FLORIDA

NASSAU

ST. JOHNS

FLAGLER

VOLUSIA

BREVARD

INDIAN RIVER

ST. LUCIE

MARTIN

PALM BEACH

BROWARD

DADE

DUVAL 1"= 400 (22x34) 1"= 800 (11x17)

LOCATION MAP

N.T.S.

VICINITY MAP

PRELIMINARY DRAWINGS: THESE

DRAWINGS ARE NOT CONSTRUCTION

SEAL

PROJECT TITLE

SHEET OF

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FOR

BID

DATE

PROJECT NO

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G-1C2023-054

MAR 2026

CLAM PASS PARK

HURRICANE IAN REPAIRS

COLLIER COUNTY, FLORIDA

CLAM PASS PARK - HURRICANE IAN REPAIRS

COLLIER COUNTY, FLORIDA

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JHS

REGISTRY # 4815

PROJECT LOCATION

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

TAYLOR

ENGINEERING, INC.

COLLIER

GULF OF

MEXICO

CLAM PASS PARK

OUTER CLAM BAY

SEAGATE DRIVE

C R

AY

TO

N R

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AD

PELICAN BAY BLVD

G-1 TITLE SHEET

G-2 GENERAL NOTES

G-3 PROJECT OVERVIEW MAP

G-4 PLAN VIEW (1 OF 6)

G-5 PLAN VIEW (2 OF 6)

G-6 PLAN VIEW (3 OF 6)

G-7 PLAN VIEW (4 OF 6)

G-8 PLAN VIEW (5 OF 6)

G-9 PLAN VIEW (6 OF 6)

S-1 TIMBER BOARDWALK DETAILS (EXISTING CONDITIONS)

C-1 EROSION AND SEDIMENT CONTROL DETAILS

PE-1 PLUMBING AND ELECTRICAL UTILITY SPECIFICATIONS,

SITE IMAGES, AND HANGER DETAILS

CONCESSIONS PLATFORM REPAIRS

E-0 GENERAL NOTES, LEGENDS, & SPECIFICATIONS

ED-1 ELECTRICAL DEMOLITION SITE PLAN

ED-2 DEMOLITION ONE-LINE DIAGRAM

ED-3 EXISTING PHOTOS

ED-4 EXISTING PHOTOS

E-1 ELECTRICAL SITE PLAN

E-2 NEW WORK ONE-LINE DIAGRAM

P-1 PLUMBING PLANS, DETAILS, & NOTES

P-2 PLUMBING SPECIFICATIONS & HANGER DETAILS

TIMBER BOARDWALK REPAIRS

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAKE SYDNOR, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

JAKE SYDNOR IS RESPONSIBLE FOR THE FOLLOWING SHEETS:

ORGANIZATION: TAYLOR ENGINEERING, INC.

SIGNING ENGINEER: JAKE SYDNOR, PE

G-1 G-2 G-3

G-4 G-5 G-5

G-6 G-7 G-8

G-9 S-1 C-1

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY LUKE KISTNER, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

LUKE KISTNER, PE IS RESPONSIBLE FOR THE FOLLOWING SHEETS:

ORGANIZATION: WOOLPERT ENGINEERING, INC.

SIGNING ENGINEER: LUKE KISTNER, PE

E-0

ED-1

ED-2

ED-3

ED-4

E-1

E-2

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY AARON DETMER, PE

ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

AARON DETMER, PE IS RESPONSIBLE FOR THE FOLLOWING SHEETS:

ORGANIZATION: WOOLPERT ENGINEERING, INC.

SIGNING ENGINEER: AARON DETMER, PE

PE-1 P-1 P-2

Expires: 02/28/2027 Signed: 03/09/2026

THE SEAL AND SIGNATURE REPRESENTS, TO THE BEST

OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE

PLANS AND SPECIFICATIONS COMPLY WITH THE

APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED

BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS

SECTION AND CHAPTER 633, FLORIDA STATUES.

Expires: 02/28/2027 Signed: 03/09/2026

DESIGNED

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REVIEWED

DATE

SHEET TITLE

SHEET OF

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PROJECT NO C2023-054

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

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TAYLOR

ENGINEERING, INC.

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CLAM PASS PARK

CONCESSION PLATFORM

CLAM PASS PARK

TIMBER BOARDWALK

OUTER CLAM BAY

CLAM PASS PARK

PARKING LOT

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PROJECT

OVERVIEW MAP

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REVIEWED

DATE

SHEET TITLE

SHEET OF

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JHS

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

C

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TAYLOR

ENGINEERING, INC.

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GRAPHIC SCALE

240' 480'120'

22X34: 1" = 120' 11X17: 1" = 240'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

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CLAM PASS PARK

CONCESSION PLATFORM

SEE SHEETS E-0 THROUGH

P-2 FOR CONCESSION

PLATFORM MEP REPAIRS

MA

TC

HL

IN

E

SE

E G-

26 27

REPLACE (4) THROUGH BOLTS

AND HARDWARE AT PILE CAP TO

PILE CONNECTION AT BENT 17

REPLACE (8) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGERS AND WHEEL GUARDS AND (2) TIMBER

HANDRAIL POSTS BETWEEN BENTS 24-26

REPLACE (4) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POST TO

STRINGER AND WHEEL GUARD AND (1) TIMBER

HANDRAIL POST BETWEEN BENTS 17-18

REPLACE MISSING THROUGH BOLT AND

HARDWARE CONNECTING TIMBER HANDRAIL

POST TO WHEEL GUARD AT BENT 16

LEGEND:

BENT IDENTIFIER4

GENERAL NOTES:

1. PRIOR TO BIDDING, THE CONTRACTOR SHALL REVIEW

THE DAMAGE ASSESSMENT PHOTOS INCLUDED AS AN

APPENDIX IN THE CONTRACT DOCUMENTS.

2. QUANTITIES ON THE BID FORM ARE FROM DAMAGE

ASSESSMENT REPORTS AND HAVE BEEN IDENTIFIED IN

THE FIELD AS DEPICTED HEREON. HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

ALL QUANTITIES AND COMPONENTS REQUIRING REPAIR.

IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

AND ENGINEER FOR REVIEW.

3. CONTRACTOR SHALL REFER TO SHEET S-1 FOR DETAILS

ON STRUCTURAL REPAIRS AND REPLACEMENTS.

4. THE CONTRACTOR SHALL COORDINATE WITH OWNER

ON REPAIRING UTILITIES THAT APPEAR ABANDONED OR

NO LONGER IN-USE. FOR BIDDING PURPOSES, THE

CONTRACTOR SHALL ASSUME THAT ALL FREE-AIR

CABLING SHALL BE RE-SUPPORTED AND ROUTED IN

CONDUIT.

5. CONTRACTOR SHALL REFER TO SHEET PE-1 FOR

DETAILS ON PLUMBING AND ELECTRICAL REPAIRS AND

REPLACEMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR, MATERIALS, EQUIPMENT, AND FEES REQUIRED

FOR THE DISPOSAL OF REMOVED/DEMOLISHED

MATERIAL.

BID ALTERNATIVE NO. 1

REPAIR LOCATIONS

BASE BID: BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM

FOR THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE- AND CLEVIS-STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL (SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE CONCESSION

PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITIES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH RELATED

SERVICE PROVIDERS/PUBLIC UTILITIES TO FACILITATE WORK.

BID ALTERNATE NO. 1: BID ALTERNATE NO. 1 WORK GENERALLY CONSISTS OF:

1. REPLACING CORRODED HARDWARE WITH NEW 316 SS HARDWARE.

2. INSTALLING NEW HURRICANE CLIPS. SEE SHEET S-1 FOR DETAILS.

3. REPAIRING LOOSE AND/OR DAMAGED HANDRAIL.

SEE SHEETS G-4 THROUGH G-9 FOR LOCATIONS OF BID ALTERNATE NO. 1 REPAIRS.

BID ALTERNATE NO. 2 (FULL REPLACEMENT): SERVICES IN THIS SCOPE CONSIST OF

FURNISHING ALL LABOR AND MATERIALS NECESSARY TO REPLACE ALL LUMBER

MEMBERS ACROSS THE FULL LENGTH OF THE BOARDWALK, EXCLUDING PILES AND

BENTS 62-68 SPANNING THE WATERWAY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO:

1. PILE CAPS

2. DECK BOARDS (REMOVE AND REINSTALL EXISTING – SEE NOTE BELOW)

3. STRINGERS

4. HANDRAILS

5. BRACING, BLOCKING, AND ALL HARDWARE, HURRICANE TIES, AND OTHER

ANCILLARY MATERIALS AND CONNECTIONS.

THE ESTIMATED QUANTITIES FOR BID ALTERNATE NO. 2, EXCLUDING THOSE AREAS

LISTED, ARE AS FOLLOWS:

1. 3200 LF OF BOARDWALK

2. 160 SPANS (161 BENTS AT 20 FT. O.C. TYP)

3. 322 PILE CAPS (2 PILE CAPS PER BENT)

4. 960 STRINGERS (6 STRINGERS PER SPAN TYP)

5. 32,000 SF OF DECKING (SEE NOTE BELOW)

SPECIAL NOTE ON DECK BOARDS: TO THE GREATEST EXTENT POSSIBLE, THE

CONTRACTOR SHALL REMOVE, PROTECT AND REINSTALL THE EXISTING IPE DECK

BOARDS. FOR BID PURPOSES, THE CONTRACTOR SHALL PROVIDE A UNIT PRICE TO

SUPPORT THE REPLACEMENT WHERE REQUIRED. ASSUME THAT APPROXIMATELY 5000 SF

OF NEW IPE DECK BOARDS MAY BE REQUIRED.

THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND ARE CALCULATED ASSUMING

TYPICAL DIMENSIONS, HOWEVER, DIMENSIONS WILL VARY FROM TYPICAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE AMOUNT OF MATERIAL,

LABOR AND COORDINATION NEEDED FOR FULL REPLACEMENT. A SITE VISIT PRIOR TO

BIDDING IS STRONGLY RECOMMENDED.

PLAN VIEW

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REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

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G

H

JHS

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

C

LA

M P

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SEAL

TAYLOR

ENGINEERING, INC.

N

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

VIEWNUMBER

NOT TO SCALE

KEY MAP

NOTE: INSTALL SIMPSON STRONG-TIE H8SS

HURRICANE TIES AT ALL EXISTING HURRICANE

TIE DOWN LOCATIONS FROM BENTS 13-27

SE

G-

MA

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SE

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30 35

31 32 33 34 36 37 38

REPLACE (8) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGERS AND WHEEL GUARDS AND (2) TIMBER

HANDRAIL POSTS BETWEEN BENTS 27-28

REPLACE (12) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGERS AND WHEEL GUARDS AND (3) TIMBER

HANDRAIL POSTS BETWEEN BENTS 47-49

REPLACE (4) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGERS AND WHEEL GUARDS AND (1)

TIMBER HANDRAIL POST BETWEEN BENTS 49-50

REPLACE (4) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGERS AND WHEEL GUARDS AND (1)

TIMBER HANDRAIL POST BETWEEN BENTS 55-56

REPLACE (4) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGERS AND WHEEL GUARDS AND (1)

TIMBER HANDRAIL POST BETWEEN BENTS 40-41

REPLACE (4) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POST TO

STRINGERS AND WHEEL GUARDS AT BENT 45

LEGEND:

BENT IDENTIFIER4

GENERAL NOTES:

1. PRIOR TO BIDDING, THE CONTRACTOR SHALL REVIEW

THE DAMAGE ASSESSMENT PHOTOS INCLUDED AS AN

APPENDIX IN THE CONTRACT DOCUMENTS.

2. QUANTITIES ON THE BID FORM ARE FROM DAMAGE

ASSESSMENT REPORTS AND HAVE BEEN IDENTIFIED IN

THE FIELD AS DEPICTED HEREON. HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

ALL QUANTITIES AND COMPONENTS REQUIRING REPAIR.

IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

AND ENGINEER FOR REVIEW.

3. CONTRACTOR SHALL REFER TO SHEET S-1 FOR DETAILS

ON STRUCTURAL REPAIRS AND REPLACEMENTS.

4. THE CONTRACTOR SHALL COORDINATE WITH OWNER

ON REPAIRING UTILITIES THAT APPEAR ABANDONED OR

NO LONGER IN-USE. FOR BIDDING PURPOSES, THE

CONTRACTOR SHALL ASSUME THAT ALL FREE-AIR

CABLING SHALL BE RE-SUPPORTED AND ROUTED IN

CONDUIT.

5. CONTRACTOR SHALL REFER TO SHEET PE-1 FOR

DETAILS ON PLUMBING AND ELECTRICAL REPAIRS AND

REPLACEMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR, MATERIALS, EQUIPMENT, AND FEES REQUIRED

FOR THE DISPOSAL OF REMOVED/DEMOLISHED

MATERIAL.

BID ALTERNATIVE NO. 1

REPAIR LOCATIONS

BASE BID: BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM

FOR THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE- AND CLEVIS-STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL (SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE CONCESSION

PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITIES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH RELATED

SERVICE PROVIDERS/PUBLIC UTILITIES TO FACILITATE WORK.

BID ALTERNATE NO. 1: BID ALTERNATE NO. 1 WORK GENERALLY CONSISTS OF:

1. REPLACING CORRODED HARDWARE WITH NEW 316 SS HARDWARE.

2. INSTALLING NEW HURRICANE CLIPS. SEE SHEET S-1 FOR DETAILS.

3. REPAIRING LOOSE AND/OR DAMAGED HANDRAIL.

SEE SHEETS G-4 THROUGH G-9 FOR LOCATIONS OF BID ALTERNATE NO. 1 REPAIRS.

BID ALTERNATE NO. 2 (FULL REPLACEMENT): SERVICES IN THIS SCOPE CONSIST OF

FURNISHING ALL LABOR AND MATERIALS NECESSARY TO REPLACE ALL LUMBER

MEMBERS ACROSS THE FULL LENGTH OF THE BOARDWALK, EXCLUDING PILES AND

BENTS 62-68 SPANNING THE WATERWAY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO:

1. PILE CAPS

2. DECK BOARDS (REMOVE AND REINSTALL EXISTING – SEE NOTE BELOW)

3. STRINGERS

4. HANDRAILS

5. BRACING, BLOCKING, AND ALL HARDWARE, HURRICANE TIES, AND OTHER

ANCILLARY MATERIALS AND CONNECTIONS.

THE ESTIMATED QUANTITIES FOR BID ALTERNATE NO. 2, EXCLUDING THOSE AREAS

LISTED, ARE AS FOLLOWS:

1. 3200 LF OF BOARDWALK

2. 160 SPANS (161 BENTS AT 20 FT. O.C. TYP)

3. 322 PILE CAPS (2 PILE CAPS PER BENT)

4. 960 STRINGERS (6 STRINGERS PER SPAN TYP)

5. 32,000 SF OF DECKING (SEE NOTE BELOW)

SPECIAL NOTE ON DECK BOARDS: TO THE GREATEST EXTENT POSSIBLE, THE

CONTRACTOR SHALL REMOVE, PROTECT AND REINSTALL THE EXISTING IPE DECK

BOARDS. FOR BID PURPOSES, THE CONTRACTOR SHALL PROVIDE A UNIT PRICE TO

SUPPORT THE REPLACEMENT WHERE REQUIRED. ASSUME THAT APPROXIMATELY 5000 SF

OF NEW IPE DECK BOARDS MAY BE REQUIRED.

THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND ARE CALCULATED ASSUMING

TYPICAL DIMENSIONS, HOWEVER, DIMENSIONS WILL VARY FROM TYPICAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE AMOUNT OF MATERIAL,

LABOR AND COORDINATION NEEDED FOR FULL REPLACEMENT. A SITE VISIT PRIOR TO

BIDDING IS STRONGLY RECOMMENDED.

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REVIEWED

DATE

SHEET TITLE

SHEET OF

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JHS

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

C

LA

M P

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PA

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SEAL

TAYLOR

ENGINEERING, INC.

N

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

VIEWNUMBER

NOT TO SCALE

KEY MAP

NOTE: INSTALL SIMPSON STRONG-TIE H8SS

HURRICANE TIES AT ALL EXISTING HURRICANE TIE

DOWN LOCATIONS FROM BENTS 27-36 AND 44-51

OUTER CLAM BAY

MATCHLINE

SEE G-7

SE

E

G-

MA

TC

HL

IN

E

6362605958

REPLACE (8) 5/8" THROUGH BOLTS AND

HARDWARE CONNECTING CROSS MEMBERS

TO PILES AT BENT 58 (NOT SHOWN ON S-1)

REPLACE MISSING THROUGH BOLT AND

HARDWARE HOLDING WHEEL GUARD TO

TIMBER POST BETWEEN BENTS 63-64

REPLACE (4) THROUGH BOLTS AND HARDWARE

CONNECTING TIMBER HANDRAIL POSTS TO

STRINGER AND WHEEL GUARD AND (1) TIMBER

HANDRAIL POST BETWEEN BENTS 58-59

APPROXIMATE EXTENT OF BRIDGE

CROSSING. EXCEPT WHERE NOTED, WORK

IS NOT REQUIRED IN THIS LOCATION.

LEGEND:

BENT IDENTIFIER4

GENERAL NOTES:

1. PRIOR TO BIDDING, THE CONTRACTOR SHALL REVIEW

THE DAMAGE ASSESSMENT PHOTOS INCLUDED AS AN

APPENDIX IN THE CONTRACT DOCUMENTS.

2. QUANTITIES ON THE BID FORM ARE FROM DAMAGE

ASSESSMENT REPORTS AND HAVE BEEN IDENTIFIED IN

THE FIELD AS DEPICTED HEREON. HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

ALL QUANTITIES AND COMPONENTS REQUIRING REPAIR.

IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

AND ENGINEER FOR REVIEW.

3. CONTRACTOR SHALL REFER TO SHEET S-1 FOR DETAILS

ON STRUCTURAL REPAIRS AND REPLACEMENTS.

4. THE CONTRACTOR SHALL COORDINATE WITH OWNER

ON REPAIRING UTILITIES THAT APPEAR ABANDONED OR

NO LONGER IN-USE. FOR BIDDING PURPOSES, THE

CONTRACTOR SHALL ASSUME THAT ALL FREE-AIR

CABLING SHALL BE RE-SUPPORTED AND ROUTED IN

CONDUIT.

5. CONTRACTOR SHALL REFER TO SHEET PE-1 FOR

DETAILS ON PLUMBING AND ELECTRICAL REPAIRS AND

REPLACEMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR, MATERIALS, EQUIPMENT, AND FEES REQUIRED

FOR THE DISPOSAL OF REMOVED/DEMOLISHED

MATERIAL.

BID ALTERNATIVE NO. 1

REPAIR LOCATIONS

BASE BID: BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM

FOR THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE- AND CLEVIS-STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL (SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE CONCESSION

PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITIES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH RELATED

SERVICE PROVIDERS/PUBLIC UTILITIES TO FACILITATE WORK.

BID ALTERNATE NO. 1: BID ALTERNATE NO. 1 WORK GENERALLY CONSISTS OF:

1. REPLACING CORRODED HARDWARE WITH NEW 316 SS HARDWARE.

2. INSTALLING NEW HURRICANE CLIPS. SEE SHEET S-1 FOR DETAILS.

3. REPAIRING LOOSE AND/OR DAMAGED HANDRAIL.

SEE SHEETS G-4 THROUGH G-9 FOR LOCATIONS OF BID ALTERNATE NO. 1 REPAIRS.

BID ALTERNATE NO. 2 (FULL REPLACEMENT): SERVICES IN THIS SCOPE CONSIST OF

FURNISHING ALL LABOR AND MATERIALS NECESSARY TO REPLACE ALL LUMBER

MEMBERS ACROSS THE FULL LENGTH OF THE BOARDWALK, EXCLUDING PILES AND

BENTS 62-68 SPANNING THE WATERWAY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO:

1. PILE CAPS

2. DECK BOARDS (REMOVE AND REINSTALL EXISTING – SEE NOTE BELOW)

3. STRINGERS

4. HANDRAILS

5. BRACING, BLOCKING, AND ALL HARDWARE, HURRICANE TIES, AND OTHER

ANCILLARY MATERIALS AND CONNECTIONS.

THE ESTIMATED QUANTITIES FOR BID ALTERNATE NO. 2, EXCLUDING THOSE AREAS

LISTED, ARE AS FOLLOWS:

1. 3200 LF OF BOARDWALK

2. 160 SPANS (161 BENTS AT 20 FT. O.C. TYP)

3. 322 PILE CAPS (2 PILE CAPS PER BENT)

4. 960 STRINGERS (6 STRINGERS PER SPAN TYP)

5. 32,000 SF OF DECKING (SEE NOTE BELOW)

SPECIAL NOTE ON DECK BOARDS: TO THE GREATEST EXTENT POSSIBLE, THE

CONTRACTOR SHALL REMOVE, PROTECT AND REINSTALL THE EXISTING IPE DECK

BOARDS. FOR BID PURPOSES, THE CONTRACTOR SHALL PROVIDE A UNIT PRICE TO

SUPPORT THE REPLACEMENT WHERE REQUIRED. ASSUME THAT APPROXIMATELY 5000 SF

OF NEW IPE DECK BOARDS MAY BE REQUIRED.

THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND ARE CALCULATED ASSUMING

TYPICAL DIMENSIONS, HOWEVER, DIMENSIONS WILL VARY FROM TYPICAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE AMOUNT OF MATERIAL,

LABOR AND COORDINATION NEEDED FOR FULL REPLACEMENT. A SITE VISIT PRIOR TO

BIDDING IS STRONGLY RECOMMENDED.

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JHS

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

C

LA

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SEAL

TAYLOR

ENGINEERING, INC.

N

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

VIEWNUMBER

NOT TO SCALE

KEY MAP

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OUTER CLAM BAY

106 107

109108

105104103102101100

LEGEND:

BENT IDENTIFIER4

GENERAL NOTES:

1. PRIOR TO BIDDING, THE CONTRACTOR SHALL REVIEW

THE DAMAGE ASSESSMENT PHOTOS INCLUDED AS AN

APPENDIX IN THE CONTRACT DOCUMENTS.

2. QUANTITIES ON THE BID FORM ARE FROM DAMAGE

ASSESSMENT REPORTS AND HAVE BEEN IDENTIFIED IN

THE FIELD AS DEPICTED HEREON. HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

ALL QUANTITIES AND COMPONENTS REQUIRING REPAIR.

IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

AND ENGINEER FOR REVIEW.

3. CONTRACTOR SHALL REFER TO SHEET S-1 FOR DETAILS

ON STRUCTURAL REPAIRS AND REPLACEMENTS.

4. THE CONTRACTOR SHALL COORDINATE WITH OWNER

ON REPAIRING UTILITIES THAT APPEAR ABANDONED OR

NO LONGER IN-USE. FOR BIDDING PURPOSES, THE

CONTRACTOR SHALL ASSUME THAT ALL FREE-AIR

CABLING SHALL BE RE-SUPPORTED AND ROUTED IN

CONDUIT.

5. CONTRACTOR SHALL REFER TO SHEET PE-1 FOR

DETAILS ON PLUMBING AND ELECTRICAL REPAIRS AND

REPLACEMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR, MATERIALS, EQUIPMENT, AND FEES REQUIRED

FOR THE DISPOSAL OF REMOVED/DEMOLISHED

MATERIAL.

BID ALTERNATIVE NO. 1

REPAIR LOCATIONS

BASE BID: BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM

FOR THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE- AND CLEVIS-STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL (SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE CONCESSION

PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITIES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH RELATED

SERVICE PROVIDERS/PUBLIC UTILITIES TO FACILITATE WORK.

BID ALTERNATE NO. 1: BID ALTERNATE NO. 1 WORK GENERALLY CONSISTS OF:

1. REPLACING CORRODED HARDWARE WITH NEW 316 SS HARDWARE.

2. INSTALLING NEW HURRICANE CLIPS. SEE SHEET S-1 FOR DETAILS.

3. REPAIRING LOOSE AND/OR DAMAGED HANDRAIL.

SEE SHEETS G-4 THROUGH G-9 FOR LOCATIONS OF BID ALTERNATE NO. 1 REPAIRS.

BID ALTERNATE NO. 2 (FULL REPLACEMENT): SERVICES IN THIS SCOPE CONSIST OF

FURNISHING ALL LABOR AND MATERIALS NECESSARY TO REPLACE ALL LUMBER

MEMBERS ACROSS THE FULL LENGTH OF THE BOARDWALK, EXCLUDING PILES AND

BENTS 62-68 SPANNING THE WATERWAY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO:

1. PILE CAPS

2. DECK BOARDS (REMOVE AND REINSTALL EXISTING – SEE NOTE BELOW)

3. STRINGERS

4. HANDRAILS

5. BRACING, BLOCKING, AND ALL HARDWARE, HURRICANE TIES, AND OTHER

ANCILLARY MATERIALS AND CONNECTIONS.

THE ESTIMATED QUANTITIES FOR BID ALTERNATE NO. 2, EXCLUDING THOSE AREAS

LISTED, ARE AS FOLLOWS:

1. 3200 LF OF BOARDWALK

2. 160 SPANS (161 BENTS AT 20 FT. O.C. TYP)

3. 322 PILE CAPS (2 PILE CAPS PER BENT)

4. 960 STRINGERS (6 STRINGERS PER SPAN TYP)

5. 32,000 SF OF DECKING (SEE NOTE BELOW)

SPECIAL NOTE ON DECK BOARDS: TO THE GREATEST EXTENT POSSIBLE, THE

CONTRACTOR SHALL REMOVE, PROTECT AND REINSTALL THE EXISTING IPE DECK

BOARDS. FOR BID PURPOSES, THE CONTRACTOR SHALL PROVIDE A UNIT PRICE TO

SUPPORT THE REPLACEMENT WHERE REQUIRED. ASSUME THAT APPROXIMATELY 5000 SF

OF NEW IPE DECK BOARDS MAY BE REQUIRED.

THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND ARE CALCULATED ASSUMING

TYPICAL DIMENSIONS, HOWEVER, DIMENSIONS WILL VARY FROM TYPICAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE AMOUNT OF MATERIAL,

LABOR AND COORDINATION NEEDED FOR FULL REPLACEMENT. A SITE VISIT PRIOR TO

BIDDING IS STRONGLY RECOMMENDED.

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SHEET TITLE

SHEET OF

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JHS

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

C

LA

M P

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PA

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SEAL

TAYLOR

ENGINEERING, INC.

N

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

VIEWNUMBER

E

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133132

125123

114113

REPLACE (1) MISSING THROUGH

BOLT AND HARDWARE AT PILE CAP

TO PILE CONNECTION AT BENT 127

REPLACE (2) THROUGH BOLTS AND

HARDWARE CONNECTING TIMBER

HANDRAIL POSTS TO STRINGERS

BETWEEN BENTS 122-123

LEGEND:

BENT IDENTIFIER4

GENERAL NOTES:

1. PRIOR TO BIDDING, THE CONTRACTOR SHALL REVIEW

THE DAMAGE ASSESSMENT PHOTOS INCLUDED AS AN

APPENDIX IN THE CONTRACT DOCUMENTS.

2. QUANTITIES ON THE BID FORM ARE FROM DAMAGE

ASSESSMENT REPORTS AND HAVE BEEN IDENTIFIED IN

THE FIELD AS DEPICTED HEREON. HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

ALL QUANTITIES AND COMPONENTS REQUIRING REPAIR.

IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

AND ENGINEER FOR REVIEW.

3. CONTRACTOR SHALL REFER TO SHEET S-1 FOR DETAILS

ON STRUCTURAL REPAIRS AND REPLACEMENTS.

4. THE CONTRACTOR SHALL COORDINATE WITH OWNER

ON REPAIRING UTILITIES THAT APPEAR ABANDONED OR

NO LONGER IN-USE. FOR BIDDING PURPOSES, THE

CONTRACTOR SHALL ASSUME THAT ALL FREE-AIR

CABLING SHALL BE RE-SUPPORTED AND ROUTED IN

CONDUIT.

5. CONTRACTOR SHALL REFER TO SHEET PE-1 FOR

DETAILS ON PLUMBING AND ELECTRICAL REPAIRS AND

REPLACEMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR, MATERIALS, EQUIPMENT, AND FEES REQUIRED

FOR THE DISPOSAL OF REMOVED/DEMOLISHED

MATERIAL.

BID ALTERNATIVE NO. 1

REPAIR LOCATIONS

BASE BID: BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM

FOR THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE- AND CLEVIS-STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL (SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE CONCESSION

PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITIES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH RELATED

SERVICE PROVIDERS/PUBLIC UTILITIES TO FACILITATE WORK.

BID ALTERNATE NO. 1: BID ALTERNATE NO. 1 WORK GENERALLY CONSISTS OF:

1. REPLACING CORRODED HARDWARE WITH NEW 316 SS HARDWARE.

2. INSTALLING NEW HURRICANE CLIPS. SEE SHEET S-1 FOR DETAILS.

3. REPAIRING LOOSE AND/OR DAMAGED HANDRAIL.

SEE SHEETS G-4 THROUGH G-9 FOR LOCATIONS OF BID ALTERNATE NO. 1 REPAIRS.

BID ALTERNATE NO. 2 (FULL REPLACEMENT): SERVICES IN THIS SCOPE CONSIST OF

FURNISHING ALL LABOR AND MATERIALS NECESSARY TO REPLACE ALL LUMBER

MEMBERS ACROSS THE FULL LENGTH OF THE BOARDWALK, EXCLUDING PILES AND

BENTS 62-68 SPANNING THE WATERWAY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO:

1. PILE CAPS

2. DECK BOARDS (REMOVE AND REINSTALL EXISTING – SEE NOTE BELOW)

3. STRINGERS

4. HANDRAILS

5. BRACING, BLOCKING, AND ALL HARDWARE, HURRICANE TIES, AND OTHER

ANCILLARY MATERIALS AND CONNECTIONS.

THE ESTIMATED QUANTITIES FOR BID ALTERNATE NO. 2, EXCLUDING THOSE AREAS

LISTED, ARE AS FOLLOWS:

1. 3200 LF OF BOARDWALK

2. 160 SPANS (161 BENTS AT 20 FT. O.C. TYP)

3. 322 PILE CAPS (2 PILE CAPS PER BENT)

4. 960 STRINGERS (6 STRINGERS PER SPAN TYP)

5. 32,000 SF OF DECKING (SEE NOTE BELOW)

SPECIAL NOTE ON DECK BOARDS: TO THE GREATEST EXTENT POSSIBLE, THE

CONTRACTOR SHALL REMOVE, PROTECT AND REINSTALL THE EXISTING IPE DECK

BOARDS. FOR BID PURPOSES, THE CONTRACTOR SHALL PROVIDE A UNIT PRICE TO

SUPPORT THE REPLACEMENT WHERE REQUIRED. ASSUME THAT APPROXIMATELY 5000 SF

OF NEW IPE DECK BOARDS MAY BE REQUIRED.

THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND ARE CALCULATED ASSUMING

TYPICAL DIMENSIONS, HOWEVER, DIMENSIONS WILL VARY FROM TYPICAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE AMOUNT OF MATERIAL,

LABOR AND COORDINATION NEEDED FOR FULL REPLACEMENT. A SITE VISIT PRIOR TO

BIDDING IS STRONGLY RECOMMENDED.

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CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

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D

E

F

G

H

JHS

10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

C

LA

M P

AS

S

PA

R

K H

U R

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AN

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N

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LO

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SEAL

TAYLOR

ENGINEERING, INC.

N

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

VIEWNUMBER

E

G-

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162 163 164 165

166 167

REPLACE (2) MISSING THROUGH BOLTS

CONNECTING TIMBER HANDRAIL POST TO

STRINGER BETWEEN BENTS 142-143

REPLACE MISSING THROUGH BOLT AND

HARDWARE FROM WHEEL GUARD TO

TIMBER POST BETWEEN BENTS 143-144

REPLACE (2) THROUGH BOLTS AND

HARDWARE CONNECTING TIMBER HANDRAIL

POSTS TO STRINGERS AT BENT151

INSTALL SIMPSON H8SS HURRICANE TIES

AT ALL EXISTING HURRICANE TIE DOWN

LOCATIONS AT BENTS 148 AND 149

REPLACE MISSING THROUGH BOLT

AND HARDWARE FROM WHEEL

GUARD TO TIMBER POST AT BENT 145

REPLACE (4) CORRODED THROUGH BOLTS AND

HARDWARE CONNECTING TIMBER HANDRAIL

POST TO STRINGER AND WHEEL GUARD AND (1)

TIMBER HANDRAIL POST BETWEEN BENTS 142-143

REPLACE MISSING THROUGH BOLT AND

HARDWARE FROM WHEEL GUARD TO

TIMBER POST BETWEEN BENTS 142-143

LEGEND:

BENT IDENTIFIER4

GENERAL NOTES:

1. PRIOR TO BIDDING, THE CONTRACTOR SHALL REVIEW

THE DAMAGE ASSESSMENT PHOTOS INCLUDED AS AN

APPENDIX IN THE CONTRACT DOCUMENTS.

2. QUANTITIES ON THE BID FORM ARE FROM DAMAGE

ASSESSMENT REPORTS AND HAVE BEEN IDENTIFIED IN

THE FIELD AS DEPICTED HEREON. HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

ALL QUANTITIES AND COMPONENTS REQUIRING REPAIR.

IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

AND ENGINEER FOR REVIEW.

3. CONTRACTOR SHALL REFER TO SHEET S-1 FOR DETAILS

ON STRUCTURAL REPAIRS AND REPLACEMENTS.

4. THE CONTRACTOR SHALL COORDINATE WITH OWNER

ON REPAIRING UTILITIES THAT APPEAR ABANDONED OR

NO LONGER IN-USE. FOR BIDDING PURPOSES, THE

CONTRACTOR SHALL ASSUME THAT ALL FREE-AIR

CABLING SHALL BE RE-SUPPORTED AND ROUTED IN

CONDUIT.

5. CONTRACTOR SHALL REFER TO SHEET PE-1 FOR

DETAILS ON PLUMBING AND ELECTRICAL REPAIRS AND

REPLACEMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR, MATERIALS, EQUIPMENT, AND FEES REQUIRED

FOR THE DISPOSAL OF REMOVED/DEMOLISHED

MATERIAL.

BID ALTERNATIVE NO. 1

REPAIR LOCATIONS

BASE BID: BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM

FOR THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE- AND CLEVIS-STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL (SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE CONCESSION

PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITIES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH RELATED

SERVICE PROVIDERS/PUBLIC UTILITIES TO FACILITATE WORK.

BID ALTERNATE NO. 1: BID ALTERNATE NO. 1 WORK GENERALLY CONSISTS OF:

1. REPLACING CORRODED HARDWARE WITH NEW 316 SS HARDWARE.

2. INSTALLING NEW HURRICANE CLIPS. SEE SHEET S-1 FOR DETAILS.

3. REPAIRING LOOSE AND/OR DAMAGED HANDRAIL.

SEE SHEETS G-4 THROUGH G-9 FOR LOCATIONS OF BID ALTERNATE NO. 1 REPAIRS.

BID ALTERNATE NO. 2 (FULL REPLACEMENT): SERVICES IN THIS SCOPE CONSIST OF

FURNISHING ALL LABOR AND MATERIALS NECESSARY TO REPLACE ALL LUMBER

MEMBERS ACROSS THE FULL LENGTH OF THE BOARDWALK, EXCLUDING PILES AND

BENTS 62-68 SPANNING THE WATERWAY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO:

1. PILE CAPS

2. DECK BOARDS (REMOVE AND REINSTALL EXISTING – SEE NOTE BELOW)

3. STRINGERS

4. HANDRAILS

5. BRACING, BLOCKING, AND ALL HARDWARE, HURRICANE TIES, AND OTHER

ANCILLARY MATERIALS AND CONNECTIONS.

THE ESTIMATED QUANTITIES FOR BID ALTERNATE NO. 2, EXCLUDING THOSE AREAS

LISTED, ARE AS FOLLOWS:

1. 3200 LF OF BOARDWALK

2. 160 SPANS (161 BENTS AT 20 FT. O.C. TYP)

3. 322 PILE CAPS (2 PILE CAPS PER BENT)

4. 960 STRINGERS (6 STRINGERS PER SPAN TYP)

5. 32,000 SF OF DECKING (SEE NOTE BELOW)

SPECIAL NOTE ON DECK BOARDS: TO THE GREATEST EXTENT POSSIBLE, THE

CONTRACTOR SHALL REMOVE, PROTECT AND REINSTALL THE EXISTING IPE DECK

BOARDS. FOR BID PURPOSES, THE CONTRACTOR SHALL PROVIDE A UNIT PRICE TO

SUPPORT THE REPLACEMENT WHERE REQUIRED. ASSUME THAT APPROXIMATELY 5000 SF

OF NEW IPE DECK BOARDS MAY BE REQUIRED.

THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND ARE CALCULATED ASSUMING

TYPICAL DIMENSIONS, HOWEVER, DIMENSIONS WILL VARY FROM TYPICAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE AMOUNT OF MATERIAL,

LABOR AND COORDINATION NEEDED FOR FULL REPLACEMENT. A SITE VISIT PRIOR TO

BIDDING IS STRONGLY RECOMMENDED.

PLAN VIEW

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10199 SOUTHSIDE BLVD

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N

GRAPHIC SCALE

40' 80'20'

22X34: 1" = 20' 11X17: 1" = 40'

VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)

VIEWNUMBER

8'-0"

4"Ø HDPE SEWER

LINE (V.I.F.) 3"Ø CPVC

ELECTRICAL

CONDUIT (V.I.F.)

3"Ø HDPE WATER

LINE (V.I.F.)

SEE SHEET PE-1 FOR UTILITY SUPPORT

REPAIR AND/OR REPLACEMENT

2"x6"x11' DECKING2"x8" RAIL

2"x8" CAP

10" DIA. TIMBER PILE

UTILITY SUPPORT

EXISTING GRADE

4" x14"x12'

PILE CAPS

3/4"Ø THROUGH BOLTS W/

WASHERS BOTH ENDS

4" x14"x22'

STRINGERS

6"x6"x10'

WHEEL

GUARD

4"x6" (10' O.C.)

RAILING POST

2"x8" CAP

4"x6" SPACER

4"x14"x22'

STRINGERS

5/8"Ø THROUGH BOLTS W/

WASHERS BOTH ENDS

2"x6"x11'

DECKING

(3) STAINLESS

STEEL SCREWS

(3) STAINLESS

STEEL SCREWS

4"x6" (10' O.C.)

RAILING POST

20'-0"

3/4"Ø THROUGH BOLTS

W/ WASHERS BOTH ENDS

4"x6" (10' O.C.)

RAILING POST

4"x6" SPACER ( SEE

HANDRAIL SPACER DETAIL)

5/8"Ø THROUGH BOLTS

W/ WASHERS BOTH

ENDSSTRINGER VI

STRINGER V

STRINGER IV

STRINGER III

STRINGER II

STRINGER I

2"x8" RAIL

5/8"Ø THROUGH BOLTS W/

WASHERS BOTH ENDS

STAINLESS STEEL

UTILITY STRAPUTILITY SUPPORT

10" DIA. TIMBER PILE

EXISTING GRADE

A

S-3

PILE B

PILE A

4"x4" STRINGER TIE (EACH

STRINGER) W/ 5/8"Ø BOLTS

NEW SIMPSON H8SS

HURRICANE TIE EACH DECK

JOIST, (12) TOTAL EACH BENT

SEE SHEET PE-1 FOR UTILITY

SUPPORT REPAIR AND/OR

REPLACEMENT

4"x14" BLOCKING (TYP)

+8.91 FT NAVD TYP

(VARIES FROM +5.5 TO

+11.92 FT NAVD)

MHW = -0.06' NAVD MHW = -0.06' NAVD

FOR MUCH OF THE SITE, THE HIGH WATER LINE

IS ABOVE THE MUDLINE. THE CONTRACTOR

SHALL ACCOUNT FOR PERFORMING WORK IN

THE WET. VARIATIONS IN WATER LEVELS WILL

NOT SERVE AS A BASIS FOR SCHEDULE

EXTENSIONS OR ADDITIONAL COMPENSATION.

FOR MUCH OF THE SITE, THE HIGH WATER LINE

IS ABOVE THE MUDLINE. THE CONTRACTOR

SHALL ACCOUNT FOR PERFORMING WORK IN

THE WET. VARIATIONS IN WATER LEVELS WILL

NOT SERVE AS A BASIS FOR SCHEDULE

EXTENSIONS OR ADDITIONAL COMPENSATION.

NOTCH IN PILE FOR

CAP BEARING (TYP)

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

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BOARDWALK

DETAILS (EXISTING

CONDITIONS)

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10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

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ENGINEERING, INC.

VIEWNUMBER

SCALE: 1" = 2'

HANDRAIL SPACER DETAIL1

2'

VIEWNUMBER

SCALE: 1" = 2'

SECTION A-AA

2' 0

VIEWNUMBER

SCALE: 1" = 2'

SIDE VIEW3

2'

GENERAL NOTES

1. ALL DETAILS, DIMENSIONS, AND MATERIAL SPECIFICATIONS SHOWN HERE-ON

REFERENCE THE CLAM PASS PARK ORIGINAL 1986 BOARDWALK DRAWINGS

AND THE 2019 CLAM PASS PARK REPAIR PLANS. EXISTING CONDITIONS MAY

VARY FROM WHAT IS SHOWN HEREON, THE CONTRACTOR SHALL FIELD

VERIFY ALL MEMBER SIZES, SPACING, AND DIMENSIONS PRIOR TO

REPLACEMENT. IF THE CONTRACTOR IDENTIFIES DISCREPANCIES OR

ADDITIONAL AREAS NOT INCLUDED HEREON, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE OWNER AND ENGINEER FOR REVIEW.

2. SEE SHEET G-2 FOR TECHNICAL SPECIFICATIONS.

VIEWNUMBER

SCALE: 1" = 2'

TOP VIEW2

2'

SPACING: BALE BARRIERS FOR PAVED DITCHES SHOULD BE SPACED IN ACCORDANCE

WITH CHART I, SHEET 1 OF 3, INDEX NO. 102 OF THE F.D.O.T. ROADWAY AND TRAFFIC

DESIGN STANDARDS.

ELEVATION

PLAN

SOD

SOD

LOOSE SOIL PLACED BY SHOVEL

AND LIGHTLY COMPACTED ALONG

UPSTREAM EDGE OF BALES.

ANCHOR BALES WITH (2)

2"X2"X4' STAKES PER BALE.

RAIL

POST

FL

O

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1' M

IN

R

EC

O M

M

EN

D

ED

STRAW BALE BARRIER FOR PAVED DITCH

STAKED AND

ENTRENCHED

STRAW BALE

BINDING WIRE

OR TWINE

FILTERED

RUN-OFF

SEDIMENT LADEN

RUN-OFF

COMPACTED SOIL TO

PREVENT PIPING

CROSS SECTION OF A PROPERLY INSTALLED STRAW BALE

1' M

IN

" FILTER FABRIC

(IN ACCORDANCE WITH

SEC. 985 F.D.O.T. SPEC.)

POST (OPTIONS: 2"X4" OR

2 1/2" MIN. Ø WOOD;

STEEL 1.33 lbs/ft MIN.)

6' MAX.

8"

3' O

R G

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EA

TE

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TYPE III SILT FENCE

ELEVATION

FILTER FABRIC

SECTION

OPTIONAL POST

POSITIONS

SILT FLOW

VE

R

TI

C

AL

20°

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

" M

IN

3' FILTER FABRIC (IN

ACCORDANCE WITH SEC.

985 F.D.O.T. SPEC.)

POST (OPTIONS: 4"X4"

OR 3" MIN. Ø WOOD;

STEEL 1.33 lbs/ft MIN.)

10' MAX.

8"

3' O

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R

EA

TE

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TYPE IV SILT FENCE

ELEVATION

FILTER FABRIC

SECTION

OPTIONAL POST

POSITIONS

SILT FLOW

VE

R

TI

C

AL

20°

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

POULTRY MESH (20 GA. MIN.)

OR TYPE A FENCE FABRIC

POULTRY MESH (20 GA. MIN.)

OR TYPE A FENCE FABRIC

SILT FLOW

TYPE III AND IV SILT FENCE

DITCH INSTALLATION AND SPACING FOR TYPE III & TYPE IV

FENCE TO BE IN ACCORDANCE WITH SHEET 1 OF 3, OF THE

F.D.O.T. INDEX NO. 102

TYPE III OR TYPE IV SILT FENCE

TYPE III OR TYPE IV SILT FENCE PROTECTION

AROUND DITCH BOTTOM INLETS.

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT

UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

SILT FLOW

5'

(TYP.)

1' M

IN

IM

U M

R

EC

O M

M

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D

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(TYP.)

1' M

IN

IM

U M

R

EC

O M

M

EN

D

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LOOSE SOIL PLACED BY SHOVEL

AND LIGHTLY COMPACTED ALONG

THE UPSTREAM EDGE OF BALES.

WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS

(APPROX. 12'X12'). SECURE EDGES BY ENTRENCHING AND

EXTEND UNDER BAGS AND BALES. FABRIC SHALL MEET THE

REQUIREMENTS OF SECTION F.D.O.T. 985 OF THE STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

SAND BAGS

5' M

IN

TYPICAL STRAW BALE DETAIL

PLAN

FL

O

W

PLAN

FL

O

W

RAIL

POST

APPLICATION AND SPACING OF TYPES I & TYPES II HAY BALE BARRIERS SALL BE IN ACCORDANCE WITH SHEET 1

OF 3, F.D.O.T. INDEX NO. 102

TYPE II TYPE I

ELEVATION ELEVATION

ANCHOR BALES WITH (2) 2"X2"X4' STAKES PER BALEANCHOR LOWER BALES WITH (2) 2"X2"X4' STAKES PER BALE.

ANCHOR TOP BALES WITH (2) 2"X2"X4' STAKES PER BALE.

STAKE STAKE

FILTER FABRIC

SILT FENCE INSTALLATION DETAILS

1. SET POSTS AND EXCAVATE A 8"X4" TRENCH UP SLOPE

ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE

AND EXTEND FILTER FABRIC AND WIRE FENCE INTO

THE TRENCH.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

EXTENSION OF FILTER FABRIC

AND WIRE FENCE INTO THE

TRENCH.

BACKFILL

POST8"

4" WIRE FENCE

CLOSED CELL SOLID

PLASTIC FOAM FLOATATION

(6" Ø EQUIVALENT)

(12 lbs PER FT BUOYANCY)

5/8" POLYPRO ROPE

(600 lb BREAKING STRENGTH)

18 oz NYLON REINFORCED

PVC FABRIC (300 PSI TEST)

WITH LACING GROMMETS

D 1

D

1/4" GALVANIZED CHAIN

FLOATING TURBIDITY BARRIER - TYPE 1

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

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SEDIMENT

CONTROL DETAILS

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10199 SOUTHSIDE BLVD

SUITE 310

JACKSONVILLE, FLORIDA 32256

(904)-731-7040

REGISTRY # 4815

ISSUED

FOR

BID

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SEAL

TAYLOR

ENGINEERING, INC.

1. GENERAL

BEFORE SUBMITTING A PROPOSAL, CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS. IT IS EXPRESSLY UNDERSTOOD THAT THIS PROPOSAL IS BASED ON THE ABOVE REQUIREMENTS AND THAT IT COVERS

EVERYTHING NECESSARY TO DO AND COMPLETE THE WORK.

2. INSPECTION AND COOPERATION

NO DEVIATION FROM THE SPECIFICATIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT OR ENGINEER.

COORDINATE WITH ALL TRADES.

3. PERMITS, INSPECTION, TESTING.

SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED FOR THIS INSTALLATION OF HIS WORK.

4. HANGERS

REFER TO DETAILS SHOWN ON THIS PLAN.

5. DAMAGE BY LEAKS

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO THE GROUNDS, WALKS, ROADS, ALL BUILDING COMPONENTS AND FINISHES, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT AND CONTENT, CAUSED BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR

HAVING BEEN INSTALLED HEREIN. ALL REPAIRS WILL BE MADE AT CONTRACTOR'S EXPENSE.

6. CLEANUP AND ADJUSTMENT

AREAS OF WORK: ALL EQUIPMENT, FIXTURES, VALVES, PIPES, AND FITTINGS SHOULD BE THOROUGHLY CLEANED OF GREASE AND METAL

CUTTINGS.

ANY DAMAGE: IF ANY PART OF THE BUILDING, ITS FINISH, OR FURNISHINGS IS DISCOLORED OR DAMAGED DUE TO THE CONTRACTOR'S FAILURE TO CLEAN THE INTERIOR OF PIPES PROPERLY, IT MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

CLEANLINESS: ALL SURPLUS MATERIALS AND RUBBISH MUST BE REMOVED AS SOON AS THEY ACCUMULATE.

EQUIPMENT CONDITION: ALL EQUIPMENT MUST BE LEFT IN A SAFE AND PROPER OPERATING CONDITION.

REPAIRS: ANY DAMAGE MUST BE REPAIRED OR THE PART REPLACED BY THE CONTRACTOR. ALL PARTS SHOULD BE LEFT WITHOUT DENTS, SCRATCHES, DAMAGE TO THE FINISH PAINT, LOOSE PLASTER, STAINS, OR OTHER BLEMISHES.

7. WARRANTY

ALL WORK SHALL BE WARRANTED FOR PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION AND SHALL REPAIR OR REPLACE ANY EQUIPMENT OR MATERIAL WHICH IS DEFECTIVE OR IMPROPERLY INSTALLED. IN ADDITION, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDINGS AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIALS INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS.

HORIZONTAL SCHEDULE 40

AND 80 PVC OR ABS PIPING

1/2"-2" 5'

2-1/2"-3"

6"-8"

4"

5'

5'

5'

PIPE

SIZE

HANGER

SPACING

PIPE HANGER AND SUPPORT NOTES

3/8"

1/2"-5/8"

3/4"

1/2"

ROD DIAMETER

HANGER

PIPE HANGERS AND PIPE CLAMP DETAILS AND NOTES

STAINLESS U-BOLT PIPE

CLAMP. GRINNELL FIG. 137

OR EQUAL.

UNINSULATED PVC

PIPE.

TWO PIECE STAINLESS PIPE

CLAMPS. GRINNELL MODEL PS

1200 OR EQUAL.

UNINSULATED PVC

PIPE.

NOMINAL PIPE SIZE .375" THRU 3" NOMINAL PIPE SIZE 4" THRU 14"

STAINLESS STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS

24" AND SHORTER.

STAINLESS STEEL CLEVIS

HANGER. GRINNELL FIG. 260

OR EQUAL.

UNINSULATED PVC

PIPE.

NOMINAL PIPE SIZE 2.5" THRU 4"

STAINLESS STEEL ALL-THREAD

ROD ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY

BE USED FOR RODS 24" AND

SHORTER.

STAINLESSSTEEL PIPE RING

HANGER. GRINNELL FIG. 69 OR

EQUAL.

UNINSULATED STEEL OR PVC

PIPE.

NOMINAL PIPE SIZE .375" THRU 2"

STAINLESS STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS

24" AND SHORTER.

STAINLESS STEEL CLEVIS

HANGER. GRINNELL FIG. 65

OR EQUAL.

UNINSULATED

PVC PIPE.

NOMINAL PIPE SIZE 5" THRU 12"

1. PIPE HANGERS , SUPPORTS AND COMPONENTS

SHALL BE MSS SP-58, FACTORY-FABRICATED

COMPONENTS.

2. CHANNEL SUPPORT SYSTEMS SHALL BE MFMA-2,

FACTORY-FABRICATED COMPONENTS FOR FIELD

ASSEMBLY AS MANUFACTURED BY LEE

COMPOSITES OR EQUAL.

3. TOP BEAM C-CLAMPS SHALL BE MSS TYPE 19.

4. SIDE BEAM OR CHANNEL CLAMPS SHALL BE MSS

TYPE 20.

5. CENTER-BEAM CLAMPS SHALL BE MSS TYPE 21.

6. C-CLAMPS SHALL BE MSS-23.

7. SIDE-BEAM BRACKETS SHALL BE MSS TYPE 34.

8. PLATE LUGS SHALL BE MSS TYPE 57.

9. ALL RIGID RODS HANGERS SHALL HAVE A MEANS

FOR VERTICAL ADJUSTMENT AFTER ERECTION.

10. CUT OFF EXCESS THREADED ROD AFTER HANGER

ADJUSTMENTS HAVE BEEN MADE. PIPE HANGERS

AND SUPPORTS SHALL NOT BE ATTACHED TO

UPPER FLOOR OR ROOF, METAL DECKING.

11. HANGERS, THREADED ROD AND ACCESSORIES

SHALL BE 316 STAINLESS STEEL. MATERIALS.

GALVANIZED OR 304 STAINLESS STEEL

COMPONENTS ARE NOT ACCEPTABLE.

12. ALL THREADED ROD SHALL BE STAINLESS STEEL

13. ANY JOINTS THAT NEED REPAIR SHALL BE BONDED

USING SIMILAR METHODS TO THAT OF EXISTING,

SUCH AS THERMAL, CHEMICAL OR MECHANICAL.

14. WRAP COPPER PIPE THAT COMES INTO CONTACT

WITH STAINLESS COMPONENTS WITH HESKINS

3453 TAPE OR EQUAL.

PLUMBING AND ELECTRICAL SPECIFICATIONS

TYPICAL TRAPEZE DETAIL FOR ELECTRICAL CONDUIT

SCALE: NTS

EXISTING CONDUIT

(TYPICAL)

SS ANCHOR BRACKET

SS UNISTRUT

SS THREAD ROD.

SCALE: NTS

EXISTING TRAPEZE HANGER FOR

CONDUIT TO BE REPLACED PER

DETAILS. CONDUIT MUST BE

SUPPORTED INDEPENDENTLY

FROM OTHER UTILITIES.

EXISTING BAND HANGER TO

BE REPLACED CLEVIS TYPE

SUPPORT HANGER, PER

DETAILS

TIMBER BOARDWALK

SCALE: NTS

ENTRANCE

PAVILLION

SCOPE OF WORK

SCALE: NTS

A1

A3

C5

UTILITY PIPING EXISTING

CONDITIONS BELOW BOARDWALK

SANITARY FORCED MAIN

ELECTRICAL AND

COMMUNICATIONS

REPLACE ALL CROSS MEMBER STRAPS

WITH 316 STAINLESS STEEL

COMPONENTS

NOTE: NO FORMAL UTILITY SURVEY HAS BEEN PERFORMED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

THE TYPE AND USE OF EACH UTILITY AND VERIFYING THEIR

LOCATIONS IN THE FIELD.

NOTE: PIPE HANGER DETAILS ON THIS SHEET ARE APPLICABLE TO ELECTRICAL RUNS UNDER THE CONCESSIONS PAVILION AS NOTED ON THE ELECTRICAL DRAWINGS, AND FOR THE UTILITIES UNDER THE TIMBER BOARDWALK. BENT SECTIONS ARE IDENTIFIED ON THE

G-SHEETS.

BASE BID WORK GENERALLY CONSISTS OF REPLACING THE SUPPORT SYSTEM FOR

THE EXISTING UTILITIES ALONG THE FULL LENGTH OF THE TIMBER BOARDWALK

(APPROX. 3200 LF). THE WORK WILL CONSIST OF THE FOLLOWING:

1. REMOVING ALL EXISTING STRAPS, CLAMPS, SUPPORTS, AND HARDWARE

2. INSTALLATION OF NEW TRAPEZE AND CLEVIS STYLE HANGERS AS SHOWN ON

SHEET PE-1. ALL HARDWARE AND SUPPORTS SHALL BE 316 STAINLESS STEEL

(SS).

3. ALL FREE-AIR CABLING SHALL BE RE-SUPPORTED AND ROUTED IN NEW

CONDUIT.

4. BASE BID WORK WILL ALSO INCLUDE ALL MEP REPAIR WORK AT THE

CONCESSION PLATFORM AS SHOWN ON SHEETS E-0 THROUGH P-2.

5. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TEMPORARY SUPPORT OF

UTILITES DURING CONSTRUCTION TO PREVENT DISRUPTION OF SERVICE

BID INSTRUCTIONS

12 GAGE STAINLESS

MOUNTING CHANNEL.

GRINNELL POWERSTRUT OR

EQUAL.

12 GAGE STAINLESS

MOUNTING CHANNEL.

GRINNELL POWERSTRUT OR

EQUAL.

R O

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NOVEMBER 2025

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PROJECT NO C2023-054

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

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D

E

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937.461.5660

DAYTON, OHIO 45430

4454 IDEA CENTER BLVD.

WOOLPERT, INC.

REGISTRY # 7685

ISSUED

FOR

BID

PE-1

PLBG & ELE

UTILITY SPECS,

SITE IMAGES, &

HANGER

DETAILS

PR

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NOVEMBER 2025

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PROJECT NO C2023-054

DESIGNED

DRAWN

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REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

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D

E

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937.461.5660

DAYTON, OHIO 45430

4454 IDEA CENTER BLVD.

WOOLPERT, INC.

REGISTRY # 7685

ISSUED

FOR

BID

LEGEND DEMOLITION NOTES:

POWER

ABBREVIATIONS

GENERAL NOTES:

LIGHTING AND POWER NOTES:

E-0

ELECTRICAL

NOTES,

LEGENDS

SPECIFICATIONS

MN

MN

LIK

MCB

TO RESTROOM PANEL ABOVE

TO PANEL P1 ABOVE 4

PANEL PP 3

EXISTING CONCESSION

STAND SERVICE CIRCUITRY

TO REMAIN

8 9

TRANSITION

UNDERGROUND

EXISTING CONCESSION

STAND SERVICE CIRCUITRY

TO REMAIN

CONCESSION PLATFORM

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PROJECT NO C2023-054

DESIGNED

DRAWN

CHECKED

REVIEWED

DATE

SHEET TITLE

SHEET OF

21 3 4 5 6 7 8

A

B

C

D

E

F

G

H

ENG

C

LA

M P

AS

S

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937.461.5660

DAYTON, OHIO 45430

4454 IDEA CENTER BLVD.

WOOLPERT, INC.

REGISTRY # 7685

ISSUED

FOR

BID

1" = 10'-0"

ELECTRICAL DEMOLITION SITE PLAN

SCALE

A2

ED-1

PLAN

NORTH

0'

1" = 10'-0"

10' 20' 40'

GENERAL NOTES

KEYED NOTES

1. SEE E-0 FOR GENERAL NOTES.

2. CONTRACTOR SHALL VERIFY EXISTING POWER REQUIREMENTS AND CONFIRM EXISTING

ONE-LINE CONNECTIONS. NOTIFY A/E OF ANY DISCREPANCIES IN POWER FLOWS THAT

WOULD IMPACT ARRANGEMENT OF NEW WORK.

EXISTING BUILDING MAIN DISCONNECT TO REMAIN. DISCONNECT AND REMOVE LOAD

SIDE CIRCUITRY TO TRANSFORMER. SEE NEW WORK FOR NEW CIRCUITRY

REQUIREMENTS.

DISCONNECT AND REMOVE EXISTING TRANSFORMER. REMOVE ALL ASSOCIATED

CIRCUITRY BACK TO NEAREST PANEL, DISCONNECT, OR JUNCTION BOX.

DISCONNECT AND REMOVE EXISTING PANEL PP. RETAIN ALL BRANCH CIRCUITRY FED

FROM PANEL. CAREFULLY PULL BACK AND LABEL ALL CABLING FOR FUTURE

RECONNECTION TO NEW PANEL. SEE NEW WORK FOR NEW PANEL REQUIREMENTS.

REMOVE EXISTING PULL BOX. RETAIN VERTICAL CONDUIT THROUGH CONCESSION

FLOOR TO PANEL P1. ALL OTHER ASSOCIATED CIRCUITRY TO BE REMOVED.

INTERCEPT EXISTING CONDUIT TO RESTROOM PANEL. CUT CONDUIT BELOW PLATFORM

DECKING AND REMOVE BACK TO PANEL PP. CONDUCTORS TO BE REPLACED IN THEIR

ENTIRETY. SEE NEW WORK FOR CIRCUITRY INFORMATION.

REPLACE VARIOUS CORRODED GROUNDING CONNECTIONS. TEST AND VERIFY

INTEGRITY OF GROUNDING SYSTEM AND MAKE REPAIRS…