25-8575_-_Exhibit_M_-_Floating-Dock_S&S.pdf

COLLIER COUNTY, FLORIDA

SHEET INDEX

GENERAL INFORMATION

01 COVER SHEET

02 GENERAL NOTES

PLANS & DETAILS

03 SITE PLAN

04 FIXED DOCK PLAN

05 FIXED DOCK PILE PLAN

06 FLOATING DOCK PLAN

07 DOCK SECTION A

08 DOCK SECTION B

09 DOCK SECTION C

10 DOCK DETAILS

N

WATER BODY

(TIDAL)PROJECT

LOCATION

SCALE : 1" = 1000'

990 N. BARFIELD DR

FLOATING DOCK PLANS

MARCO ISLAND, COLLIER COUNTY COUNTY, FLORIDA

TOWNSHIP: 52S, RANGE: 26E, SECTION 08

PROJECT LOCATION

990 N. BARFIELD DR, MARCO ISLAND, FLORIDA 34145

PROJECT

LOCATION

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

COVER SHEET 01

NOTES:

1. COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983, EAST

ZONE (NAD83)

2. ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88)

3. THE VERTICAL DATUMS ESTABLISHED BY DEP FOR THIS AREA ARE: MEAN HIGH WATER

ELEVATION & MEAN LOW WATER ELEVATION AS DETAILED IN THE TIDE INFORMATION CHART.

4. NOTE: THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION

PURPOSES UNLESS SIGNED AND SEALED BY:

JOSEPH T. FOSTER. P.E.

FL LIC# 79708

TIDE INFORMATION

M.H.W.

NAVD 1988

M.L.W.

RELATIONSHIP BETWEEN NAVD 1988,

MEAN HIGH WATER, MEAN LOW WATER

TIDAL DATUM (1983 - 2001 EPOCH)

NOTE:

TIDE INFORMATION OBTAINED

FROM TIDE STATION I.D.

+0.35'

-1.66'

8725110, FLORIDA

Jill Larner JF Stamp

1. GENERAL

1.A. THE WORK CONSISTS OF PROVIDING ALL CONSTRUCTION, LABOR, EQUIPMENT, MATERIAL & OPERATIONS IN CONNECTION WITH THE

INSTALLATION OF THE DOCK & RELATED IMPROVEMENTS AS SHOWN ON THESE DRAWINGS.

1.B. ANY DISCREPANCIES IN THE PLANS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS ADDRESSED THE DISCREPANCIES.

1.C. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES IN THE PROJECT VICINITY. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY WITHIN THE PROJECT VICINITY, INCLUDING STAGING SITES, WORK & ACCESS AREAS SHALL BE REPAIRED PROMPTLY BY THE CONTRACTOR. ANY DAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO COST TO THE OWNER. ALL ACCESS & STAGING AREAS SHALL BE KEPT NEAT, ORDERLY & IN A SAFE MANNER. ALL ACCESS & STAGING AREAS SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON PROJECT COMPLETION AT THE COST OF THE CONTRACTOR. THE SITE SHALL BE RESTORED BY REMOVING & FINISHING ALL EVIDENCE FOR CONSTRUCTION. IN THE EVENT INFRASTRUCTURE (SUCH AS WALKWAYS, SIDEWALKS, FENCES, VEGETATION, ETC.) IS TEMPORARILY REMOVED OR RELOCATED OR THERE IS UNAUTHORIZED DAMAGE TO VEGETATION AND/OR FACILITIES BY THE CONTRACTOR, THE CONTRACTOR SHALL RESTORE ALL DAMAGE TO STRUCTURES & NATURAL FEATURES TO

PRE-CONSTRUCTION CONDITIONS OR BETTER. UNLESS OTHERWISE NOTED IN CONTRACT.

1.D. UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRESENT UTILITIES PRIOR TO CONSTRUCTION.PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE AND DISCONNECT UTILITY SERVICES AND ELECTRICAL / MECHANICAL SYSTEMS, OR TEMPORARILY CAP/SUPPORT SUCH SERVICES TO THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PARTIES WHO MAY BE AFFECTED

BY INTERRUPTION OF SERVICES.

1.E. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CLEARANCE & PROTECTION TO ALL OVERHEAD WIRES & OBSTRUCTIONS.

1.F. THE CONTRACTOR SHALL EXCLUDE THE PUBLIC FROM THE WORK AREAS IN THE IMMEDIATE VICINITY OF OPERATIONS. CONTRACTOR SHALL

PROVIDE APPROPRIATE SAFETY MEASURES TO PROTECT THE PUBLIC.

1.G. WHEN PUMPING CONCRETE, THE TRUCK CHUTE & PUMP WILL HAVE VISQUEEN OR SIMILAR PROTECTIVE MATERIAL ON THE ROADWAYS TO

PREVENT SPILLAGE ONTO THE ASPHALT OR PAVERS.

1.H. ANY EXISTING UTILITIES (PEDESTALS, WATER) LADDER OR CLEAT FOUND ATTACHED TO THE EXISTING CAP OR DOCK THAT WILL BE IMPACTED

BY THIS WORK SHALL BE REMOVED & REATTACHED TO THE NEW WORK.UNLESS OTHERWISE NOTED IN CONTRACT.

1.I. ANY EXISTING UTILITIES THAT ARE NOT BEING REMOVED, BUT ARE BEING IMPACTED, SHALL BE TEMPORARILY SUPPORTED & REATTACHED AS

REQUIRED.

1.J. ANY DAMAGED DOCK PILES OR PORTIONS OF DOCK SHALL BE REMOVED & REPLACED AS REQUIRED.

1.K. ALL NEW STRUCTURAL WORK INCLUDING CONCRETE & REINFORCEMENT SHALL BE ACCURATELY FIELD MEASURED & DIMENSIONS VERIFIED BY

THE CONTRACTOR PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL BE PREPARED TO MAKE FIELD ADJUSTMENTS TO ACCURATELY FIT

THE NEW WORK TO EXISTING CONDITIONS.

1.L. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS & APPROVALS HAVE BEEN SECURED.

1.M. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN CHANGED IN SIZE BY REPRODUCTION. THIS SHOULD BE

CONSIDERED WHEN OBTAINING SCALED DATA. THESE DRAWINGS SHALL NOT BE SCALED. RELY ONLY ON SPECIFIED DIMENSIONS.

1.N. CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE, & NATIONAL BUILDING CODES & GOVERNING

REGULATIONS, FDEP & USACE. CONTRACTOR SHALL ADHERE TO ALL CONDITIONS OF THE PERMITS & EXEMPTIONS.

1.O. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY

THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE MADE.

2. LAYOUT & TESTING

2.A. ALL CONSTRUCTION STAKEOUTS SHALL BE PERFORMED BY & PAID FOR BY THE CONTRACTOR UNLESS OTHERWISE NOTED IN CONTRACT. ALL TESTING & INSPECTION FOR CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS.

3. DEMOLITION

3.A. CONTRACTOR SHALL VERIFY THE EXTENTS, LOCATION & QUANTITIES OF EXISTING ELEMENTS TO BE REMOVED.

3.B. ALL DEBRIS WITHIN THE LIMITS OF THE PROJECT SHALL BE HAULED OFF SITE BY THE CONTRACTOR & DISPOSED OF IN A PROPER LOCATION.

NO ILLEGAL DUMPING'

3.C. CONTRACTOR SHALL NOT DAMAGE ANY STRUCTURAL COMPONENTS BEYOND THE DEMOLITION REQUIREMENTS DEPICTED IN THESE

DRAWINGS. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. ENVIRONMENTAL MANAGEMENT PLAN

4.A. ALL WORK WILL ADHERE TO PERFORMANCE REQUIREMENTS OF THE CLEAN WATER ACT, SECTION 404 PERMIT & SECTION 401 WATER QUALITY CERTIFICATION. NO IN-WATER WORK WILL BEGIN UNTIL AFTER ISSUANCE OF REGULATORY AUTHORIZATIONS.

4.B. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF AN ENVIRONMENTAL PROTECTION PLAN. THE PLAN WILL IDENTIFY CONSTRUCTION ELEMENTS & RECOGNIZE SPILL SOURCES AT THE SITE. THE PLAN WILL OUTLINE BMP'S, RESPONSIVE ACTIONS IN THE EVENT OF A SPILL OR RELEASE, & NOTIFICATION & REPORTING PROCEDURES. THE PLAN WILL ALSO OUTLINE CONTRACTOR MANAGEMENT ELEMENTS SUCH AS PERSONNEL RESPONSIBILITIES, ACTION AREA SECURITY, SITE INSPECTIONS & TRAINING.

4.C. NO PETROLEUM PRODUCTS, LIME, CHEMICALS, OR OTHER TOXIC OR HARMFUL MATERIALS WILL BE ALLOWED TO ENTER SURFACE WATERS.

4.D. WASH WATER RESULTING FROM WASH-DOWN OF EQUIPMENT OR WORK AREAS WILL BE CONTAINED FOR PROPER DISPOSAL.

4.E. EQUIPMENT THAT ENTERS SURFACE WATERS WILL BE MAINTAINED TO PREVENT ANY VISIBLE SHEEN FROM PETROLEUM PRODUCTS.

4.F. NO OIL, FUELS, OR CHEMICALS WILL BE DISCHARGED TO SURFACE WATERS, OR ONTO LAND WHERE THERE IS A POTENTIAL FOR RE-ENTRY

INTO SURFACE WATERS. FUEL HOSES, OIL DRUMS, OIL OR FUEL TRANSFER VALVES, FITTINGS, ETC. WILL BE CHECKED REGULARLY FOR

LEAKS & WILL BE MAINTAINED & STORED PROPERLY TO PREVENT SPILLS.

4.G. NO CLEANING SOLVENTS OR CHEMICALS USED FOR TOOLS OR EQUIPMENT CLEANING WILL BE DISCHARGED TO GROUNDWATER OR

SURFACE WATERS.

4.H. CONSTRUCTION MATERIALS WILL NOT BE STORED WHERE HIGH TIDES, WAVE ACTION, OR UPLAND RUNOFF COULD CAUSE MATERIALS TO

ENTER SURFACE WATERS.

4.I. BARGE OPERATIONS WILL BE RESTRICTED TO TIDAL ELEVATIONS ADEQUATE TO PREVENT GROUNDING OF A BARGE.

5. TURBIDITY BARRIERS

5.A. THE CONTRACTOR SHALL FURNISH, INSTALL & MAINTAIN TURBIDITY CONTROL BARRIERS AROUND THE WORK AREA AS NECESSARY.

THE PURPOSE OF THE BARRIER IS TO AVOID ANY DEBRIS FROM GOING INTO THE MAIN WATERS. THE CONTRACTOR HAS THE OPTION TO ENCLOSE THE ENTIRE WATERSIDE OF THE SITE, WITHIN THE LIMITS OF DISTURBANCE, OR TO INSTALL & MOVE THE BARRIER IN STAGES. THE CONTRACTOR SHALL MAINTAIN SUCH BARRIERS AT ALL TIMES IN THE AREAS WHERE WORK IS IN PROGRESS UNLESS STRONG CURRENT

PREVENTS THEIR DEPLOYMENT.

5.B. TURBIDITY BARRIERS TO BE MANUFACTURED IN ACCORDANCE WITH FDOT ROADWAY & TRAFFIC DESIGN STANDARDS INDEX NO. 103.

5.C. BARRIERS SHALL BE ANCHORED AT 100 FT INTERVALS MAX. PROVIDE A BUOY AT EACH ANCHOR LOCATION.

6. EROSION & SEDIMENT CONTROL

6.A. SILT FENCES TO BE MANUFACTURED & INSTALLED IN ACCORDANCE WITH FDOT ROADWAY & TRAFFIC DESIGN STANDARDS INDEX NO. 102

& FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION SECTION 104.

7. TIDAL DATA

7.A. CONTRACTOR MAY NEED TO ADJUST WORK PLAN TO ACCOUNT FOR ACTUAL WATERLEVELS & CHANGING WATER LEVELS. THE SITE MAY BE SUBJECT TO VARIABLE WAVE & SURGE CONDITIONS & IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES & SHORELINE DURING CONSTRUCTION. TIDAL DATA OBTAINED FROM CLOSEST NOAA STATION.

TURBIDITY BARRIER TO ENCLOSE

WORKING/DISTURBANCE AREA

DURING CONSTRUCTION

WORK AREA

CONSTRUCTION

BARGE

PLAN - OFF SHORE PLAN - ALONG SHORE

DETAIL: TURBIDITY CONTROL BARRIER

NOTE: TURBIDITY BARRIERS SHALL BE MANUFACTURED IN ACCORDANCE WITH

FDOT ROADWAY AND TRAFFIC STANDARDS INDEX NO. 103, 2010 EDITION

CONSTRUCTION

BARGE

WORK AREA

TURBIDITY BARRIER TO ENCLOSE

WORKING/DISTURBANCE AREA

DURING CONSTRUCTION

ANCHOR AT SHORELINE EXISTING SHORELINE

TBTB TB

TB

TB

TB

TB

TB

TB

TB TB

TB TB

TB

TB

TB

TB

KNOW WHAT'S BELOW.

ALWAYS CALL 811.

CALL BEFORE YOU DIG.

IT'S FAST. IT'S FREE. IT'S

THE LAW.

WWW.CALLSUNSHINE.COM

CONTRACTOR TO VERIFY THAT

ELECTRICAL LINES ARE DEENERGIZED

PRIOR TO ANY WORK

TURBIDITY CURTAINS TO BE USED IN

ACTIVE CONSTRUCTION AREA DURING

IN-WATER ACTIVITIES

SYMBOLS LEGEND

DIRECTION OF

CUT VIEW

A

SHEET NUMBER

SECTION IS ON

DETAIL LETTER

SHEET NUMBER

DETAIL IS ON

SECTION NUMBER

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

GENERAL NOTES 02

SCALE:

PLAN

1" = 50'-0"

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

SITE PLAN 03

N

WATER

STORAGE

TANK

WATER

STORAGE

TANK

990 N BARFIELD DR

807 E ELKCAM CIRCLE

(WATER TREATMENT FACILITY)

PROPOSED

GANGWAY (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED 855.8 SQ

FT FLOATING DOCK

(TO BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED

73.8 SQ FT

FIXED DOCK

(1) (2) (3) (4)

PROPOSED SEAWALL

(REF SEAWALL PLAN SET)

PROPOSED 16K

LB LIFT (TO BE

SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED

20K LB LIFT (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED 10K

LB LIFT (TO BE

SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED DUAL

JET SKI LIFT (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

PR

O

PE

R

TY

L

IN

E

990 N BARFIELD DR 807 E ELKCAM CIRCLE

(WATER TREATMENT FACILITY)

PR

O

PE

R

TY

L

IN

E

SCALE:

FIXED DOCK PLAN

3/8" = 1'-0"

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

FIXED DOCK PLAN 04

N

5.3'

8.2'

10.2'

12.0'

PROPOSED SEAWALL

TO REMAIN (REF

SEAWALL PLAN SET)

EXISTING

SEAWALL TO

REMAIN

2" DECKING OVERHANG

(ALL SIDES)

PROPOSED DOCK TO

MATCH PROPOSED

SEAWALL CAP ELEV.

(5.5' NAVD)

0.40 C.C.A. PT WOOD OR

COMPOSITE DECKING

NOTE: TURBIDITY CURTAIN TO BE DEPLOYED DURING

ACTIVE CONSTRUCTION. NOT SHOWN FOR CLARITY.

PROPOSED GANGWAY (TO

BE SUPPLIED & INSTALLED

BY CONTRACTOR)

990 N BARFIELD DR

807 E ELKCAM CIRCLE

(WATER TREATMENT FACILITY)

PR

O

PE

R

TY

L

IN

E

SCALE:

FIXED DOCK PILE PLAN

3/8" = 1'-0"

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

FIXED DOCK PILE PLAN 05

N

PROPOSED

SEAWALL TO

REMAIN (REF

SEAWALL

PLAN SET)

EXISTING

SEAWALL TO

REMAIN

2.5 C.C.A PT

WOOD DOCK PILE

(INTERIOR)

0.60 C.C.A PT

WOOD PILE CAP

NOTE: TURBIDITY CURTAIN TO BE DEPLOYED DURING

ACTIVE CONSTRUCTION. NOT SHOWN FOR CLARITY.

PT W

D

JO

ISTS

16" O

.C

C

7.3'

4.3'

8.7'

10.4'

PROPOSED

GANGWAY (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

SCALE:

FLOATING DOCK PLAN

1" = 30'-0"

N

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

FLOATING DOCK PLAN 06

5.3'

8.2'

10.2'

12.0'

180.0'

990 N BARFIELD DR

807 E ELKCAM CIRCLE

(WATER TREATMENT FACILITY)

EXISTING

SEAWALL TO

REMAIN

PR

O

PE

R

TY

L

IN

E

2.5 C.C.A

FLOATING

DOCK PILE

5.0'

5.0'

CCSO DOCKGANGWAY (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

191.0'

PROPOSED

FIXED

DOCK

11.0'

WATER

STORAGE

TANK WATER

STORAGE

TANK

MPD DOCK

8.0'

TURBIDITY

CURTAIN AS

REQ'D

B

A

- TOTAL DOCK (FIXED/FLOATING) AREA: 979 SQ FT

- WATERWAY WIDTH: 100.1'

- MAX PROPOSED PROJECTION: 24.5'

100.1'

· CONTRACTOR TO VERIFY

ALL LIFT PILE LOCATIONS

PROPOSED

20K LB LIFT (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED

10K LB LIFT

(TO BE

SUPPLIED &

INSTALLED BY

CONTRACTOR)

172.0'

127.6'

PROPOSED

DUAL JETSKI

LIFT (TO BE

SUPPLIED &

INSTALLED BY

CONTRACTOR)

PROPOSED

FLOATING DOCK

(TO BE SUPPLIED

& INSTALLED BY

CONTRACTOR)

2.5 C.C.A

LIFT PILE

25.4'25.4'25.4'25.4'20.4'20.4'

52.4'

PROPOSED 16K

LB LIFT (TO BE

SUPPLIED &

INSTALLED BY

CONTRACTOR)

25.4'

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

FLOATING DOCK SECTION 07

SCALE:A FLOATING DOCK SECTION

1" = 20'-0"

807 E ELKCAM

CIRCLE

EXISTING

SEAWALL

T/DOCK EL. 5.5'

NAVD TO MATCH

PROPOSED

SEAWALL EL.

MHW : +0.35'

NAVD

MLW : -1.66'

NAVD

APPROX.

MUD LINE

PROPOSED

FLOATING DOCK

(TO BE SUPPLIED

& INSTALLED BY

CONTRACTOR)

GANGWAY (TO

BE SUPPLIED &

INSTALLED BY

CONTRACTOR)

FIXED

DOCK

2.5 C.C.A. PT

WOOD FLOATING

DOCK PILE

3.3' FROM MUDLINE TO MLW

T/PILE EL.

12' NAVD

12.0' 12.0'

TOP OF PILE

WRAP +1.35' NAVD

6" 1.0'

2.5 C.C.A. PT

WOOD DOCK

PILE12' (ACCOUNTS FOR

UP TO 1.7' OF

FUTURE DREDGE)

MHW : +0.35' NAVD

MLW : -1.66' NAVD

APPROX. MUD LINE

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

FLOATING DOCK SECTION 08

SCALE:B FLOATING DOCK SECTION

1"=10'

990 BARFIELD

PROPOSED

SEAWALL

NEW LIFT (TO BE

SUPPLIED & INSTALLED

BY CONTRACTOR)

PROPOSED

FIXED DOCK

PROPOSED

FLOATING DOCK

(TO BE SUPPLIED

& INSTALLED BY

CONTRACTOR)

2.5 C.C.A.

WOOD LIFT

PILE

T/PILE EL.

12' NAVD

3.6'

GANGWAY TO

FLOATING DOCK (TO BE

SUPPLIED & INSTALLED

BY CONTRACTOR)

12.0' 12.0'

2.5 C.C.A. PT

WOOD DOCK

PILE

2.5 C.C.A.

PT WOOD

FLOATING

DOCK PILE

HIGH DENSITY

POLYETHYLENE PILE

WRAP

(1.0' ABOVE MHW TO

6" BELOW MUDLINE)

0.40 A.C.Q. PT WOOD OR

COMPOSITE DECKING

0.60 C.C.A. PT

WOOD PILE CAP

0.60 C.C.A. PT

STRINGER

3.3' FROM

MUDLINE TO MLW

STAINLESS STEEL

THRU-BOLTS, TYP.

TOP OF PILE

WRAP +1.35' NAVD

DOCK EL. TO MATCH

PROPOSED CAP

EL. 5.5' NAVD

6"

1.0'

12' (ACCOUNTS FOR

UP TO 1.7' OF FUTURE

DREDGE)

14.0' (ACCOUNTS FOR UP TO

1.7' OF FUTURE DREDGE)

MHW : +0.35' NAVD

MLW : -1.66' NAVD

APPROX. MUD LINE

HIGH DENSITY

POLYETHYLENE PILE

WRAP

(1.0' ABOVE MHW TO

6" BELOW MUDLINE)

0.40 A.C.Q. PT WOOD OR

COMPOSITE DECKING

0.60 C.C.A. PT

WOOD PILE CAP

0.60 C.C.A. PT

STRINGER

3.3' FROM

MUDLINE TO MLW

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

FLOATING DOCK SECTION 09

SCALE:C FIXED DOCK SECTION

1"=10'

990 BARFIELD

PROPOSED

SEAWALL

PROPOSED

FIXED DOCK 2.5 C.C.A.

WOOD LIFT

PILE

TOP OF PILE

WRAP +1.35' NAVD

DECK EL. TO MATCH

PROPOSED CAP

EL. 5.5' NAVD

NEIGHBOR'S

EXISTING

SEAWALL

12.0' (ACCOUNTS

FOR UP TO 1.7' OF

FUTURE DREDGE)

1.0'

6"

OF 10

FOSTER CONSULTING

FL PROFESSIONAL ENGINEER NO. 79708

FL CERTIFICATE OF AUTHORIZATION NO. 32050

WWW.JFOSTERCONSULTING.COM

P: (727) 821-1949

P.O. BOX 7370, ST. PETERSBURG, FL 33734

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

FILE: REV:

SHEET:

DH

JTF

AS NOTED

990 N. BARFIELD DR

MARCO ISLAND, FLORIDA

DE LIC. # 18618 · NJ LIC. # 24GE05181200 · TX LIC. # 133648

NOT VALID UNLESS SIGNED & SEALED

01/15/24 22450

DOCK DETAILS 10

2.5 CCA PT WOOD PILE

(2) 0.60 CCA PT WOOD PILE CAP

(EACH SIDE)

S.S. THRU BOLTS

0.60 CCA PT WOOD STRINGER

WOOD OR COMPOSITE DECKING

SIMPSON H2.5 CLIP @ EACH PILE CAP

TO STRINGER CONNECTION (OR EQUAL)

0.60 C.C.A. PT WOOD SCAB BOARD

FASTENED TO STRINGER W/ (10) 16D

RINGSHANK NAILS

EDGE OF SCAB BOARD (BEHIND)

0.60 C.C.A. PT

WOOD STRINGER

0.60 C.C.A. PT WOOD SCAB

BOARD

(2) 0.60 C.C.A. PT

WOOD PILE CAP

0.60 C.C.A. SCAB BOARD FASTENED TO

STRINGER W/ (10) 16D RINGSHANK NAILS

CONNECTION DETAIL SCAB BOARD DETAIL

FIXED DOCK CONSTRUCTION DETAILS:

1. STRINGERS - 2"X10" 0.60 CCA P.T. WOOD @ 16" O.C. (MAX.)

2. PILE CAP - 2"X12" 0.60 CCA P.T. WOOD (ONE EACH SIDE) OR (2)-2"X12" 0.60 CCA P.T.

WOOD. USE 2"X12" WHERE NOTED ON PLAN.

3. PILE WRAP- ALL PT WOOD PILES ARE TO BE PRE-WRAPPED WITH A 0.30" HIGH

DENSITY POLYETHYLENE PILE WRAP. 1' ABOVE MHW, 6" BELOW MUDLINE.

4. DOCK PILES - 10" Ø 2.5 C.C.A. P.T. WOOD PILE, MIN 12'-0" EMBEDMENT.

5. 16K & 20K LIFT PILES - 12" Ø 2.5 C.C.A. P.T. WOOD PILE, 14'-0" EMBEDMENT.

5.1 10K LIFT PILES + JETSKI - 10" Ø 2.5 C.C.A. P.T. WOOD PILE, 12'-0" EMBEDMENT.

6. THRU BOLTS - (1) 5/8" Ø THRU BOLT @ PILE TO OUTSIDE STRINGER (2) 5/8" Ø THRU

BOLTS @ PILE TO PILE CAP

6.1. ALL BOLTS SHALL BE STAINLESS STEEL (S.S.) UNLESS NOTED OTHERWISE.

7. DECKING BOARDS - 1"X6" TREX TRANSEND OR 2"X6" COMPOSITE DECKING OR #1

GRADE, 0.40 A.C.Q. HAND SELECT MARINE GRADE DECK BOARDS.

7.1. 1/2" SPACING BETWEEN DECK BOARDS.

7.2. 1 1/2" DECKING OVERHANG (ALL SIDES).

FLOATING DOCK CONSTRUCTION DETAILS:

8. FLOATING DOCK: FLOATING DOCKS TO BE CONSTRUCTED PER FLOATING DOCK

MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS FOR THE FLOATING DOCK TO BE

SUPPLIED AND INSTALLED BY THE CONTRACTOR ARE:

-FLOATS: HDPE (HIGH-DENSITY POLYETHYLENE) ENCAPSULATED EPS (EXPANDED

POLYSTYRENE) FOAM

-FRAME: FULLY WELDED MARINE GRADE ALUMINUM OR PT WOOD WITH GALVANIZED STEEL

HARDWARE

-DECKING: PT WOOD OR COMPOSITE (COLOR TO BE SELECTED VIA SUBMITTAL) TO MATCH

NEW FIXED DOCK

-FREEBOARD HEIGHT: 17-18”

-COMMERCIAL-GRADE DOUBLE-MOLDED DOCK EDGING TO BE LOCATED ON THE ENTIRE

EASTERN SIDE OF THE DOCK.

-CAST ALUMINUM 14” MINIMUM LENGTH CLEATS: FOUR (CCSO) AND TWELVE (MARCO PD) TO

BE LOCATED ON EASTERN SIDE OF THE DOCK (POSITIONING TO BE SELECTED VIA

SUBMITTAL)

-EACH PILE GUIDE IS TO BE EQUIPPED WITH FOUR ROLLERS.

9. GANGWAY: GANGWAYS TO BE CONSTRUCTED PER GANGWAY MANUFACTURER'S

SPECIFICATIONS. SPECIFICATIONS FOR THE GANGWAY TO BE SUPPLIED AND INSTALLED BY

THE CONTRACTOR ARE:

-MARINE GRADE ALUMINUM CONSTRUCTION

-ALUMINUM PIPE RAILINGS WITH MINIMUM CLEARANCE OF 42” IN-BETWEEN

-SLIP RESISTANT ALUMINUM DECKING.

-GANGWAY MINIMUM 20' IN LENGTH

10. DOCK PILES: 10" Ø 2.5 C.C.A. P.T. WOOD PILE, MIN 12'-0" EMBEDMENT.

11. MEETS FBC 2023, 8TH-EDITION.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"