HomeMy WebLinkAboutCONSTRUCTION DOCUMENTSCONSTRUCTION DOCUMENTS
NETTLES ISLAND SEAWALL REPAIR
JENSEN BEACH, FLORIDA
NOVEMBER 5, 2014
TABLE OF CONTENTS
SHEET DRAWING TITLE
1 OVERALL PLAN VIEW OF NETTLES ISLAND
2 EXISTING CONDITIONS - WEST CANAL SEAWALL
3 EXISTING CONDITIONS- PERIMETER SEAWALL
4 PROPOSED LAYOUT - WEST CANAL SEAWALL
5 PROPOSED LAYOUT - PERIMETER SEAWALL
6 TYPICAL CROSS SECTIONS
7 CORNER DETAILS -WEST CANAL SEAWALL
PREPARED FOR:
NETTLES ISLAND, INC.
9801 S. OCEAN DRIVE
JENSEN BEACH, FL 34957
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GENERAL NOTES:
1. PROPERTY LINES SHOWN IN THESE PLANS ARE DERIVED FROM PROPERTY LINE SURVEY PREPARED BY L. ROBERT KIMBALL
CONSULTING ENGINEERS, JANUARY 1970. ADDITIONAL FIELD OBSERVATIONS AND MEASUREMENTS WERE CONDUCTED BY
BOLCHOZ MARINE ADVISORS, INC., IN OCTOBER 2014.
2. ALL INFORMATION CONTAINED IN THESE PLANS SHALL BE FIELD CONFIRMED AS NECESSARY BY CONTRACTOR PRIOR TO AND
DURING ALL CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES WHICH MAY MATERIALLY ALTER THE DESIGN AND/OR
CONSTRUCTION SCOPE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
3. SCOPE OF WORK INCLUDES CONSTRUCTION OF NEW COMPOSITE SHEETING SEAWALL WATERWARD OF EXISTING SEAWALL;
AND ANY DOCK AND BOATLIFT RELOCATIONS AND/OR RENOVATIONS REQUIRED TO FACILITATE NEW SEAWALL INSTALLATION.
4. BASE BID PERTAINS TO THE 755 LINEAR FEET OF SEAWALL IN THE "WEST CANAL" AND THE ASSOCIATED DOCKS AND
BOATLIFTS. ADD ALTERNATE BID PERTAINS TO ADDITIONAL SEAWALL AREAS ALONG THE WEST -FACING PERIMETER SEAWALLS:
SEE SHEET 1 FOR OVERALL PROPERTY LAYOUT
SEE SHEETS 2AND 4 FOR WEST CANAL LAYOUT PLANS
SEE SHEETS 3 AND 5 FOR PERIMETER WALL LAYOUT PLANS
SEE SHEETS 6-7 FOR CROSS SECTIONS AND DETAILS
5. WORK SHALL BE ACCOMPLISHED PRIMARILY FROM FLOATING EQUIPMENT. PRIMARY ACCESS BETWEEN UPLAND AND BARGE IS
AVAILABLE AT THE EAST END OF THE WEST CANAL. ADDITIONAL MINOR ACCESS POINTS ARE AT DEAD-END STREETS NEAR
WEST END OF WEST CANAL. ACCESS ALONG SEAWALLS IS LIMITED TO A 5-FOOT EASEMENT RUNNING CONTINUOUSLY
LANDWARD OF EXISTING SEAWALL.-
1
-SEE SHEET 3 FOR
- _ >r- ✓ll ENLARGED VIEW
OF PERIMETER WALL
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6. ANY IMPACTED AREAS SHALL BE RETURNED TO BETTER -THAN -ORIGINAL CONDITIONS (INCLUDING DOCKS. BRICK
PAVERS, GRASSED ACCESS AREAS, ETC.). CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH
EXISTING AND PROPOSED CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
7. ANY MODIFICATIONS TO THESE PLANS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO
EXECUTION.
8. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF ATAN OFFSITE DISPOSAL SITE. ANY DEBRIS FALLING INTO
CANALS SHALL BE RETRIEVED AND DISPOSED OF OFFSITE.
9. THIS WORK QUALIFIES FORA STATEWIDE EXEMPTION FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION
UNDER RULES 40E-4.051 (3)(C) AND (2)(A). AS SUCH, A FORMAL DEP EXEMPTION LETTER IS NOT REQUIRED TO PULL
LOCAL BUILDING PERMITS.
STRUCTURAL NOTES:
1. GENERAL SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. DESIGN SPECIFICATION: FLORIDA BUILDING CODE 2012.
2. ENVIRONMENT- EXTREMELY AGGRESSIVE
3. TIMBER DETAILS: WHEN RELOCATING AND/OR RECONSTRUCTING DOCK AND BOATLIFT STRUCTURES, RE -USE
EXISTING TIMBERS FOR FRAMING AND DECKING WHERE POSSIBLE; USE NO. 2 OR BETTER TIMBERS FOR FRAMING,
NO. 1 FOR DECKBOARDS; TREAT TO MIN. 0.40 PCF AQC. ALL HARDWARE TO BE MINIMUM 304 SS.
EROSION CONTROL NOTES:
1. VEGETATIVE COVER AND EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING AND AFTER
CONSTRUCTION.
2. USE TEMPORARY SEEDING OR SODDING, ADEQUATE COVERING, OR CHEMICALAPPLICATION ON EXPOSED SOILS,
INCLUDING STOCKPILES OF TOPSOIL, SAND OR OTHER CONSTRUCTION FILL, WHERE DELAYS IN CONSTRUCTION OF
MORE THAN ONE DAYARE ANTICIPATED.
3. CONTRACTOR SHALL EMPLOY THE USE OF FLOATING TURBIDITY CURTAINS AROUND ALL BOTTOM -DISTURBING
WORK INCLUDING DEMOLITION WORKAND PILE DRIVING.
SEE SHEET 2 FOR ENLARGED
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1. EXISTING CONDITIONS SHOWN ON THIS PLAN ARE DERIVED FROM L. ROBERT KIMBALL CONSULTING ENGINEERS SURVEY, m g
JANUARY 1970, AND ADDITIONAL FIELD MEASUREMENTS BY BOLCHOZ MARINE ADVISORS, IN OCTOBER 2014. St, Lwle CO. KL N
2. ALL INFORMATION CONTAINED IN THESE PLANS SHALL BE FIELD CONFIRMED AS NECESSARY BY CONTRACTOR PRIOR TO >,
Date_Intit,fj/�
AND DURING ALL CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES WHICH MAY MATERIALLYALTER THE DESIGN AND/OR Arp�tyJed n
CONSTRUCTION SCOPE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. m N
3. SCOPE OF BASE BID WORK INCLUDES CONSTRUCTION OF NEW COMPOSITE SHEETING SEAWALL WATERWARD OF B o d —; o
EXISTING SEAWALL. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR THE MINIMUM AMOUNT OF WORK REQUIRED TO
ALLOW INSTALLATION OF SHEETPILES. THIS WORK SHALL CONSIST OF REMOVAL OF PORTIONS OF DOCKS ADJACENT TO
SEAWALL, AND POSSIBLE RELOCATION OF DOCKS AND BOATLIFTS. TWELVE (12) LOTS CONTAIN DOCKS AND/OR m
BOATLIFTS, AND EACH LOT W ILL BE TREATED AS NECESSARY AND INDIVIDUALLY PRICED. `o
4. SEE SHEET 1 FOR OVERALL PROPERTY LAYOUT 'H
SEE SHEET 4 FOR ENLARGED WEST CANAL LAYOUT PLANS w
SEE SHEETS 3 AND 5 FOR ADD ALTERNATE PERIMETER SEAWALL
SEE SHEETS 6-7 FOR CROSS SECTIONS AND DETAILS
5. WORK SHALL BE ACCOMPLISHED PRIMARILY FROM FLOATING EQUIPMENT. PRIMARY ACCESS BETWEEN UPLAND AND /
BARGE IS AT EAST END OF WEST CANAL, ADJACENT TO PROPERTY T-2. ADDITIONAL ACCESS FOR MINOR WORK IS / / ' . \
AVAILABLE FROM THE DEAD-END STREETS AT THE WEST END OF CANAL. /
6. ANY IMPACTED AREAS SHALL BE RETURNED TO BETTER -THAN -ORIGINAL CONDITIONS (INCLUDING DOCKS, BRICK PAVERS, /
GRASSED ACCESS AREAS, ETC.). CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING AND
PROPOSED CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
8. ALL DEMOLITION DEBRIS SHALL
7. ANY MODIFICATIONS TO THESE PLANS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO EXECUTION. 6 \
BE DISPOSED OFATAN OFFSITE DISPOSAL SITE. ANY DEBRIS FALLING INTO CANALS /
SHALL BE RETRIEVED AND DISPOSED OF OFFSITE. _ PCHUSE�r' UR / / \ S% 8 .. Si% \ J
EXISTING CONCRETeWALL 61
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t 1. SCOPE OF ALTERNATE BID WORK INCLUDES CONSTRUCTION OF NEW
n COMPOSITE SHEETING SEAWALL WATERWARD OF EXISTING STEEL T n v
NP� \ \ I SHEETPILE SEAWALLS, AT CIRCLED LOTS ON THIS SHEET. CONTRACTOR Q v c m
CiP \ SHALL ALSO BE RESPONSIBLE FOR THE MINIMUM AMOUNT OF WORK ; o :3
REQUIRED TO ALLOW INSTALLATION OF SHEETPILES. THIS WORK SHALL o o
CONSIST OF REMOVAL OF PORTIONS OF DOCKS
) LOTS
CONTAIN DT TO SEAWALL,
AND IBLE OCKS AND/OR
BOATLIFTS, AON OF ND EACH LOTND FWILS.LI BE TREATED AS c
NECESSARYAND INDIVIDUALLY PRICED, AFTER ACCEPTANCE OF ADD
1 \ \ - ° 2 ALTERNATE BID. 57 ' < \ 2. SEE SHEET 1 FOR OVERALL PROPERTY LAYOUT
�z �•. O SEE SHEETS 2 AND 4 FOR BASE BID WEST CANAL PLANS
"TING STEEL SEAWALL \y=,''•, � � � SEE SHEET 3 FORADD ALTERNATE PERIMETER WALL LAYOUT
ROPERTY LINE) \�\. SEE SHEETS 6-7 FOR CROSS SECTIONS AND DETAILS
3 WORK SHALL BE ACCOMPLISHED PRIMARILY
PRIMARYIPMENT
ACCESS BETWEEN UPLAND AND FLOATING DBARGESATN EAST ENDOFWEST
o \`\' 16\ \ \ 1115 4. ANY MODIFICATIONS TO THESE PLANS SHALL BE REVIEWED AND
\'10, \ APPROVED BY THE ENGINEER PRIOR TO EXECUTION.
�•\ 5. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OFATAN OFF T�SPOSAL
FACE O 'EXISTING \ - SITE. ANY DEBRIS FALLING INTO CANALS SHALL BE RETRIEVED AND
CCOONCRETE CAP \ _ ) DISPOSED OF OFFSITE. j �� J
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CONCRETECAP \� 10 L CONCRETE CAP
(8" WATERWARD OF \ \ (8" WATERWARD OF
m STEEL SHEETING) \ \� �\ STEEL SHEETING)
� EXISTING DOCK (TYP.).
EXISTING DOCK (fYP.). 2 CONTRACTOR SHALL EXISTING STEEL SEAWALL C�
CONTRACTOR SHALL '�, REMOVE AND REINSTALL \i (PROPERTY LINE) w\le
i AS NECESSARY TO PERFORM
REMOVE AND REINSTALL G SEAWALLREPAIR NORTH
AS NECESSARY TO PERFORM h�, EXISTING DOCK (TYR). CONTRACTOR SHALL `v
SEAWALL REPAIR � REMOVEANDREINSTALLAS NECESSARY bi _
TO PERFORM SEAWALL REPAIR
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DOCK / BOATLIFT NOTES: GENERAL NOTES:
FOLLOWING ARE SUGGESTED MINIMUM SCOPES OF WORK FOR EACH 1. EXISTING CONDITIONS SHOWN ON THIS PLAN ARE DERIVED FROM L. ROBERT KIMBALL CONSULTING ENGINEERS SURVEY, JANUARY 1970, AND ADDITIONAL FIELD MEASUREMENTS
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LOT CONTAINING A DOCK AND/OR BOATLIFT. CONTRACTOR SHALL FIELD BY BOLCHOZ MARINE ADVISORS, IN OCTOBER 2014.
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VERIFY EACH LOCATION PRIOR TO BIDDING, AND MAKE HIS OWN FINAL 2. ALL INFORMATION CONTAINED IN THESE PLANS SHALL BE FIELD CONFIRMED AS NECESSARY BY CONTRACTOR PRIOR TO AND DURING ALL CONSTRUCTION ACTIVITIES. ANY
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SCOPE DETERMINATION FOR EACH LOT: DISCREPANCIES WHICH MAY MATERIALLYALTER THE DESIGN AND/OR CONSTRUCTION SCOPE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
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3. SCOPE OF BASE BID WORK INCLUDES CONSTRUCTION OF NEW COMPOSITE SHEETING SEAWALL WATERWARD OF EXISTING SEAWALL. CONTRACTOR SHALL ALSO BE RESPONSIBLE
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LOT SCOPE FOR THE MINIMUM AMOUNT OF WORK REQUIRED TO ALLOW INSTALLATION OF SHEETPILES. THIS WORK SHALL CONSIST OF REMOVAL OF PORTIONS OF DOCKS ADJACENT TO
3
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88 REMOVE 18-24" OF DOCK ADJACENT TO SEAWALL AS NECESSARY SEAWALL, AND POSSIBLE RELOCATION OF DOCKS AND BOATLIFTS. TWELVE (12) LOTS CONTAIN DOCKS AND/OR BOATLIFTS, AND EACH LOT WILL BE TREATED AS NECESSARY AND
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INDIVIDUALLY PRICED.
61 RELOCATE LIFT WATERWARD AS NECESSARY 4. SEE SHEET 1 FOR OVERALL PROPERTY LAYOUT
SEE SHEET 2 FOR WEST CANAL EXISTING CONDITIONS
62 REMOVE 18-24" OF DOCK ADJACENTTO SEAWALLAS NECESSARY SEE SHEETS 3AND 5 FORADD ALTERNATE PERIMETER SEAWALL
RELOCATE LIFT WATERWARD AS NECESSARY SEE SHEETS 6-7 FOR CROSS SECTIONS AND DETAILS
5. WORK SHALL BE ACCOMPLISHED PRIMARILY FROM FLOATING EQUIPMENT. PRIMARY ACCESS BETWEEN UPLAND AND BARGE IS AT EAST END OF WEST CANAL, ADJACENT TO
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63 RELOCATE LIFT WATERWARD AS NECESSARY PROPERTY T-2. ADDITIONAL ACCESS FOR MINOR WORK IS AVAILABLE FROM THE DEAD-END STREETS AT THE WEST END OF CANAL.
6. ANY IMPACTED AREAS SHALL BE RETURNED TO BETTER-THAWORIGINAL CONDITIONS (INCLUDING DOCKS, BRICK PAVERS, GRASSED ACCESS AREAS, ETC.). CONTRACTOR SHALL
64 REMOVE 18-24" OF DOCK ADJACENT TO SEAWALL AS NECESSARY THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING AND PROPOSED CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
7. ANY MODIFICATIONS TO THESE PLANS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO EXECUTION.
- 66— -REMOVE DOCK -ADJACENT TO SEAWALLASNECESSARY8. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF ATAN OFFSITE DISPOSAL SITE. ANY DEBRIS FALLING INTO CANALS SHALL BE RETRIEVED AND DISPOSED OF OFFSITE.
LEAVE LIFT IN PLACE
49 RELOCATE ENTIRE DOCK WATERWARD AS NECESSARY / —
FACE'6F EXIST NGCONCRETE CAP
50 RELOCATE ENTIRE DOCKAND LIFT WATERWARDAS NECESSARY / - / C1P �� �� -(5"WATERWARD,OFCONCRETE PANELS) 6 6' '.
EXISTJNG.CONCRETE SEAWALL i 8
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51 REMOVE 18-24" OF DOCK ADJACENT TO SEAWALL AS NECESSARY / BSPCH PANEL�RROPERTY LINE) S
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52 REMOVE 18-24" OF DOCK ADJACENT TO SEAWALL AS NECESSARY /
LEAVE LIFT IN PLACE
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53 REMOVE 18-24" OF DOCKADJACENTTO SEAWALLAS NECESSARY / \
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RELOCATE LIFT WATERWARD AS NECESSARY / \
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54 REMOVE 18-24" OF DOCKADJACENTTO SEAWALLAS NECESSARY \ fS�, "' \ \ -�
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:RELOCATE TWO WOOD PILES WATERWARDAS NECESSARY
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REMOVE AND REINSTALL AS NECESSARY TO PERFORM
AS NECESSARY TO PERFORM yrl, m SEAWALL REPAIR.
SEAWALL REPAIR.
CELEBRITY ISLAND
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1. SCOPE OFALTERNATE BID WORK INCLUDES CONSTRUCTION OF NEW
\ \ COMPOSITE SHEETING SEAWALL WATERWARD OF EXISTING STEEL a
SHEETPILE SEAWALLS, AT CIRCLED LOTS ON THIS SHEET. CONTRACTOR n
\ SHALLALSO BE RESPONSIBLE FOR THE MINIMUM AMOUNT OF WORK w
REQUIRED TO ALLOW INSTALLATION OF SHEETPILES. THIS WORK SHALL o
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CONSIST OF REMOVAL OF PORTIONS OF DOCKS ADJACENT TO SEAWALL, o
AND POSSIBLE RELOCATION OF DOCKS AND BON LIFTS. NINE (9) LOTS
CONTAIN DOCKS AND/OR BOATLIFTS, AND EACH LOT WILL BE TREATED AS
1,1 NECESSARY AND INDIVIDUALLY PRICED, AFTER ACCEPTANCE OF ADD
0y ALTERNATE BID.
9 2. SEE SHEET 1 FOR OVERALL PROPERTY LAYOUT
�O \ SEE SHEETS 2 AND 4 FOR BASE BID WEST CANAL PLANS
\ O9 SEE SHEET 3.FOR ADD ALTERNATE PERIMETER WALL LAYOUT
SEE SHEETS 6-7 FOR CROSS SECTIONS AND DETAILS
3. WORK SHALL BE ACCOMPLISHED PRIMARILY FROM FLOATING EQUIPMENT.
PRIMARYACCESS BETWEEN UPLAND AND BARGE IS AT EAST END OF WEST
CANAL.
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APPROVED BY THE ENGINEER PRIOR TO EXECUT
5. ALL DEMOLITION DEBRIS SHALL BE DISPOSED ON OFF ISPOSAL
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