2026-04-30_Wave_Attenuator-FULL_SET.pdf

City Project No. 23-0030-MA City Plan Set No. 2023016

ISSUED: 2026-04-30

CITY OFFICIALS

Bruce Rector Mayor Ryan Cotton Councilmember Mike Mannino Councilmember David Allbritton Councilmember Lina Teixeira Councilmember Jennifer Poirrier City Manager

Tara L. Kivett, P.E.

City EnJineer

Approved For Construction

Date Approved

CITY ENGINEER Tara L. Kivett, P.E. #86611

CLEARWATER HARBOR MARINA

N-E WALKWAY AND GANGWAY

REPLACEMENT

206 PIERCE STREET CLEARWATER, FL 33755

Project Location

N

S

EW

501 E. KENNEDY BLVD, SUITE 1910

TAMPA, FL 33602

PHONE: (813) 258-8818REVISIONS

NO. DATE DESCRIPTION BY

100% DESIGN

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

MHHW +0.99

MHW +0.64

MSL

0.00

MLW -1.25

MLLW -1.75

NAVD88

-0.29

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE

DRAWINGS, PROJECT SPECIFICATIONS, PROJECT NOTES AND FDOT

STANDARD SPECIFICATIONS WHEN REFERENCED. FDOT STANDARD

SPECIFICATIONS ARE REFERENCED FOR MATERIAL SPECIFICATIONS AND

CONSTRUCTION METHODS UNDER DIVISION II "CONSTRUCTION DETAILS".

DIVISION I "GENERAL REQUIREMENTS AND COVENANTS" OF THE FDOT

STANDARD SPECIFICATIONS DOES NOT APPLY. THE CONTRACT WITH THE

OWNER SHALL GOVERN OVER FDOT SPECIFICATIONS. MEANS OF

MEASUREMENT AND PAYMENT SHALL BE AS STIPULATED BY THE OWNER

AND THE CONTRACT. FDOT STANDARD SPECIFICATIONS REFER TO THE

FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION

FOR ROADWAY AND BRIDGE CONSTRUCTION", 2025 EDITION AND ALL

SUPPLEMENTAL SPECIFICATIONS.

2. SITE VERIFICATION: PRIOR TO BEGINNING CONSTRUCTION THE

CONTRACTOR SHALL CHECK THE DRAWINGS AGAINST THE SITE

CONDITIONS AND NOTIFY THE ENGINEER IN WRITING OF ANY

DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR

SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL

THE DISCREPANCY HAS BEEN RESOLVED BY THE CONTRACTOR AND

APPROVED BY THE ENGINEER.

3. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.

4. METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL

ARE THE RESPONSIBILITY OF THE CONTRACTOR.

5. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE

ANY EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS

THE RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE

DISPOSED OF IN A PERMITTED SANITARY LANDFILL.

6. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL

DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES

AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING

THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE

VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA OR

IN THE WATER. SEE PERMIT CONDITIONS.

7. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE LOCAL

ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS.

8. CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA OF

CONSTRUCTION PRIOR TO COMMENCING WITH CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONFLICTS WITH

EXISTING UTILITIES PRIOR TO COMMENCING WITH WORK IN THE CONFLICT

AREA.

9. CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID FOR THE

PROJECT.

10. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE

CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT SHALL BE

REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER

AND/OR LOCAL AUTHORITY.

11. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT

CONDITIONS AND REPORTING REQUIREMENTS.

12. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL RESTORE

DISTURBED AREAS TO ORIGINAL CONDITION TO MATCH ADJACENT

GRADES AND SHALL REPLACE ANY DISTURBED PAVED OR GRASSED

AREAS IN KIND.

13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY, SECURITY

AND PROTECTION OF PERSONNEL, EQUIPMENT, CONSTRUCTION, AND

ADJACENT FACILITIES FOR THE DURATION OF THIS CONTRACT. THE

CONTRACTOR AND HIS SUBCONTRACTORS SHALL PREPARE AND

CONFORM TO A PROJECT SPECIFIC HEALTH AND SAFETY PLAN. THE

HEALTH AND SAFETY PLAN SHALL INCLUDE APPLICABLE GUIDELINES AND

REGULATIONS SET FORTH IN CURRENT OSHA AND FLORIDA STATUTES

WITH SPECIFIC ATTENTION TO FLORIDA TRENCH SAFETY ACT AND OSHA

TRENCH EXCAVATION SAFETY STANDARDS. THE ENGINEER OF RECORD

AND OWNER WILL NOT BE RESPONSIBLE FOR JOB SITE SAFETY

PROCEDURES.

14. ALL TEMPORARY UTILITIES NECESSARY FOR CONSTRUCTION SHALL BE

PROVIDED AT THE EXPENSE OF THE CONTRACTOR.

15. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL AND

SEDIMENTATION BARRIERS (HAY BALES, SILTATION CURTAINS AND

FLOATING TURBIDITY SCREENS) TO PREVENT SILTATION OF ADJACENT

PROPERTY, STREETS, STORM SEWERS, AND WATERWAYS. IF, IN THE

OPINION OF THE CITY AND/OR LOCAL AUTHORITIES, EXCESSIVE

QUANTITIES OF EARTH ARE BEING TRANSPORTED OFF-SITE EITHER BY

NATURAL DRAINAGE OR VEHICULAR TRAFFIC, THE CONTRACTOR SHALL

REMOVE AND CLEAN SAID EARTH FROM TRAVEL WAYS TO THE

SATISFACTION OF THE CITY AND/OR OTHER AUTHORITIES.

16. THE CONTRACTOR SHALL CONSIDER AND PLAN FOR, ON A DAILY BASIS,

THE EFFECT OF TIDAL FLUCTUATION AND SEA CONDITION IN THE

EXECUTION OF THE WORK.

17. IF CONSTRUCTION IS EXPECTED TO BE PERFORMED FROM A BARGE, THE

CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO NOT INTERFERE

WITH OR BE DETRIMENTAL TO VESSEL TRAFFIC DURING THE COURSE OF

THE WORK AND SHALL PLAN FOR EFFECTS OF PASSING VESSELS AND

WAVE CLIMATE.

18. SCALE BARS ARE INTENDED FOR REFERENCE ONLY. ALL DIMENSIONS

NECESSARY FOR CONSTRUCTION SHALL BE TAKEN FROM DIMENSION

ANNOTATION AND NOT SCALED DIRECTLY FROM DRAWINGS.

SURVEY DATUM

1. ELEVATIONS SHOWN HEREIN REFER TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88).

2. THE FOLLOWING TIDAL DATUM RELATIONSHIP IS BASE ON NOAA CO-OPS

STATION 8726706 LOCATED IN CLEARWATER HARBOR, TO THE SOUTH OF

THE PROJECT SITE.

DEMOLITION NOTES

1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO STRICTLY

CONTAIN THE DEMOLITION WITHIN THE LIMITS OF THE REQUIRED

CONSTRUCTION AND AVOID ANY DAMAGE TO THE EXISTING STRUCTURE

TO REMAIN.

2. ANY DAMAGE INCURRED IN EXECUTION OF THIS CONTRACT TO ANY PART

OF THE PROPERTY/STRUCTURE NOT SPECIFICALLY DESIGNATED FOR

DEMOLITION SHALL BE REPAIRED, REPLACED, AND/OR RECONSTRUCTED

BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AS DIRECTED BY THE

ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

3. ALL DEMOLISHED MATERIAL, EXCEPT AS NOTED OTHERWISE, BECOMES

THE PROPERTY OF, AND SHALL BE COMPLETELY REMOVED AND

DISPOSED OF BY THE CONTRACTOR. THE REMOVAL, HANDLING, AND

DISPOSAL OF ALL DEMOLITION MATERIALS SHALL BE IN STRICT

ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME

FAMILIAR WITH THE MATERIALS TO BE DISPOSED OF AND ALL GOVERNING

AGENCY REQUIREMENTS.

5. THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST

ORIGINATING FROM THE PROJECT SITE DURING CONSTRUCTION BY

WATERING OR OTHER METHODS AS REQUIRED.

6. ALL SURVEY MONUMENTS WITHIN LIMITS OF CONSTRUCTION SHALL BE

PROTECTED.

7. ALL CONCRETE SHALL BE ASSUMED TO BE STEEL REINFORCED, UON.

8. CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE PROJECT AREA.

RELOCATION OR REMOVAL OF UTILITIES TO BE COORDINATED WITH THE

OWNER OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.

ENVIRONMENTAL NOTES

1. CONTRACTOR SHALL ADHERE TO ALL ENVIRONMENTAL PERMIT

CONDITIONS, INCLUDING ANY COLLECTION OF DATA AND REPORTING

REQUIREMENTS INCLUDED IN THE PERMITS.

2. CONTRACTOR SHALL ADHERE TO THE FFWCC STANDARD MANATEE

CONDITIONS, AND NOAA FISHERIES PROTECTED SPECIES CONSTRUCTION

CONDITIONS FOR IN-WATER WORK.

3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO DAYLIGHT HOURS ONLY.

GEOTECHNICAL NOTES

1. THE DESIGN DRAWINGS ARE BASED ON THE GEOTECHNICAL BOREHOLE

INFORMATION PROVIDED BY DRIGGERS ENGINEERING SERVICES

INCORPORATED (DESI) DATED SEPTEMBER 02, 2021.

VERTICAL DATUM

RELATIONSHIP

DATUM ELEV (FT)

SECTION DESIGNATION

SHEET NUMBER

VIEW REFERENCED TO

DETAIL DESIGNATION

SHEET NUMBER

VIEW REFERENCED TO

DETAIL CALLOUT

SECTION CALLOUT

SECTION DESIGNATION

SHEET NUMBER

VIEW REFERENCED TO

ELEVATION VIEW

VIEW DESIGNATION

SHEET NUMBER

VIEW REFERENCED FROM

VIEW TITLE

G-001

PLAN

SCALE: 1/4"=1'-0"

G-001

G-001

G-001

LEGEND

= CONTOUR

= MHW LINEMHW

(0.00)

ABBREVIATIONS

ACI - AMERICAN CONCRETE INSTITUTE

AISC - AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

APPROX - APPROXIMATE

ASTM - AMERICAN SOCIETY FOR TESTING

MATERIALS

AWS - AMERICAN WELDING SOCIETY

CF - CUBIC FEET

CIP - CAST IN PLACE

CHK - CHECKERED

CL - CENTERLINE

CLR - CLEAR

CONC - CONCRETE

CONST - CONSTRUCTION

CONT - CONTINUOUS

CTS - CENTERS

CY - CUBIC YARDS

DET - DETAIL

DEMO - DEMOLITION

DIA, Ø - DIAMETER

DWG - DRAWING

E - EAST

EA - EACH

EF - EACH FACE

EL, ELEV - ELEVATION

EMBED - EMBEDMENT

EP - END POINT

EQ - EQUAL

EW - EACH WAY

EX, EXIST - EXISTING

EXP - EXPANSION

F - FAHRENHEIT

FDOT - FLORIDA DEPARTMENT OF

TRANSPORTATION

FFWCC - FLORIDA FISH AND WILDLIFE

CONSERVATION COMMISSION

FT - FEET

GALV - GALVANIZED

HORIZ - HORIZONTAL

IN - INCHES

INFO - INFORMATION

JT - JOINT

KIP - 1,000 LBS

KSI - 1,000 LBS PER SQUARE INCH

KT - KNOT (NAUTICAL MILE PER HOUR)

L - LENGTH

LG - LONG

∠ - ANGLE

LB, LBS - POUND, POUNDS

LF - LINEAR FEET

LG - LONG

MAX - MAXIMUM

MHW - MEAN HIGH WATER

MHHW - MEAN HIGHER HIGH WATER

MIN - MINIMUM

MISC - MISCELLANEOUS

MLW - MEAN LOW WATER

MLLW - MEAN LOWER LOW WATER

MSL - MEAN SEA LEVEL

N - NORTH

NAD - NORTH AMERICAN DATUM

NAVD88 - NORTH AMERICAN VERTICAL DATUM 1988

NGVD - NATIONAL GEODETIC VERTICAL DATUM

NO, # - NUMBER

NOAA - NATIONAL OCEANIC & ATMOSPHERIC

ADMINISTRATION

NTS - NOT TO SCALE

OC - ON CENTER

P/S - PRESTRESSED

PERF - PERFORATED

PL - PLATE

PR, PROP - PROPOSED

PSF - POUNDS PER SQUARE FOOT

PSI - POUND PER SQUARE INCH

QTY - QUANTITY

R/C - REINFORCED CONCRETE

REQ'D, REQ - REQUIRED

RT - RIGHT

S - SOUTH

SEC - SECOND

SCH - SCHEDULE

SF - SQUARE FOOT

SF - SILT FENCE

SHT - SHEET

SPA - SPACES

SPT - STANDARD PENETRATION TEST

SQ - SQUARE

SS - STAINLESS STEEL

STD - STANDARD

STL - STEEL

T - TON

TBR - TO BE REMOVED

TC - TURBIDITY CURTAIN

TOC - TOP OF CONCRETE

TYP - TYPICAL

UON - UNLESS OTHERWISE NOTED

VA - COUNTY VULNERABILITY ASSESSMENT

VERT - VERTICAL

W - WEST

W/ - WITH

W/O - WITHOUT

WMH - WATER MANHOLE

WWF - WELDED WIRE FABRIC

' - MINUTES OR FEET

" - INCHES OR SECONDS

& - AND

° - DEGREE

± - PLUS OR MINUS

Ø - DIAMETER

INDEX OF DRAWINGS, GENERAL NOTES

AND ABBREVIATIONS

G-002 2026-01-30

KT

ARS

GWS

NEL

2NANCY LEHR

INDEX OF DRAWINGS

INDEX NO. SHEET NO. SHEET TITLE

1 G-001 COVER SHEET

2 G-002 INDEX OF DRAWINGS, GENERAL NOTES AND ABBREVIATIONS

3 G-003 STRUCTURAL NOTES

4 V-101 EXISTING CONDITIONS PLAN

5 D-101 STRUCTURAL DEMOLITION PLAN

6 S-100 OVERALL SITE PLAN

7 S-101 N-E WALKWAY AND GANGWAY REPLACEMENT PLAN

8 S-501 WALKWAY DETAILS (1 OF 2)

9 S-502 WALKWAY DETAILS (2 OF 2)

10 S-510 PILE GUIDE DETAILS

11 M-001 MECHANICAL NOTES

12 MD100 MECHANICAL DEMOLITION PLAN

13 M-100 MECHANICAL OVERALL PLAN

14 M-101 MECHANICAL PLAN (1 OF 2)

15 M-102 MECHANICAL PLAN (2 OF 2)

16 M-501 MECHANICAL DETAILS

17 E-001 ELECTRICAL NOTES

18 E-002 ELECTRICAL LEGEND & ABBREVIATIONS

19 ED101 ELECTRICAL DEMOLITION PLAN

20 E-100 ELECTRICAL OVERALL PLAN

21 E-101 ELECTRICAL PLAN (1 OF 2)

22 E-102 ELECTRICAL PLAN (2 OF 2)

23 E-501 ELECTRICAL DETAILS

24 E-601 ELECTRICAL RISER DIAGRAM

This document has been electronically signed and sealed by Nancy E. Lehr, P.E. on the date adjacent to the seal.

Signature must be verified on any electronic copies.

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

DESIGN CRITERIA

1. APPLIED LOADS:

A. WIND SPEED...................................................122 MPH, 3 SEC GUST B. WAVE LOADS WERE CALCULATED FOR A 50-YEAR STILL WATER ELEVATION OF 7.2 FT (NAVD 88).

C. WAVE LOAD:

WAVE HEIGHT...........................................5.64 FT

WAVE PERIOD...........................................3.56 SEC

2. DESIGN CODES AND STANDARDS:

A. FLORIDA BUILDING CODE (2023).

B. AMERICAN SOCIETY OF CIVIL ENGINEERS - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES (ASCE 7-22).

C. AMERICAN CONCRETE INSTITUTE - BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318-19).

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL, 16TH EDITION.

E. AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE.

F. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION, FY 2025-26.

CONCRETE AND REINFORCING STEEL

1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 AND 318 UNLESS

OTHERWISE NOTED.

2. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF).

3. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315.

4. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE 3" UNLESS OTHERWISE NOTED.

5. LAP SPLICES SHALL BE MINIMUM CLASS "B" LAP SPLICES IN ACCORDANCE WITH ACI 318.

6. WELDING OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING

CODE - REINFORCING STEEL" (AWS D1.4).

7. REINFORCEMENT HOOKS AND BENDS SHALL BE STANDARD HOOKS CONFORMING TO THE

PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI 318-19), UON.

8. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. CONCRETE STRENGTH 28 DAY

CONCRETE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5500 PSI (MIN)

B. REINFORCEMENT STEEL . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM A615 OR ASTM A706, GRADE 60

9. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE II FOR AN EXTREMELY AGGRESSIVE

ENVIRONMENT, WITH SLAG OR FLY ASH, MAXIMUM W/C RATIO IS 0.41.

10. CONCRETE SHALL INCLUDE CORROSION INHIBITOR ADMIXTURE. PROVIDE CALCIUM NITRATE FOR

CHLORIDE ION PROTECTION.

11. CONTRACTOR SHALL REPAIR ALL SURFACE BLEMISHES IN CONCRETE WITHIN 24 HOURS AFTER

FORM REMOVAL.

12. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED EDGES AND CORNERS, UON.

STRUCTURAL AND MISCELLANEOUS STEEL

1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL

CONFORM TO AWS D1.1.

2. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. THREADED BARS. . . . . . . . . .STAINLESS STEEL 316L, ASTM F593, MIN FY = 75 KSI B. SHAPES. . . . . . . . . . . . . . . . . .STAINLESS STEEL 316L, ASTM A276, MIN FY = 45 KSI C. MISC. PLATES. . . . . . . . . . . . .STAINLESS STEEL 316L, ASTM A240/A240M, MIN FY = 25 KSI

D. STEEL PIPE PILES. . . . . . . . . .ASTM A252 OR ASTM A572, MIN FY= 50 KSI

3. ALL NON-STAINLESS STEEL SHAPES, PLATES, OTHER FABRICATIONS, AND ALL NON-STAINLESS

HARDWARE SHALL BE GALVANIZED BY THE HOT-DIPPED PROCESS IN ACCORDANCE WITH THE

REQUIREMENTS OF ASTM A123 AND/OR A153, AS APPLICABLE, AFTER FABRICATION, UNLESS

OTHERWISE NOTED.

4. FIELD TREAT DAMAGED GALVANIZED FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZING COMPOUNDS OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF

ASTM A780. IN ADDITION, ALL EXPOSED THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF UNIT. SPRAY TYPE COLD GALVANIZING

COMPOUNDS SHALL NOT BE USED.

PILE DRIVING REQUIREMENTS

1. PILE ULTIMATE LOADS (FACTOR OF SAFETY 2.25 FOR COMPRESSION, AND 3.0 FOR TENSION AND 1.5

FOR LATERAL).

2. ALL PILES SHALL BE DRIVEN TO REQUIRED CAPACITY BASED ON DRIVING CRITERIA ESTABLISHED BY THE TEST PILE AS PER SPECIFICATIONS SECTION 31 62 16.13. BUT UNDER NO CIRCUMSTANCES SHALL THE PILE TIP ELEVATION BE HIGHER THAN THE MINIMUM EMBEDMENT DEPTH INDICATED.

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY PILES THAT DO NOT REACH THE

REQUIRED PILE TIP ELEVATION.

3. NO JETTING ALLOWED. SEE GEOTECHNICAL REPORT FOR DRIVING RECOMMENDATIONS.

4. PILE DRIVING TOLERANCES:

· TOP OF PILE AT CUTOFF ELEVATION SHALL BE WITHIN 3" HORIZONTALLY AND 2" VERTICALLY OF

PLAN LOCATION. MANIPULATION OF PILES TO FORCE THEM INTO POSITION WILL NOT BE

PERMITTED.

· PILES SHALL BE PLACED PLUMB OR BATTERED WITH OUT-OF ALIGNMENT NOT EXCEEDING 1/4"

PER FOOT OF LENGTH AND TRUE TO LINE.

· CHECK ALL PILE FOR HEAVE. RE-VIBRATE ALL HEAVED PILES TO THE TIP ELEVATION INDICATED.

5. MAINTAIN PILE LOGS FOR ALL PILES.

6. THE CONTRACTOR SHALL SUBMIT VIBRATORY PILE HAMMER DATA FOR REVIEW BY THE ENGINEER.

7. CONTRACTOR SHALL BE PREPARED TO VIBRATE PILING THROUGH LIMESTONE LAYERS. REFER TO

GEOTECHNICAL REPORT.

8. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION SEQUENCING PLAN DETAILING

INSTALLATION TECHNIQUES, QUALITY CONTROL, EQUIPMENT AND CONSTRUCTION PHASING TO THE

ENGINEER FOR REVIEW PRIOR TO INITIATING CONSTRUCTION.

STRUCTURE TYPE LOCATION ULTIMATE LATERAL

CAPACITY

ULTIMATE TENSION

CAPACITY

ULTIMATE COMPRESSION

CAPACITY MINIMUM TIP ELEVATION

24" DIA. x 0.75" THICK

STEEL PIPE PILE FINGER PIER * N/A * *

24" DIA. x 0.75" THICK

STEEL PIPE PILE WALKWAY * N/A * *

*PILE LENGTH AND REQUIRED CAPACITY TO BE DETERMINED BY THE DOCK MANUFACTURER.

STRUCTURAL NOTES G-003

2026-01-30

KT

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GWS

3NANCY LEHR

This document has been electronically signed and sealed by

MHW

MHW

(9)

(9)

(8)

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(13) (12)

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(2) (1)

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(2)

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(14)(13)

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(7)

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

N

REMOVE FLOATING

WALKWAY AND

FINGER PIERS SEE

D-101

C

LE

A R

W A

TE

R

M E

M O

R

IA

L C

A U

S E

W A

Y

CL

EA

RW

AT

ER

M

EM

ORI

AL

C

AU

SE

W

AY

WALKWAY

TO REMAIN

DAMAGED GANGWAYS

TO BE REMOVED AND

REPLACED IN KIND SEE 2

D-101

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

50' 0' 50' 100'

SCALE: 1''=50'

LEGEND:

MOORING PILES

P/S CONCRETE GUIDE PILE

MHWL

BATHYMETRY

EASEMENT

MHW

(4)

EXISTING CONDITIONS PLAN V-101

2026-01-30

KT

ARS

GWS

4NANCY LEHR

(5)

(7)

(6)

(4)

(3)

(2)

(1)

N

REMOVE

WALKWAY (TYP)

WALKWAY

TO REMAIN

REMOVE

FINGER DOCK

(TYP)

REMOVE

20" SQ GUIDE

PILE (TYP)

10'-0"

5.

PROMENADE

TO REMAIN

45'±

45'±

4' -0

4'

-0

2'-0"

GUIDE PILES

TO REMAIN

REMOVE GALVANIZED

STEEL FRAME CORNER

GUIDE PILES

TO REMAIN

FLOATING WALKWAY

TO REMAIN

49'-11 1/2"

49'-11 1/2"

'-3

4'-6"

(10)

(5)

(12)

(11)

(9)

(8)

(7)

(6)

(4)

(3)

(2)

(10)

(12)

(11)

(5)

(10)

(11)

(9)

(8)

(7)

31'-0"

8'-0"

N

REMOVE

GANGWAY (TYP)

DOCKS TO

REMAIN

DOCKS TO REMAIN

8'-0"

31'-0"

GANGWAY

PLATFORM

TO REMAIN

8'-6"

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

LEGEND:

DEMOLITION

MOORING PILES

P/S CONCRETE GUIDE PILE

P/S CONCRETE GUIDE PILE TO BE REMOVED

MHWL

BATHYMETRY

EASEMENT

MHW

(4)

STRUCTURAL DEMOLITION PLAN D-101

2026-01-30

KT

ARS

GWS

5NANCY LEHR

V-101

PLAN- GANGWAY DEMOLITION

SCALE: 1" = 20'

V-101

PLAN - WALKWAY DEMOLITION

SCALE: 1" = 20'

20'-0" 0'-0'' 20'-0" 40'-0"

SCALE: 1''=20'

ESTIMATED DEMOLITION QUANTITIES

MATERIAL QUANTITY

WALKWAY 3152 SF

FINGER PIER 540 SF

SQ P/S CONCRETE PILE 8 (UNITS)

GANGWAY 496 SF

This document has been electronically signed and sealed by

MHW

(9)

(9)

(8)

(15)

(10)

(17)

(16)

(14)

(13)

(12)

(11)

(15)

(10)

(5)

(14) (13)

(12) (11)

(9)

(8)

(7)

(6)

(4)

(3)

(2)

(1)

(16)

(1 5)

(10)

(1 6)

(1 4)

(1 3)

(1 2)

(1 1)

(15)

(10)

(14)

(13) (12)

(11)

(9)

(8) (7) (6)

(15)

(14) (14)

(14)

(5)

(9)

(8) (7)

(6)

(4) (3)

(2) (1)

(5) (7)

(6)

(4) (3)

(2)

(1)

(10)

(10)

(10)

(14)

(13)

(12)

(11)

(10)

(5)

(13)

(12)

(11)

(9)

(8)

(7) (6)

(4) (3)

(2)

(1)

(14)(13)

(15)

(16)

(16)

(10)

(5)

(14)

(13)

(12)

(11)

(9)

(8)

(7)

(6)

(4)

(3)

(2)

(10)

(10)

(12)

(12)

(11)

(11)

(3)

(2)

(5)

(4)

(10) (11)

(9) (8)

(7)

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

MHW

N

REPLACE

WALKWAY

S-101

C

LE

AR

W

AT

ER

M

EM

O R

IA

L

C

AU

SE

W

AY

CL

EA

RW

AT

ER

M

EM

ORI

AL

C

AU

SE

W

AY

WALKWAY

TO REMAIN

REPLACE GANGWAYS 2

S-101

REPLACE 4-0.6"Ø

TENSION CABLES

INSTALL NEW

TENSION CABLE

CONNECTIONS

INSTALL NEW

TENSION CABLE

CONNECTIONS

REPLACE 2-0.6"Ø

TENSION CABLES

EXISTING GANGWAY

TO BE TEMPORARILY

REMOVED, STORED

AND REINSTALLED

INCLUDING NEW

CONNECTION TO NEW

FLOATING WALKWAY.

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

50' 0' 50' 100'

SCALE: 1''=50'

LEGEND:

MOORING PILES

STEEL GUIDE PILE

MHWL

BATHYMETRY

EASEMENT

MHW

(4)

OVERALL SITE PLAN S-100

2026-01-30

KT

CML

GWS

6NANCY LEHR

ESTIMATED PROPOSED QUANTITIES

MATERIAL QUANTITY

WALKWAYS 3,700 SF

FINGER PIER 540 SF

24"x0.75" STEEL PIPE PILES 15 (UNIT)

GANGWAY 496 SF

This document has been electronically signed and sealed by

(10)

(5)

(11)

(9)

(8)

(7)

(6)

(4)

(3)

(2)

(10)

(9)

(8)

(7)

31'-0"

8'-0"

N

GANGWAY

8'x31' (TYP)

DOCKS TO

REMAIN

DOCKS TO REMAIN

8'-0"

31'-0"

PLATFORM TO REMAIN

BLAST CLEAN AND RECOAT

8'-6"

(5)

(7)

(6)

(4)

(3)

(2)

(1)

N

WALKWAY

12.33'x47' (TYP)

EXISTING

WALKWAY

12'-0"

5.

EXISTING

PROMENADE

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

FINGER PIER

4'x45' (TYP)

12'-4"

24"Ø GUIDE

PILE (TYP)

30'-0" 15'-0"

3'-0"

49'-11 1/2"

WALKWAY 8'x49.96'

INCLUDING CONNECTION

WALKWAY

8'x48.8'

48'-9 1/2"

FRAME GUIDE PILE1

S-510

S-501

33'-0"±

'-1

'-1

45'-0"

(TYP)

6'-2" 6'-2"

6'-0" 6'-0"

2"

(TYP)

4' -0

EXISTING GANGWAY TO

BE TEMPORARILY

REMOVED, STORED AND

REINSTALLED INCLUDING

NEW CONNECTION TO

NEW FLOATING WALKWAY.

8' -0

8' -0

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

LEGEND:

MOORING PILES

STEEL GUIDE PILE

MHWL

BATHYMETRY

EASEMENT

MHW

(4)

N-E WALKWAY AND GANGWAY

REPLACEMENT PLAN

S-101 2026-01-30

KT

ARS

GWS

NEL

7NANCY LEHR

S-100

PLAN - GANGWAY

SCALE: 1" = 20'

S-100

PLAN - WALKWAY

SCALE: 1" = 20'

20'-0" 0'-0'' 20'-0" 40'-0"

SCALE: 1''=20'

S-501

This document has been electronically signed and sealed by

VARIES, SEE S-101 FOR WIDTH

PRECAST CONCRETE

WALKWAY FLOAT,

SEE NOTE 3

TOP OF PILE

EL +18.50' NAVD 88

15" CLEAT (TYP)

D E

P

TH

P E

R M

AN

UF

AC

TU

RE

R'

S

RE

CO

M

M

EN

DA

TI

ON

S

GUIDE PILE

FOAM CORE

S-501

TOP OF DECK

NOTE:

MATERIALS, COATINGS AND DETAILS NOT

SHOWN TO BE PROVIDED BY MANUFACTURER.

FOAM CORE

1"Ø PVC DRAIN

UTILITY CHASE AND/OR RACEWAY

REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION

COATING

FR

EE

BO

AR

D

PE

R

SP

EC

IF

IC

AT

IO

NS RUB BOARD, DEPTH SHALL BE

SUFFICIENT TO COVER ANY

UTILITIES HANGING ON SIDE OF

DOCK ABOVE WATER LINE

DOCK BUMPER (TYP)

WALER IF REQ'D (TYP)

2' -1

0" T

O

'-2

NON-SLIP DECKING

7'-0"

CLEAR

PROVIDE ADA HANDRAIL

1 1/4 " TO 1 1/2" Ø

1 1/2" MIN

8'-0"

TRANSVERSE FLOOR BEAM PER

MANUFACTURER´S RECOMENDATIONS.

ALUMINUM TUBE TRUSS FRAME

PER MANUFACTURER'S

RECOMMENDATIONS

HDPE SLEEVE, SEE NOTE 6

STEEL PIPE PILE, 24"Ø,

MIN 3/4" WALL THICKNESS

MUDLINE AT APPROXIMATELY

EL -10.00' NAVD 88

S

LE

E V

E E

M B

E D

M E

N T

5' -0

" M

IN

TIP EL TO BE DETERMINED

BY THE DOCK MANUFACTURER

TOP OF PILE

EL +18.50' NAVD 88

BASE FLOOD LEVEL

EL +12.00' NAVD 88

EL +0.99' NAVD 88 (MHHW)

EL -1.75' NAVD 88 (MLLW)

DESIGN FLOOD (VA INCLUDED)

EL +13.50' NAVD 88

HDPE PILE HAT

(2) 1/2"Ø SS

THROUGH BOLTS

WELDED 1/2"

CLOSURE PLATE

SEE CLEAT NOTE 2

CLEAT NOTES:

1. MOUNT CLEAT ON DOCK OR WALER PER

MANUFACTURER'S RECOMMENDATIONS.

2. MINIMUM CLEAT SIZES SHALL BE 15" .

CONNECTION PER

MANUACTURER'S

RECOMMENDATIONS

THRU BOLT W/ NUT &

WASHER (TYP)

FLOATING DOCK

& RUBBOARDCLEAT,

SEE NOTE 1

S-5018' WIDE x 31' LONG GANGWAY

8' WIDE x 31' LONG GANGWAY

EXISTING 8'-6" WIDE x 8' LONG

INTERMEDIATE PLATFORM

FLOATING DOCK

MINI-RAMP 1/4"x 8' WIDE x 6' LONG

S-101

ELEVATION - ADA ALUMINUM GANGWAY

SCALE: 1/4" = 1'-0"

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

NOTES:

1. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY ROUTING.

2. FINAL LOCATION AND SIZE OF UTILITY CHASE OR SLEEVES MUST BE

DETERMINED BY DOCK MANUFACTURER.

3. DOCK MODULE CONNECTION SYSTEM, INCLUDING GUIDE PILE FRAMES,

MUST BE DETERMINED BY DOCK MANUFACTURER IN ACCORDANCE WITH

THE SPECIFICATIONS.

4. DOCK MANUFACTURER TO CONFIRM EXISTING CONDITION FREEBOARD

OF THE DOCKS.

5. DOCK DIMENSIONS SHOWN ON DRAWING S-101 ARE NOMINAL AND

INCLUDE THE STRUCTURAL ELEMENTS OF THE FLOATS (CONCRETE

FLOAT AND STRUCTURAL WALER).

6. PROVIDE UV STABILIZED HDPE SLEEVE WITH MIN 1/2" WALL THICKNESS.

SLEEVE INNER DIAMETER MUST BE NO MORE THAN 1" INCH GREATER

GUIDE PILE OUTER DIAMETER.

7. ALL STAINLESS STEEL HARDWARE MUST BE TYPE 316L.

8. RECOMMENDED FREEBOARD TO BE PROVIDED BY DOCK MANUFACTURER

TO MATCH EXISTING FLOATING DOCKS TO AVOID TRIPPING HAZARD.

S-501

TYPICAL WALKWAY FLOAT SECTION

SCALE: 1/2" = 1'-0"

S-501

SECTION - ADA ALUMINUM GANGWAY

SCALE: 1" = 1'

GANGWAY NOTES:

1. CONNECTION SHALL INCLUDE TRANSITION PLATES

SPANNING FROM THE GANGWAY TO THE WALKWAY.

2. CONNECTION SHALL BE INCLUDED WITH GANGWAY

SUBMITTAL FOR APPROVAL.

3. CONNECTION SHALL BE DESIGNED TO MEET

PERFORMANCE CRITERIA IN SPECIFICATION

INCLUDING BUT NOT LIMITED TO CHANGES IN

WATER LEVEL, LIVE LOAD, DIFFERENTIAL

MOVEMENT AND WEIGHT OF GANGWAY.

S-101

SECTION - GUIDE PILE

SCALE: 3/4" = 1'-0"

1'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 1"=1'-0''

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

S-501

DETAIL - CLEAT

SCALE: 1" = 1'

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04WALKWAY DETAILS (1 OF 2) S-501

2026-01-30

KT

ARS

GWS

8NANCY LEHR

CLEAT (TYP)

PRECAST CONCRETE FLOAT,

SEE NOTE 3

RUB BOARD, DEPTH SHALL BE

SUFFICIENT TO COVER ANY

UTILITIES HANGING ON SIDE OF

DOCK ABOVE WATER LINE

DOCK

BUMPER, (TYP)

WALER IF

REQ'D, (TYP)

CLEAT (TYP)

NOMINAL WIDTH

4'-0"

PRECAST CONCRETE FLOAT,

SEE NOTE 3 ON S-501

CONCRETE WIDTH

RUB BOARD, DEPTH SHALL BE

SUFFICIENT TO COVER ANY

UTILITIES HANGING ON SIDE OF

DOCK ABOVE WATER LINE

DOCK

BUMPER, (TYP)

WALER IF

REQ'D, (TYP)

UTILITY CHASE

WHERE REQUIRED,

SEE NOTE 1 ON S-501

ACTUAL WIDTH

SEE NOTE 4 ON S-501

FR

EE

BO

AR

D

PE

R

SP

EC

IF

IC

AT

IO

NS

45'-0" FINGER PIER

CLEAT (TYP)

PILE GUIDE

PRECAST CONC

FLOATING DOCK

PILE HAT (TYP)

TIMBER OR UHMW-PE FACING

BOARD @ END OF FINGER PIER

S-502

S-501

WALKWAY

GUIDE PILE @ END OF

FINGER PIER WHERE REQ'D

EXIST MUDLINE, EL VARIES

REUSED EXISTING 1/2" THK

THRUST WASHER

PVC CAP

0.60" STAINLESS

STEEL CABLE LOCKER

FILL RECESS WITH MASTERSEAL

NPS (LIMESTONE COLOR) OR

APPROVED EQUAL

EXISTING 2" PIPE

EXISTING 1/2" PLATE

EXISTING SLEEVE

EXISTING FLOAT

0.60"Ø TOTALLY ENCASED POST

TENSION CABLE

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

NOTES:

1. SEE NOTES ON SHEET S-501.

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

S-502

ELEVATION - FINGER PIER DOCK

SCALE: 1/4" = 1'-0"

S-502

SECTION - FINGER PIER

SCALE: 1/2" = 1'-0"

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

WALKWAY DETAILS (2 OF 2) S-502

2026-01-30

KT

ARS

GWS

9NANCY LEHR

S-502

CABLE TERMINATION SKETCH

SCALE: 3" = 1'-0"

6" 0'-0'' 3" 6"

SCALE: 3"=1'-0''

This document has been electronically signed and sealed by

1'-9"

(SEE NOTE)

3'-6"

(SEE NOTE)

1'-9"

(SEE NOTE)

4' -1

/2

(S

E E

N O

TE

2' -1

/2

(S

E E

N O

TE

1' -9

(S

E E

N O

TE

3"x6"x3/8" SS

HSS (TYP)

3/4" 316 SS PIN (TYP)

3"x6" UHMW

ROLLER (TYP)

2'-8" 2'-8"

5'-4"

1/4" SS STEEL

BACKER PL (TYP)

5/8"Ø THROUGH

SS BOLT (TYP)

1'-0" 1'-0" 1'-0" 1'-0"

1/

2"

3/8"x6"x6" SS

STEEL GUSSET

PLATE (TYP)

CJP

CJP

3/16x12" (TYP)

1"x2" LONG

SLOT (TYP)

3"x6"x3/8"

HSS SS

SS STEEL

BACKER PL (TYP)

S-510

L6"x3 1/2"x1/2" SS

12" OC

7/8" DIA PVC PIPE W/ 5/8" DIA

SS THROUGH ROD (TYP)

S-510

5/8"Ø SS

THROUGH ROD

GUSSET PLATE

SS (TYP)

24"Ø PIPE PILE

L3"x3 1/2"x1/2"

(TYP)

1" MIN

(TYP)

NOTE:

DIMENSION IS BASED ON A 24"Ø PIPE

PILE W/MIN 1/2" HDPE SLEEVE. IF

SLEEVE THICKNESS INCREASES,

ADJUST DIMENSIONS ACCORDINGLY.

S-510

GUSSET

PLATE (TYP)

8" 8"

5'-4"

SLEEVE

C L

B O

LT

C L

P

IL

E

6"x3"x3/8" HSS SS

5/8"Ø THRU ROD SS

(TYP, 5 LOCATIONS)

EXISTING

FLOATING DOCK

EXIST 7/8"Ø PVC

SLEEVE

3/8" GUSSET PLATE

SS (BEYOND, TYP)

1/

2"

3/16x9"

CPJ

3"x5"x1/4" BACKER

PLATE SS W/

SLOTTED HOLES

5/8"Ø THROUGH ROD SS

(TYP, 2 LOCATIONS)

L 6"x3 1/2"x1/2" SS

15" ALUM

S-CLEAT

9'-2"

2"

FR

E E

B O

A R

D

CONCRETE

3' -4

2" SIDE WALLS

2" DECK

(3) #6 EA SIDE

(3) #6 EA SIDE

0.60" Ø TOTALLY ENCASED

CABLE PVC SLEEVE FOR

0.60"Ø CABLE

2x6 WALER

4x6 WALER

EXISTING PVC

SLEEVE FOR 5/8"Ø

THROUGH ROD SS

EXISTING 4"x4"x4 GA.

WIRE MESH MATS

EXPANDED

POLYSTYRENE

0.95 LB/CU FT MIN

POLYURETHANE COATED BOTTOM

AVERAGE THICKNESS 0.125"

PILE GUIDE

5/8"Ø THROUGH

ROD SS

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

23SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

1'-0" 0'-0'' 6" 1'-0"

SCALE: 1 1/2"=1'-0''

S-101

PLAN - PILE GUIDE

SCALE: 1 1/2" = 1'-0"

S-510

DETAIL - CONNECTION

SCALE: 3" = 1'-0"

6" 0'-0'' 3" 6"

SCALE: 3"=1'-0''

S-510

DETAIL

SCALE: 1 1/2" = 1'-0"

S-510

SECTION - EXISTING FLOATING WALKWAY

SCALE: 1" = 1'-0"

1'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 1"=1'-0''

PILE GUIDE DETAILS S-510

2026-01-30

KT

ARS

GWS

10NANCY LEHR

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

21SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04MECHANICAL NOTES M-001

2026-01-30

KJG

APB

NEL

WRP

10NANCY LEHR

SYMBOLS DESCRIPTIONABBREV

LEGEND AND ABBREVIATIONS

AHJ AUTHORITY HAVING JURISDICTION

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

CU COPPER

DIA DIAMETER

DR DIMENSION RATIO

DWG DRAWING

ELL ELBOW

EX EXISTING EQUIPMENT

FLEXIBLE HOSE

EXISTING SEWER FORCE MAIN

FM SEWER FORCE MAIN

FT FEET

EXISTING FIRE WATER

FEC FIRE EXTINGUISHER CABINET

FW FIRE WATER

FWHC FIRE WATER HOSE CONNECTION

GAL GALLONS

GPM GALLONS PER MINUTE

HDPE HIGH DENSITY POLYETHYLENE

MFR MANUFACTURER

MLW MEAN LOW WATER

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NPT NATIONAL PIPE THREAD

NSF NATIONAL SANITATION FOUNDATION INTERNATIONAL

OC ON CENTER

POC POINT OF CONNECTION

PPM PARTS PER MILLION

PVC POLYVINYL CHLORIDE PIPE

PSI POUNDS PER SQUARE INCH

SPU SEWAGE PUMPOUT UNIT

SS STAINLESS STEEL

STD STANDARD

TYP TYPICAL

TBR TO BE REMOVED

UL UNDERWRITERS LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

UP UTILITY PEDESTAL

VIC VICTAULLIC

EXISTING POTABLE WATER

W POTABLE WATER

W/ WITH

F

FM

W

MECHANICAL GENERAL NOTES

1. INSTALLATION OF PLUMBING SYSTEMS, INCLUDING COORDINATION WITH

OTHER TRADES, MUST COMPLY WITH THE 2023 FLORIDA PLUMBING CODE 8TH

ED., THE 2023 FLORIDA FIRE PREVENTION CODE 8TH ED., THE CODE OF

ORDINANCES CITY OF CLEARWATER FLORIDA, AND MUST BE COORDINATED

WITH THE WATER, FIRE, SEWER, AND OTHER AHJ DEPARTMENTS. PRIOR

APPROVAL OF AND NOTICE TO PROCEED WITH THE TIE-INS TO EXISTING

UTILITIES ARE REQUIRED BY THE LOCAL AHJ FOR THE WATER, FIRE, AND

SEWER SYSTEMS. AUTHORIZED REPRESENTATIVE MUST WITNESS TIE-IN, AS

REQUIRED.

2. ALL PIPING MUST FOLLOW THE GENERAL ARRANGEMENT SHOWN. PIPING MUST

BE RUN AS INDICATED, CARE BEING TAKEN TO AVOID INTERFERENCE WITH

OTHER PIPING, CONDUIT, OR EQUIPMENT. THE LOCATION OF PIPING TO BE RUN

ON THE DOCK MUST BE COORDINATED WITH ELECTRICAL CONDUITS

SPECIFIED. BEFORE JOINTING AND ERECTION OF PIPING, THOROUGHLY CLEAN

INTERIORS OF PIPE AND COMPONENTS. MAINTAIN CLEANLINESS BY CLOSURE

OF PIPE OPENINGS WITH CAPS OR PLUGS.

3. THE CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING/TRADE PERMITS

AND PROVIDE ALL REQUIRED TESTING.

4. THE CONTRACTOR MUST ENSURE SUFFICIENT PIPE FLEXIBILITY AND

ANCHORAGE IS PROVIDED FOR ALL LINES FOR THERMAL EXPANSION AND

CONTRACTION, AND PRESSURE. THE DOCK STRUCTURE AND COMPONENTS

MUST ACCOMMODATE THE PIPING LAYOUT REQUIREMENTS SUCH THAT THE

PIPE MUST NOT BECOME OVERSTRESSED. THE PIPING MUST BE PROPERLY

SUPPORTED AND ANCHORED.

5. CONTRACTOR MUST INSPECT MATERIALS DELIVERED TO SITE FOR DAMAGE.

UNLOAD AND STORE WITH MINIMUM HANDLING. STORE MATERIALS ON SITE IN

ENCLOSURES OR UNDER PROTECTIVE COVERING. STORE PLASTIC PIPING

UNDER COVER OUT OF DIRECT SUNLIGHT. DO NOT STORE MATERIALS

DIRECTLY ON THE GROUND. KEEP INSIDE OF PIPES, FITTINGS AND EQUIPMENT

FREE OF DIRT AND DEBRIS. HANDLE PIPE, FITTINGS, VALVES, AND OTHER

ACCESSORIES IN SUCH MANNER AS TO ENSURE DELIVERY TO THE

INSTALLATION LOCATION IN A SOUND UNDAMAGED CONDITION.

6. ALL POTABLE WATER, FIRE WATER, AND SEWER MATERIALS (PIPE, VALVES,

ETC.) MUST BE FURNISHED BY THE CONTRACTOR. ALL SUCH MATERIALS MUST

BE NEW, MEET DISTRICT, COUNTY, WATER, AND SEWER UTILITY COMPANY AND

OTHER AHJ SPECIFICATION REQUIREMENTS FOR EACH ITEM. PRIOR TO

INSTALLATION, MATERIALS MUST BE APPROVED IN WRITING BY THE ENGINEER

AND AHJ.

7. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, CONTRACT

DRAWINGS, AND/OR CONTRACT DOCUMENTS, THE MOST RESTRICTIVE

INTERPRETATION MUST PREVAIL. THE CONTRACTOR MUST BE RESPONSIBLE

FOR OBTAINING FROM THE ENGINEER ANY CLARIFICATION OR

INTERPRETATION OF GENERAL NOTES, CONTRACT DRAWINGS, AND/OR

SPECIFICATIONS IN WRITING AND IN ADVANCE OF THE BEGINNING OF

CONSTRUCTION

8. THE CONTRACTOR MUST PROVIDE ALL NECESSARY PROTECTIVE MEASURES

TO PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION OF

THIS PROJECT. SHOULD SPECIAL EQUIPMENT BE REQUIRED TO WORK OVER

AND AROUND THE UTILITIES, THE CONTRACTOR MUST BE REQUIRED TO

FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING UTILITIES FROM

DAMAGE AND FOR FURNISHING SPECIAL EQUIPMENT MUST BE INCLUDED IN

THE BID FOR CONSTRUCTION.

9. THE CONTRACTOR MUST BE RESPONSIBLE FOR CONTACTING ALL AFFECTED

UTILITY OWNERS PRIOR TO SUBMITTING A BID TO COORDINATE SCHEDULING

OF WORK FOR THE PROJECT. THE CONTRACTOR MUST RECEIVE NO

ADDITIONAL COMPENSATION FOR ANY DELAYS OR INCONVENIENCE CAUSED

BY NECESSARY UTILITY COMPANY ADJUSTMENTS TO THE PROJECT SCHEDULE.

10. SUPPORTS AND HARDWARE MUST BE TYPE 316 STAINLESS STEEL. FIELD

BENDING IS NOT PERMITTED. VALVE SUPPORTS MUST BE INSTALLED ON

ADJACENT PIPING ON BOTH SIDES OF THE VALVE. SUBMIT SHOP DRAWINGS

OR CATALOG DATA FOR REVIEW AND APPROVAL. A DIELECTRIC ISOLATION

SHEET MUST BE PLACED WHERE DISSIMILAR METALS CONTACT ON THE

SUPPORT.

11. ALL UNSUITABLE MATERIAL, AS DETERMINED BY THE ENGINEER, OR

THROUGH TESTING, MUST BE REMOVED, LEGALLY DISPOSED, AND

REPLACED WITH SUITABLE MATERIAL, WITH CORRESPONDING CLOSURE

REPORT(S), AND ACCEPTABLE TO THE ENGINEER AND REGULATORY

AUTHORITIES.

12. DIELECTRIC COUPLINGS MUST BE USED AT DISSIMILAR METAL PIPING

CONNECTIONS.

13. ALL PIPING MATERIAL, AND APPURTENANCES MUST BE SUBMITTED ALONG

WITH SHOP DRAWINGS TO THE OWNERS REPRESENTATIVE FOR APPROVAL

BEFORE INSTALLATION.

14. HDPE PIPING EXPOSED TO SUNLIGHT MUST BE UVR AND SURFACE PREPARED

AND PAINTED WITH A WATER-BASED LATEX PAINT FOR UV RESISTANCE.

POTABLE WATER NOTES

1. PIPING AND FITTINGS MUST BE HDPE DR11, PER ASTM D3035 OR ASTM D2239

WITH A MINIMUM WORKING PRESSURE OF 150 PSI. PIPE AND FITTINGS OF THE

SAME MATERIAL MUST BE FROM ONE MANUFACTURER. PIPING AND

INSTALLATION MUST CONFORM TO THE FLORIDA PLUMBING CODE AND CODE

OF ORDINANCES OF THE CITY OF CLEARWATER, FLORIDA.

2. THE POTABLE WATER SYSTEM MUST BE PRESSURE TESTED DOWNSTREAM OF

THE POC. FLUSH PIPING WITH CLEAN WATER TO REMOVE DEBRIS. APPLY AND

MAINTAIN 150 PSI TEST PRESSURE FOR 4 HOURS, DURING WHICH TIME THERE

WILL BE NO REDUCTION IN TEST PRESSURE. SHOULD A REDUCTION OCCUR,

LEAKS MUST BE LOCATED, REPAIRED AND THE TEST REPEATED. THE POTABLE

WATER SYSTEM FROM THE POC, MUST BE STERILIZED PRIOR TO USE. A

SOLUTION OF CHLORINE AND WATER CONTAINING NOT LESS THAN 50 P.P.M. OF

FREE CHLORINE MUST BE INJECTED INTO THE SYSTEM IN SUCH A MANNER AS

TO ENSURE THAT THE ENTIRE SYSTEM IS COMPLETELY FILLED WITH THE

SOLUTION. AFTER INJECTION, THE SYSTEM MUST BE ISOLATED AND THE

SOLUTION HELD FOR A MINIMUM PERIOD OF 24 HOURS. THE SYSTEM MUST

THEN BE FLUSHED WITH FRESH WATER UNTIL THE CHLORINE LEVEL IS WITHIN

ACCEPTABLE LIMITS AS DETERMINED BY THE AUTHORITY HAVING

JURISDICTION. THE CONTRACTOR MUST ENSURE THAT THE WATER IN THE

SYSTEM IS NOT USED FOR HUMAN CONSUMPTION DURING THE STERILIZATION

PROCESS AND THAT STERILIZATION SOLUTION IS DISPOSED OF IN

ACCORDANCE WITH LOCAL REQUIREMENTS.

3. MAXIMUM DISTANCE OF PIPE BETWEEN PIPE SUPPORTS PER 2020 FLORIDA

BUILDING CODE MUST NOT EXCEED THE FOLLOWING, UNO:

4. HDPE MUST BE MARKED BY MANUFACTURER FOR POTABLE WATER AND/OR BE

NSF LISTED.

FIRE WATER SYSTEM NOTES

1. FIRE PROTECTION PLANS MUST BE APPROVED BY THE LOCAL FIRE

DEPARTMENT PRIOR TO THE INSTALLATION OF ANY PIPE. DURING

CONSTRUCTION, A SET OF APPROVED PLANS MUST BE MAINTAINED AT ALL

TIMES ON THE JOB SITE.

2. COMPLETED WORK MUST BE SUBJECTED TO A FIRE WATER PRESSURE TEST

OF 200 PSI FOR TWO HOURS, DURING WHICH THERE IS TO BE NO REDUCTION IN

TEST PRESSURE. IF A REDUCTION SHOULD OCCUR, LEAK(S) MUST BE LOCATED,

REPAIRED AND THE TEST REPEATED. IN ADDITION, ALL NEWLY INSTALLED FIRE

SERVICE LINES MUST PASS HYDROSTATIC AND HYDRODYNAMIC TESTING

REQUIREMENTS AS PERFORMED BY THE LOCAL FIRE MARSHAL.

3. THE SYSTEM MUST ONLY EMPLOY THE USE OF APPROVED MATERIALS AND

DEVICES OF NO LESS THAN 200 PSI RATED WORKING PRESSURE. MARINA FIRE

WATER PIPING MUST BE HDPE DR 11 TO BE CONSISTENT WITH EXISTING PIPE.

4. PIPING MATERIAL & FIREWATER SYSTEM MUST BE IN COMPLIANCE WITH NFPA

14 (2019), NFPA 303 (2021), FLORIDA FIRE PREVENTION CODE, AND

REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. ALL MATERIALS MUST

BE UL LISTED WHERE AVAILABLE.

5. THE MARINA FIRE WATER SYSTEM MUST BE A MANUAL WET CLASS 1

STANDPIPE SYSTEM, PER NFPA 14. THE INTENT IS TO REPLACE A PORTION OF

THE STANDPIPE SYSTEM IN KIND AS APPROVED BY THE CLEARWATER CITY

FIRE INSPECTOR.

6. FLEXIBLE HOSE CONNECTIONS AT GANGWAYS MUST BE FACTORY ASSEMBLED

LENGTHS OF CONTINENTAL PLICORD SUPER BLACK FLEXWING OR APPROVED

EQUAL, 7" MIN BEND RADIUS ON A 3" HOSE, 300 PSI WORKING PRESSURE WITH

MARINE 316 STAINLESS STEEL COUPLINGS EACH END.

7. MAXIMUM DISTANCE OF ABOVEGROUND PIPE BETWEEN PIPE SUPPORTS (PER

NFPA) MUST NOT EXCEED THE FOLLOWING UNO:

8. MODIFICATIONS TO THE FIRE PROTECTION STANDPIPE SYSTEM MUST BE

PERFORMED BY A LICENSED FIRE PROTECTION CONTRACTOR AND PLANS

MUST BE SUBMITTED UNDER A SEPARATE PERMIT BY SAID CONTRACTOR.

SANITARY SEWER SYSTEM NOTES

1. PIPING AND FITTINGS MUST BE HDPE DR11, PER ASTM D3035 OR ASTM D2239

WITH A MINIMUM WORKING PRESSURE OF 150 PSI.

2. PRIOR TO INSTALLATION, THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS

TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL OF THE INDICATED

FORCE MAIN SEWER SYSTEM, INCLUDING PIPE AND FITTINGS, AND LAYOUT TO

THE POC WITH AN EXISTING GRAVITY SEWER SYSTEM, INDICATING DETAILS OF

FITTINGS AND APPURTENANCES. THE CONTRACTOR IS RESPONSIBLE TO

PROVIDE A COMPLETE WORKING SEWER SYSTEM, AND PROVIDE COMPATIBLE

PIPING AND FITTING MATERIALS.

3. NO MODIFICATIONS TO THE PUMPOUT UNIT ARE REQUIRED. REMOVE AND

REPLACE SEWER FORCE MAIN PIPING AS INDICATED ON THE DRAWINGS.

4. WHERE POSSIBLE, TWO 45° ELLS MUST BE USED IN LIEU OF 90° ELL. 90° ELLS

MUST BE LONG RADIUS.

5. MAXIMUM DISTANCE BETWEEN PIPE SUPPORTS MUST COMPLY WITH POTABLE

WATER SYSTEM NOTE 3.

6. ALL LINES MUST BE HYDROTESTED AS A WATER LINE OF 150 PSI.

NOMINAL

PIPE SIZE

3" 2"

1 1/2" 1"

HDPE PIPE

SPAN, FEET

2 1/2" 3"

NOMINAL

PIPE SIZE

HDPE PIPE

SPAN, FEET

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This document has been electronically signed and sealed by Wilfredo J. Ruiz Planell, P.E. on the date adjacent to the seal.

Signature must be verified on any electronic copies.

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EXISTING FIRE RISERS TO

BE REPLACED PER M-101

FIRE WATER PIPING AND

SUPPORTS TO BE DEMOLISHEDCUT AND CAP FIRE

STANDPIPE

EXISTING PUMPOUT

UNIT TO REMAIN

STEEL FIRE RISER

PEDESTAL TO BE

REINSTALLED (TYP)

DEMO PIPING AND

EQUIPMENT WITH

WAVE ATTENUATORS

CUT AND CAP UTILITIES

PRIOR TO DEMOLITION

EXISTING POTABLE WATER

AND FIRE STANDPIPE TO

REMAIN

EXISTING FIRE STANDPIPE

AND RISERS TO REMAIN

EXISTING POTABLE

WATER PIPE TO REMAIN

GANGWAY AND UTILITIES TO BE

DEMOLISHED. CUT AND CAP

FOR FUTURE RECONNECTION.

EXISTING POTABLE

WATER PIPE TO REMAIN

EXISTING GANGWAY TO BE REMOVED

DURING CONSTRUCTION AND

REINSTALLED. SEE NOTE #5.

BULKHEAD

FIXED PIER

TRANSIENT DOCK

I N T E R C O A S T A L W A T E R W A Y

CUT AND CAP UTILITIES

PRIOR TO DEMOLITION

GANGWAY PLATFORM

TO REMAIN

DOCKS TO REMAIN

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

21SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

MECHANICAL DEMOLITION PLAN

SCALE: 1" = 40'

MECHANICAL DEMOLITION PLAN MD101

2026-01-30

KJG

APB

NEL

WRP

11NANCY LEHR

40' 0' 40' 80'

SCALE: 1''=40'

NOTES

1. FIVE WAVE ATTENUATORS ARE BEING REMOVED. SEE

STRUCTURAL DRAWINGS.

2. REMOVE ALL PIPING AND SUPPORTS IN LIMITS OF

DEMOLITION.

3. CUT AND TEMPORARILY CAP EXISTING HDPE PIPING.

PREPARE PIPE ENDS FOR FUTURE ELECTRO-FUSION.

4. SHOP DRAWINGS MUST BE SUBMITTED FOR

APPROVAL PRIOR TO CONSTRUCTION.

5. DETACH FLEXIBLE HOSES AND PIPING SO THAT THEY

CAN BE REUSED AFTER GANGWAY IS REINSTALLED.

PIPING, FITTINGS, AND SUPPORTS MUST BE REPLACED

IN-KIND IF THEY ARE DAMAGED DURING REMOVAL.

LEGEND

DEMOLITION

UTILITY PEDESTAL

FIRE HOSE CONNECTION

SEWER PUMPOUT UNIT

FLEXIBLE HOSE

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This document has been electronically signed and sealed by Wilfredo J. Ruiz Planell, P.E. on the date adjacent to the seal.

I N T E R C O A S T A L W A T E R W A Y

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A U

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EA

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AT

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ORI

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AY

S O U T H B A S I N N O R T H B A S I N

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

21SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

MECHANICAL OVERALL PLAN

SCALE: 1" = 50'

MECHANICAL OVERALL PLAN M-100

2026-01-30

KJG

APB

NEL

12NANCY LEHR

50' 0' 50' 100'

SCALE: 1''=50'

M-101 M-102

N

This document has been electronically signed and sealed by Wilfredo J. Ruiz Planell, P.E. on the date adjacent to the seal.

FIRE RISER (TYP)

NEW 3" HDPE

DR11 FM

EXISTING 3"

HDPE DR11 FW

EXISTING 3"

HDPE DR11 FW

EXISTING 3"

HDPE DR11 FM

BULKHEAD

UTILITY PEDESTAL

(TYP)

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F F F F F F F F F F F F F F F FF F F F F F F F F F F F F F F F

F F

F F

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FF

EXISTING 2"

HDPE DR11 PW

CONNECT NEW

FIRE WATER PIPE

TO EXISTING PIPE

M-501

EXISTING HDPE

DR11 PW

NEW 3" HDPE

DR11 FW

M-501

EXISTING

HDPE DR11 PW

EXISTING HOSE

PEDESTAL (TYP)

NEW 3" HDPE DR11 FW

NEW WAVE

ATTENUATOR

RE-COUPLE OLD FLEXIBLE

HOSES TO NEW UTILITIES

FIRE EXTINGUISHER

CABINET (TYP)

M-501

RECONNECT POTABLE

WATER TO PEDESTALS THAT

WERE REPLACED (TYP)

NEW 3" HDPE

DR11 PW

EXISTING FIRE RISER (TYP)

I N T E R C O A S T A L W A T E R W A Y

ELECTROFUSE EXISTING

FLOATING WALKWAY PIPING

TO NEW PIPE

NEW 2" HDPE

DR11 PW

NEW 3" HDPE

DR11 FW

ELECTROFUSE EXISTING

FLOATING WALKWAY PIPING

TO NEW PIPE

ELECTROFUSE EXISTING

FLOATING DOCK PIPING

TO NEW PIPE

UTILITY CHASE IN THE

FLOATING DOCK

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

21SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

MECHANICAL PLAN

SCALE: 1" = 20'

MECHANICAL PLAN (1 OF 2) M-101

2026-01-30

KJG

APB

NEL

13NANCY LEHR

20' 0' 20' 40'

SCALE: 1''=20'

M A

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M -1

LEGEND

UTILITY PEDESTAL

FIRE HOSE CONNECTION

SEWER PUMPOUT UNIT

EXISTING FORCE MAIN

NEW FORCE MAIN

EXISTING FIRE WATER

NEW FIRE WATER

EXISTING POTABLE WATER

NEW POTABLE WATER

FIRE EXTINGUISHER CABINET

FLEXIBLE HOSE

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NOTES

1. PIPE SUPPORT SPACING MUST BE A MAXIMUM OF 6FT FOR 3" PIPING AND 4FT FOR 2"

PIPING.

2. PIPE SUPPORTS AND FASTENERS MUST BE 316 STAINLESS STEEL. ALL PIPING MUST BE

ELECTROFUSED PER ASTM F1055.

3. FLOATING DOCK UTILITY ROUTING TO BE COORDINATED WITH DOCK VENDOR. SHOP

DRAWINGS MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.

4. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ON CONDUIT

LAYOUT.

5. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL GANGWAY AND FLOATING DOCK

INFORMATION.

6. REFER TO G-002 FOR TIDAL INFORMATION.

This document has been electronically signed and sealed by Wilfredo J. Ruiz Planell, P.E. on the date adjacent to the seal.

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EXISTING 2"

HDPE DR11 PW

NEW 3" HDPE

DR11 FW

EXISTING 3"

HDPE DR11 FW

EXISTING 3"

HDPE DR11 FW

EXISTING FIRE RISER (TYP)

NEW 3" FLEXIBLE

HOSE (TYP)

EXISTING

HDPE DR11 PW

M-501

FIRE RISER (TYP)

BULKHEAD

FIXED PIER

EXISTING HOSE

PEDESTAL (TYP)

TRANSIENT DOCK

CONNECT POTABLE

WATER TO PEDESTALS

THAT WERE REPLACED

NEW 3" HDPE

DR11 FW

I N T E R C O A S T A L W A T E R W A Y

ELECTROFUSE NEW PIPING

TO EXISTING PIPING

TOWARDS FIXED PIER

5M -501

NEW GANGWAY

EXISTING PLATFORM

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

21SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

MECHANICAL PLAN

SCALE: 1" = 20'

MECHANICAL PLAN (2 OF 2) M-102

2026-01-30

KJG

APB

NEL

14NANCY LEHR

20' 0' 20' 40'

SCALE: 1''=20'

M A

TC

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IN

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S E

E S

H E

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M -1

LEGEND

UTILITY PEDESTAL

FIRE HOSE CONNECTION

SEWER PUMPOUT UNIT

FLEXIBLE HOSE

EXISTING FIRE WATER

NEW FIRE WATER

EXISTING POTABLE WATER

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1. PIPE SUPPORT SPACING MUST BE A MAXIMUM OF 6FT FOR 3" PIPING AND 4FT FOR 2"

PIPING.

2. PIPE SUPPORTS AND FASTENERS MUST BE 316 STAINLESS STEEL. ALL PIPING MUST BE

ELECTROFUSED PER ASTM F1055.

3. FLOATING DOCK UTILITY ROUTING TO BE COORDINATED WITH DOCK VENDOR. SHOP

DRAWINGS MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.

4. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ON CONDUIT

LAYOUT.

5. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL GANGWAY AND FLOATING DOCK

INFORMATION.

6. REFER TO G-002 FOR TIDAL INFORMATION.

This document has been electronically signed and sealed by Wilfredo J. Ruiz Planell, P.E. on the date adjacent to the seal.

NEW 2 1/2" ANGLE BRASS

VALVE W/ FIRE DEPARTMENT

HOSE CONNECTION

M

IN

' T

O M

A X

3"X3" TEE

NEW WAVE

ATTENUATOR

REUSE STEEL RISER

PEDESTAL AND BASE

PENETRATION

THROUGH WALER

3" FW

NEW 2.5" SS

PIPE RISER

NOTE: PIPING AND SUPPORTS

MUST BE INSTALLED ABOVE THE

WATER. STAGGER THE SUPPORTS

TO ALLOW FOR MORE SPACE

EATON B3180 SS PIPE STRAP W/ SS

EXPANSION ANCHOR BOLTS (TYP)

3" HDPE TO SS TRANSITION FITTING

FEMALE W/ 2.5" SS BUSHING

3" FM OR 2" PW,

SEE PLANS

1" F

R E

E B

O A

R D

UTILITY PEDESTAL UL

LISTED, SEE ELECTRICAL

DRAWINGS FOR DETAILS

3" OR 2" PW

3/4" TAP SADDLE

FITTING OR TEE DOCK UTILITY CHASE

OR BLOCKOUT

NEW WAVE

ATTENUATOR

BALL VALVE

3/4" HOSE BIBB W/

VACUUM BREAKER

3/4" FLEXIBLE HOSE

WALER

10# ABC DRY

CHEMICAL

EXITINGUISHER

3/8"Ø X 3" SS ANCHOR

BOLTS (TYP), VERIFY WITH

CABINET MANUFACTURER

FIRE EXTINGUISHER CABINET

CONSTRUCTED OF CORROSION

RESISTANT MATERIAL BY MEE OR

APPROVED EQUAL

NEW WAVE

ATTENUATOR

GANGWAY (TYP)

EXISTING INTERMEDIATE

PLATFORM

FLOATING DOCK

MINI-RAMP

EXISTING 3"

HDPE DR11 FW

24"±1" FREEBOARD

3"Ø STEEL VIC COUPLING

OR APPROVED EQUAL (TYP)

3" HDPE TO SS TRANSITION

OR APPROVED EQUAL (TYP)3" FLEXIBLE

HOSE (TYP)

3" HDPE DR11 ELL, ELECTROFUSE

TO EXISTING PIPING

SS CLEVIS HANGER (TYP),

6' MAX SUPPORT SPACING

45° HDPE DR11 BEND (TYP),

ADJUST BEND ANGLES TO

ALIGN PIPE CENTERLINES

ELECTROFUSE EXISTING

PIPING FROM FIXED PIER TO

NEW 45° HDPE DR11 BEND

EXISTING 3" HDPE

DR11 FW PIPING

NEW 3" HDPE DR11

FW PIPING (TYP)

EXISTING

FIXED PIER

M-501

NOTE: ALLOW ADEQUATE SLACK IN THE FLEXIBLE HOSE FOR

TIDAL MOVEMENT. AVOID FLEXIBLE HOSE SUBMERGING IN

THE WATER WHERE POSSIBLE.

3" HDPE DR11

FW LINE SS CLEVIS

HANGER

1/2" SS

HANGER ROD

ATTACH TO THE

PLATFORM OR

THE GANGWAY

AS NEEDED

REVISION BY DATE

DATE DRAWN:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

CITY PROJECT NO.:

CITY OF CLEARWATER, FLORIDA

ENGINEERING DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLEARWATER HARBOR MARINA N-E WALKWAY AND GANGWAY

M&N JOB NO.: CHECKED BY:

SHEET REFERENCE NO.

INDEX: OF

100% DESIGN

ISSUED: 2026-04-30

21SUBMITTED BY:

CITY PLAN SET NO.:

23-0030-MA

2023-016

230886-04

M-101

DETAIL: FIRE RISER

SCALE: 1"=1'-0"

M-102

NOTES

1. PIPE SUPPORT SPACING MUST BE A MAXIMUM OF 6FT

FOR 3" PIPING AND 4FT FOR 2" PIPING.

2. PIPE SUPPORTS AND FASTENERS MUST BE 316

STAINLESS STEEL. ALL PIPING MUST BE

ELECTROFUSED PER ASTM F1055.

3. FLOATING DOCK UTILITY ROUTING TO BE

COORDINATED WITH DOCK VENDOR. SHOP DRAWINGS

MUST BE SUBMITTED FOR APPROVAL PRIOR TO

CONSTRUCTION.

4. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION ON CONDUIT LAYOUT.

5. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

GANGWAY AND FLOATING DOCK INFORMATION.

6. REFER TO G-002 FOR TIDAL INFORMATION.

MECHANICAL DETAILS M-501

2026-01-30

KJG

APB

NEL

15NANCY LEHR

M-101

DETAIL: FIRE EXTINGUISHER CABINET

SCALE: NTS

M-101

DETAIL: UTILITY PEDESTAL

SCALE: NTS

1'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 1"=1'-0''

M-101

SECTION: TRANSIENT DOCK TO FIXED PIER TRANSITION

SCALE: 3/8" = 1'-0"

M-101

DETAIL: CLEVIS HANGER

SCALE: NTS

4'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 3/8"=1'-0''

This document has been electronically signed and sealed by Wilfredo J. Ruiz Planell, P.E. on the date adjacent to the seal.

ELECTRICAL GENERAL NOTES

1. GENERAL CONDITIONS:

A. UNDER THIS SECTION THE CONTRACTOR MUST PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, APPURTENANCES, SERVICES AND SUPERVISION FOR A COMPLETE AND OPERATIONAL ELECTRICAL

SYSTEM AS SHOWN ON THE DRAWING. ALL MATERIAL AND EQUIPMENT MUST BE WORKED INTO A

COMPLETE,…