17-2026.01.28 - Pine Walk Transfer Ramp 100 Plans.pdf

PINE WALK TRANSFER FACILITY

RAMP REPAIR PLANS

FOR THE TOWN OF PALM BEACH

JANUARY 2026

COVER COV

PINE WALK TRANSFER FACILITY

RAMP REPAIR PLANS

FOR THE TOWN OF PALM BEACH

© GENERAL NOTES G-1

RAMP REPAIR PLANS

FOR THE TOWN OF PALM BEACH

SCHEDULE OF QUANTITIES

GENERAL NOTES AND SPECIFICATIONS

PART 1 - GENERAL

1.01 PROJECT IDENTIFICATION: PINE WALK TRANSFER STATION STRUCTURAL REPAIR, TOWN OF PALM BEACH, FLORIDA, AS SHOWN

ON CONTRACT DOCUMENTS PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC.

1.02 CONSTRUCTION TIME AND PHASING PLAN: SUBMIT THE PHASING PLAN TO MEET THE SCHEDULE STIPULATED IN THE BID

DOCUMENTS.

1.03 CONTRACTOR USE OF PREMISES

A. USE OF THE SITE: CONFINE OPERATIONS TO THE AREAS SHOWN. DO NOT DISTURB AREAS OUTSIDE THE LIMITS OF WORK. CONFORM TO TOWN RULES AND REGULATIONS AFFECTING THE WORK WHILE ENGAGED IN PROJECT

CONSTRUCTION.

B. OPEN PASSAGE: KEEP EXISTING DRIVES, ROADWAYS, AND ENTRANCE AREAS CLEAR AT ALL TIMES. DO NOT USE THESE

AREAS FOR PARKING OR STORAGE OF MATERIALS.

C. STORAGE: DO NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT. COORDINATE WITH OWNER REGARDING THE LOCATION OF MATERIAL STOCKPILES AND/OR LOCATION OF STORAGE SHEDS. IF

ADDITIONAL STORAGE IS NECESSARY, OBTAIN OWNER'S APPROVAL.

1.04 COORDINATION: COORDINATE THE ENTIRE WORK OF THE PROJECT. PREPARE GENERAL COORDINATION DRAWINGS, DIAGRAMS, AND SCHEDULE. CONTROL SITE UTILIZATION FROM BEGINNING OF CONSTRUCTION ACTIVITY THROUGH PROJECT

CLOSE-OUT AND WARRANTY PERIODS.

1.05 PARTIAL OWNER OCCUPANCY OR USE: THE OWNER RESERVES THE RIGHT TO USE COMPLETED AND ACCEPTED WORK PROVIDED SUCH USE DOES NOT INTERFERE WITH COMPLETION OF OTHER WORK. SUCH USE WILL NOT AFFECT WARRANTY

STIPULATIONS ADDRESSED ELSEWHERE IN THE CONTRACT DOCUMENTS.

1.06 THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A HURRICANE PREPAREDNESS PLAN. THE PLAN SHOULD OUTLINE THE NECESSARY MEASURES WHICH THE CONTRACTOR PROPOSES TO PERFORM AT NO ADDITIONAL COST TO THE OWNER IN CASE OF A HURRICANE OR SEVERE WEATHER WARNING. THE PLAN SHOULD INCLUDE PRIMARY POINTS OF CONTACT FOR THE

CONTRACTOR, TOWN OF PALM BEACH, AND ENGINEER, AS REQUIRED.

PART 2 - WORK ELEMENTS

2.01 GENERAL DESCRIPTION: THE WORK OF THIS CONTRACT INCLUDES RESTORING AND REPAIRING DETERIORATED AND DAMAGED

COMPONENTS OF THE EXISTING TRANSFER FACILITY RAMP.

2.02 WORK STANDARDS:

A. ALL WORK TO BE PERFORMED PER ACI 224, ACI 546, AND PRODUCT MANUFACTURER'S SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. REFER ANY CONFLICTS BETWEEN ACI SPECIFICATIONS AND MANUFACTURER'S

SPECIFICATIONS TO THE ENGINEER FOR RESOLUTION.

B. WELDING: PERFORMED BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH AWS D.1.1. ALL WELD SIZES

SHALL BE THE MAXIMUM ALLOWED BY MATERIAL BEING WELDED WITH E 70XX ELECTRODE.

C. FORM WORK: FORM WORK IS TO BE DRY AND FREE FROM DEBRIS PRIOR TO INSTALLATION OF REPAIR MATERIALS.

FORMS TO BE PLASTIC COATED OR LINED WITH PLASTIC TO PREVENT REPAIR MATERIALS BONDING TO FORMS.

2.03 TYPE I-AA TRENCH PAVEMENT SURFACE REPAIR

A. SAWCUT AND REMOVE CONCRETE/ASPHALT AND BASE AS REQUIRED WITHIN LIMITS SHOWN ON SHEET S-2: PAVEMENT

PLAN.

B. COMPACT EXISTING BASE TO 98% MAX DRY DENSITY PER AASHTO T-180.

C. CONSTRUCT REINFORCED CONCRETE SLAB AS PER DETAILS ON SHEET S-2.

D. MATCH EXISTING GRADES AND SLOPE CONCRETE TO DRAIN TOWARDS EXISTING DRAINS.

E. TRENCH PAVEMENT WITH MINIMUM OF12" COVER FOR NEW 4" PVC LEACHATE DRAIN. CONNECT FROM EXISTING DRAIN TO

EXISTING CATCH BASIN. INSTALL CLEANOUT AT CONNECTION TO EXISTING DOWNSPOUT. SEE DETAIL ON S-5 FOR CONNECTION INTO EXISTING CATCH BASIN. SEE TOWN OF PALM BEACH RIGHT-OF-WAY STANDARDS MANUAL, S-4 FOR

CLEANOUT DETAILS.

2.04 TYPE I-A PAVEMENT SURFACE REPAIR HIGH MOLECULAR WEIGHT METHACRYLATE (HMWM)

A. PERFORM EXPANSION JOINT REPAIR PRIOR TO APPLYING HMWM REPAIR

B. CLEAN AND PREPARE THE RAMP SURFACE OF ANY DUST, DIRT, DEBRIS, AND OTHER CONTAMINANTS IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS AND FDOT STANDARD SPECIFICATION SECTION 413.

C. HMWM SEALER SHALL BE DURAGUARD 401-30E OR APPROVED EQUAL IN ACCORDANCE WITH FDOT SPECIFICATION

SECTION 413.

D. PRE-FILL ANY CRACKS 18" WIDE OR WIDER WITH HMWM.

E. HMWM SEALER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND FDOT

SPECIFICATION SECTIONS 413.

F. CONTRACTOR SHALL CONTAIN ALL DEBRIS AND MATERIALS (SEALER) ASSOCIATED WITH THE SURFACE PREPARATION AND

SEALING OF RAMP.

2.05 TYPE I-B CONCRETE CRACK REPAIR

A. WATER BLAST, CLEAN AND DRY ALL SUBSTRATE.

B. SEAL CRACKS BY POLYURETHANE SEAL COAT.

C. COLOR TO MATCH CONCRETE AS CLOSE AS PRACTICABLE.

D. CRACK SEAL MATERIAL SHALL BE SIKAFLEX 1-A OR APPROVED EQUAL.

E. CONTRACTOR SHALL CONTAIN ALL DEBRIS RESULTING FROM CRACK SEALING OPERATIONS.

2.06 TYPE I-C CONCRETE SPALL/DELAMINATION REPAIR

A. REMOVE DETERIORATED CONCRETE TO SOUND MATERIAL BY SCARIFICATION OR BY CHIPPING WITH LIGHT DUTY PNEUMATIC OR ELECTRIC CONCRETE CHIPPERS (30 LBS OR LESS IN GENERAL, 15 LBS OR LESS ADJACENT TO PRESTRESSING STRANDS, REINFORCING STEEL, AND STRUCTURAL LIMITS OF CONSTRUCTION). PROVIDE AN AGGREGATE-FRACTURED SURFACE WITH A MINIMUM SURFACE PROFILE AMPLITUDE OF 14 INCH BY USE OF A SCABBLER OR OTHER APPROPRIATE MEANS. BLAST CLEAN ALL REINFORCING BARS EXPOSED AFTER CONCRETE REMOVAL IN ACCORDANCE WITH SSPC SP-10 "NEAR-WHITE BLAST CLEANING". BLAST CLEAN EXISTING CONCRETE SURFACES THAT WILL BE IN CONTACT WITH FRESHLY PLACED REPAIR MATERIAL AND CLEAN TO REMOVE LOOSE MATERIAL AND DUST

IMMEDIATELY BEFORE APPLICATION OF REPAIR MATERIAL.

B. REPAIR MATERIAL SHALL BE TYPE F EPOXY IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 926 OR SIKAQUICK VOH OR APPROVED EQUAL IN ACCORDANCE WITH SPECIFICATION SECTION 932, APPLIED IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS.

C. BONDING AGENT/CORROSION INHIBITOR: SIKA-ARMATEC 110 EPO CEM OR APPROVED EQUIVALENT. INSTALL IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

D. EXERCISE SPECIAL CARE WHEN REMOVING UNSOUND CONCRETE TO NOT DAMAGE EXISTING REINFORCING STEEL OR OTHER EMBEDDED ANCHORAGES OR BREAK THE BOND BETWEEN THE STEEL AND SOUND CONCRETE TO REMAIN.

E. ANY EXISTING REINFORCING STEEL DAMAGED BY THE CONTRACTOR'S ACTIONS IN THE PROCESS OF REMOVING UNSOUND CONCRETE OR CLEANING REINFORCING STEEL SHALL BE REPAIRED TO THE SATISFACTION OF THE

ENGINEER AT THE CONTRACTOR'S EXPENSE.

F. THE CONTRACTOR SHALL CONTAIN ALL DEBRIS RESULTING FROM REPAIRS AND DISPOSE OFF SITE.

2.07 TYPE I-D EXPANSION JOINT REPAIR

A. REMOVE FULL DEPTH OF EXISTING EXPANSION JOINT.

B. RE-ESTABLISH EXPANSION JOINT AS PER DETAIL I-D ON SHEET S-5.

2.08 TYPE I-E TOP SLAB PROTECTIVE COATING

A. TEMPORARILY REMOVE EXISTING HOPPER. COORDINATE WITH THE TOWN OF PALM BEACH TO STORE EXISTING

HOPPER. PERFORM CONCRETE REPAIRS AS IDENTIFIED ON S-1.

B. ALLOW CONCRETE REPAIRS TO CURE FOR 28 DAYS.

C. CLEAN AND DRY CONCRETE SURFACE. ABRASIVE BLAST CLEAN PER SSPC-SP13. APPLY MANUFACTURER'S

RECOMMENDED FILLER AS NEEDED PER MANUFACTURER'S RECOMMENDATION.

D. APPLY EPOXY TO SEAL CRACKS WITHIN THE LIMITS SHOWN AROUND THE HOPPER PLATFORM WITH CONTAINMENT

WALL.

E. APPLY TNEMEC NOVOLAC EPOXY SYSTEM TO HOPPER PLATFORM AREA INCLUDING TOP OF SLAB AND INSIDE FACE

OF HOPPER OPENING. APPLY COATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

F. RE-INSTALL EXISTING HOPPER. SEE DETAIL ON S-5.

2.09 TYPE II-A WASHER REPLACEMENT

A. REMOVE EXISTING BOLTS AND WASHERS ONE (1) AT A TIME.

B. RE-INTSALL NEW WASHER WITH EXISTING BOLT.

2.10 TYPE II-B STAIR REPAIR (SEE PHOTO 12)

A. REMOVE ALL OIL, GREASE, AND SOLUBLES PER SSPC-SP1.

B. ABRASIVE BLAST CLEAN THE STAIRS PER SSPC-SP10/NACE 2.

C. SMOOTH ALL SHARP EDGES AND CORNERS BY GRINDING.

D. APPLY COATING SYSTEM FOR STAIRS PER MAINTENANCE COATING.

2.11 TYPE II-C GUARDRAIL REPLACEMENT

A. REMOVE EXISTING GUARDRAIL PANEL AND BOLTS FOR EXISTING GUARDRAIL AS SHOWN ON SHEET S-1.

B. KEEP EXISTING GUARDRAIL POSTS IN PLACE.

C. DISASSEMBLE AND DISPOSE OF EXISTING GUARDRAIL.

D. ABRASIVE BLAST AND APPLY MAINTENANCE COAT TO EXISTING GUARDRAIL POSTS IN PLACE.

E. REPLACE BOTH NORTH AND SOUTH TRAFFIC RAILS WITH NEW TRAFFIC RAIL PER FDOT INDEX 400 TO MATCH

EXISTING.

2.12 MAINTENANCE COATING

A. COMPLETE ALL REPAIRS BEFORE BEFORE APPLYING MAINTENANCE COATING.

B. CLEAN AND DRY SURFACES.

C. APPLY MAINTENANCE COATING TO UNDERSIDE AND VERTICAL SURFACES OF ALL CONCRETE AND ALL SURFACES OF

TRAFFIC RAILS, CROSS BRACES, CROSS BRACE CONNECTIONS, AND STAIRS.

2.13 TYPE III EROSION CONTROL

A. CLEAR AND GRUB SLOPE TO A DEPTH OF 4 INCHES.

B. REESTABLISH GRADE. TOP ELEVATION SHALL BE 4" BELOW EXISTING PAVEMENT/SLOPE SURFACE. MAXIMUM GRADE

SHALL BE 1.5 TO 1.

C. CONSTRUCT TERRACELL EROSION CONTROL SYSTEM BY WEBTEC OR APPROVED EQUIVALENT WITH 4" HIGH

STANDARD CELLS. ANCHOR THE TERRACELL SYSTEM WITH J-HOOKS PER MANUFACTURER'S RECOMMENDATION.

D. FILL CELLS WITH #57 STONE.

PART 3 - MATERIALS

3.01 CRACK SEALANT: CRACK SEAL MATERIAL SHALL BE SIKAFLEX-1A OR APPROVED EQUIVALENT. INSTALL IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS.

3.02 EPOXY MATERIAL: SIKAQUICK VOH OR APPROVED EQUIVALENT. INSTALL IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

3.03 BONDING AGENT/CORROSION INHIBITOR: SIKA-ARMATEC 110 EPO CEM OR APPROVED EQUIVALENT. INSTALL IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

3.04 JOINT SEALANT: DOW CORNING 888 SILICONE JOINT SEALANT OR APPROVED EQUIVALENT. INSTALL IN ACCORDACE WITH

MANUFACTURER'S RECOMMENDATION.

3.05 PROTECTIVE COATING: TNEMEC NOVOLAK EPOXY SYSTEM OR APPROVED EQUIVALENT. INSTALL IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS.

A. PRIME COAT - TNEMEC SERIES 201 EPOXOPRIME AT 8 MILS DFT.

B. BASE COAT - TNEMEC SERIES 270 STRANLOK AT 35 MILS DFT.

C. TOP COAT - TNEMEC SERIES 282 TNEME-GLAZE AT 10-12 MILS DFT. BROADCAST SAND (30-50 MESH SAND) TO

REJECTION. SWEEP OFF ANY EXCESS.

D. TOP COAT - TNEMEC SERIES 282 TNEME-GLAZE AT 8-10 MILS DFT

3.06 STRUCTURAL STEEL:

A. STEEL MEMBERS SHALL CONFORM TO ASTM A36 (FY=36KSI, FU=58KSI), UNLESS OTHERWISE NOTED.

B. NUTS, BOLTS, AND WASHERS SHALL CONFORM TO ASTM A325-X, TYPE 1.

C. ALL STAINLESS STEEL ACCESSORIES SHALL BE:

1. PLATES: 316 STAINLESS STEEL IN ACCORDANCE WITH ASTM A240

2. NUTS: 316 STAINLESS STEEL IN ACCORDANCE WITH ASTM F594

3. BOLTS: 316 STAINLESS STEEL IN ACCORDANCE WITH ASTM F953

4. WASHERS: NYLON WASHER IN ACCORDANCE WITH ASTM D4066

D. HOT DIP GALVANIZE STRUCTURAL STEEL, FASTENERS, AND MISCELLANEOUS METAL FABRICATIONS

IN ACCORDANCE WITH ASTM A123 OR ASTM 153, AS APPLICABLE

3.07 REBAR: GRADE 60 STEEL IN ACCORDANCE WITH ASTM A615.

ITEM # DESCRIPTION UNIT QUANTITY

I-C CONCRETE SPALL/DELAMINATION REPAIR CF

I-E TOP SLAB PROTECTIVE COATING SF

II-A EA

II-C LF

3.08 CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. PLACE CONCRETE IN THE DRY. FORMS SHALL BE FREE OF STANDING WATER. PROVIDE 3/4 INCH CHAMFERS ON ALL EXPOSED EDGES, EXCEPT AS OTHERWISE NOTED.

CONCRETE COVER OVER REINFORCING STEEL SHALL HAVE A MINIMUM 2 INCH COVER.

3.09 EROSION CONTROL: TERRACELL 4" STANDARD CELLULAR CONFINEMENT SYSTEM ANCHORED WITH J-HOOKS. INSTALL

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

3.10 MAINTENANCE COATING:

CONCRETE: HIGH BUILD ACRYLIC EMULSION SYSTEM BY TNEMEC OR APPROVED EQUIVALENT. INSTALL IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

A. PRIME COAT - TNEMEC SERIES 180 W.B. TNEME-CRETE AT 4.0 TO 8.0 MILS DFT.

B. SECOND COAT - TNEMEC SERIES 180 W.B. TNEME-CRETE AT 4.0 TO 8.0 MILS DFT.

METAL SURFACES: EPOXY/POLYURETHANE SYSTEM BY TNEMEC OR APPROVED EQUIVALENT. INSTALL IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

A. PRIME COAT - TNEMEC SERIES 66 HI-BUILD EPOXOLINE AT 3.0 TO 5.0 MILS DFT.

B. SECOND COAT - TNEMEC SERIES 66 HI-BUILD EPOXOLINE AT 3.0 TO 5.0 MILS DFT.

C. THIRD COAT - TNEMEC SERIES 1095 ENDURASHIELD AT 3.0 TO 5.0 MILS DFT.

PART 4 - STRUCTURAL STEEL

4.01 BOLTS FOR CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS - 2004". UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE PROVIDED WITH HEAVY HEX NUTS CONFORMING TO ASTM, AND HARDENED STEEL WASHERS CONFORMING TO ASTM F436. PLACE HARDENED

WASHERS UNDER PART BEING TURNED.

4.02 PROVIDE ALL BOLTS, NUTS, ANCHORS AND WASHERS IN SETS THAT ARE NEW AND DOMESTICALLY MANUFACTURED. DO

NOT REUSE BOLTS.

4.03 USE ELECTRODES CONFORMING TO AWS D1.1, E70 SERIES, UNLESS OTHERWISE NOTED.

4.04 TOUCH UP ALL FIELD WELDS AND ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT. REPAIR OF ABRADED OR UNCOATED AREAS SHALL CONFORM TO ASTM A780. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH AWS D1.1. ALL WELD SIZES SHALL BE THE MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED

WITH E70XX ELECTRODES.

PART 5 - SUBMITTALS

5.01 FOR ALL METALS, SUBMIT MATERIALS PRODUCT INFORMATION AND SHOP DRAWINGS FOR REVIEW PRIOR TO

COMMENCING REPAIRS.

PART 6 - METHOD OF MEASUREMENT

6.01 TYPE I-AA PAVEMENT SURFACE REPAIR: PER SQUARE FOOT OF REPAIR.

6.02 TYPE I-A PAVEMENT SURFACE REPAIR (HMWM): PER SQUARE FOOT OF REPAIR.

6.03 TYPE I-B CONCRETE CRACK REPAIR I: PER LINEAR FOOT OF REPAIR.

6.04 TYPE I-C CONCRETE SPALL/DELAMINATION: PER CUBIC FOOT OF REPAIR MATERIAL INSTALLED.

6.05 TYPE I-D EXPANSION JOINT REPAIR: PER LINEAR FOOT.

6.06 TYPE I-E TOP SLAB PROTECTIVE COATING: PER SQUARE FOOT OF COATING.

6.07 TYPE II-A WASHER REPLACEMENT: PER COMPLETED UNIT.

6.08 TYPE II-B STAIR REPAIR: LUMP SUM.

6.09 TYPE II-C GUARDRAIL REPLACEMENT: PER LINEAR FOOT OF GUARDRAIL.

6.10 TYPE III EROSION CONTROL: PER SQUARE FOOT OF INSTALLED EROSION CONTROL SYSTEM.

6.11 MAINTENANCE COATING: LUMP SUM.

PART 6 - BASIS OF PAYMENT

UNIT PRICES IN THE BID SCHEDULE SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIALS, AND FOR ALL PREPARATION, EXECUTION, AND INSTALLATION OF THESE MATERIALS, AND FOR ALL LABOR, EQUIPMENT, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE EACH ITEM. FINAL QUANTITIES WILL BE MEASURED BY THE CONTRACTOR AND THE OWNER AT PROJECT COMPLETION. BID SCHEDULE QUANTITIES ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON

FIELD CONDITIONS.

THE QUOTATIONS PREPARED BY THE CONTRACTOR FOR THE VARIOUS ITEMS OF WORK ARE INTENDED TO ESTABLISH A TOTAL PRICE FOR COMPLETION OF THE WORK IN ITS ENTIRETY. SHOULD THE CONTRACTOR FEEL THAT THE COST FOR ANY PARTICULAR WORK ITEM HAS NOT BEEN ESTABLISHED BY THE SCHEDULE OF PAYMENT ITEMS, THE CONTRACTOR SHALL INCLUDE THE COST FOR THAT WORK IN ONE OF THE BID ITEMS SO THE PROPOSAL FOR THE PROJECT REFLECTS THE TOTAL

COST TO COMPLETE THE WORK IN ITS ENTIRETY.

STAIR REPAIR 1

GUARDRAIL REPLACEMENT

II-B

WASHER REPLACEMENT

LS

I-B CONCRETE CRACK REPAIR LF

MC MAINTENANCE COATING

SF 1500

I-D EXPANSION JOINT REPAIR LF 48

III EROSION CONTROL

LS 1

I-A PAVEMENT SURFACE REPAIR (HMWM) SF 800

I-AA TRENCH PAVEMENT SURFACE REPAIR SF 600

IV LEACHATE DRAIN, CONNECTION TO BRICK MANHOLE LF 20

NORTH

I-C

I-C

TYPICAL BENT ELEVATION RAMP ELEVATION

RAMP PLANSITE PLAN

NORTH

SITE PLAN S-1

PINE WALK TRANSFER FACILITY

RAMP REPAIR PLANS

FOR THE TOWN OF PALM BEACH

II-C

II-C

II-B

I-C

I-B

II-A

II-A

I-AA

III

I-C

I-E

I-C

I-C

I-CI-C

I-C

I-C

I-C I-C

I-B

I-B

I-B

I-C

I-C

I-A

I-DI-D

I-D

I-C

I-C

LEGEND

I-C CONCRETE SPALL/DELAMINATION

I-D EXPANSION JOINT REPAIR

I-E TOP SLAB PROTECTIVE COATING

II-C

STAIR REPAIR

GUARDRAIL REPLACEMENT

II-B

I-B CONCRETE CRACK REPAIR

I-A PAVEMENT SURFACE REPAIR (HMWM)

III EROSION CONTROL

WASHER REPLACEMENTII-A

I-AA TRENCH PAVEMENT SURFACE REPAIR

NORTHPAVEMENT PLAN

TYPE B EXPANSION JOINT

THICKENED EDGE

TYPE E CONTRACTION JOINT TYPE G ISOLATION JOINT

GROUND TERMINATION DETAIL DETAIL 1 - EXPANSION JOINT DETAIL 2 - CONTRACTION JOINT TYPICAL SLAB REINFORCEMENT DETAIL

PAVEMENT PLAN AND DETAILS S-2

PINE WALK TRANSFER FACILITY

RAMP REPAIR PLANS

TYPE D CURB

PHOTO 2: TYPE I-B REPAIR

PHOTO 5: TYPE I-D REPAIRPHOTO 4: TYPE I-C REPAIR (TYPE 4 SPALL)

REPRESENTATIVE SITE PHOTOS

(1 OF 2) S-3

PINE WALK TRANSFER FACILITY

RAMP REPAIR PLANS

FOR THE TOWN OF PALM BEACH

PHOTO 1: LEACHATE DRAIN LOCATION

PHOTO 6: TYPE I-H REPAIR

PHOTO 3: TYPE I-C REPAIR (TYPE 5 SPALL)

PHOTO 10: TYPE II-A REPAIR

PHOTO 12: TYPE II-B REPAIR

REPRESENTATIVE SITE PHOTOS

(2 OF 2) S-4

PINE WALK TRANSFER FACILITY

RAMP REPAIR PLANS

FOR THE TOWN OF PALM BEACH

PHOTO 8: HOPPER REPAIR DETAIL PHOTO 9: HOPPER REPAIR DETAIL

PHOTO 13: TYPE II-C REPAIR PHOTO 14: TYPE III REPAIR

PHOTO 11: HOPPER REPAIR DETAIL

© REPAIR DETAILS S-5

RAMP REPAIR PLANS