3_-_BR754149_WO_Trail_100%_Plan_Set_-_Final.pdf

DESCRIPTION

INDEX OF SHEETS

SHEET

UTILITIES ENCOUNTERED

SHEET

DATE BYREVISIONSCERTIFICATION TO PLANS

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION

PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES

AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION

OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND

MAINTENANCE FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY

THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1)

ENGINEER:DATE:

LOCATION MAP

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E C

O U

N T

Y

WINTER

GARDEN

ORLANDO

LAKE COUNTY

B R

E V

A R

D C

O U

N T

Y

PROJECT

LOCATION

OSCEOLA COUNTY

LAKE APOPKA

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

NOTE

PROJECT LENGTH:

TOTAL LENGTH:

GALLOWAY DR.

1-4

I-4

FLORIDA

TPK

E-W

E

W

OF THE FLORIDA STATUTES.

FEET

N

PREPARED BY:

SINGHOFEN & ASSOCIATES, INC.

DBPR NO. 5112

FAX: (407) 679-2691

PH: (407) 679-3001

ORLANDO, FLORIDA 32817

11723 ORPINGTON STREET, SUITE 100

PROJECT SITE

SEC. 12 TWP. 23S RGE. 30E

COMMISSIONERS

PUBLIC WORKS DIRECTOR

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

MAYRA URIBE

BOARD OF COUNTY

JERRY L. DEMINGS, COUNTY MAYOR

CHRISTINE MOORE

MARIBEL GOMEZ CORDERO

EMILY BONILLA

VICTORIA P. SIPLIN

CHARTER COMMUNICATIONS: 407-215-5870

COVER SHEET

APPROVED BY: DMM

DESIGNED BY: JMM

DRAWN BY: JMM

CHECKED BY: GJS

AND SPECIFICATIONS :

GOVERNING STANDARDS

DANIEL METZ, P.E.

GENERAL NOTES

JOSEPH C. KUNKEL

406-496-6510ZAYO GROUP:

CONTRACT NO: Y18-900A

850-599-1444

407-703-1731

DUKE ENERGY:

CITY OF APOPKA:

CENTURY LINK:

407-905-3376

LAKE APOPKA NATURAL GAS DISTRICT: 407-656-2734

MCI: 800-624-9675

AT&T DISTRIBUTION: 561-683-2729

ORANGE COUNTY, FLORIDA

DISTRICT NO: 3

BRIDGE NO. 754149

RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

CONSTRUCTION PLANS FOR

MOT-1

MOT-2

MOT-3

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-9

REPAIR PLAN

ABUTMENT 1 STEM REPAIR DETAILS

ABUTMENT 1 EROSION REPAIR DETAILS

PIER 4 AND 5 COLUMN REPAIR DETAILS

SLAB CRACK SEALING AND TRUSS CORBEL GROUT REPAIR DETAILS

CORROSION REMOVAL AND RECOATING DETAILS (1 OF 2)

CORROSION REMOVAL AND RECOATING DETAILS (2 OF 2)

NICOLE WILSON

SUMMARY OF PAY ITEMS

BEAM LEDGE REPAIR DETAILS

MOT-4

MOT PLAN - PHASE 1

MOT PLAN - PHASE 2

MOT PLAN - PHASE 3

BX-1

BX-7

EXISTING BRIDGE PLANSTHROUGH

ABUTMENT 1 RAMP SURFACE AND EXPANSION JOINT REPAIR DETAILS

MOT PLAN - PEDESTRIAN DETOUR PLAN

AS AMENDED BY CONTRACT DOCUMENTS.

BRIDGE CONSTRUCTION, DATED JANUARY, 2022

STANDARD SPECIFICATIONS FOR ROAD AND

STANDARD PLANS DATED FY 2021-22.

FLORIDA DEPARTMENT OF TRANSPORTATION

MOT-5

MOT PLAN - NOTES

E 3rd St

E 2nd St

E 1st St

E Orange St

S F o re s t

A v e

S H ig h la n d A v e N

W e s t

O ra n g e T ra il

US 441

E 5th St

E 6th St

E 7th St

E 8th St

SR 436

U S 441

E d g e w a te r

D r

S M c g e e A v e

Monroe Ave

C R

C R

A

S L a k e A v e

S W a s h in g to n A v e

CR 437AS

H a w th o rn e A v e

W Magnolia St

E Oak St

C R

FLORIDA

GOVERNMENT

ORANGE COUNTY

T H

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

SYS074 12/29/2021 2:24:20 PM C:\Users\SYS074\OneDrive - Singhofen & Associates, Inc\West Orange Trail Design\CAD\Structural\BGeneralNotes01.dgn

BRIDGE NO. 754149

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

GENERAL NOTES:

GENERAL NOTES

GENERAL NOTES (CONT.):

STRUCTURAL GENERAL NOTES:

CLASS

CONCRETE

IV 5,500

STRENGTH (PSI)

COMPRESSIVE

MINIMUM 28-DAY

LOCATION OF CONCRETE IN STRUCTURE

5. ADHESIVE DOWELS:

1. DESIGN SPECIFICATIONS:

2. CONCRETE:

REPRESENTATIVES OF ANY DISCREPANCIES.

CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS DATA BEFORE BEGINNING CONSTRUCTION AND NOTIFY THE COUNTY'S

CONSTRUCTION PLANS AND SHOP DRAWINGS AND MAY NOT REPRESENT AS-BUILT FIELD CONDITIONS. IT IS THE

6. DIMENSION VERIFICATION: THE DIMENSIONS SHOWN ARE BASED ON THE INFORMATION AS DETAILED IN THE AS-BUILT

INTERIM REVISIONS.

C. AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION WITH 2015

B. FDOT STRUCTURES MANUAL DATED JANUARY 2020.

FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION.

A. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LOAD AND RESISTANCE

PIER 4 & 5 COLUMN REPAIR

ABUTMENT STEM REPAIR, BEAM LEDGE REPAIR,

ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.20.

SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (PLO 91-54).

CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (PLO 91-596) AND UNDER

THE CONTRACTOR SHALL COMPLY WITH THE DEPARTMENT OF LABOR, SAFETY AND HEALTH REGULATIONS FOR 19.

INCLUDED IN OTHER PAY ITEMS.

CONSTRUCTION ACTIVITIES ARE TO BE REPLACED WITH NEW FENCING OF THE SAME TYPE AND MATERIAL. PAYMENT

ALL EXISTING FENCES THAT ARE REMOVED ARE TO BE REPLACED OR RELOCATED. ALL FENCES DAMAGED BY 18.

EXISTING PAVEMENT SHALL BE SAW CUT AS REQUIRED FOR CONSTRUCTION.17.

MAINTENANCE OF TRAFFIC, ITEM NO. 102-1.

REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. PAYMENT INCLUDED IN THE UNIT PRICE FOR

EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS IN CONFLICT WITH CONSTRUCTION SHALL BE COVERED OR 16.

DIRECTED BY THE ENGINEER.

ALL UTILITIES ARE TO BE ADJUSTED OR RELOCATED BY OTHERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS OR 15.

PAY ITEMS.

WHEN OTHERWISE SPECIFIED FOR BEDDING, BACKFILL, OR ROADWAY EMBANKMENT. PAYMENT INCLUDED IN OTHER

ALL DISTURBED AREAS SHALL BE COMPACTED (AS A MINIMUM) EQUAL TO ADJACENT UNDISTURBED GROUND EXCEPT 14.

JMM

GJS

JMM

GJS

LIKE KIND.

ALL AREAS WHERE SOD HAS BEEN REMOVED OR DISTURBED BY CONTRACTOR'S OPERATIONS SHALL BE SODDED OF 13.

STRUCTURES OF ANY KIND AND APPURTENANCES DURING THE PROGRESS OF THE WORK.

OPERATIONS TO ALL OTHER ADJACENT PUBLIC AND PRIVATE PROPERTY, LANDSCAPING, TREES, FENCES, UTILITIES, THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE AND LIABLE FOR ALL DAMAGE OR INJURY AS A RESULT OF HIS 12.

EASEMENTS, AND TEMPORARY CONSTRUCTION EASEMENTS.

THE LIMITS OF CONSTRUCTION ARE DEFINED AS ROADWAY RIGHTS-OF-WAY, PERMANENT DRAINAGE AND/OR UTILITY 11.

UTILITY CROSSINGS AND RELOCATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

RELOCATED DUE TO A CONFLICT, NOTIFY UTILITY COMPANY AND ENGINEER. ALL COORDINATION AND SCHEDULING OF

WORKING AROUND EXISTING FACILITIES. PROTECT ANY UTILITIES ENCOUNTERED. IF AN EXISTING UTILITY MUST BE

THE CONTRACTOR IS REQUIRED TO COORDINATE CLOSELY WITH THE UTILITY COMPANIES WHEN CONNECTING TO OR 10.

PRIOR TO EXCAVATION, AS REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES.

THE FIRE DEPARTMENT. THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF TWO (2) WORKING DAYS

PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN, A MINIMUM 24-HOUR NOTICE ALSO SHALL BE PROVIDED TO

INTERRUPTION WITH THE UTILITY PROVIDER AND SHALL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED

PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR SHALL COORDINATE SUCH 9.

SHALL PROVIDE SUNSHINE ONE CALL DESIGN TICKET TO ENGINEER.

THE CONTRACTOR MUST NOTIFY SUNSHINE STATE ONE-CALL AT LEAST 5 DAYS PRIOR TO CONSTRUCTION. CONTRACTOR 8.

(850) 245-2606

TALLAHASSEE, FLORIDA 32304

3900 COMMONWEALTH BOULEVARD, SUITE 309

STATE GEODETIC ADVISOR

407-836-7940, AND BOTH SHALL NOTIFY:

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER, ORANGE COUNTY SURVEY SECTION

ANY USCGS MONUMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF IN DANGER OF DAMAGE, 7.

WITHIN 48 HOURS OF NOTIFICATION.

CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY AND SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION

PRESERVED. IF A PROPERTY CORNER OR MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE

ALL PROPERTY CORNERS AND MONUMENTS SHOWN ON THE PLANS OR FOUND DURING CONSTRUCTION SHALL BE 6.

NO SURVEY PREPARED OR PROVIDED. WORK IS CONSIDERED MAINTENANCE. 5.

IN THE BID PRICE FOR ITEM NO. 104 "PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION".

AMOUNT OF TIME EACH SEGMENT OF THE PROJECT WILL BE UNPROTECTED AGAINST EROSION. PAYMENT IS INCLUDED

STAGING AREAS AND SHALL DEFINE THE MAXIMUM LIMITS OF ALL ACTIVE CONSTRUCTION ZONES AND THE MAXIMUM

SHALL ALSO DETAIL THE EROSION CONTROL MEASURES TO BE EMPLOYED AT ALL STOCKPILE AND CONSTRUCTION

TREE REMOVAL, CLEARING AND GRUBBING, AND THE HAULING OF EXCAVATED MATERIALS AND BACKFILL. THE PLAN

SEDIMENT AND EROSION CONTROL DEVICES TO BE UTILIZED DURING EACH PHASE OF CONSTRUCTION, INCLUDING

CONTROL PLAN SHALL ADDRESS THE INSTALLATION AND MAINTENANCE OF ALL TEMPORARY AND PERMANENT

MANAGEMENT INSPECTOR. THE CERTIFICATE SHALL BE SUBMITTED TO THE COUNTY FOR APPROVAL. THE EROSION

PREPARED BY A PERSON CERTIFIED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS A QUALIFIED

PRECONSTRUCTION CONFERENCE FOR APPROVAL BY THE ENGINEER. THE EROSION CONTROL PLAN SHOULD BE

ERODED MATERIALS OFF SITE. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AT THE

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONTROL OF EROSION AND THE TRANSPORTATION OF 4.

AND FOR ROUTING TRUCKS DURING EARTHWORK OPERATIONS.

ROADWAY CLOSURES. DETAILS SHALL BE PROVIDED FOR THE ACCESS OF CONSTRUCTION VEHICLES AND PERSONNEL

TRAFFIC IS TO BE CONTROLLED DURING EACH CONSTRUCTION PHASE AND HOW TRAFFIC IS TO BE DETOURED DURING

THE COUNTY’S TRAFFIC ENGINEERING DIVISION FOR APPROVAL. THE TRAFFIC CONTROL PLAN SHALL DESCRIBE HOW

TRAINING COURSE, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER, AND SHALL BE SUBMITTED TO

TRANSPORTATION AS HAVING SATISFACTORILY COMPLETED AN FDOT APPROVED WORK ZONE TRAFFIC CONTROL

THE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A PERSON CERTIFIED BY THE FLORIDA DEPARTMENT OF 3.

"PROJECT MANAGER" IN THE CONTRACT.

ENGINEER OR INSPECTOR AS REFERENCED IN THESE GENERAL NOTES AND DRAWINGS SHALL BE DEFINED AS 2.

WASTEWATER AND WATER MAIN CONSTRUCTION.

ROAD CONSTRUCTION SPECIFICATIONS, AND ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SUPPLEMENTS THERETO, ORANGE COUNTY

PROJECT SPECIFICATIONS, DATED JANUARY 2022 EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENT OF THE 1.

A. CONCRETE SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 346.

ARE TO THE CENTERLINE OF BAR EXCEPT WHERE THE CLEAR DIMENSION IS SHOWN TO FACE OF CONCRETE.

REINFORCEMENT PLACEMENT TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF THE REINFORCING

TOLERANCES UNLESS SHOWN AS "MINIMUM COVER". SEE FDOT SPECIFICATION SECTION 415 FOR ALLOWABLE

D. CONCRETE COVER SHOWN IN PLANS DOES NOT INCLUDE REINFORCEMENT PLACEMENT AND FABRICATION

BEAM LEDGE REPAIR: 2"

ABUTMENT STEM & COLUMN REPAIR: 3"

C. CONCRETE COVER:

CLASS 5 FINISH COATING TO MATCH EXISTING COLOR AS REQUIRED.

B. CONCRETE SURFACE FINISH SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 400-15 WITH A

3. REINFORCING STEEL: GRADE 60 CARBON STEEL PER SPECIFICATION SECTION 931.

15,200 LBS. + LIVE LOAD = 14,100 LBS).

PROCEDURE. JACKS ARE REQUIRED TO SUPPORT A TOTAL FACTORED LOAD OF 29,300 LBS PER BEARING (DEAD LOAD =

SPECIFICATION SECTION 5, SHOWING COMPLETE DETAILS FOR THE DOUBLE TEE TEMPORARY SUPPORTS AND JACKING

4. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS TO THE OWNER FOR REVIEW AND APPROVAL, IN ACCORDANCE WITH FDOT

D. SHIFT DOWEL LOCATION AS REQUIRED TO AVOID EXISTING REINFORCING.

FOR HOLE DIAMETER, HOLE DEPTH AND HOLE CLEANING.

C. ADHESIVE BONDED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS

B. ADHESIVE BONDING MATERIAL SHALL BE RED HEAD A7+ OR APPROVED EQUAL.

INSTALLED IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 416.

A. POST-INSTALLED ANCHOR SYSTEMS SHALL BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCT LIST (APL) AND

RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

ORANGE COUNTY

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

SYS074 12/29/2021 2:24:21 PM C:\Users\SYS074\OneDrive - Singhofen & Associates, Inc\West Orange Trail Design\CAD\Structural\BSumOfPayItems01.dgn

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

PAY ITEM NOTES:

GENERAL PAY ITEM NOTES:

SUMMARY OF PAY ITEMS

UNIT PRICE FOR OTHER PAY ITEMS.

THE RESTORATION OF SOD IS INCIDENTAL FOR THIS PROJECT. COST SHALL BE INCLUDED IN THE 3.

UNIT PRICE FOR OTHER PAY ITEMS.

CLEARING AND GRUBBING IS INCIDENTAL FOR THIS PROJECT. COST SHALL BE INCLUDED IN THE 2.

ITEMS.

FENCE, STRIPING, MARKINGS, AND SIGNS SHALL BE INCLUDED IN THE UNIT PRICE FOR OTHER

UNLESS NOTED OTHERWISE, THE PAYMENT FOR RESTORATION OF PAVEMENT, SIDEWALK, CURB, 1.

GJS

DMM

GJS

DMM

CONTRACT LUMP SUM PRICE.

ALL MATERIALS, WORK AND INCIDENTAL COSTS RELATED TO PERMITS AND INDEMNIFICATION WILL BE PAID FOR AT THE

900-2 INDEMNIFICATION

ALL OTHER LABOR AND MATERIALS REQUIRED TO COAT EXISTING STRUCTURAL STEEL INCIDENTAL TO COST OF THIS ITEM.

COATING, PROTECTION OF THE ENVIRONMENT AND PUBLIC, DESIGN AND IMPLEMENTATION OF A CONTAINMENT SYSTEM, AND

THE COATING OF EXISTING STRUCTURAL STEEL, INCLUDING FIELD PREPARATION, REMOVAL OF CORROSION AND EXISTING

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE

561-1 COATING EXISTING STRUCTURAL STEEL

THE LINES AND GRADES SHOWN ON THE PLANS.

STONE, INCLUDING INCIDENTAL CLEARING AND GRUBBING, HAULING, EXCAVATION, GEOTEXTILE FABRIC, AND BACKFILL TO

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK AND MATERIALS NECESSARY TO CONSTRUCT BEDDING

530-74 BEDDING STONE

OF THE WATERTIGHT INTEGRITY TEST.

COMPLETE JOINT INSTALLATION, INCLUDING CLEANING AND PREPARING THE ADJACENT DECK JOINT GAP AND PERFORMANCE

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK, MATERIALS AND EQUIPMENT NECESSARY FOR THE

458-1-21 BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITH BACKER ROD

COUPLERS, AND WIRE OR OTHER MATERIALS USED FOR FASTENING THE REINFORCEMENT IN PLACE.

REINFORCING STEEL, INCLUDING ALL WELDING, BENDING, PLACING, FASTENING, CLIPS, SPACERS, TIES, MECHANICAL

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK AND MATERIALS NECESSARY FOR INSTALLING

415-1-5 REINFORCING STEEL - BRIDGE SUBSTRUCTURE

STORAGE, HANDLING AND CLEAN-UP.

TO SATISFACTORILY CLEAN AND SEAL CRACKS AND DESIGNATED SURFACE AREAS. ALSO INCLUDES COSTS FOR TESTING, THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR PREPARING, CLEANING AND APPLYING THE MATERIAL REQUIRED

413-154 CLEANING AND SEALING CONCRETE SURFACES PENETRANT SEALER OR METHACRYLATE

RAMP DECK SURFACE.

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR FURNISHING MATERIAL NECESSARY FOR SEALING THE CRACKED

413-151 METHACRYLATE MONOMER

AND EQUIPMENT NECESSARY TO RESTORE SPALLED AREAS.

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK AND MATERIALS, INCLUDING SURFACE PREPARATION

401-70-4 RESTORE SPALLED AREAS, PORTLAND CEMENT GROUT

NON-SHRINK GROUT AND DEMOLITION OF EXISTING CONCRETE AT LOCATIONS SHOWN ON THE PLANS.

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK AND MATERIALS NECESSARY FOR INSTALLING

400-153 NON-SHRINK GROUT - MISCELLANEOUS

INCIDENTALS, AND FOR CLEANING UP FOR A COMPLETED AND ACCEPTED REPAIR.

FALSEWORK, TEMPORARY BEAM SUPPORTS, BEARING PADS, DOWEL ADHESIVE MATERIAL, SURFACE FINISH, AND OTHER

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK AND MATERIALS, INCLUDING EQUIPMENT, FORMS, 400-4-5 CLASS IV CONCRETE, BRIDGE SUBSTRUCTURE

ITEMS REQUIRED TO SAFELY MAINTAIN TRAFFIC THROUGH AND AROUND THE WORK ZONES.

THE LUMP SUM PRICE SHALL INCLUDE ALL COSTS FOR PREPARATION OF AN APPROVED TRAFFIC CONTROL PLAN AND ALL

102-1 MAINTENANCE OF TRAFFIC

SCHEDULE, EROSION CONTROL PLAN, AND PRECONSTRUCTION VIDEO.

THE LUMP SUM PRICE SHALL ALSO INCLUDE COSTS FOR PREPARATION OF AN APPROVED CONSTRUCTION PROGRESS

101-1 MOBILIZATION

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

$USER$ 1/31/2022 $TIME$ $FILE$

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ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

BJG

RBG

RBG

RBG

MOT-1

MOT PLAN - NOTES

102-1.8.

FDR BID PRICE IN INCLUDED BE TO COST LANE. CLOSED PER OFFICER ONE MINIMUM

CLOSURES, LANE ALL DURING PROVIDED BE SHALL OFFICERS CONTROL TRAFFIC 7.

MANAGER. THE COST TO BE INCLUDED IN PAY ITEM 102-1.

PROJECT COUNTY ORANGE THE BY DIRECTED AS ETC.) CHANGES, (INTERSECTION

MOVEMENTS TRAFFIC IN CHANGES MAJOR FOR CONTROL TRAFFIC FOR USED

BE TO OFFICER(S) ENFORCEMENT LAW DUTY OFF PROVIDE WILL CONTRACTOR THE 6.

AND SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION.

PLANS STANDARD FDOT THE TO ADHERE SHALL REFLECTIVITY SIGNS. CONSTRUCTION

OF ELEVATION AND PLACEMENT APPROPRIATE THE DETERMINE TO MUTCD THE USE

SHALL CONTRACTOR THE MUTCD. THE IN SHOWN AS POSTS YIELDING OR SUPPORTS

BREAKAWAY (2) TWO ON MAINTAINED BE SHALL LARGER OR 48''X48'' SIGNS ALL 5.

ITEM 102-1.

PAY IN INCLUDED BE SHALL TRAFFIC OF MAINTENANCE FOR MARKINGS PAVEMENT

AND SIGNS REPLACING AND/OR REMOVING OF COST THE CONSTRUCTION.

OF COMMENCEMENT THE TO PRIOR NECESSARY AS RELOCATED TEMPORARILY

OR REMOVED BE SHALL PHASE CONSTRUCTION DURING PLAN CONTROL TRAFFIC

THE WITH CONFLICT WHICH MARKINGS PAVEMENT AND SIGNS EXISTING ALL 4.

CONSTRUCTION.

BRIDGE AND ROADS FOR SPECIFICATIONS AND PLANS STANDARD FDOT WITH

ACCORDANCE IN MAINTAINED BE WILL AND CONSTRUCTION OF COMMENCEMENT

TO PRIOR PLACE IN BE AND MANAGER PROJECT COUNTY ORANGE THE BY APPROVED

BE SHALL PHASE CONSTRUCTION A DURING REQUIRED ETC.) WALL, BARRIER

MARKINGS, PAVEMENT SIGNS, (TEMPORARY DEVICES CONTROL TRAFFIC ALL 3.

DEPARTMENT OF TRANSPORTATION STANDARD PLANS.

FLORIDA THE AND/OR DEVICES CONTROL TRAFFIC UNIFORM ON MANUAL

THE WITH ACCORDANCE IN INSTALLED BE SHALL DEVICES CONTROL TRAFFIC ALL 2.

FOR MAINTENANCE OF TRAFFIC.

ITEM PAY THE IN INCLUDED BE SHALL PLAN CONTROL TRAFFIC THE SUBMITTING AND

PREPARING FOR PAYMENT WORK. THE OF PHASES ALL DURING FORCE WORK THE AND

PEDESTRIANS, MOTORISTS, PROTECT AND SEPARATE TO AND OPERATE, NOT SHOULD

TRAFFIC WHERE AREAS DELINEATE TO AREA, WORK THE AROUND OR THROUGH

PATH TRAVEL PROPER THE OF MOTORISTS ADVISE TO HAZARDS, OF PEDESTRIANS

AND MOTORISTS WARN TO CONSTRUCTION DURING EMPLOYED BE TO MEASURES

THE DESCRIBES THAT PLAN CONTROL TRAFFIC A PREPARE SHALL CONTRACTOR THE 1.

MOT GENERAL NOTES:

PROVIDE CLEAR SIGNAGE DIRECT PEDESTRIANS TO CROSSING.�

ROUTE PEDESTRIANS TO ALTERNATIVE US 441 CROSSING AS SHOWN.�

TRAIL RAMP CLOSURE

FDOT INDEX 102-613. �

ROUTE NORTH WESTBOUND LANE TO SINGLE SOUTH WESTBOUND LANE�

ROUTE PEDESTRIANS NORTH OF WORK ZONE.�

PHASE 3: CLOSE NORTH WESTBOUND LANE AND SIDEWALK

FDOT INDEX 102-615-3. �

ROUTE SOUTH WESTBOUND LANE TO SINGLE NORTH WESTBOUND LANE�

CLOSE SOUTH WESTBOUND LANE�

CLOSE CENTER TURN LANES AND NOTIFY TRAFFIC �

ROUTE NORTH EASTBOUND LANE TO SINGLE SOUTH EASTBOUND LANE�

CLOSE NORTH EASTBOUND LANE�

PHASE 2: OPEN SOUTH EASTBOUND LANE AND SIDEWALK

FDOT INDEX 102-613. �

ROUTE SOUTH EASTBOUND LANE TO SINGLE NORTH EASTBOUND LANE�

ROUTE PEDESTRIANS SOUTH OF WORK ZONE.�

PHASE 1: CLOSE SOUTH EASTBOUND LANE AND SIDEWALK

PLAN INDEXES AND THE TEMPORARY TRAFFIC CONTROL PLAN (TTCP BY CONTRACTOR).

STANDARD TO ACCORDING STREETS SIDE AND 441 US ALONG PROTECTION) (INLET MEASURES CONTROL

EROSION ANY AND DEVICES, CHANNELIZING SIGNS, ZONE WORK SIGNS, WARNING ADVANCED INSTALL

REQUIRED FOR EACH PHASE:

MOT SUGGESTED SEQUENCE (ANY US 441 LANE CLOSURE SHALL BE NIGHTWORK)

THE PROJECT IS CONSTRUCTABLE AS DESIGNED.

THAT DEMONSTRATE TO ONLY INTENDED ARE PLANS CONTROL TRAFFIC THESE 16.

MAINTENANCE OF TRAFFIC.

102-1, ITEM PAY IN INCLUDED BE SHALL PACKAGE PERMIT THE PREPARING WITH

ASSOCIATED COSTS ALL FDOT. THE FROM APPROVAL PERMIT PROCURE TO REQUIRED

TIME THE OF RESULT A AS COMPENSATION ADDITIONAL FOR CLAIMS NO MAKE

TO AGREES CONTRACTOR THE WAY. OF RIGHT FDOT'S WITHIN WORK ANY COMPLETE

TO CONTRACTOR FOR NECESSARY PLANS CONTROL TRAFFIC TEMPORARY PREPARED

CONTRACTOR AND RESTRICTIONS), CLOSURE LANE NOTED (WITH PLANS CONTRACT

THE , CONTACTS EMERGENCY SCHEDULE, WORK CONTRACTOR'S THE INCLUDE SHALL

APPLICATION THE WAY. OF RIGHT FDOT'S WITHIN PERFORMED BE WILL THAT WORK

ALL FOR 850-040-05) FORM (FDOT PERMIT USE GENERAL APPROVED AN PERMITTING,

STOP ONE FDOT, FROM OBTAIN SHALL CONTRACTOR THE WAY. OF RIGHT

FDOT'S WITHIN PERFORMED BE MUST CONTRACT THIS UNDER ACTIVITIES WORK 15.

CONTRACTOR.

AND FDOT, MUNICIPALITIES, LOCAL ALL FOR NUMBERS CONTACT EMERGENCY

CONFERENCE PRE-CONSTRUCTION THE AT PROVIDE, SHALL CONTRACTOR 14.

DIRECTED BY THE PROJECT MANAGER WITHOUT DELAY.

AS ADJUSTMENTS NECESSARY THE MAKE SHALL CONTRACTOR THE CHANNELIZATION.

MODIFY TO MANAGER PROJECT COUNTY ORANGE THE REQUIRE MAY CONDITIONS

EMERGENCY UNFORESEEN OTHER AND/OR ACCIDENTS, CONDITIONS, TRAFFIC 13.

APPROVAL OF THE COUNTY.

PRIOR WITHOUT CLOSED BE SHALL ROADS) COUNTY (INCLUDING ROADWAYS NO 12.

DESIGNATED PARKING AREAS.

TO MOTORISTS ROUTE TO PROVIDED BE SHALL SIGNS ENTRANCE BUSINESS TIMES.

ALL AT MAINTAINED BE SHALL DRIVEWAYS RESIDENTIAL AND BUSINESS TO ACCESS 11.

COUNTY DETERMINES TO BE DUE TO SUCH ACTS.

THE WHICH DAYS OF NUMBER THE FOR ONLY COUNTY, THE BY ACTS SUCH FOR

TIME OF EXTENSION AN TO ENTITLED BE MAY CONTRACTOR THE HOWEVER, COUNTY.

THE BY DECISION THIS OF RESULT A AS COMPENSATION ADDITIONAL FOR CLAIM

NO MAKE TO AGREES CONTRACTOR THE DOCUMENTS. THESE WITHIN IDENTIFIED

HOURS THOSE FROM DURATION PROJECT THE DURING TIME ANY AT HOURS CLOSURE

LANE AND/OR WORK CONTRACTOR'S THE LIMIT TO RIGHT THE RESERVES COUNTY

THE SERVICES. UTILITY TO DISTURBANCE A CAUSE WOULD CONSTRUCTION IF 10.

10:00PM.

TO AM 6:00 FROM CLOSURES LANE NO AND 441 US FOR ARE RESTRICTIONS CLOSURE

LANE THE PERIODS. WORK ACTIVE DURING USED BE ONLY MAY CLOSURES LANE 9.

FOR EACH LANE CLOSURE. COST TO BE INCLUDED IN PRICE BID FOR PAY ITEM 102-1.

PROVIDED BE SHALL MINIMUM, PCMS TWO CLOSURES. LANE All OF ADVANCE IN AND

DURING, PROVIDED BE SHALL (PCMS) SIGNS MESSAGE PORTABLE-CHANGEABLE 8.

ORANGE COUNTY

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(SEE SHEET B-7)

REPAIR DECK CRACKS

(SEE SHEET B-7)

TRUSS BEARINGS

REPAIR GROUT AT

(SEE SHEET B-2)

REPAIR ABUTMENT STEM

(SEE SHEET B-4)

REPAIR ERODED SLOPE

(SEE SHEET B-3)

SURFACE AND EXPANSION JOINT

REPAIR CONCRETE RAMP

LOCATIONS AND DETAILS)

(SEE SHEET B-5 FOR

REPAIR BEAM LEDGE

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Juan Moncada 12/28/2021 5:11:23 PM C:\Users\Juan Moncada\Singhofen & Associates, Inc\County - Orange - West Orange Trail Design\CAD\Structural\B1RepairPlan01.dgn

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

B-1

REPAIR PLAN

PLAN VIEW

ABUTMENT 1

PIER 2

PIER 3

PIER 7

PIER 6

P I E

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PIER 8

PIER 9

P I E

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P I E

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U

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SPAN 10 SPAN 11 SPAN 12 SPAN 13 SPAN 17 SPAN 18 SPAN 19 SPAN 20

SPAN 24

SEE SHEET NOS. MOT-1 THRU MOT-5 FOR MOT AND DETOUR PLANS.2.

SEE SHEET NOS. B-2 THRU B-9 FOR REPAIR DETAILS.1.

AND ALL RAMP AND TERRACE RAILINGS (SEE SHEET B-8 & B-9)

REMOVE CORROSION AND REPLACE COATING ON STEEL TRUSS, TRELLIS, *

GJS

JMM

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ORANGE COUNTY

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9"

FFBW

ABUTMENT CAP

FRONT FACE OF

EXISTING FOOTING

(TYP.)

" CHAMFER4

EXISTING BACKWALL

FFBW

S

P A

#4 - L BAR (TYP.)

#4 VERTICAL BAR (TYP.)

1'-3"

3" CL.

3- #4 L BARS

3 - #4 VERTICAL BARS

3"

EXISTING DOUBLE TEE BEAM

8" MIN.

M I N

EXISTING ABUTMENT STEM

(TYP.)

EXISTING FOOTING

& CAP EXTENSION

¡ DOUBLE TEE STEM

END OF DOUBLE TEE BEAM

3" CL.

1'-2"

(T Y P

2" CL.

2" CL.

BEARING

¡ PROPOSED

2 - #4 U BARS

B

A R

S

(SEE NOTE 8)

MASTICORD BEARING PAD

" 8

3PROPOSED 4"X6"X

ONLY)

AT BEAM STEMS 2 & 3

SPALL AT ABUTMENT (TYP.

BEAM STEMS 2 & 3 ONLY)

SPALL AT ABUTMENT (TYP. AT

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Juan Moncada 12/29/2021 9:18:31 AM C:\Users\Juan Moncada\Singhofen & Associates, Inc\County - Orange - West Orange Trail Design\CAD\Structural\B1AbutDet01.dgn

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

PRELIMINARY AND SUBJECT TO CHANGE

ABUTMENT 1 STEM REPAIR DETAILS

M A

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EMBEDMENT

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PLAN VIEW - ABUTMENT STEM REPAIR

SECTION A-A

B-2

A A

(DOUBLE TEE BEAM & BEARING PAD NOT SHOWN FOR CLARITY)

L BAR

BAR BEND DETAIL

REPAIR PROCEDURE:

U BAR

MIN. (TYP.)

MIN.

JMM

GJS

JMM

GJS

8. PLACE MASTICORD BEARING PAD WITH SHORTER SIDE ALONG ¡ OF DOUBLE TEE BEAM STEM.

7. APPLY CONCRETE FINISH (SEE STRUCTURAL GENERAL NOTES ON SHEET NO. 2 FOR FINISH REQUIREMENTS).

6. SETUP FORMWORK AND POUR CONCRETE.

SURFACES OF REPAIR AREA IN ACCORDANCE WITH FDOT SPECIFICATIONS 400-13 AND 926.

5. PREPARE SURFACE AND APPLY AN APL APPROVED TYPE AB EPOXY BONDING COMPOUND TO THE CONTACT

4. THOROUGHLY CLEAN REPAIR AREA FROM DIRT, DEBRIS AND OTHER LOOSE OR DELETERIOUS MATERIALS.

SHEET NO. 2 FOR ADHESIVE MATERIAL AND INSTALLATION REQUIREMENTS). TIE #4 BARS.

3. INSTALL ADHESIVE ANCHOR DOWELS FOR L BARS & VERTICAL BARS (SEE STRUCTURAL GENERAL NOTES ON

FROM REPAIR AREA.

2. REMOVE LOOSE AND UNSOUND CONCRETE, DIRT, DEBRIS, VEGETATION AND OTHER DELETERIOUS MATERIAL

" MAX. ABOVE THE EXISTING ABUTMENT SEAT ELEVATION.2

1. SIMULTANEOUSLY JACK EXISTING DOUBLE TEE BEAMS SO THAT THE BOTTOM OF THE STEMS ARE SUPPORTED

BB

N.T.S N.T.S

SECTION B-B

N

RAMP CONCRETE AND EXPANSION JOINT REPAIR PROCEDURE:

SPAN 1APPROACH RAMP

CONCRETE

FFBW ABUTMENT NO. 1

WITH SILICONE SEALANT AS NOTED BELOW

REMOVE EXISTING JOINT AND REPLACE

EXISTING RIPRAP

EXISTING STEEL RAILING

EXPANSION JOINT REPAIR DETAILS

ABUTMENT 1 RAMP SURFACE AND

B-3

JOINT REPAIR NOTES.

6. AFTER CONCRETE HAS CURED, REPLACE THE JOINT IN ACCORDANCE WITH THE

SPECIFICATION 930.

5. PLACE A RAPID HARDENING CONCRETE MATERIAL IN ACCORDANCE WITH FDOT

IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 400-13 AND 926.

4. PREPARE THE RAMP SURFACE AND APPLY A TYPE AB EPOXY BONDING COMPOUND

3. TEMPORARILY BLOCK THE JOINT WITH PREFORMED JOINT FILLER.

AREA.

DIRT, DEBRIS AND OTHER DELETERIOUS MATERIAL FROM RAMP AND JOINT REPAIR

2. REMOVE LOOSE AND UNSOUND CONCRETE, EXISTING EXPANSION JOINT MATERIAL,

CONCRETE OR JOINT REPAIR.

1. COMPLETE THE STEM REPAIR AT ABUTMENT NO. 1 PRIOR TO INITIATING THE RAMP

(SEE SHEET B-2)

ABUTMENT STEM REPAIR

N.T.S

DETAIL 1

DETAIL 1

CONCRETE SLAB

EXISTING CAST-IN-PLACE

FOAM BACKER ROD

SLAB

REPAIR CONCRETE

REPAIR CONCRETE SLAB

EXISTING EXPANSION JOINT

REPAIR AREA

APPROXIMATE SLAB

EXPANSION JOINT AND APPROACH RAMP SLAB REPAIR PLAN

ABUTMENT NO. 1 EXPANSION JOINT REPAIR NOTES:

RECOMMENDATION)

(1/2" OR PER MANUFACTURERS

POURED JOINT SEALANT

1/4" RECESS

MANUFACTURER'S RECOMMENDATIONS.

INSTALLED IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 932 AND SEALANT

4. BACKER ROD SHALL BE REQUIRED ALONG THE ENTIRE LENGTH OF THE JOINT AND

OTHER APL PRODUCT.

RECOMMENDATIONS USING TYPE D SILICONE SEALANT MATERIAL DOWSIL 902 RCS OR

WITH FDOT SPECIFICATION SECTIONS 458 AND 932 AND MANUFACTURERS'

3. FURNISH AND INSTALL POURED JOINT WITH BACKER ROD SYSTEM IN ACCORDANCE

MATERIAL IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 350-13.5.2.

CLEANED TO BE FREE FROM VEGETATION, DIRT, DEBRIS AND OTHER DELETERIOUS

2. EXISTING JOINT SEALING MATERIAL SHALL BE REMOVED AND BONDING SURFACES

1. COMPLETE THE RAMP SLAB REPAIR PRIOR TO INITIATING THE JOINT REPAIR.

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

FLORIDA

GOVERNMENT

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

$USER$ 12/29/2021 $TIME$

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RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

BRIDGE NO. 754149

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

BJG

DMM

DMM

DMM

D B

L

T

N.T.S

N.T.S

SECTION D-D

C

C

EXISTING RIPRAP

N

EXISTING FENCE

EL. 130.0

EROSION REPAIR DETAIL

EROSION REPAIR PROCEDURE:

APPROACH RAMP

CONCRETE

SPAN 1

CONCRETE SLAB

4" CAST-IN-PLACE

N.T.S

EXISTING GRADE

EL. 130.0

(TO BE REMOVED)

EXISTING RIPRAP

CONCRETE SLAB

4" CAST-IN-PLACE

FLOWABLE FILL

FILL VOID w/

SECTION C-C (EXISTING) SECTION C-C (PROPOSED)

STEEL RAILING

STEEL RAILING

TERRACE w/ PAVERS

ESTIMATED LIMITS OF VOIDS

ABUTMENT 1 EROSION REPAIR DETAILS

B-4

E E

EXISTING VOID

TOP OF TERRACE (BEYOND)

EXISTING ABUTMENT WALL

EXISTING GRADE

FINISHED GRADE

EXISTING ABUTMENT WALL

TOP OF TERRACE (BEYOND)

FINISHED GRADE

(0" MIN.)

FOOTING VARIES

SOIL ABOVE

N.T.S

SECTION E-E

(SEE SHEET B-2)

ABUTMENT STEM REPAIR

FLOWABLE FILL

FILL VOID w/

FINISHED GRADE

RAILING

EXISTING STEEL

FLOWABLE FILL

FILL VOID w/

TERRACE

CONCRETE

EXISTING

EXISTING STEEL RAILINGEXISTING STEEL RAILING

FLOWABLE FILL

AND TERRACE WITH

AND AROUND FOOTING

FILL VOIDS UNDER

RIPRAP

SOIL EMBANKMENT

TOP OF PROPOSED

D-2 FILTER FABRIC

PROPOSED FDOT TYPE

D-2 FILTER FABRIC

PROPOSED FDOT TYPE

D-2 FILTER FABRIC

PROPOSED FDOT TYPE

PROPOSED SOIL EMBANKMENT

(6" MIN.)

RIPRAP

WORK.

SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICE FOR OTHER

7. COST TO FURNISH AND INSTALL FLOWABLE FILL, EMBANKMENT, AND FILTER FABRIC

SUPPLEMENT THE EXISTING RIPRAP.

INSTALL BEDDING STONE IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 530 TO

6. REINSTALL EXISTING RIPRAP TO A MINIMUM DEPTH OF 6 INCHES. FURNISH AND

SECTION 514.

5. PLACE FDOT TYPE D-2 FILTER FABRIC IN ACCORDANCE WITH FDOT SPECIFICATION

AWAY FROM ABUTMENT WALL.

FOOTING (MINIMUM) AND 6 INCHES BELOW TERRACE. PREPARE SOIL BASE TO SLOPE

4. DRESS, SHAPE AND REGRADE SOIL WITHIN SLOPE REPAIR AREA TO TOP OF

FILL IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 121.

3. FILL VOIDS UNDER AND ALONG ABUTMENT FOOTING AND TERRACE WITH FLOWABLE

2. REMOVE EXISTING RIPRAP AND SET ASIDE FOR REUSE.

EROSION REPAIR.

1. COMPLETE THE STEM REPAIR AT ABUTMENT NO. 1 PRIOR TO INITIATING THE

FFWB ABUTMENT NO. 1

EDGE OF FOOTING D D

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

FLORIDA

GOVERNMENT

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

$USER$ 12/29/2021 $TIME$

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RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

BRIDGE NO. 754149

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

BJG

DMM

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DMM

D B

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ORANGE COUNTY

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1'-8"

9"

9"

1'-1" MIN. (TYP.)

(TYP.)

" CHAMFER 4

1'-8"

1'-8"

#4 U BAR

L

B

A

2 - #4 BARS

¡ PROPOSED BEARING

B

A

" 2" MIN.

2" MIN.

#4 U BAR

4 - #4 L BARS

EXISTING PIER CAP

EXISTING PIER CAP

EXISTING DOUBLE TEE BEAM

3"

PIER CAP LEDGE

FACE OF EXISTING

PIER CAP LEDGE

FACE OF EXISTING

¡ DOUBLE TEE STEM & LEDGE REPAIR

PIER CAP STEM

FACE OF EXISTING

END OF DOUBLE TEE BEAM

(SEEN NOTE 8)

MASTICORD BEARING PAD

"8

3PROPOSED 4"X6"X

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Juan Moncada 12/28/2021 5:09:04 PM C:\Users\Juan Moncada\Singhofen & Associates, Inc\County - Orange - West Orange Trail Design\CAD\Structural\B1CorbelDet01.dgn

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

PRELIMINARY AND SUBJECT TO CHANGE

FF

BEAM LEDGE REPAIR DETAILS

EMBEDMENT

SECTION F-F

CL. (TYP.)

CL. (TYP.)

(DOUBLE TEE BEAM & BEARING PAD NOT SHOWN FOR CLARITY)

L BARU BAR

REPAIR PROCEDURE:

B-5

PIER SPAN

2 1

10 10

13 13

BAR BEND DETAILS

NO. OF BEARINGS

PLAN VIEW - TYPICAL BEAM LEDGE REPAIR

BEAM LEDGE REPAIR LOCATIONS

8. PLACE MASTICORD BEARING PAD WITH SHORTER SIDE ALONG ¡ OF DOUBLE TEE BEAM STEM.

7. APPLY CONCRETE FINISH (SEE STRUCTURAL GENERAL NOTES ON SHEET NO. 2 FOR FINISH REQUIREMENTS).

6. SETUP FORMWORK AND POUR CONCRETE.

SURFACES OF REPAIR AREA IN ACCORDANCE WITH FDOT SPECIFICATIONS 400-13 AND 926.

5. PREPARE SURFACE AND APPLY AN APL APPROVED TYPE AB EPOXY BONDING COMPOUND TO THE CONTACT

4. THOROUGHLY CLEAN REPAIR AREA FROM DIRT, DEBRIS AND OTHER LOOSE OR DELETERIOUS MATERIALS.

FOR ADHESIVE MATERIAL AND INSTALLATION REQUIREMENTS). TIE #4 BARS.

3. INSTALL ADHESIVE ANCHOR DOWELS FOR L & U BARS (SEE STRUCTURAL GENERAL NOTES ON SHEET NO. 2

OTHER DELETERIOUS MATERIAL FROM REPAIR AREA.

2. REMOVE LOOSE AND UNSOUND CONCRETE, DIRT, DEBRIS, VEGETATION, CONCRETE SURFACE FINISH AND

MAX. ABOVE THE EXISTING LEDGE ELEVATION.

" 2

11. SIMULTANEOUSLY JACK EXISTING DOUBLE TEE BEAMS SO THAT THE BOTTOM OF STEMS ARE SUPPORTED

JMM

GJS

ORANGE COUNTY

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EXISTING PIER CAP

EXISTING FOOTING

L A

P

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P L I C

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(T

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M I N

COLLAR

PROPOSED

S

P

4 "4

14"8

74 SP. @ 6"4

3'-0"

L A

P

S

P L I C

E

M I N

EXISTING COLUMN

(TYP.)

" CHAMFER4

(E.F.)

#4 U BAR STIRRUP

2'-6"

1'-0"

EMBED.

8"

INTO FOOTING

16 - #8 DOWELS

COLUMN

EXISTING

BOTTOM OF CAP

3 - #8 DOWELS INTO

BOTTOM OF CAP

3 - #8 DOWELS INTO

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EXISTING PIER CAP

BOTTOM OF CAP

6 - #8 DOWELS INTO

(TYP.)

1:1 TAPER

ALONG COLUMN (TYP.)

#4 L DOWEL SPA. @ 1'-0" MAX.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Juan Moncada 12/28/2021 5:20:22 PM C:\Users\Juan Moncada\Singhofen & Associates, Inc\County - Orange - West Orange Trail Design\CAD\Structural\B1PierDet01.dgn

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

TOP OF FOOTING

PIER TYPICAL SECTION

SECTION G-G

REPAIR PROCEDURE:

3" CL.

(TYP.)

BAR BEND DETAILS

(TYP.)

B-6

PIER 4 AND 5 COLUMN REPAIR DETAILS

H

SECTION H-H

U BAR STIRRUP L DOWEL

G G

1. CHIP OUT CRACKED CONCRETE ON EXISTING PIER COLUMNS DOWN TO SOUND CONCRETE. REMOVE LOOSE AND

UNSOUND CONCRETE, DIRT, DEBRIS, VEGETATION, CONCRETE SURFACE FINISH AND OTHER DELETERIOUS MATERIAL

FROM REPAIR AREA.

2. INSTALL ADHESIVE ANCHOR L DOWELS AND VERTICAL REINFORCING DOWELS (SEE STRUCTURAL GENERAL NOTES ON

SHEET NO. 2 FOR ADHESIVE MATERIAL AND INSTALLATION REQUIREMENTS). TIE U BAR STIRRUPS.

3. THOROUGHLY CLEAN REPAIR AREA FROM DIRT, DEBRIS AND OTHER LOOSE OR DELETERIOUS MATERIAL.

4. PREPARE SURFACE AND APPLY AN APL APPROVED TYPE AB EPOXY BONDING COMPOUND TO THE CONTACT SURFACES

OF THE REPAIR AREA IN ACCORDANCE WITH FDOT SPECIFICATIONS 400-13 AND 926.

5. SETUP FORMWORK AND POUR PROPOSED CONCRETE COLLAR.

6. APPLY CONCRETE FINISH (SEE STRUCTURAL GENERAL NOTES ON SHEET NO. 2 FOR FINISH REQUIREMENTS).

(#4 L DOWELS NOT SHOWN FOR CLARITY)

GJS

JMM

C.I.P. COLUMNS (TYP.)

SLAB CRACK SEALING REPAIR PLAN

N

N.T.S

SLAB CRACK SEALING REPAIR NOTES:

LIMITS OF SLAB SEALING

B-7

JOIST SYSTEM

CONCRETE PAN

CAST-IN-PLACE PRECAST DBL TEES

TRUSS CORBEL GROUT REPAIR DETAILS

SLAB CRACK SEALING AND

CORBEL GROUT REPAIR PROCEDURE:

TRUSS CORBEL GROUT REPAIR

DAMAGED GROUT

REMOVE CRACKED AND

TRUSS BEARING ASSEMBLY

RECOMMENDATIONS.

FDOT SPECIFICATION SECTIONS 400 AND 934 AND MANUFACTURERS

A FDOT APPROVED PRODUCTS LIST NON-SHRINK GROUT IN ACCORDANCE WITH

5. COMPLETELY FILL THE AREA BETWEEN THE SOLE PLATE AND CORBEL WITH

SECTIONS 400-13 AND 926.5.

COMPOUND TO THE REPAIR AREA IN ACCORDANCE WITH FDOT SPECIFICATION

4. PREPARE CONTACT SURFACE AND APPLY A TYPE AB EPOXY BONDING

OR DELETERIOUS MATERIAL.

3. THOROUGHLY CLEAN REPAIR AREA FROM DIRT, DEBRIS AND OTHER LOOSE

PLATE AND FROM EXPOSED EMBEDDED PLATES.

2. REMOVE CORROSION FROM EDGES AND EXPOSED UNDERSIDE OF SOLE

DELETERIOUS MATERIAL FROM GROUT PAD AREA.

1. REMOVE LOOSE AND UNSOUND GROUT, DIRT, DEBRIS AND OTHER

TRUSS MEMBERS.

CORBELS PRIOR TO GENERAL CORROSION REMOVAL AND RECOATING OF STEEL

NOTE: PERFORM CORBEL GROUT REPAIR AT EACH OF THE FOUR TRUSS

SPAN 23

SPAN 22

SPAN 21

INCLUDED IN THE UNIT PRICE FOR OTHER WORK.

FURNISH AND APPLY SAND SHALL BE CONSIDERED INCIDENTAL AND

ACCORDANCE WITH FDOT SPECIFICATION SECTION 413. COST TO

2. APPLY SAND FOLLOWING THE APPLICATION OF THE HMWM IN

ACCORDANCE WITH FDOT SPECIFICATION SECTION 413.

WITH HIGH MOLECULAR WEIGHT METHACRYLATE (HMWM) IN

1. REPAIR CRACKS IN CAST-IN-PLACE CONCRETE SLAB BY SEALING

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

FLORIDA

GOVERNMENT

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

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WOTB-Details3.dgn

RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

BRIDGE NO. 754149

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

BJG

DMM

DMM

N.T.S.

NOTES:

LEGEND

REMOVE CORROSION AND RECOAT RAILING POSTS (TYP.)

BEFORE CORROSION REMOVAL AND RECOATING (TYP.)

REMOVE WIRE MESH FROM DECORATIVE RAILING

BEFORE CORROSION REMOVAL AND RECOATING (TYP.)

REMOVE WIRE MESH FROM DECORATIVE RAILING

CORROSION REMOVAL AND RECOATING (TYP.)

REMOVE WIRE MESH FROM BRIDGE BEFORE

B-8

REMOVE CORROSION AND RECOAT TRELLIS (TYP.)

BRIDGE - WEST ELEVATION

NORTH RAMP - WEST ELEVATION (SOUTH RAMP SIMILAR)

RAILING POSTS (TYP.)

REMOVE CORROSION AND RECOAT

CORROSION REMOVAL AND RECOATING DETAILS (1 OF 2)

VERTICAL CLEARANCE

17.8' MINIMUM

ADDITIONAL DETAILS, NOTES AND REQUIREMENTS.

3. SEE CORROSION REMOVAL AND RECOATING DETAILS, SHEET 2 OF 2 FOR

- STEEL HANDRAILS AT SOUTH-END TERRACE.

CURVED BALCONIES.

- DECORATIVE RAILINGS AND TRELLISES AT TRUSS APPROACH SPANS AND

RAMPS.

- STEEL HANDRAILS ALONG THE FULL LENGTH OF NORTH AND SOUTH

FLOORBEAMS AND BEARINGS.

- STRUCTURAL STEEL TRUSS MEMBERS, INCLUDING DECORATIVE RAILINGS,

RECOAT ALL CURRENTLY COATED EXISTING STEEL MEMBERS.

- GENERALLY, REMOVE CORROSION AND EXISTING COATING FROM AND

COATING SYSTEM TO THE FOLLOWING ITEMS:

2. REMOVE CORROSION AND EXISTING COATING FROM AND APPLY A NEW

SPECIFICATION SECTIONS 561 AND 975.

AND RECOATING OF THE STEEL SHALL BE IN ACCORDANCE WITH FDOT

1. ALL REQUIREMENTS FOR CORROSION AND EXISTING COATING REMOVAL

AND RECOATED

CORROSION AND EXISTING COATING

SURFACES TO BE REMOVED OF

WEST ORANGE TRAIL

COUNTY

ORANGE

FLORIDA

WEST ORANGE TRAIL

COUNTY

ORANGE

FLORIDA

WEST ORANGE TRAIL

FLORIDA

COUNTY

ORANGE

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

FLORIDA

GOVERNMENT

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

$USER$ 1/4/2022 $TIME$

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WOTB-Details4.dgn

RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

BRIDGE NO. 754149

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

BJG

DMM

B-9

CORROSION REMOVAL AND RECOATING DETAILS (2 OF 2)

LEGEND

CORROSION AND RECOATED

SURFACES TO BE REMOVED OF

WIRE FABRIC REMOVAL AND REPLACEMENT REQUIREMENTS:

DECORATIVE RAILING ELEVATION

N.T.S.

DECORATIVE RAILING SECTION

NOTE: DECORATIVE RAILING SHOWN. OTHER LOCATIONS SIMILAR

TEKSCREW

DECORATIVE FRAME

GUIDE RAIL

FENCE TAB

WIRE RETAINER

DIAGONAL

WELDED WIRE

COVER PLATE

GUIDE RAIL

WELDED WIRE

DECORATIVE PANEL

RAIL POST (TYP.)

DECORATIVE FRAME (TYP.)

DIAGONAL (TYP.)

TEKSCREW (TYP.)

FENCE TAB w/

AT THE COMPONENT LOCATION.

GALVANIZED TEKSCREWS, OR EQUAL, AFTER RECOATING HAS BEEN COMPLETED

4. REINSTALL THE EXISTING WIRE FABRIC AND WIRE RETAINER BAR WITH NEW

RECOAT BAR PRIOR TO REASSEMBLY.

3. REMOVE CORROSION AND EXISTING COATING FROM WIRE RETAINER BAR AND

2. DISCARD THE EXISTING TEKSCREWS.

ASIDE WIRE FABRIC AND WIRE RETAINER BAR FOR LATER REINSTALLATION.

CORROSION REMOVAL AND RECOATING OF EACH COMPONENT TO BE TREATED. SET

1. REMOVE VINYL COATED WIRE FABRIC AND WIRE RETAINER BAR PRIOR TO

CLEANING AND PAINTING NOTES:

h) SITE CLEAN-UP AND DE-MOBILIZATION PLAN

g) EMERGENCY CONTINGENCY PLANS

f) DUST COLLECTION AND CONTAINMENT VENTILATION

e) REGULATED AREA

d) VISIBLE EMISSIONS MONITORING

c) AMBIENT AIR MONITORING

b) WASTE HANDLING AND MANAGEMENT

a) SOIL PROTECTION AND TESTING

NOT LIMITED TO:

SPECIFICATION SECTIONS 561-10 AND 561-11, TO INCLUDE BUT

HEALTH, AND SAFETY (EH&S) PLAN, IN ACCORDANCE WITH FDOT

CONTRACTOR'S CORPORATE AND SITE SPECIFIC ENVIRONMENTAL,

D. PRIOR TO THE COMMENCEMENT OF COATING WORK, COATING

DATA SHEETS (FDOT SPECIFICATION SECTION 561-2).

C. COATING PRODUCT DATA SHEETS AND PRODUCT MATERIAL SAFETY

SPECIFICATION SECTION 560-5.3).

B. DAILY INSPECTION REPORTS OF INSPECTION EQUIPMENT (FDOT

561-4.1).

SITE-SPECIFIC COATING PLAN (FDOT SPECIFICATION SECTION

CONTRACTOR'S CORPORATE QUALITY CONTROL PLAN AND

A. PRIOR TO BEGINNING COATING WORK, SUBMIT COATING

GENERAL CONTRACTOR TO THE OWNER OR OWNER’S REPRESENTATIVE:

THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED BY THE 10.

OUTLINED IN FDOT SPECIFICATION SECTION 561-10.3.

SSPC GUIDE 12 AND IN ACCORDANCE WITH OTHER REQUIREMENTS

ENSURE LIGHTING INSIDE THE CONTAINMENT IS COMPLIANT WITH 9.

STEEL.

QUALIFIED IN TYPE WORK CATEGORY 4.2.2, MAJOR BRIDGE DESIGN -

TYPE WORK CATEGORY 4.3, COMPLEX BRIDGE DESIGN, BUT MUST BE

DESIGN AND PLANS IS NOT REQUIRED TO BE QUALIFIED BY FDOT IN

CONTRACTOR'S SPECIALTY ENGINEER FOR THE CONTAINMENT SYSTEM

SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE

CONTAINMENT SYSTEM DESIGN PLANS SHALL BE SIGNED AND 8.

RUST IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 561-6.2.

MECHANICALLY REMOVE ANY SURFACE DEFECTS AND ALL PACK 7.

OUTLINED IN FDOT SPECIFICATION SECTION 561-10.3.

IN ACCORDANCE WITH SSPC GUIDE 6 AND OTHER REQUIREMENTS

CORROSION AND PAINT REMOVAL ACTIVITIES SHALL BE PERFORMED 6.

CONSIDERED SURFICIAL IN NATURE.

COUNTY BY FDOT, DATED 3-1-2021. CORROSION IS GENERALLY

BE BASED ON THE BRIDGE INSPECTION REPORT PREPARED FOR ORANGE

APPROXIMATE LIMITS, LOCATIONS, AND AREA OF CORROSION MAY 5.

PERFORMED OVER LIVE TRAFFIC.

NO ACTIVE CLEANING, COATING OR OTHER RELATED WORK MAY BE 4.

IN PRODUCTION ACTIVITIES (E.G., BLASTING, MIXING, COATING, ETC.).

APPROVED BY THE ENGINEER). QC PERSONNEL SHALL NOT PARTICIPATE

BY THE CONTRACT DOCUMENTS AND THE CONTRACTOR'S QC PLAN (ONCE

AT A MINIMUM, CONDUCT ALL QUALITY CONTROL TESTING REQUIRED 3.

DURATION OF THE PROJECT.

560-6.3, RESPECTIVELY, AT THE TIME OF BID AND THROUGHOUT THE

IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 560-6.2 AND

PERSONNEL PERFORMING COATING QC ACTIVITIES MUST BE CERTIFIED

THE FIELD CONTRACTOR PERFORMING ANY COATING WORK AND 2.

MANUFACTURER.

COMPONENTS OF THE COATING SYSTEM MUST BE FROM THE SAME

ON THE FDOT APPROVED PRODUCT LIST, SECTION 561. ALL

MACROPOXY 646, ACROLON 218 HS) OR OTHER MATERIAL SYSTEM LISTED

USE SHERWIN WILLIAMS COATING SYSTEM (ZINC CLAD III HS, 1.

IS RESPONSIBLE FOR ESTIMATING THEIR OWN QUANTITIES.

SHALL NOT BE CONSIDERED ACCURATE OR ALL INCLUSIVE. CONTRACTOR

ARE PROVIDED FOR CONTRACTOR'S GENERAL INFORMATION ONLY AND

1,660. THE ESTIMATED WEIGHT OF STEEL AND NUMBER OF TEKSCREWS

THE NUMBER OF TEKSCREWS TO BE REPLACED IS ESTIMATED TO BE

THE ESTIMATED WEIGHT OF STEEL TO BE RECOATED IS 95 TONS. 16.

INDICATED HEREIN.

BID AS A LUMP SUM QUANTITY AND INCLUSIVE OF ALL REQUIREMENTS

COATING EXISTING STRUCTURAL STEEL, BID ITEM 561-1, SHALL BE 15.

CONTROL AND PEDESTRIAN DETOUR INFORMATION.

SEE SHEETS MOT-1 THROUGH MOT-5 FOR TEMPORARY TRAFFIC 14.

THE EXISTING COATING COLOR.

OR OTHER COLOR APPROVED BY THE OWNER WHICH CLOSELY MATCHES

THE FINISH COAT COLOR SHALL MEET FED-STD-595, SHADE 36622 13.

DRYING/CURING SCHEDULE, ETC.).

MANUFACTURER’S PRODUCT DATA SHEET (COATING THICKNESS,

APPLY EACH COAT OF THE COATING SYSTEM IN ACCORDANCE WITH 12.

F. APPLY ONE FULL COAT OF ALIPHATIC POLYURETHANE.

E. CAULK ALL FAYING SURFACES, CRACKS, CREVICES, AND JOINTS.

D. A STRIPE COAT OF APPROVED ALUMINUM EPOXY MASTIC.

C. A FULL COAT OF EPOXY INTERMEDIATE.

B. A STRIPE COAT OF APPROVED ALUMINUM EPOXY MASTIC.

A. ONE FULL COAT OF ORGANIC ZINC-RICH EPOXY PRIMER.

561-8:

COMPONENTS AND IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS

APPLY THE COATING SYSTEM CONSISTING OF THE FOLLOWING 11.

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 39576

DAN METZ, P.E.

FLORIDA

GOVERNMENT

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

$USER$ 1/4/2022 $TIME$

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WOTB-Details5.dgn

RAMP AND BRIDGE REHABILITATION

WEST ORANGE TRAIL OVER US 441

BRIDGE NO. 754149

PRELIMINARY AND SUBJECT TO CHANGE

100% NOT FOR CONSTRUCTION

BJG

DMM

BX-1

BX-2

BX-3

BX-4

BX-5

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