16-2. 2023 GHD Mid-TownSeawallReplacement - Drawings.pdf
PDF 27 MB Posted
- Attached to
- RFQ No. 2026-013 Owner's Representative Services for Mid-Town Construction Projects State and local contract opportunity
- Solicitation number
- 2026-013
- Issued by
- Palm Beach County, Florida
About this file
Summary of Town of Palm Beach Mid-Town Seawall Replacement Project Drawings
This document set comprises comprehensive architectural and engineering drawings for the Town of Palm Beach's Mid-Town Seawall Replacement project, prepared by GHD Inc. and issued for bid in April 2023. The project encompasses the replacement of approximately 7,315 linear feet of seawall along South Ocean Boulevard in Palm Beach, Florida, spanning from station 10+00 to 37+15. The work includes demolition of existing knee walls and pile caps, installation of new steel sheet pile walls with concrete facing, installation of helical anchor tieback systems, and construction of three wall types (A, B, and C) with varying structural specifications. The drawings specify detailed requirements for removal and reinstallation of existing site features including timber stairs, ramps, pedestrian and vehicle access gates with flood gate capabilities, and prefabricated erosion protection units. Special considerations are detailed for work near sensitive structures including the Worth Avenue Clock Tower, Beach Access Tunnel at 100 Worth Avenue, Lifeguard Bunker and Observation Deck, and a 30-inch storm drain outfall. The project requires coordination with existing utilities, protection of existing palm trees and landscaping, and restoration of beach-side conditions upon completion.
The construction specifications establish minimum 28-day concrete compressive strength of 5,000 PSI, galvanized and marine-grade coated steel components, and adherence to 2021 FDOT Design Manual standards and ACI 318 building code requirements. Helical anchor assemblies are specified with ultimate capacities of 150 KIP (SS200) and 200 KIP (SS225) with corresponding torque ratings of 16,000 and 21,000 foot-pounds respectively. The project design addresses a 190 MPH wind speed with Exposure D risk category IV criteria and includes geotechnical information from subsurface exploration and a 2020 Terraquatic survey. All work must occur above the mean high water line with no equipment, materials, or storage authorized seaward of this boundary. The contractor assumes full responsibility for design and maintenance of temporary shoring, protection of existing facilities and utilities, and restoration of all site improvements damaged during construction. Elevations reference the North American Vertical Datum of 1988 (NAVD88), with the proposed top of seawall at elevation 15.90 feet across the project limits.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 15-Pre Proposal Conference Via Teams.pdf | ||
| 20-RFQ - Contractor -Instructions to Suppliers and General Conditions.pdf | ||
| 8-Town of Palm Beach Insurance Requirements for Consultants.pdf | ||
| 6-TOPB Drug Free Workplace Form.pdf | ||
| 17-Background and scope of work.pdf | ||
| 11-Protest Procedure Form.pdf | ||
| 18-Evaluation Factors.pdf | ||
| 10-Bidder’s Qualification Form - Rev001.pdf | ||
| 1-E-Verify.pdf | ||
| 4-Evaluation and Selection Committee Evaluation Overview.pdf | ||
| 9-Truth-in-Negotiations.pdf | ||
| 12-Vendors Conflict of Interest Form.pdf | ||
| 5-Scrutinized Companies Form.pdf | ||
| 2-Contractor Info Form.pdf | ||
| 7-Subcontractors Form.pdf | ||
| 3-Reference Form.pdf | ||
| 19-Midtown Projects Map.pdf | ||
| 14-FS 119.0701 and FS 119.071 for Public Records 2024 version.pdf | ||
| 13-Affidavit of Compliance with Foreign Entity and Human Trafficking.pdf |
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Text version
F L
O
R I
D A
1 VICINITY MAP
NTS
2 LOCATION MAP
NTS
N
SOUTH OCEAN BOULEVARD
PALM BEACH, FL 33480
ISSUED FOR BID
APRIL 2023
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:20 April 2023 - 1:51 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-G-0001.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
COVER SHEET
G-0001
DS MB
CM SC
AS SHOWN
PROJECT
LIMITS
ROYAL PALM WAY
BRAZILIAN AVENUE
AUSTRALIAN AVENUE
CHILEAN AVENUE
PERUVIAN AVENUE
WORTH AVENUE
EVERGLADES
GOLF COURSE
AT
LA
NT
IC
O
CE
AN
S.
O
CE
AN
B
LV
DPROJECT
GULFSTREAM ROAD
HAMMON AVENUE
SHEET INDEX
Sheet Number Sheet Title
CIVIL
G-0001 COVER SHEET
G-0002 GENERAL NOTES
C-0100 OVERALL EXISTING CONDITION PLAN
C-0101 EXISTING CONDITION & DEMOLITION PLAN SHEET 1 OF 3
C-0102 EXISTING CONDITION & DEMOLITION PLAN SHEET 2 OF 3
C-0103 EXISTING CONDITION & DEMOLITION PLAN SHEET 3 OF 3
C-0104 PLAN & PROFILE STA 10+00 TO 19+00
C-0105 PLAN & PROFILE STA 19+00 TO 28+00
C-0106 PLAN & PROFILE STA 28+00 TO 37+15
C-0501 DETAILS - DEMOLITION SHEET 1 OF 2
C-0502 DETAILS - DEMOLITION SHEET 2 OF 2
C-0701 EXISTING SITE PHOTOS SHEET 1 OF 2
STRUCTURAL
S-0301 STRUCTURAL SECTIONS
S-0302 STRUCTURAL DETAILS
S-0303 WALER DETAILS
S-0501 DETAILS - CLOCK TOWER
S-0502 DETAILS - LIFEGUARD BUNKER
S-0503 DETAILS - 100 WORTH AVE TUNNEL
S-0504 DETAILS - OUTFALL
S-0505 DETAILS - FLOOD GATES
S-0506 DETAILS - WALL ANCHORS
S-0507 DETAILS - RETURN WALLS
C-0702 EXISTING SITE PHOTOS SHEET 2 OF 2
ARCHITECTURAL - CLOCK TOWER
A1 FIRST FLOOR FLOOR PLAN
S100 PARTIAL FOUNDATION PLAN
SUNSHINE STATE ONE CALL
CALL AT LEAST 2 FULL
WORKING DAYS (48 HOURS)
BEFORE YOU DIG
1 25
A ISSUED FOR BID BM MB 4/14/23
CIVIL SHEETS
STRUCTURAL SHEETS
DIGITAL SIGNATURES INCLUDED ON RESPECTIVE
ARCHITECTURAL SHEETS.
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY MICHAEL R. BARNETT, PE AND
JONATHAN A. BRENT, PE, SE ON 4/20/23.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED OR SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
http://www.ghd.com/
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 5:47 PM N:\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-G-0002.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
GENERAL NOTES
G-0002
DS MB
CM JB
AS SHOWN
GENERAL NOTES
LEGEND
STORM DRAIN MANHOLE
SEWER FORCE MAIN
STORM DRAIN LINE
1. CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL BECOME FAMILIAR WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OR ADJACENT INFRASTRUCTURE RESULTING FROM
CONSTRUCTION OPERATIONS UNLESS SPECIFIED OTHERWISE.
2. RESTORE TO THEIR ORIGINAL CONDITION, OR BETTER, IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION, INCLUDING PAVEMENTS, EMBANKMENTS, CURBS, SIDEWALKS, SIGNS, FENCES, LANDSCAPING, AND OTHER SITE
IMPROVEMENTS.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, AND DETAILS SHOWN ON THE DRAWINGS PRIOR TO COMMENCING WORK. ALL DISCREPANCIES OR OTHER CONDITIONS CONTRARY TO THE PLANS AND SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. DO NOT SCALE DIMENSIONS
FROM DRAWINGS FOR CONSTRUCTION.
4. ALL SHOWN LOCATIONS OF EXISTING STRUCTURES AND UTILITIES ARE BASED ON OBTAINED RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES AND UTILITIES UNLESS SPECIFIED OTHERWISE. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND STRUCTURES AND UTILITIES OR OTHER POTENTIAL OBSTRUCTIONS BY POTHOLING AND OTHER LOCATING TECHNIQUES.
5. THE CONTRACTOR SHALL KEEP A SIGNED AND SEALED SET OF ISSUED FOR CONSTRUCTION PLANS AND SPECIFICATIONS AND A COPY OF ALL REQUIRED PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS.
6. OBSERVE AND COMPLY WITH FEDERAL AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY
AND ENVIRONMENTAL QUALITY.
7. ELEVATIONS REFERENCED ARE SHOWN RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
HORIZONTAL COORDINATES ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83), FLORIDA STATE PLANE
COORDINATE SYSTEM, EAST ZONE.
8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MATERIALS PROPOSED FOR USE TO THE OWNER AND
ENGINEER OF RECORD FOR APPROVAL PRIOR TO ORDER, SHIPMENT, OR INSTALLATION.
9. ALL WORK SHALL BE CONDUCTED ABOVE (LANDWARD OF) THE MEAN HIGH WATER LINE. NO EQUIPMENT, MATERIALS, OR
STORAGE SHALL BE AUTHORIZED SEAWARD OF THE MEAN HIGH WATER LINE.
10. CONTRACTOR SHALL RESTORE BEACH GRADE TO PRE-CONSTRUCTION CONDITIONS AND ELIMINATE ALL RUTS, DEPRESSIONS, AND VEHICULAR TRACKS FROM THE BEACH WITHIN LIMITS OF WORK UPON PROJECT COMPLETION. ALL DISTURBED VEGETATION SHALL BE REPLACED IN-KIND PER SPECIFICATION SECTION 32 90 00.
11. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND MAINTENANCE OF TEMPORARY SHORING TO RESIST ALL LOADING
CONDITIONS DURING CONSTRUCTION.
STEEL:
· MISC. PLATES, BARS ASTM A36, GALV, UNO
· BOLTS ASTM A307, GALV, UNO
· SHEET PILE (AZ, HZ) ASTM A572, GRADE 60
· STRUCTURAL SHAPE - C ASTM A572, GRADE 50
· NELSON STUDS ASTM A29 TYPE B
TIEBACK HELICAL ANCHORS:
· SHAFT ASTM 29, MIN YIELD STRENGTH 90 KSI
· HELIX ASTM A656 OR ASTM 1018, GRADE 80
· COUPLING BOLTS ASTM A193 GRADE B7
· ASSEMBLY ULTIMATE CAPACITY 150 KIP (SS200), 200 KIP (SS225)
· TORQUE STRENGTH RATING 16000 FT-LB (SS200), 21000 FT-LB (SS225)
1. ALL STEEL SHAPES, PLATES, OTHER FABRICATIONS AND ALL HARDWARE INDICATED SHALL BE ZINC-COATED OR GALVANIZED IN ACCORDANCE WITH ASTM A123 AND/OR A153 AS APPLICABLE. STEEL SHEET PILE NEED NOT BE
GALVANIZED.
2. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZED COMPOUNDS OR APPROVED EQUAL, IN ACCORDANCE WITH ASTM A780. ALL EXPOSED THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC OXIDE PAINT AFTER INSTALLATION OF THE NUT.
3. STEEL SHEET PILES SHALL BE HEAVY GAUGE HOT-ROLLED SECTIONS WITH FULL INTERLOCKING SHEETS CONFORMING
TO ASTM A572, GRADE 60.
4. COAT THE TOP 15 FEET BOTH WATER AND LAND SIDE OF STEEL SHEET PILE USING A MARINE GRADE COAL TAR EPOXY
COATING SYSTEM.
5. ALL WELDS SHALL BE PERFORMED BY THE ELECTRIC ARC METHOD USING E70XX ELECTRODES AND SHALL CONFORM TO AWS STRUCTURAL WELDING CODE D1.1, LATEST EDITION. CLEAN EXISTING STEEL SURFACE TO BARE METAL PRIOR
TO WELDING.
CONCRETE:
1. CONCRETE WORK SHALL MEET REQUIREMENTS OF SPECIFICATION SECTION 03 30 00 AND CONFORM TO ACI 318
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."
2. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI UNLESS
SPECIFIED OTHERWISE.
3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS SPECIFIED OTHERWISE:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER = 2"
4. ALL REINFORCEMENT SHALL BE CLEAN AND FREE OF GREASE, SCALING RUST, AND OTHER FOREIGN MATERIAL.
ACCESSORIES SHALL BE ADEQUATE TO MAINTAIN REINFORCING ACCURATELY IN PLACE AND BE NON-CORROSIVE, NOT-STAINING TYPE.
5. INSTALL CONCRETE IN MAXIMUM 5' LIFT ABOVE WALERS FOR CONCRETE FACING. INSTALL NEXT LIFT AFTER CONCRETE
IS SUFFICIENTLY HARDENED TO SUPPORT SELF WEIGHT.
CODES AND GUIDELINES:
1. 2021 FDOT DESIGN MANUAL
2. JANUARY 2021 FDOT STRUCTURES MANUAL
3. USACE ENGINEERING AND DESIGN MANUAL EM 1110-2-2504 DESIGN OF SHEET PILE WALLS, 1994
4. ACI318, AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", 2014
5. ASCE 7-16 "MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES"
6. AWS D1.1
7. CHANCE ATLAS TECHNICAL DESIGN MANUAL
LOADS:
DEAD LOAD:
1. SELF WEIGHT OF WALL.
2. CONCRETE CAP AND KNEE WALL
3. LATERAL EARTH PRESSURE:
GHD REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES, TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT PROJECT.
LIVE LOAD:
1. PUBLIC AREA LOAD = 240 PSF
2. CONSTRUCTION CRANE LOAD = 75 TON
ENVIRONMENTAL CRITERIA:
1. WIND SPEED 190 MPH, EXPOSURE D, RISK CATEGORY IV
SURVEY CONTROL:
1. FIELD SURVEY WAS CONDUCTED BY TERRAQUATIC IN OCTOBER 2020. REFER TO TERRAQUATIC SURVEY #20-1030 FOR
SURVEY NOTES AND CONTROL.
2. SHEET PILE WALL SHALL BE INSTALLED PER THE ALIGNMENT SHOWN RELATIVE TO THE PROJECT BASELINE AS INDICATED IN THE DRAWINGS. INFLECTION POINTS (ANG PTS) SHOWN HEREIN ARE APPROXIMATE AND GENERALLY FOLLOW THE EXISTING WALL ALIGNMENT. INSTALL SHEET PILES IN A STRAIGHT LINE BETWEEN INFLECTION POINTS TO
THE GREATEST EXTENT POSSIBLE.
3. SEE GENERAL NOTES FOR REFERENCED DATUM.
TEMPORARY DUNE:
1. THE LINEAR DUNE FEATURE SHOWN IN THE PLANS WILL BE CONSTRUCTED AND MAINTAINED BY OTHERS. THE CONTRACTOR'S WORK AREA EAST OF THE EXISTING SEAWALL WILL BE DEFINED BY THE LANDWARD LIMITS OF THE
CONSTRUCTED DUNE.
AB ABANDONED
ANG ANGLE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
AVE AVENUE
AWS AMERICAN WELDING SOCIETY
BEG BEGINNING
BOW BOTTOM OF WALL
CL CENTERLINE
CLR CLEARANCE
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS OR CONTINUED
DIA DIAMETER
DWG DRAWING
EA EACH
EL ELEVATION
E EASTING
EQ EQUAL
EXIST. EXISTING
FDOT FLORIDA DEPT OF TRANSPORTATION
FG FINISH GRADE
FOW FACE OF WALL
FS FINISH SURFACE
FT FEET
HORIZ HORIZONTAL
INV INVERT
JT JOINT
LF LINEAR FEET
LT LEFT
MAX MAXIMUM
MHW MEAN HIGH WATER
MIN MINIMUM
N NORTHING
NTS NOT TO SCALE
NAVD NORTH AMERICAN VERTICAL DATUM
OC ON CENTER
PIP PROTECT IN PLACE
PROF PROFILE
PT POINT
QTY QUANTITY
RET RETAINING
ROW RIGHT OF WAY
RT RIGHT
SD STORM DRAIN
SHT SHEET
SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STA STATION
STD STANDARD
STL STEEL
STM, STRM STORM DRAIN
SWR SEWER
T&B TOP AND BOTTOM
THK THICKNESS
TOW TOP OF WALL
TYP TYPICAL
UNK UNKNOWN
UNO UNLESS NOTED OTHERWISE
USACE UNITED STATES ARMY CORPS OF ENGINEERS
VERT VERTICAL
W WIDTH
ABBREVIATIONS
STORM DRAIN INLET
SEWER MAIN
WATER MAIN
GAS LINE
MATERIALS (CONT):
REINFORCING STEEL:
· ASTM A615 GRADE 60 OR ASTM A706 GRADE 60 (WELDABLE)
· ASTM A615 GRADE 60 EPOXY COATED DOWELS
· REINFORCEMENT DETAILING SHALL MEET REQUIREMENTS OF ACI 318
· REINFORCING STEEL LAP SPLICES SHALL BE CLASS "B" SPLICES UNLESS SPECIFIED OTHERWISE IN THE DRAWINGS.
MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. MECHANICAL SPLICES SHALL DEVELOP IN TENSION OR COMPRESSION, AT LEAST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH (Fy) OF THE BAR. THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S LITERATURE INCLUDING CERTIFIED TEST REPORTS FOR APPROVAL OF THE MECHANICAL SPLICES. LOCATIONS OF THE MECHANICAL SPLICES SHALL BE SHOWN ON THE REINFORCING STEEL
SHOP DRAWINGS.
MATERIALS
ASPHALT PAVING
CONCRETE PAVING
# 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11
1'-5" 1'-11" 2'-4"
2'-10" 4'-1" 4'-8" 5'-3"
5'-11" 6'-6"
1'-10" 2'-5" 3'-0" 3'-8" 5'-3" 6'-0" 6'-9" 7'-8" 8'-6"
1'-8" 2'-3"
2'-10" 3'-4" 4'-10" 5'-7" 6'-3" 7'-1" 7'-10"
2'-2" 2'-11" 3'-8" 4'-4" 6'-4" 7'-3" 8'-2" 9'-2"
10'-2"
BAR SIZE OTHER BARS TOP BARS
UNCOATED BARS
OTHER BARS TOP BARS
EPOXY COATED BARS
CLASS B SPLICE TABLE
f'c = 5,000 psi fy = 60,000 psi
NOTE:
TOP BARS CONSIST OF HORIZONTAL REINFORCEMENT PLACED
SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST
BELOW THE SPLICE
# WALL DATA TABLE NO.
REMOVAL KEY NOTES#
LANDSCAPE
DUNE VEGETATION
STONE REVETMENT / GROIN
COASTAL RANGE MONUMENTR#
CONCRETE CONTINUED:
6. FOR SLABS ON GRADE AND CONCRETE PAVING ADJACENT TO EXISTING OR NEW IMPROVEMENTS PROVIDE 1/2" THICK JOINT FILLER ALONG ITS LENGTH AND APPLY TWO-COMPONENT POLYURETHANE SEALANT, 3/4" MINIMUM DEPTH.
7. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4".
8. CONCRETE WALLS EXPOSED TO VIEW SHALL RECEIVE A SMOOTH FORMED FINISH.
2 25
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16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00
OVERALL EXISTING CONDITION PLAN
SCALE: 1"=100'
N
SCALE 1"=100' AT ORIGINAL SIZE
0 200'15010050
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:13 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0100.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN C-0100
DS MB
CM JB
AS SHOWN
MHW 2020
EL +0.45
OVERALL EXISTING
CONDITION PLAN
37+15.29
END SEAWALL
BASELINE
N: 863535.280 E: 971798.920
10+00 BEGIN
SEAWALL BASELINE
N: 860824.558
E: 971774.765 BASELINE= EXISTING
TOP OF BEACH SIDE FOW
TIMBER STAIRS
WORTH AVENUE
CLOCK TOWER
LIFEGUARD BUNKER &
OBSERVATION DECK
OUTFALL JUNCTION
STRUCTURE
BEACH ACCESS
TUNNEL
VEHICLE ACCESS GATE
W/ CONCRETE APRON
ROW
LIFEGUARD TOWER
(LOCATION MAY VARY)
TIMBER RAMP
CONCRETE RAMP
TIMBER STAIRS
LIFEGUARD TOWERS
(LOCATIONS MAY VARY)
R99 R98
R97
SURVEY
MONUMENT
83 89 A11
PALM BEACH COUNTY COASTAL
CONSTRUCTION CONTROL LINE PER PLAT
BOOK 80, PAGES 137-155 P.B.C.R.
ATLANTIC OCEAN
30" OUTFALL
GR
OI
N S-
GR
OI
N-
RU
BB
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MO
UN
D
GR
OI
N S-
PEDESTRIAN
ACCESS GATE
APPROXIMATE
TOE STONE
LIMITS
GR
OI
N S-
GR
OI
N S-
GR
OI
N S-
7 GR
OI
N S-
GR
OI
N S-
GR
OI
N S-
PEDESTRIAN
ACCESS GATE
P.E.P. UNIT (TYP)
SEE
PEDESTRIAN
ACCESS GATE
APPROXIMATE TOE STONE LIMITS
C-0501TEMPORARY DUNE
VEGETATION LIMITS
3 25
S. OCEAN BLVD
A C-0101
11+00 12+00
13+00 14+00
15+00 16+00 17+00
18+00 19+00
+0
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+0
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S
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C
-0
EXISTING CONDITION & DEMOLITION PLAN
SCALE: 1"=40' 0 80'
SCALE 1"=40' AT ORIGINAL SIZE
604020 N
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:17 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0101.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN
FORMER CREOSOTED TIMBER BULKHEAD LANDWARD OF EXISTING SEAWALLFORMER UNTREATED TIMBER BULKHEAD LANDWARD OF EXISTING SEAWALL
EXISTING CONDITION
& DEMOLITION PLAN
SHEET 1 OF 3
C-0101
DS MB
CM JB
AS SHOWN
MHW 2020
EL +0.45
A SECTION
SCALE: 1"=3'
BEACHROAD
GROIN-RUBBLE
MOUND
SEAWALL
10+00 BEGIN
SEAWALL BASELINE
N: 860824.558 E: 971774.765
WINTHROP HOUSE TUNNEL
100 WORTH AVE
10'
+6
3±
CL
OC
K
TO
W
ER
+0
0± B
EA
CH
AC
CE
SS
TU
NN
EL
LOCATION OF EXISTING TOE WALL
PILE CAP
EXIST. GRADE
EL 15.66'
EL 13.37'
BASELINE = TOP OF
BEACH SIDE FOW
ROW
BA
SE
LIN
E
PALM TREE
(TYP)
CONC
SIDEWALK (TYP)
STM DRAIN
(CAPPED AT
WALL)
STM DRAIN
(CAPPED AT WALL)
7'
ATLANTIC OCEAN
CONC
SIDEWALK (TYP)
LANDSCAPING (TYP)
SHEET PILE
KNEE WALL
EXIST. TIE ROD
TOE WALL
TOE WALL
SHEET PILE
GR
OI
N S-
10GR
OI
N S-
GR
OI
N S-
P.E.P. UNIT (TYP)
SEE
WORTH AVENUE
CLOCK TOWER
DEMOLITION KEYNOTES:
SEE C-0501 FOR KNEE WALL DEMO DETAILS.
REMOVE PEDESTRIAN GATE.
REMOVE AND REINSTALL TIMBER STAIRS
AFTER CONSTRUCTION OF NEW WALL.
APPROXIMATE LIMITS OF TOE STONE. REMOVE
AND REPLACE AS REQUIRED FOR
CONSTRUCTION. APPROXIMATE STONE SIZE IS
1T TO 3T.
SEE DETAIL 2 ON C-0501 FOR P.E.P. DEMO
DETAILS. REMOVE AND REINSTALL P.E.P. UNITS
AS REQUIRED FOR CONSTRUCTION.
REMOVE AND REPLACE DUNE VEGETATION
IN-KIND AS REQUIRED.
C-0502
CONC SIDEWALK OR
LANDSCAPING, SEE PLAN
EL 8.67'±
EL 0.64'±
TIEBACK, LOCATION
TO BE VERIFIED
C-0502
C-0502
SEE C-0701
PHOTOS 1 & 2
SEE C-0701
PHOTOS 5 & 6
SEE C-0702
PHOTOS 6 & 7
C-0501
TEMPORARY DUNE
FORMER TIMBER BULKHEAD,
EXACT LOCATION UNKNOWN
4 25
S. OCEAN BLVD
PE
RU
VI
AN
A
VE
NU
E
CH
ILE
AN
A
VE
NU
E
AU
ST
RA
LIA
N
AV
EN
UE
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
EXISTING CONDITION & DEMOLITION PLAN
SCALE: 1"=40'
FORMER CREOSOTED TIMBER BULKHEAD LANDWARD OF EXISTING SEAWALL
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
0 80'
SCALE 1"=40' AT ORIGINAL SIZE
604020
N
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:21 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0102.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN
EXISTING CONDITION
& DEMOLITION PLAN
SHEET 2 OF 3
C-0102
DS MB
CM JB
AS SHOWN
MHW 2020
EL +0.45
A SECTION
SCALE: 1"=5' B SECTION
SCALE: 1"=5'
BEACHROAD
BEACHROAD
5'
ACCESS
RAMP
LIFEGUARD TOWER
(LOCATION MAY VARY)
LIFEGUARD BUNKER
& OBSERVATION
DECK
+6
2.3 0 C
L
AC
CE
SS
R
AM
P
+6
9.8 3 C
L 1 2'±
VE
HI
CL
E
AC
CE
SS
GA
TE
+9
9.8 9 @
.4'
DR
AI
N
LIF
T
ST
AT
IO
N
LOCATION OF EXISTING TOE WALL LOCATION OF EXISTING TOE STONE (APPROXIMATELY 1T-3T STONE)
BASELINE= TOP OF
BEACH SIDE FOW
ROW
BA
SE
LIN
E
BA
SE
LIN
E
PILE CAP
EXIST GRADE
PILE CAP
EXIST GRADE
PALM TREE (TYP)
CONC SIDEWALK (TYP)
LANDSCAPING (TYP)
STM DRAIN
(CAPPED AT WALL)
SHOWERS
CONC SIDEWALK (TYP)
STM DRAIN
(CAPPED AT WALL)
SEAWALL
STM DRAIN
(CAPPED AT
WALL)
PALM TREE (TYP)
STM DRAIN
(CAPPED AT
WALL)
ATLANTIC OCEAN
KNEE WALL
SHEET PILE
TOE STONE
KNEE WALL
SHEET PILE
TOE STONE
GR
OI
N S-
APPROXIMATE
TOE STONE LIMITS
TIMBER RAMP
GR
OI
N S-
7 P.E.P. UNIT (TYP)
SEE
C-0502
A C-0501
CONC RAMP
A C-0102
DEMOLITION KEYNOTES:
SEE C-0501 FOR KNEE WALL DEMO DETAILS.
EXISTING RAMP WALLS TO REMAIN. REPLACE WALL
IN-KIND SHOULD PARTIAL DEMO BE REQUIRED OR
DAMAGE OCCUR DUE TO CONSTRUCTION ACTIVITIES.
APPROXIMATE LIMITS OF TOE STONE. REMOVE AND
REPLACE AS REQUIRED FOR CONSTRUCTION.
APPROXIMATE STONE SIZE IS 1T TO 3T.
REMOVE AND REINSTALL TOE STONE AND P.E.P. UNITS
AS REQUIRED FOR CONSTRUCTION. SEE DETAIL 1 ON
C-0501.
REMOVE VEHICLE GATE AND CONCRETE APRON. SEE
C-0701 PHOTOS 7 & 8.
REMOVE PEDESTRIAN GATE. SEE C-0701 PHOTOS 9 & 10.
REMOVE AND REPLACE DUNE VEGETATION IN-KIND AS
REQUIRED.
CONC SIDEWALK OR
LANDSCAPING, SEE PLAN
B C-0102
C-0502
TIEBACK, LOCATION
TO BE VERIFIED
EL 15.36'±
EL 12.64'±
EL 15.24'±
EL 12.77'±
C-0501
SEE C-0702
PHOTOS 8 & 9
SEE C-0702
PHOTOS 10 & 11
FULL DEPTH REMOVAL
AT LANDSCAPED AREAS
TEMPORARY DUNE
FORMER TIMBER BULKHEAD,
EXACT LOCATION UNKNOWN
FORMER TIMBER BULKHEAD,
EXACT LOCATION UNKNOWN
5 25
BR
AZ
ILI
AN
A
VE
NU
E
RO
YA
L P
AL
M W
AY
S. OCEAN BLVD
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
DR
IV
EW
AY
+0
0 M
AT
CH
LIN
E
SE
E
SH
T C-
EXISTING CONDITION & DEMOLITION PLAN
SCALE: 1"=40' 0 80'
SCALE 1"=40' AT ORIGINAL SIZE
604020 N
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:25 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0103.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN
FORMER STEEL BULKHEAD LANDWARD OF EXISTING SEAWALL
FORMER
CREOSOTED
TIMBER BULKHEAD
LANDWARD OF
EXISTING SEAWALL
EXISTING CONDITION
& DEMOLITION PLAN
SHEET 3 OF 3
C-0103
DS MB
CM JB
AS SHOWN
MHW 2020
EL +0.45
A SECTION
SCALE: 1"=5' B SECTION
SCALE: 1"=5'
BEACHROAD
BEACHROAD
LIFEGUARD TOWER
(LOCATION MAY VARY)
SEAWALL
+1
5.2
EN
D
SE
AW
AL
L
BA
SE
LIN
E
N:
.28
E:
.92
+3
8.8 2 C
L
AC
CE
SS
S
TA
IR
S
+1
4.5 8±
.25 ' L
T
JU
NC
TI
ON
S
TR
UC
TU
RE
LOCATION OF EXISTING TOE STONE (APPROXIMATELY 1T-3T STONE)
LOCATION OF EXISTING TOE WALL
WITH ROCK REVETMENT (APPROXIMATELY 1T-3T STONE)
BASELINE= TOP OF
BEACH SIDE FOW
BA
SE
LIN
E
PILE CAP
EXIST. GRADE
BA
SE
LIN
E
PILE CAP
EXIST. GRADE
ROW
PALM TREE (TYP)STM
DRAIN
(CAPPED
AT WALL)
LANDSCAPING (TYP)
CONC SIDEWALK
(TYP)
CONC SIDEWALK
(TYP)
DENSE
TREE LINE
ATLANTIC OCEAN
KNEE WALL
TOE STONE
SHEET PILE
KNEE WALL
SHEET PILE
TOE WALL
TOE WALL
SHEET PILE
APPROXIMATE
TOE STONE
LIMITS
P.E.P. UNIT (TYP)
SEE
C-0502
DEMOLITION KEYNOTES:
SEE C-0501 FOR KNEE WALL DEMO DETAILS.
REMOVE PEDESTRIAN GATE. SEE C-0701 PHOTOS 11 & 12.
REMOVE AND REINSTALL TIMBER STAIRS AFTER
CONSTRUCTION OF NEW WALL.
APPROXIMATE LIMITS OF TOE STONE. REMOVE AND
REPLACE AS REQUIRED FOR CONSTRUCTION.
APPROXIMATE STONE SIZE IS 1T TO 3T.
REMOVE AND REINSTALL TOE STONE AND P.E.P. UNITS
AS REQUIRED FOR CONSTRUCTION. SEE DETAIL 1 ON
C-0501.
SEE DETAIL 2 ON C-0501 FOR P.E.P. DEMO DETAILS.
REMOVE AND REINSTALL P.E.P. UNITS AS REQUIRED FOR
CONSTRUCTION.
REMOVE AND REPLACE DUNE VEGETATION IN-KIND AS
REQUIRED.
GR
OI
N S-
GR
OI
N S-
GR
OI
N S-
C-0103 B
C-0103 A
C-0501 A
LANDSCAPING,
SEE PLAN
CONC SIDEWALK OR
LANDSCAPING, SEE PLAN
TIEBACK,
LOCATION TO BE
VERIFIED
EL 15.45'±
EL 12.87'±
EL 12.57'±
EL 15.14'±
FULL DEPTH REMOVAL AT
LANDSCAPED AREAS
TOE STONE
C-0501
SEE C-0701
PHOTOS 3 & 4
FULL DEPTH REMOVAL AT
LANDSCAPED AREAS
TEMPORARY DUNE
FORMER TIMBER BULKHEAD,
EXACT LOCATION UNKNOWN
FORMER TIMBER BULKHEAD,
EXACT LOCATION UNKNOWN
6 25
-10
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
EXIST. GROIN - RUBBLE MOUND
EL = (VAR -3.05 TO 4.68)
FIELD VERIFY
EXIST. 6" ABND
SD OUTFALL
EL = (10.2±)
EXIST. 10" ABND
SD OUTFALL
EL = (8.9±)
+0
0 B
EG
S
EA
W
AL
L
SE
E
SH
T S-
F
OR
D
ET
AI
L
10+10.83 CL
4' OPENING W/
FLOOD GATE,
SEE NOTE 1
17+63.04
EXIST. CLOCK
TOWER
EXIST. TOP OF
KNEE WALL
PROPOSED TOP OF
SEAWALL EL 15.90 UNO
EXIST. GROIN S-11
EL = (4.5±)
EXIST. GROIN S-10
EL = (VAR 00.06 TO 0.69)
EX
IS
T.
G
RO
IN
S -9
EL
(4 .5±
)EXIST. GROUND BEACH SIDE
PER TERRAQUATIC SURVEY
DATED OCTOBER 2020
GULFSTREAM
ROAD
HAMMON
AVE
WORTH
AVE
16+01.32 CL EXIST.
BEACH ACCESS
TUNNEL
+8
5.8 5 H
OR
IZ
A
NG
P T
EL
.90
+9
3.5 2 H
OR
IZ
A
NG
P T
EL
.90
+8
7.5 5 H
OR
IZ
AN
G
PT
E
L 1 5.9
+3
0.5 4 H
OR
IZ
AN
G
PT
E
L 1 5.9
+2
4.1 2 H
OR
IZ
A
NG
P T
EL
.90
+3 5.4
4 H
OR
IZ
A
NG
P
T
EL
.90
EXIST. GROUND STREET SIDE
PER TERRAQUATIC SURVEY
DATED OCTOBER 2020
+1
0.8
EL
.00
+0
1.3
EL
.14
+6
3.0
EL
.90
PROPOSED TOP OF
SEAWALL EL 15.90
MA
TC
H
EX
IS
T.
E L
GR
OI
N S-
+0
0.0 0 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+9
3.5 2 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+9
3.5 2 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+1
0.8 3 C
L
AC
CE
SS
S
TA
IR
S
OP
EN
IN
G w/
FL
OO
D
GA
TE
11+00 12+00
13+00 14+00
15+00 16+00
17+00 18+00 19+00
EXIST GROIN -
RUBBLE MOUND
GR
OI
N S-
GR
OI
N S-
BASELINE= TOP OF
BEACH SIDE FACE OF
EXISTING SEAWALL NEW CONCRETE SIDEWALK,
MATCH CROSS SLOPE OF
EXISTING & DRAIN TO ROAD,
TYP
SHEET PILE DATA
LINE NO.
L1
L2
L3
L4
L5
L6
L7
L8
BEARING
N3°18'16"E
S86°51'04"E
N3°20'22"E
N4°45'14"E
N3°12'55"E
N2°23'08"E
N26°38'40"E
N1°36'41"E
LENGTH
93.53'
2.99'
292.18'
201.86'
42.99'
91.82'
13.19'
164.56'
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:29 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0104.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN
PLAN VIEW
SCALE: 1"=40' 0 80'
SCALE 1"=40' AT ORIGINAL SIZE
604020
PLAN & PROFILE
STA 10+00 TO 19+00
C-0104
DS MB
CM JB
AS SHOWN
S-0501
N
PROFILE
SCALE: HORIZONTAL: 1"=40' VERTICAL: 1"=4'
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
+0 0 M
AT
CH
LIN
E
S
EE
S
HT
C -0
GU
LF
ST
RE
AM
RO
AD HA
MM
ON
AV
EN
UE
W
OR
TH
AV
EN
UE
EXIST GROIN, FIELD
VERIFY LOCATION &
ELEVATION TYP
-10
LAND SIDE FOW
OF NEW SEAWALL
SEE S-0301
+3
5.4 4 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+2
4.1 2 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+0
0.5 1 E
XI
ST
TU
NN
EL
S-0503
+8
5.8 5 @
4.
' R T
SE
AW
AL
L A
NG
P
T
LIMITS OF
S-0301
S-0301
EXISTING LOCATION OF TOE WALL
L1 L2 L3
L4 L5 L6
L7 L8
+8
7.5 5 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+3
0.5 4 @
4.
' R T
SE
AW
AL
L A
NG
P
T
LIMITS OF
S-0302
LINE NO
(TYP)
S-0507
+6
3.0 4 E
XI
ST
CL
OC
K
TO
W
ER
APPROXIMATE
TOE STONE
LIMITS
S. OCEAN BLVD
EXIST. TIEBACK,
LOCATION TO BE
VERIFIED (TYP)2
S-0505
NOTES:
1. CONTRACTOR SHALL VERIFY LOCATION OF OPENING WILL ALLOW FOR
FULL 180 DEGREE SWING OF SELECTED FLOOD GATE SYSTEM.
2. REINSTALL PREVIOUSLY REMOVED STAIRS & PROVIDE DECORATIVE
METAL GATE ON SEAWARD SIDE OF WALL. ATTACH TO TIMBER STAIRS..
NEW LANDSCAPING,
MATCH EXISTING,
TYP
SEE ARCHITECTURAL
SHEETS
TEMPORARY DUNE
SEE NOTE 2
7 25
A ISSUED FOR BID BM MB 4/14/23
STATION
EL
EV
AT
IO
N (F
T)
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
86'±
EXIST. OBSERVATION
DECK AND RESTROOM
20+64.39
16' OPENING W/
FLOOD GATE,
SEE NOTE 1
23+62.30
6' OPENING W/
FLOOD GATE
EXIST. TOP OF
KNEE WALL
PROPOSED TOP
OF SEAWALL EL
15.90 UNO
EX
IS
T.
G
RO
IN
S -8
EL
(V
AR
0.
TO
3.
4)
EX
IS
T.
G
RO
IN
S -7
EL
(4 .5±
)EXIST. GROUND BEACH SIDE
PER TERRAQUATIC SURVEY
DATED OCTOBER 2020
PERUVIAN
AVE
CHILEAN
AVE AUSTRALIAN
AVE
+0
2.4 3 H
OR
IZ
A
NG
P T
EL
.90
+5
6.3 9 H
OR
IZ
A
NG
P T
EL
.90
+3
1.8 1 H
OR
IZ
A
NG
P T
EL
.90 24+12.46
HORIZ ANG
PT EL 15.90
+4
4.0 0 H
OR
IZ
AN
G
PT
E
L 1 5.9
+7
4.9 5 H
OR
IZ
AN
G
PT
E
L 1 5.9
+0
0.3 5 H
OR
IZ
AN
G
PT
E
L 1 5.9
+3 2.1
3 H
OR
IZ
AN
G
PT
E L 1
5.9
+5
5.0 3 H
OR
IZ
AN
G
PT
E
L 1 5.9
+6
0.5 6 H
OR
IZ
AN
G
PT
E
L 1 5.9
+8
1.7 9 H
OR
IZ
A
NG
P T
EL
.90
+1
2.7 0 H
OR
IZ
AN
G
PT
E
L 1 5.9
+7
2.3 9 H
OR
IZ
A
NG
P T
EL
.90
+4
5.1 7 H
OR
IZ
AN
G
PT
E
L 1 5.9
+4
4.5 6 H
OR
IZ
AN
G
PT
E
L 1 5.9
EXIST. GROUND STREET SIDE
PER TERRAQUATIC SURVEY
DATED OCTOBER 2020
+6
4.3
EL
.94
+6
2.3
EL
.00
+5
8.4
EL
.00
27+52.56
16' OPENING W/
FLOOD GATE
+5
2.5
EL
.00
SHEET PILE DATA
LINE NO.
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
BEARING
N1°36'41"E
N2°00'28"E
S87°59'32"E
S1°50'11"W
N1°49'48"E
N1°44'04"E
N1°48'42"E
N1°43'14"E
N1°16'54"E
N2°20'03"E
N0°27'38"E
N0°27'02"W
N1°42'50"W
N3°11'57"W
N2°35'13"W
N2°51'08"W
N2°32'23"W
LENGTH
102.44'
79.90'
2.89'
2.00'
47.41'
149.99'
130.64'
100.26'
31.29'
11.06'
19.92'
25.46'
31.80'
13.08'
93.50'
27.74'
33.63'
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:38 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0105.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN
PLAN & PROFILE
STA 19+00 TO STA 28+00
C-0105
DS MB
CM JB
AS SHOWN
GR
OI
N S-
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
PLAN VIEW
SCALE: 1"=40' 0 80'
SCALE 1"=40' AT ORIGINAL SIZE
604020 N
PROFILE
SCALE: HORIZONTAL: 1"=40' VERTICAL: 1"=4'
PE
RU
VI
AN
AV
EN
UE
S. OCEAN BLVD
CH
ILE
AN
AV
EN
UE
AU
ST
RA
LIA
N
AV
EN
UE
-10
-10
EXIST GROIN, FIELD
VERIFY LOCATION &
ELEVATION (TYP)
+8
2.3 4 @
1.
' R T
SE
AW
AL
L A
NG
P
T
LAND SIDE FOW
OF NEW SEAWALL
SEE S-0301EX
IS
T.
LI
FE
GU
AR
D
BU
NK
ER
OB
SE
RV
AT
IO
N
DE
CK
S-
+6
4.3 9 P
RO
P
VE
HI
CL
E
AC
CE
SS
OP
EN
IN
G w/
FL
OO
D
GA
TE
+8
2.3 4 @
4.
' R T
SE
AW
AL
L A
NG
P
T
EX
IS
T
TI
EB
AC
K, LO
CA
TI
ON
T
O
BE
VE
RI
FI
ED
T
YP
+9
9.8 9 @
.4'
EX
IS
T
LIF
T
ST
AT
IO
N
LOCATION OF EXISTING TOE WALL
S-0301
LIMITS OF 1
S-0301
LIMITS OF 3
S-0301
LIMITS OF 1
S-0301
L9 L10
L11 L12
L13 L14 L15 L16 L17 L18 L19 L21
L22 L23L20
+0
2.4 3 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+3
1.8 1 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+1
2.4 6 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+8
1.7 9 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+1
2.7 0 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+4
4.0 0 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+7
4.9 5 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+3
2.1 3 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+4 5.1
7 @ 1.
' R
T
SE
AW
AL
L A
NG
P T
+6
6.4 4 @
1.
' R T
SE
AW
AL
L A
NG
P
T
L25
+3
8.6 9 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+7
2.3 9 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+0
0.3 5 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+5
5.0 3 @
1.
' R T
SE
AW
AL
L A
NG
P
T
S-0505
LIMITS OF
S-0302
S-0302
S-0302
LINE NO (TYP)
APPROXIMATE TOE
STONE LIMITS
+6
2.3 0 C
L
AC
CE
SS
R
AM
P
OP
EN
IN
G w/
FL
OO
D
GA
TE
GR
OI
N S-
+5
2.5 6 P
RO
P
VE
HI
CL
E
AC
CE
SS
OP
EN
IN
G w/
FL
OO
D
GA
TE
L24
S-0505
+5
6.3 9 @
4.
' R T
SE
AW
AL
L A
NG
P
T
NOTES:
1. CONTRACTOR SHALL VERIFY LOCATION OF OPENING WILL ALLOW
FOR FULL 180 DEGREE SWING OF SELECTED FLOOD GATE SYSTEM.
2. REINSTALL PREVIOUSLY REMOVED RAMP & PROVIDE DECORATIVE
METAL GATE ON SEAWARD SIDE OF WALL. ATTACH TO TIMBER RAMP.
+6
0.5 6 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+4
4.5 6 @
1.
' R T
SE
AW
AL
L A
NG
P
T
S-0505
BASELINE=TOP OF
BEACH SIDE FACE OF
EXISTING SEAWALL
SIM
NEW CONCRETE SIDEWALK,
MATCH CROSS SLOPE OF
EXISTING & DRAIN TO ROAD,
TYP
TEMPORARY DUNE
SIM
SIM
NEW LANDSCAPING,
MATCH EXISTING, TYP
SEE NOTE 2
8 25
A ISSUED FOR BID BM MB 4/14/23
STATION
EL
EV
AT
IO
N (F
S. OCEAN BLVD
28+00 29+00
30+00 31+00
32+00 33+00
34+00 35+00 36+00 37+00
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
+1
5±
EX
IS
T.
" O
UT
FA
LL
EL
4.5
30+38.82'
6' OPENING W/
FLOOD GATE
+1
5.0 7 S
EA
W
AL
L A
NG
P
T
SE
E
SH
T S-
F
OR
D
ET
AI
L
EXIST. TOP OF
KNEE WALL
PROPOSED TOP
OF SEAWALL
EL= 15.90 UNO
EX
IS
T.
G
RO
IN
S
EL
(4 .5±
FI
EL
D
VE
RI
FY
EXIST. GROIN S-5
EL = (4.5±)
EX
IS
T
GR
OI
N
S-
EL
(4 .5±
EXIST. GROUND BEACH SIDE
PER TERRAQUATIC SURVEY
DATED OCTOBER 2020
BRAZILIAN
AVE
ROYAL PALM AVE
+4
8.8 0 H
OR
IZ
AN
G
PT
E
L 1 5.9
+6 7.1
5 H
OR
IZ
AN
G
PT
E L 1
5.9
+6
2.4 1 H
OR
IZ
AN
G
PT
E
L 1 5.9
+2
8.6 1 H
OR
IZ
AN
G
PT
E
L 1 5.9
+9
5.2 5 H
OR
IZ
AN
G
PT
E
L 1 5.9
+1 1.6
7 H
OR
IZ
AN
G
PT
E L 1
5.9
+7
5.3 5 H
OR
IZ
AN
G
PT
E
L 1 5.9
+8
2.8 4 H
OR
IZ
AN
G
PT
E
L 1 5.9
+2
5.9 9 H
OR
IZ
AN
G
PT
E
L 1 5.9
+0
8.3 9 H
OR
IZ
AN
G
PT
E
L 1 5.9
+2
0.5 3 H
OR
IZ
AN
G
PT
E
L 1 5.9
+5
2.4 3 H
OR
IZ
AN
G
PT
E
L 1 5.9
EXIST. GROUND STREET SIDE
PER TERRAQUATIC SURVEY
DATED OCTOBER 2020
+3
8.8
EL
.00
EXIST. GROIN, FIELD VERIFY
LOCATION & ELEVATION (TYP)
SHEET PILE DATA
LINE NO.
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
BEARING
N2°32'23"W
N3°09'20"W
N2°36'18"W
N2°57'12"W
N2°55'04"W
N2°44'45"W
N3°03'11"W
N4°39'22"W
N2°49'35"W
N3°02'09"W
N86°45'21"E
N1°44'33"W
N2°06'25"W
N1°15'38"E
LENGTH
48.74'
18.35'
95.27'
66.19'
163.65'
19.42'
63.67'
7.51'
143.13'
94.55'
2.62'
31.76'
156.08'
6.17'
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:42 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0106.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
KEY PLAN
PLAN & PROFILE
STA 28+00 TO STA 37+15
C-0106
DS MB
CM JB
AS SHOWN
GR
OI
N S-
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
PLAN VIEW
SCALE: 1"=40' 0 80'
SCALE 1"=40' AT ORIGINAL SIZE
604020 N
PROFILE
SCALE: HORIZONTAL: 1"=40' VERTICAL: 1"=4'
+0
0 M
AT
CH
LIN
E S
EE
S
HT
C
-0
BR
AZ
ILI
AN
AV
EN
UE RO
YA
L
PA
LM
W
AY
EX
IS
T.
T
IE
BA
CK
LO
CA
TI
ON
T O
BE
VE
RI
FI
ED
(T
YP
EXIST. 30" OUTFALL
-10
-10
+1
5.0 7 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+2
0.5 3 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+2 0.5
3 @ 4.
' R
T
SE
AW
AL
L A
NG
P T
LAND SIDE FOW OF
NEW SEAWALL
SEE S-0301
+3
9.8 3 C
L
AC
CE
SS
S
TA
IR
OP
EN
IN
G w/
FL
OO
D
GA
TE
+1
5±
.6'
LT
EX
IS
T.
O
UT
FA
LL
LOCATION OF EXISTING TOE WALL
S-0301
LIMITS OF 1
S-0301
L26
+4
8.8 0 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+6 7.1
5 @ 1.
' R
T
SE
AW
AL
L A
NG
P T
+6
2.4 1 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+2
8.6 1 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+9
5.2 5 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+1
1.6 7 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+7
5.3 5 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+8 2.8
4 @ 1.
' R
T
SE
AW
AL
L A
NG
P T
+2
5.9 9 @
1.
' R T
SE
AW
AL
L A
NG
P
T
+5
2.4 3 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+0
8.3 9 @
4.
' R T
SE
AW
AL
L A
NG
P
T
+1
5.2
EN
D
BA
SE
LIN
E
L27 L28 L29 L30
L31 L32
L33 L34
L35
L36
L37 L38 L39
LIMITS OF
S-0504
LINE NO (TYP)
S-0507
APPROXIMATE
TOE STONE LIMITS
GR
OI
N S-
S-0505
NEW CONCRETE SIDEWALK,
MATCH CROSS SLOPE OF
EXISTING & DRAIN TO ROAD,
TYP
TEMPORARY DUNE
NEW LANDSCAPING,
MATCH EXISTING, TYP
BASELINE=TOP OF
BEACH SIDE FACE OF
EXISTING SEAWALL
GR
OI
N S-
SIM
SEE NOTE 1
NOTES:
1. REINSTALL PREVIOUSLY REMOVED STAIRS & PROVIDE DECORATIVE
METAL GATE ON SEAWARD SIDE OF WALL. ATTACH TO TIMBER STAIRS.
9 25
A ISSUED FOR BID BM MB 4/14/23
STATION
EL
EV
AT
IO
N (F
DETAILS - DEMOLITION
C-0501
DS MB
CM JB
AS SHOWN
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:35 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0501.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
A C-0501
TYPICAL KNEE WALL DEMO
SCALE: 1"=2'
EL 12.62'
TOP OF EXISTING CAP
EL 15.12'
TOP OF EXISTING
KNEEWALL
0.75
VARIES
ROAD BEACH
0 4'2'
C-0501
GROIN DEMO AT S5, S6, S7 & S8
SCALE: 1/4" = 1'-0"
C-0501
GROIN DEMO AT S4, S9, S10 & S11
SCALE: 1/4" = 1'-0"
C-0501
TYPICAL DEMO ELEVATION OF EXISTING WALL
SCALE: 1/4" = 1'-0"
TOP OF KNEE WALL
TOP OF PILE CAP
ANCHOR ROW 1
ANCHOR ROW 2
EQ
SEE S-SHEETS
EQ
SEE S-SHEETS
EL 4.5' ± EL 4.5' ±
FOR INFORMATION NOT
SHOWN SEE 1
S-0301
FOR INFORMATION NOT
SHOWN SEE 2
S-0301
0 2'-0" 8'-0"
SCALE 1/4"=1'-0" AT ORIGINAL SIZE
4'-0" 6'-0"
REMOVE & REPLACE
AS REQUIRED
GEOTEXTILE
MATTRESS
BEDDING
STONE
P.E.P. UNIT
6' -0
REMOVE & REPLACE
AS REQUIRED
GEOTEXTILE
MATTRESS
6' -0
AS REQUIRED
P.E.P. UNIT
REMOVE PRECAST
CONCRETE UNIT
EXISTING PILE CAP
SCALE 1"=2' AT ORIGINAL SIZE
SHEET 1 OF 2
DEMOLITION KEYNOTES:
REMOVE EXISTING KNEE WALL.
REMOVE PILE CAP AS INDICATED.
DIMENSION VARIES. REMOVE PILE CAP AS
SHOWN TO NEAREST JOINT. WHERE NO JOINT
IS PRESENT, SAWCUT AND CHIP OUT TO
PROVIDE CLEAN EDGE PARALLEL TO
PROPOSED WALL ALIGNMENT.
REMOVE STONE AS REQUIRED AND REPLACE
ADJACENT TO AND AFTER CONSTRUCTION OF
NEW WALL. EXISTING STONE SIZE MAY VARY
APPROXIMATELY 1 TON TO 3 TONS.
SAWCUT CONCRETE GROIN UNIT FULL DEPTH
AND REINSTALL ADJACENT TO AND AFTER
CONSTRUCTION OF NEW WALL. REMOVE AND
REPLACE GEOTEXTILE MATTRESS IN KIND AS
REQUIRED.
CORE THROUGH EXISTING WALL(S) FOR
INSTALLATION OF HELICAL ANCHORS. SEE
S-0302 FOR ANCHOR ELEVATION.
REMOVE CAP FULL DEPTH AT LANDSCAPED
AREAS.
BEACH SIDE FACE
OF WALL
C-0501
TYPICAL PREFABRICATED EROSION PROTECTION (P.E.P.) UNIT
SCALE: NTS
GEOTEXTILE
MATTRESS
P.E.P. UNIT
EL +6 NGVD
(TYP, PER ORIGINAL PLANS)
BEDDING STONE
1'- 0"
MI
N
10 25
A ISSUED FOR BID BM MB 4/14/23
NOTE:
CONTRACTOR SHALL SURVEY P.E.P. UNITS TO BE REMOVED AND
REPLACED AND SHALL REINSTALL AT THE SAME LOCATION AND
ELEVATION AFTER CONSTRUCTION OF THE SEAWALL.
DETAILS - DEMOLITION
C-0502
DS MB
CM JB
AS SHOWN
GHD Inc.
3380 Fairlane Farms Road, Suite 16 Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:01 PM N:\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0502_BM.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
DEMOLITION KEYNOTES:
REMOVE EXISTING KNEE WALL.
PROTECT EXISTING UTILITIES AND COORDINATE ANY
DISRUPTION WITH OWNER PRIOR TO COMMENCING WORK
IN THIS AREA.
PROTECT EXISTING PALM TREES.
REMOVE AND REPLACE LANDSCAPING IN-KIND AS
REQUIRED.
REMOVE AND REINSTALL TIMBER STAIRS AFTER
CONSTRUCTION OF NEW WALL.
PROVIDE TEMPORARY SHORING TO ADJACENT WALL
DURING CONSTRUCTION.
SAWCUT EXISTING WALL(S) TO EL -2.0 FOR INSTALLATION
OF RETURN WALL. BURN BACK ALL REBAR AND PATCH
CONCRETE AT ALL EXISTING SURFACES TO BE EXPOSED
UPON COMPLETION OF THE PROJECT.
REMOVE AND REPLACE SIDEWALK AS REQUIRED.
SAWCUT AND REMOVE KNEE WALL ADJACENT TO
EXISTING STRUCTURE. BURN BACK ALL REBAR AND
PATCH CONCRETE AT ALL EXISTING SURFACES TO BE
EXPOSED UPON COMPLETION OF THE PROJECT. PATCH
AND PAINT DEMO AREA AT WALL INTERFACE TO MATCH
EXISTING.
REMOVE KNEE WALL AT INTERFACE WITH CLOCK TOWER.
PATCH CLOCK TOWER WALLS AS REQUIRED WITH LIKE
MATERIALS TO MATCH EXISTING CONSTRUCTION. BURN
BACK ALL REBAR AND PATCH CONCRETE AT ALL EXISTING
SURFACES TO BE EXPOSED UPON COMPLETION OF THE
PROJECT. SUBMIT MATERIALS AND PROCEDURES TO
OWNER FOR REVIEW AND ACCEPTANCE PRIOR TO
COMMENCING REPAIR WORK.
REMOVE BALUSTRADE, SEE ARCHITECTURAL.
C-0101
DEMO PLAN @ ACCESS TUNNEL
SCALE: 1" = 10'
C-0101
DEMO PLAN @ CLOCK TOWER
SCALE: 1" = 10'
C-0102
DEMO PLAN @ SOUTH END
OF LIFEGUARD BUNKER
SCALE: 1" = 10'
0 20'
SCALE 1"=10' AT ORIGINAL SIZE
15105
SHEET 2 OF 2
C-0102
DEMO PLAN @ NORTH END
OF LIFEGUARD BUNKER
SCALE: 1" = 10'
C-0101
DEMO PLAN @ 10+00
SCALE: 1"= 10'
C-0103
DEMO PLAN @ 37+15
SCALE: 1"= 10'
N
1 19
8 8
WALLS TO
REMAIN
ROOF STRUCTURE
TO REMAIN
S. OCEAN BLVD.
W
OR
TH
A
VE
. T
UN
NE
L S. OCEAN BLVD.
WORTH AVE. CLOCK TOWER.
PROTECT DURING CONSTRUCTION
SEE ARCHITECTURAL SHEETS FOR
PROPOSED WORKS
S. OCEAN BLVD.
1 9
PILE CAP
TO REMAIN
19PILE CAP
TO REMAIN
CONCRETE RAMP
TO REMAIN
S. OCEAN BLVD.
S. OCEAN BLVD.
TOE STONE
REMOVE
PEDESTRIAN GATE
+0
0 B
EG
BA
SE
LIN
E
DENSE TREE LINE.
PROTECT TO GREATEST
EXTENT POSSIBLE
+1
5.2 9 E
ND
BA
SE
LIN
E
REMOVE &
REPLACE FENCE
AS REQUIRED
TOE STONE
11 25
Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:05 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0701.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
EXISTING SITE PHOTOS
C-0701
CM MB
CM JB
AS SHOWN
12 BRAZILIAN AVE PEDESTRIAN ACCESS
SCALE: NTS11 BRAZILIAN AVE PEDESTRIAN ACCESS
SCALE: NTS
1 BEGIN SEAWALL AT STA 10+00
SCALE: NTS 2 BEGIN SEAWALL AT STA 10+00
SCALE: NTS 3 END SEAWALL AT STA 37+15
SCALE: NTS 4 END SEAWALL AT STA 37+15
SCALE: NTS
5 WORTH AVE TUNNEL
SCALE: NTS 6 WORTH AVE TUNNEL
SCALE: NTS 7 PERUVIAN AVE VEHICLE GATE
SCALE: NTS 8 PERUVIAN AVE VEHICLE GATE
SCALE: NTS
10 CHILEAN AVE PEDESTRIAN ACCESS
SCALE: NTS9 CHILEAN AVE PEDESTRIAN ACCESS
SCALE: NTS
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
REMOVE GATE AND
KNEE WALL
REMOVE AND REPLACE
SIDEWALK AS REQUIRED
PROTECT EXISTING UTILITIES
AND COORDINATE ANY
DISRUPTION WITH OWNER
PROTECT EXISTING
PALM TREES
REMOVE KNEE WALL
APPROX TOP OF
EXIST PILE CAP
REMOVE, STORE, AND
REINSTALL STAIRS AFTER
CONSTRUCTION OF NEW
SEAWALL
EXISTING SEAWALL TO
REMAIN BELOW CAPPROVIDE TEMPORARY
SHORING TO ADJACENT WALL
DURING CONSTRUCTION
APPROX CUT
LINE AT 10+00
PROTECT EXISTING
TREES TO GREATEST
EXTENT POSSIBLE
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED.
REMOVE KNEE WALL
PROTECT EXISTING
TREES TO GREATEST
EXTENT POSSIBLE
REMOVE KNEE WALL
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
REMOVE AND REPLACE
FENCE IN-KIND AS REQUIRED.
APPROX TOP OF
EXIST PILE CAP
APPROX CUT
LINE AT 37+15
EXISTING SEAWALL TO
REMAIN BELOW CAP
PROVIDE TEMPORARY
SHORING TO ADJACENT WALL
DURING CONSTRUCTION
REMOVE KNEE WALL EACH SIDE
EXISTING CONCRETE WALL
AND SCALLOPS TO REMAIN,
TYP 3 SIDES
WALLS TO REMAIN
SAWCUT & REMOVE KNEE
WALL ADJACENT TO TUNNEL.
BURN BACK EXISTING REBAR,
PATCH, AND PAINT EXPOSED
SURFACE TO MATCH
APPROX TOP OF
EXIST PILE CAP
EXISTING SEAWALL TO
REMAIN BELOW CAP
EXISTING PVC TUNNEL
DRAIN, COORDINATE
REROUTING WITH OWNER
REMOVE GATE AND
KNEE WALL
REMOVE GATE
AND KNEE WALL
REMOVE CONCRETE APRON
APPROX TOP OF
EXIST PILE CAP
REMOVE GATE AND
KNEE WALL
REMOVE & REINSTALL
SHOWERS AFTER
CONSTRUCTION OF
NEW SEAWALL
REMOVE, STORE, AND
REINSTALL RAMP AFTER
CONSTRUCTION OF NEW
SEAWALL
APPROX TOP OF
EXIST PILE CAP
EXISTING SEAWALL TO
REMAIN BELOW CAP
REMOVE KNEE WALL
REMOVE GATE AND
KNEE WALL REMOVE, STORE, AND
REINSTALL STAIRS AFTER
CONSTRUCTION OF NEW
SEAWALL REMOVE KNEE WALL
REMOVE AND REPLACE
DUNE VEGETATION
IN-KIND AS REQUIRED
REMOVE AND REPLACE DUNE
VEGETATION IN-KIND AS REQUIRED
REMOVE AND REPLACE
DUNE VEGETATION IN-KIND
AS REQUIRED
SHEET 1 OF 2
12 25
A ISSUED FOR BID BM MB 4/14/23
REMOVE, STORE, AND REINSTALL
SIGN AFTER CONSTRUCTION OF
NEW SEAWALL
REMOVE, STORE, AND REINSTALL
SIGN AFTER CONSTRUCTION OF
NEW SEAWALL
Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:51 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-C-0702.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
EXISTING SITE PHOTOS
C-0702
CM MB
CM JB
AS SHOWN
12 35+15± JUNCTION STRUCTURE LOOKING SOUTH
SCALE: NTS11 RAMP AT LIFEGUARD BUNKER LOOKING SOUTH
SCALE: NTS
1 10+00 TO 13+80 LOOKING NORTH
SCALE: NTS 2 13+80 TO 17+42 LOOKING NORTH
SCALE: NTS 3 17+84 TO 23+94 LOOKING NORTH
SCALE: NTS 4 25+28 TO 35+14 LOOKING NORTH
SCALE: NTS
5 35+14 TO 37+15 LOOKING NORTH
SCALE: NTS 6 WORTH AVE. CLOCK TOWER
SCALE: NTS 7 WORTH AVE. CLOCK TOWER
SCALE: NTS 8 S. END OF LIFEGUARD BUNKER LOOKING NORTH
SCALE: NTS
10 N. END OF LIFEGUARD BUNKER LOOKING SOUTH
SCALE: NTS9 S. END OF LIFEGUARD BUNKER LOOKING SOUTH
SCALE: NTS
REMOVE KNEE WALL
REMOVE TOP OF PILE CAP,
1'-0" MIN
SAWCUT SIDEWALK TO CREATE
STRAIGHT JOINT AT INTERFACE
BETWEEN NEW AND EXISTING
CONCRETE, AS REQUIRED
REMOVE KNEE WALL
REMOVE PILE CAP
FULL-DEPTH AT LIMITS OF
EXISTING LANDSCAPING
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
REMOVE KNEE WALL
REMOVE PILE CAP
FULL-DEPTH AT LIMITS OF
EXISTING LANDSCAPING
PROTECT EXISTING
PALM TREES
PROTECT EXISTING
PALM TREES
REMOVE TOP OF PILE
CAP, 1'-0" MIN
SAWCUT SIDEWALK TO CREATE
STRAIGHT JOINT AT INTERFACE
BETWEEN NEW AND EXISTING
CONCRETE AS REQUIRED
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
PROTECT EXISTING
PALM TREES
REMOVE TOP OF PILE
CAP, 1'-0" MIN
REMOVE PILE CAP
FULL-DEPTH AT LIMITS OF
EXISTING LANDSCAPING
REMOVE KNEE WALL
SAWCUT SIDEWALK TO CREATE
STRAIGHT JOINT AT INTERFACE
BETWEEN NEW AND EXISTING
CONCRETE AS REQUIRED
PROTECT EXISTING
PALM TREES
REMOVE KNEE WALL
REMOVE PILE CAP
FULL-DEPTH AT LIMITS OF
EXISTING LANDSCAPING
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
NOTE:
CONTRACTOR SHALL USE CAUTION WHEN REMOVING KNEE WALL
ADJACENT TO CLOCK TOWER. ANY DAMAGES INCURRED DURING
CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND AT
THE CONTRACTOR'S EXPENSE.
REMOVE KNEE WALL
EACH SIDE OF
CLOCK TOWER
REMOVE EXISTING
BALUSTRADE, SEE
ARCHITECTURAL SHEETS
REMOVE KNEE WALL EACH SIDE OF
CLOCK TOWER
REMOVE KNEE WALL
STRUCTURE TO REMAIN
REMOVE TOP OF PILE
CAP, 1'-0" MIN
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
REMOVE PILE CAP
FULL-DEPTH AT LIMITS OF
EXISTING LANDSCAPING
STRUCTURE TO REMAIN
REMOVE KNEE WALL AT
INTERFACE, PATCH
STRUCTURE TO REMAIN
AND PAINT TO MATCH
REMOVE KNEE WALL
REMOVE KNEE WALL AT
INTERFACE, BURN
BACK EXISTING REBAR,
PATCH, AND PAINT
EXPOSED SURFACE TO
MATCH
REMOVE KNEE WALL
REMOVE PILE CAP
FULL-DEPTH AT LIMITS
OF EXISTING RAMP REMOVE KNEE WALL
REMOVE PILE CAP
FULL-DEPTH AT LIMITS OF
EXISTING LANDSCAPING
REMOVE AND REPLACE
LANDSCAPING IN-KIND
AS REQUIRED
EXISTING PILE
CAP TO REMAIN
REMOVE AND REPLACE
DUNE VEGETATION IN-KIND
AS REQUIRED
REMOVE AND REPLACE
DUNE VEGETATION IN-KIND
AS REQUIRED
REMOVE AND REPLACE
DUNE VEGETATION IN-KIND
AS REQUIRED
SHEET 2 OF 2
SEE ARCHITECTURAL
SHEETS FOR PROPOSED
WORKS AT CLOCK TOWER
13 25
Wellington FL 33414 USA T 1 561 688 9008 F 1 813 971 1862 W www.ghd.com
Plot Date: Filename:14 April 2023 - 4:58 PM \\ghdnet\ghd\US\Atlanta\Projects\565\11217240\Digital_Design\ACAD 2018\Sheets\11217240-S-0301.dwgPlotted By: Bailey Martin
Sheet of
This document shall not be used for construction unless signed and sealed for construction.
DesignerDrawn
Scale
Date
Drafting Check
Design Check
Project Manager
Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD
0 1"
Bar is one inch on original size sheet
Original Size
ANSI D
Project No.
Sheet No.
IssueNo. Drawn Approved Date
Title
Client
Project
THE TOWN OF PALM BEACH
360 SOUTH COUNTY ROAD, PALM BEACH, FL 33480
TOWN OF PALM BEACH
MID-TOWN SEAWALL REPLACEMENT
MB APRIL 14, 2023
11217240
STRUCTURAL SECTIONS
S-0301
CM SC
CM JB
AS SHOWN
4 TYPICAL CONCRETE FACING
SCALE: 1/2"=1'-0"
#4 REBAR @ 16" OC
LAP w/ VERT BARS
#4 REBAR @ 8" OCSTEEL SHEET PILE
SEE PLAN & PROFILE
8"
6"
SCALE 1/2"=1'-0" AT ORIGINAL SIZE
1'-0" 4'-0"2'-0" 3'-0"
1 WALL TYPE A
SCALE: 1/2"=1'-0" 2 WALL TYPE B
SCALE: 1/2"=1'-0" 3 WALL TYPE C
SCALE: 1/2"=1'-0"
SIDEWALK
EL VARIES
ANCHOR ROW 2 EL
SEE S-0302
EXISTING KNEE WALL
BE DEMOLISHED
BA
SE
LIN
E
EXISTING PILE CAP
CONC SIDEWALK
STR BACKFILL
EXISTING TIE ROD
TIEBACK HELICAL
ANCHOR AT 30°
AT 4.58' OC
EXISTING SHEET PILE
EXISTING GUNITE TYP
EXISTING BEACH
EL VARIES
CONC FACING
SEE
SIDEWALK
EL VARIES
S-0301
ANCHOR ROW 2 EL
SEE S-0302
STR BACKFIL
EXISTING SHEET PILE
EXISTING BEACH
EL VARIES
CONC FACING
SEE 4
S-0301
1'-4" 4'-4"
3'-10"
EL -0.33 ±
STR BACKFIL
CONC FACING
SEE 4
S-0301
1'-4"
VA
RI
ES
VARIES
DE
MO
LIT
IO
N
LIM
IT
S
1/4" GAP FILL WITH
COMPRESSED
ELASTOMERIC SEAL
ANCHOR ROW 1 EL
SEE S-0302
TIEBACK HELICAL
ANCHOR AT 30°
AT 4.58' OC
ANCHOR ROW 1 EL
SEE S-0302
EXISTING TOE WALL
EXISTING TOE WALL
SHEET PILE
ANCHOR ROW 1 EL
SEE S-0302
TIEBACK HELICAL
ANCHOR AT 30°
AT 6.25' OC
CONC
SIDEWALK
EXISTING KNEE WALL
BE DEMOLISHED
EXISTING PILE CAP
CONC SIDEWALK
EXISTING GUNITE TYP
EXISTING TIE ROD
EXISTING SHEET PILE
EXISTING GUNITE TYP
EXISTING TIE ROD
EXISTING KNEE WALL
BE DEMOLISHED
EXISTING PILE CAP
CONC SIDEWALK
EXISTING BEACH
EL VARIES
BA
SE
LIN
E
BA
SE
LIN
E
SEE PLAN
& PROFILE
APPROXIMATE LOCATION OF
EXISTING TIMBER (OR STEEL)
BULKHEAD, SEE PLANS
2% SLOPE TO BEACH SIDE
FROM PRECAST SCALLOP
PRECAST SCALLOP
APPROXIMATE LOCATION OF
EXISTING TIMBER (OR STEEL)
BULKHEAD, SEE PLANS
APPROXIMATE LOCATION OF
EXISTING TIMBER (OR STEEL)
BULKHEAD, SEE PLANS
S-0303
S-0303
S-…
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