BR754133_Cady_Way_Trail_PlanSet.pdf

N

DESCRIPTION

INDEX OF SHEETS

SHEET

UTILITIES ENCOUNTERED

SHEET

DATE BYREVISIONS

CERTIFICATION 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

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

407-215-8955

APPROVED BY: DMM

DESIGNED BY: DMM

DRAWN BY: BJG

AND SPECIFICATIONS :

GOVERNING STANDARDS

DANIEL METZ, P.E.

JOSEPH C. KUNKEL

University Blvd

Driggs Dr

Scarlet Rd

C o rn w a ll R d

Cady Way

Bower Rd

S R

F o rs y th R d

SR 42

B a lfo u r D r

C ar ve ll D r

D e n s m o re D r

E lle n d a le D r

Amberg ate

Rd

B o n g a rt R d

Thistle Hill Dr

Lowndes Dr

Raiders Run

Carn ation

Dr

Arb utus Ln

Easter St

Mills Rd

V illa g e L n

CHECKED BY: DMM

PROJECT NO: 2018-030.60

PREPARED BY:

SINGHOFEN & ASSOCIATES, INC.

DBPR NO. 5112

PH: (407) 679-3001

ORLANDO, FLORIDA 32817

11723 ORPINGTON STREET, SUITE 100

Way

Autumn Breeze

NICOLE H. WILSON

ORANGE COUNTY, FLORIDA

DISTRICT NO: 5

BRIDGE NO. 754133

BRIDGE REHABILITATION

CADY WAY TRAIL OVER SR 436

CONSTRUCTION PLANS FOR

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

407-830-3421

407-599-3233

407-599-3335

406-496-6510

407-629-1010

813-275-3783

CHARTER COMMUNICATIONS:

CENTURYLINK:

CITY OF WINTER PARK PUBLIC WORKS:

WINTER PARK WATER AND WASTEWATER:

ZAYO GROUP:

DUKE ENERGY:

FULL SAIL: 407-679-0100 EXT: 8290

TECO PEOPLES GAS:

BX-8

THRU

BX-1

B-6

B-5

B-4

B-3

B-2

B-1

MOT-4

MOT-3

MOT-2

MOT-1

EXISTING BRIDGE PLANS

SIGN STRUCTURE ANCHOR BOLT REPLACEMENT DETAILS

CORROSION REMOVAL AND RECOATING DETAILS

PIER CAP CRACK REPAIR DETAILS

EXPANSION JOINT REPAIR AND COTTER PIN REPLACEMENT DETAILS

SLAB AND CURB REPAIR DETAILS

REPAIR PLAN

MOT PLAN - PHASE 3

MOT PLAN - PHASE 2

MOT PLAN - PHASE 1

MOT PLAN - NOTES

SUMMARY OF PAY ITEMS

GENERAL NOTES

COVER SHEET

GENERAL NOTES

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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BJG

RBG

RBG

RBG

OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

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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DMM

DMM

OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

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.

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

WORKS AND MISCELLANEOUS RELATED COSTS.

REPLACEMENT SIGN STRUCTURE ANCHOR BOLTS, INCLUDING EQUIPMENT, REMOVAL OF EXISTING ANCHOR BOLTS, TEMPORARY

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

460-112 ANCHOR BOLT REPLACEMENT, SIGN STRUCTURE

MISCELLANEOUS RELATED COSTS.

REPLACEMENT COTTER PINS, INCLUDING EQUIPMENT, REMOVAL OF EXISTING COTTER PINS, TEMPORARY WORKS AND

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

460-99-2 COTTER PINS, STAINLESS

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

THE CRACKS.

MATERIALS (EXCEPT EPOXY) FOR CLEANING AND SEALING THE CRACKS, AND ALL LABOR AND EQUIPMENT FOR INJECTING

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR FURNISHING ALL LABOR, EQUIPMENT, INCIDENTALS AND

411-2 CRACKS INJECT AND SEAL - STRUCTURES REHAB

HANDLING AND MISCELLANEOUS RELATED COSTS.

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR FURNISHING THE EPOXY MATERIAL, INCLUDING STORAGE, 411-1 EPOXY MATERIAL FOR CRACK INJECTION - STRUCTURES REHAB

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

AND COAT DESIGNATED SURFACE AREAS.

THE UNIT PRICE CONSTITUTES FULL COMPENSATION FOR ALL WORK AND MATERIALS NECESSARY TO SATISFACTORILY CLEAN

400-143 CLEANING AND COATING CONCRETE SURFACE, CLASS 5

INFORMATION.

ITEMS REQUIRED TO SAFELY MAINTAIN TRAFFIC THROUGH AND AROUND THE WORK ZONES. SEE SHEET 4 FOR ADDITIONAL

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

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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OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

MOT-1

MOT PLAN - NOTES

PROVIDE CLEAR SIGNAGE TO DIRECT PEDESTRIANS TO CROSSINGS.�

ROUTE PEDESTRIANS TO ALTERNATIVE CROSSINGS AT UNIVERSITY BLVD. AND ALOMA AVE.�

TRAIL RAMP CLOSURE

FDOT INDEX 102-628. �

CLOSE TRAIL BRIDGE AND ROUTE PEDESTRIANS TO CROSSWALKS AT SR 436 AND ALOMA AVE.�

PHASE 3: CLOSE WEST NORTHBOUND AND EAST SOUTHBOUND LANES

FDOT INDEX 102-613. �

ROUTE SOUTHBOUND LANES TO SINGLE EAST SOUTHBOUND LANE�

ALOMA AVE.

AND BLVD. UNIVERSITY AT CROSSWALKS TO PEDESTRIANS ROUTE AND BRIDGE TRAIL CLOSE �

PHASE 2: CLOSE MIDDLE AND WEST SOUTHBOUND LANES AND SIDEWALK UNDER TRAIL BRIDGE.

FDOT INDEX 102-613. �

ROUTE NORTHBOUND LANES TO SINGLE WEST NORTHBOUND LANE�

ALOMA AVE.

AND BLVD. UNIVERSITY AT CROSSWALKS TO PEDESTRIANS ROUTE AND BRIDGE TRAIL CLOSE �

PHASE 1: CLOSE MIDDLE AND EAST NORTHBOUND LANES AND SIDEWALK UNDER TRAIL BRIDGE.

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

STANDARD TO ACCORDING STREETS SIDE AND 436 SR 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 SR 436 LANE CLOSURE SHALL BE NIGHTWORK)

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 6.

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 5.

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 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:

THE PROJECT IS CONSTRUCTABLE AS DESIGNED.

THAT DEMONSTRATE TO ONLY INTENDED ARE PLANS CONTROL TRAFFIC THESE 15.

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 14.

CONTRACTOR.

AND FDOT, MUNICIPALITIES, LOCAL ALL FOR NUMBERS CONTACT EMERGENCY

CONFERENCE PRE-CONSTRUCTION THE AT PROVIDE, SHALL CONTRACTOR 13.

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 12.

APPROVAL OF THE COUNTY.

PRIOR WITHOUT CLOSED BE SHALL ROADS) COUNTY (INCLUDING ROADWAYS NO 11.

TIMES.

ALL AT MAINTAINED BE SHALL DRIVEWAYS RESIDENTIAL AND BUSINESS TO ACCESS 10.

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 9.

10:00PM.

TO AM 6:00 FROM CLOSURES LANE NO AND 436 SR FOR ARE RESTRICTIONS CLOSURE

LANE THE PERIODS. WORK ACTIVE DURING USED BE ONLY MAY CLOSURES LANE 8.

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

FOR PROVIDED BE SHALL MINIMUM, PCMS TWO CLOSURES. LANE ALL OF ADVANCE IN

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

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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OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

C a d y W a y T ra il

S c a rl e t R d

N

AHEAD

CLOSED

LANE

RIGHT

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

AHEAD

WORK

ROAD

MAINTAIN RIGHT TURN LANE TO UNIVERSITY BLVD.

CLOSED

SHOULDER

RIGHT

AHEAD

WORK

ROAD

ROAD WORK

END

ROAD WORK

END

AHEAD

WORK

ROAD

ROAD WORK

END

FROM UNIVERSITY BLVD.

MAINTAIN RIGHT TURN LANE

WORK ZONE

D ri g g s D r.

U n iv e rs it y B lv d

SR 436

CLOSED

SIDEWALK

TRAIL BRIDGE

CADY WAY

CLOSED

SIDEWALK

CLOSED

SIDEWALK

@ ALOMA AVE.

TO CROSSWALK

CONTRACTOR SHALL REPLACE AT NO COST TO THE COUNTY.

AND SIGNS ARE TO REMAIN. IF DAMAGED DURING CONSTRUCTION

DIRECTION OF TRAFFIC ARROW (INFO ONLY). EXISTING PAVEMENT MARKINGS

NOTES:

LEGEND

SIDEWALK DETOUR ROUTE

MOT-2

MOT PLAN - PHASE 1

ORANGE COUNTY

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

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OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

C a d y W a y T ra il

N

AHEAD

CLOSED

LANE

RIGHT

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

AHEAD

WORK

ROAD

CLOSED

SHOULDER

RIGHT

AHEAD

WORK

ROAD

ROAD WORK

END

WORK ZONE

D ri g g s D r.

CLOSED

SIDEWALK

TRAIL BRIDGE

CADY WAY

CLOSED

SIDEWALK

CLOSED

SIDEWALK

CONTRACTOR SHALL REPLACE AT NO COST TO THE COUNTY.

AND SIGNS ARE TO REMAIN. IF DAMAGED DURING CONSTRUCTION

DIRECTION OF TRAFFIC ARROW (INFO ONLY). EXISTING PAVEMENT MARKINGS

NOTES:

LEGEND

SIDEWALK DETOUR ROUTE

A lo m a A v e

SR 4

CROSSWALK

TO UNIVERSITY BLVD.

ROAD WORK

END

ROAD WORK

END

AHEAD

WORK

ROAD

MAINTAIN RIGHT TURN LANE ONTO ALOMA AVE.

MOT-3

MOT PLAN - PHASE 2

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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OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

ORLANDO, FL. 32817

11723 ORPINGTON ST. SUITE 100

SINGHOFEN & ASSOCIATES, INC.

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

C a d y W a y T ra il

S c a rl e t R d

N

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

ROAD WORK

END

ROAD WORK

END

AHEAD

WORK

ROAD

ROAD WORK

END

WORK ZONE

D ri g g s D r.

U n iv e rs it y B lv d

SR 436

CLOSED

SIDEWALK

TRAIL BRIDGE

CADY WAY

CLOSED

SIDEWALK

CONTRACTOR SHALL REPLACE AT NO COST TO THE COUNTY.

AND SIGNS ARE TO REMAIN. IF DAMAGED DURING CONSTRUCTION

DIRECTION OF TRAFFIC ARROW (INFO ONLY). EXISTING PAVEMENT MARKINGS

NOTES:

LEGEND

SIDEWALK DETOUR ROUTE

AHEAD

CLOSED

LANE

LEFT

AHEAD

CLOSED

LANE

LEFT

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

AHEAD

WORK

ROAD

ROAD WORK

END

A lo m a A v e

AHEAD

WORK

ROAD

ROAD WORK

END

AHEAD

WORK

ROAD

ROAD WORK

END

C a d y W a y T ra il

MOT PLAN - PHASE 3

MOT-4

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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OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

E X

IS

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IN

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ID

E W

A L

K

E X

IS

T

IN

G S

ID

E W

A L

K

R/W

R /W

R/W R /W

R/W

R /W

R /W

E O

P

E O

P

E O

P E

O P

E O

P

E O

P

C O

N C

R E

T E M

E D

IA

N

N

S e m o ra n B lv d S

R

S

B

S e m o ra n B lv d S

R

N B

C L P

IE

R

C L P

IE

R

(SEE SHEET B-2)

REPAIR CRACKED CURB

(SEE SHEET B-4)

EACH END OF PIER CAP

REPAIR CRACKS AT

(SEE SHEET B-3)

HANGER COTTER PINS

REPLACE ALL GALVANIZED

(SEE SHEET B-4)

EACH END OF PIER CAP

REPAIR CRACKS AT

(SEE SHEET B-2)

CRACKED SLAB EDGE

REPAIR SPALLED AND

PLAN VIEW

1"=20'

1. SEE SHEETS MOT-1 THRU MOT-4 FOR MOT AND PEDESTRIAN DETOUR PLANS.

NOTES:

REPAIR PLAN

(SEE SHEET B-3)

REPLACE EXPANSION JOINT

(SEE SHEET B-3)

REPLACE EXPANSION JOINT

B-1

(SEE SHEET B-6)

REPLACE SIGN ANCHOR BOLTS

(SEE SHEET B-6)

REPLACE SIGN ANCHOR BOLTS

(SEE SHEET B-5)

REPLACE COATING ON STEEL ARCH

REMOVE CORROSION AND

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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OVER SR 436 DEFICIENCY REPAIRS

CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

N.T.S

N.T.S

N.T.S

CURB REPAIR DETAIL

SECTION A-A

AA

N

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F

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B S

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P I E

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CL CADY WAY TRAIL

EXISTING EXPANSION JOINT

APPROACH SPAN SLAB REPAIR PLAN

REPAIR AREAS

CRACK AND SPALL

APPROACH SPAN SLAB REPAIR PROCEDURE: CURB REPAIR PROCEDURE:

SLAB AND CURB REPAIR DETAILS

B-2

DAMAGED CURB AREA

TOP OF CURB

REPAIR CONCRETE SLAB

WITH THE JOINT REPAIR DETAILS SHOWN ON SHEET B-3.

5. AFTER CONCRETE HAS CURED, REPLACE THE EXPANSION JOINT IN ACCORDANCE

SPECIFICATION 930.

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

926.

COMPOUND IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 400-13 AND

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

PREFORMED JOINT FILLER.

2. TEMPORARILY BLOCK THE JOINT ADJACENT TO SLAB REPAIR AREAS WITH

AND JOINT REPAIR AREA.

JOINT MATERIAL, DIRT, DEBRIS AND OTHER DELETERIOUS MATERIAL FROM SLAB

1. REMOVE CRACKED, LOOSE AND UNSOUND CONCRETE, EXISTING EXPANSION

TOP OF CONCRETE SLAB SHEET B-3

SEALANT AS SHOWN ON

REPLACE WITH SILICONE

EXPANSION JOINT AND

REMOVE EXISTING

TOP OF PIER PLATFORM

TOP OF CONCRETE SLAB

TOP OF PIER 8 PLATFORM

REPLACED)

JOINT (TO BE

EXPANSION

EXISTING

ACCORDANCE WITH THE JOINT REPAIR DETAILS SHOWN ON SHEET B-3.

5. AFTER CONCRETE HAS CURED, REPLACE THE EXPANSION JOINT IN

SPECIFICATION 930.

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

926.

COMPOUND IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 400-13 AND

3. PREPARE THE CURB SURFACE AND APPLY A TYPE AB EPOXY BONDING

ACCOMMODATE CURB REPAIR.

TEMPORARILY REMOVE ONE SECTION OF RAILING AS NECESSARY TO

2. TEMPORARILY BLOCK THE JOINT WITH PREFORMED JOINT FILLER.

REPAIR AREA.

MATERIAL, DIRT, DEBRIS AND OTHER DELETERIOUS MATERIAL FROM CURB

1. REMOVE LOOSE AND UNSOUND CONCRETE, EXISTING EXPANSION JOINT

9'-10"

N.T.S

B-3

EXPANSION JOINT REPAIR NOTES:

REPLACEMENT DETAILS

EXPANSION JOINT REPAIR AND COTTER PIN

EXPANISION JOINT REPAR DETAILS

COTTER PIN REPLACEMENT DETAIL

3 1/2" Ø PIN

NOTES:

UPTURN

CURB (TYP.)

REPAIR CONCRETE SLAB RECOMMENDATION)

(1/2" OR PER MANUFACTURERS

POURED JOINT SEALANT

FOAM BACKER ROD

1/4" RECESS

N.T.S.

LOWER PIN LOCATION SHOWN; UPPER LOCATION SIMILAR

BACK OF CURB TO BACK OF CURB

AND SILICONE SEALANT FROM

CONTINUOUS FOAM BACKER ROD

TO PROCURING BACKER ROD MATERIAL.

APPROXIMATELY 1 3/4" TO 2". EXISTING JOINT WIDTH SHALL BE VERIFIED PRIOR

5. SIZE THE BACKER ROD TO ACCOMMODATE THE EXISTING JOINT WIDTH OF

SEALANT MANUFACTURER'S RECOMMENDATIONS.

AND INSTALLED IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 932 AND

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

MATERIAL DOWSIL 902 RCS OR OTHER APL PRODUCT.

MANUFACTURERS' RECOMMENDATIONS USING TYPE D SILICONE SEALANT

ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 458 AND 932 AND

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

WITH FDOT SPECIFICATION SECTION 350-13.5.2.

VEGETATION, DIRT, DEBRIS AND OTHER DELETERIOUS MATERIAL IN ACCORDANCE

BONDING SURFACES CLEANED TO BE FREE FROM UNSOUND CONCRETE,

2. EXISTING JOINT SEALING MATERIAL SHALL BE COMPLETELY REMOVED AND

PIERS 7 AND 8.

INITIATING THE JOINT REPAIR. EXPANSION JOINT REPAIR IS REQUIRED AT

1. COMPLETE THE SLAB AND CURB REPAIRS SHOWN ON SHEET B-2 PRIOR TO

REPLACEMENT COTTER PIN.

REMOVAL OF THE EXISTING COTTER PIN AND DURING INSTALLATION OF

SHALL BE USED TO PREVENT THE 3 1/2" Ø PIN FROM SLIPPING DURING

2. A TEMPORARY PIN OR OTHER MEANS TO BE DETERMINED BY THE CONTRACTOR

CONSTRUCTION.

REPLACED IS ESTIMATED TO BE 32 AND MUST BE VERIFIED DURING

STEEL COTTER PINS OF EQUAL DIAMETER. THE NUMBER OF COTTER PINS TO BE

1. REPLACE ALL GALVANIZED OR PLAIN STEEL COTTER PINS WITH STAINLESS

NOTE 1)

REPLACED (SEE

COTTER PIN TO BE

PLAIN STEEL

GALVANIZED OR

N.T.S

COTTER PIN DETAIL

0.75"

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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CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

16'

5"

N.T.S N.T.S

N.T.SN.T.S

PIER 8 CRACK REPAIR DETAIL (NORTHEAST SIDE)PIER 7 CRACK REPAIR DETAIL (NORTHWEST SIDE)

PIER 7 CRACK REPAIR DETAIL (SOUTHWEST SIDE)

17'-8" 17'-8"

17'-8"

PIER CAP CRACK REPAIR PROCEDURE:

COLOR SHALL MATCH THE ORIGINAL COATING.

ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 400-15.2.6 AND 975. THE COATING

3. PLACE A CLASS 5 FINISH COATING UPON THE REPAIR SURFACE OF THE PIER CAP IN

SPECIFICATION SECTION 400-19.

2. CLEAN THE REPAIR SURFACE OF THE PIER CAP IN ACCORDANCE WITH FDOT

SPECIFICATION SECTION 411 AND EPOXY MANUFACTURERS RECOMMENDATIONS.

1. REPAIR EACH CRACK BY EPOXY INJECTION IN ACCORDANCE WITH FDOT

B-4

LIMITS OF CLEANING AND CLASS 5 FINISH COATING

REPAIR CRACKS (TYP.) REPAIR CRACKS (TYP.)

REPAIR CRACKS (TYP.)REPAIR CRACKS (TYP.)

17'-8"

PIER 8 CRACK REPAIR DETAIL (SOUTHEAST SIDE)

DETERMINED DURING CONSTRUCTION.

ONLY. ACTUAL LENGTH OF CRACKS TO BE REPAIRED SHALL BE

NOTE: CRACK MAPS SHOWN ARE FOR GENERAL INFORMATION

PIER CAP CRACK REPAIR DETAILS

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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CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

6'-0"

6'-0"

6'-0" 6'-0"

LEGEND

AND RECOATED

CORROSION AND EXISTING COATING

SURFACES TO BE REMOVED OF

ELEVATION

N.T.S.

VERTICAL CLEARANCE

20.4' MINIMUM

CORROSION REMOVAL AND RECOATING DETAILS

NOTES:

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 8.

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 7.

PERFORMED OVER LIVE TRAFFIC.

NO ACTIVE CLEANING, COATING OR OTHER RELATED WORK MAY BE 6.

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 5.

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 4.

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, 3.

MEMBERS.

NEW COATING SYSTEM TO CURRENTLY COATED EXISTING STEEL ARCH

REMOVE CORROSION AND EXISTING COATING FROM AND APPLY A 2.

WITH FDOT SPECIFICATION SECTIONS 561 AND 975.

REMOVAL AND RECOATING OF THE STEEL SHALL BE IN ACCORDANCE

ALL REQUIREMENTS FOR CORROSION AND EXISTING COATING 1.

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 12.

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 11.

WORK CATEGORY 4.3, COMPLEX BRIDGE DESIGN.

DESIGN AND PLANS IS REQUIRED TO BE QUALIFIED BY FDOT IN TYPE

CONTRACTOR'S SPECIALTY ENGINEER FOR THE CONTAINMENT SYSTEM

SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE

CONTAINMENT SYSTEM DESIGN PLANS SHALL BE SIGNED AND 10.

RUST IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 561-6.2.

MECHANICALLY REMOVE ANY SURFACE DEFECTS AND ALL PACK 9. 13. APPLY THE COATING SYSTEM CONSISTING OF THE FOLLOWING

COMPONENTS AND IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS

561-8:

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

B. A STRIPE COAT OF APPROVED ALUMINUM EPOXY MASTIC.

C. A FULL COAT OF EPOXY INTERMEDIATE.

D. A STRIPE COAT OF APPROVED ALUMINUM EPOXY MASTIC.

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

F. APPLY ONE FULL COAT OF ALIPHATIC POLYURETHANE.

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

MANUFACTURER’S PRODUCT DATA SHEET (COATING THICKNESS,

DRYING/CURING SCHEDULE, ETC.).

15. THE FINISH COAT COLOR SHALL CLOSELY MATCH THE EXISTING

COATING COLOR AND SHALL BE APPROVED BY THE OWNER.

16.

CONTROL AND PEDESTRIAN DETOUR INFORMATION.

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

BID AS A LUMP SUM QUANTITY AND INCLUSIVE OF ALL REQUIREMENTS

INDICATED HEREIN.

18.

B-5

STEEL ARCH AND STRUTS

REMOVE CORROSION AND RECOAT

SEE SHEETS MOT-1 THROUGH MOT-4 FOR TEMPORARY TRAFFIC

CONTRACTOR IS RESPONSIBLE FOR ESTIMATING THEIR OWN QUANTITIES.

CADY WAY TRAIL

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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CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

N.T.S.

B-6

ANCHOR BOLT INSTALLATION DETAIL

N.T.S.

TYPICAL SIGN BRACKET

NOTES:

SIGN PANEL

IF MISSING (SEE NOTE 3)

TO BE TIGHTENED OR REPLACED

1/2" Ø STAINLESS STEEL BOLTS

INSTALLATION DETAIL)

BOLTS (SEE ANCHOR BOLT

REPLACE ALL SIGN ANCHOR

BEAM

EXISTING CONCRETE

TYPE HV ADHESIVE

EXISTING STEEL ANGLE

ANCHOR ROD

STEEL ADHESIVE

1/2" Ø STAINLESS

5/8" Ø x 6 1/4" CORE

WITH WASHER

STEEL LOCKING NUT

SINGLE STAINLESS

SIGN STRUCTURE ANCHOR BOLT REPLACEMENT DETAILS

SIGN ANCHOR BOLT REPLACEMENT PROCEDURE:

4. REINSTALL THE SIGN STRUCTURE.

ADHESIVE ANCHOR MANUFACTURERS' RECOMMENDATIONS.

THE CORE HOLE DIAMETER IS COMPATIBLE AND IN ACCORDANCE WITH

ACCORDANCE WITH FDOT SPECIFICATION SECTION 416. ENSURE THAT

3. INSTALL 1/2" Ø ANCHOR RODS WITH TYPE HV ADHESIVE IN

BEAM REINFORCING DUE TO THE CORING OPERATION.

DIAMETER POSSIBLE. TAKE CARE NOT TO DAMAGE EXISTING CONCRETE

2. REMOVE EXISTING ANCHOR BOLTS BY CORING TO THE SMALLEST

RE-INSTALLATION.

1. REMOVE SIGN STRUCTURE AND SET ASIDE FOR LATER

OTHER WORK.

BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICE FOR

5. COST TO TIGHTEN AND REPLACE BRACKET AND SIGN BOLTS SHALL

FIELD OPERATIONS AT THE CONTRACTORS EXPENSE.

4. REPAIR OR REPLACE SIGN COMPONENTS OR HARDWARE DAMAGED BY

WASHER AND ONE HEAVY HEX NUT.

Ø STAINLESS STEEL BOLTS WITH TWO FLAT WASHERS, ONE LOCK

3. MISSING BRACKET AND SIGN BOLTS SHALL BE REPLACED WITH 1/2"

SPECIFICATION SECTION 937.

PRODUCTS LIST (APL) AND BE IN ACCORDANCE WITH FDOT

2. ANCHOR SYSTEM SHALL BE LISTED ON THE FDOT APPROVED

CONTAINS 8 HANGERS AND EACH HANGER HAS 4 ANCHOR BOLTS.

1. ANCHOR BOLTS FOR 2 SIGNS SHALL BE REPLACED. EACH SIGN

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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CADY WAY TRAIL PEDESTRIAN BRIDGE

BRIDGE NO. 754133

" E

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D M E

BX-1

BX-2

BX-3

BX-4

BX-5

BX-6

BX-7

BX-8