lake city plans of proposed sr 429 (wekiva parkway) 4 … · orange and lake county expressway...

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

4

4

TUR

NPIK

E

BEE LINE

EXPRESSWAY

FLO

RID

A S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

1095

275

295

75

10

75

75

95

75

75N

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

AUTHORITY MEMBERS

CENTRAL FLORIDA EXPRESSWAY

BOARD MEMBER

BOARD MEMBER

BOARD MEMBER

EX-OFFICIO, ORANGE COUNTY MAYOR

BOARD MEMBER

EX-OFFICIO, CITY OF ORLANDO MAYOR

SECRETARY/TREASURER

VICE CHAIRMAN

CHAIRMAN

KEY SHEET REVISIONS

DATE BY DESCRIPTION

AESTHETICS PLANS

LANDSCAPE ARCHITECT

DAVID W. LARSEN

R.L.A. NO.: 0001153

YEAR

FISCAL

NO.

SHEET

14CFX PROJECT MANAGER: GLENN M. PRESSIMONE, P.E.

MILES

10 2

PROJECT LOCATION

ORANGE AND LAKE COUNTY

EXPRESSWAY AUTHORITYCENTRAL FLORIDA

CFX PROJECT NUMBER - 429-20X

AESTHETICS PLANS

SHEET DESCRIPTIONSHEET NO.

INDEX OF AESTHETICS PLANS

SR 429 (WEKIVA PARKWAY)

PLANS OF PROPOSED

OF RECORD:

AP-00

520 SOUTH MAGNOLIA AVENUE

DEWBERRY ENGINEERS INC.

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION 8794

PLANS PREPARED BY:

PRECAST COLUMN SCHEMATICSAP-18 - AP-20

MISCELLANEOUS WALL SCHEMATICSAP-17

BRIDGE ELEVATIONSAP-12 - AP-16

BRIDGE PIER SCHEMATICS - MULTI-COLUMN PIERAP-11

BRIDGE PIER SCHEMATICS - SINGLE COLUMN PIERAP-10

TOLL EQUIPMENT STRUCTURE AESTHETICS SCHEMATICSAP-09

MEDALLION AESTHETICS SCHEMATICSAP-08

LIGHT POLE AESTHETICS REQUIREMENTSAP-07

TRAFFIC RAILING AESTHETICS NOTES/SCHEMATICSAP-06

MATERIAL FINISHES SCHEDULEAP-05

AESTHETICS FINISHING SCHEMATICSAP-04

AESTHETICS GENERAL NOTES AND INFORMATIONAP-01 - AP-03

INDEX SHEETAP-00

SHAWN "MICHAEL" SCHEERINGA

JAY MADARA

WALTER A. KETCHAM, JR.

TERESA JACOBS

FRED HAWKINS, JR.

BUDDY DYER

BRENDA CAREY

S. SCOTT BOYD

WELTON G. CADWELL

LOAD. BRACING SHALL BE BLACK IN COLOR. REFER TO STRUCTURE PLANS FOR ADDITIONAL REQUIREMENTS.

THE BRIDGE STRUCTURE. GRATING SHALL BE SECURELY FASTENED AND BRACED AS NECESSARY IN ORDER TO RESIST WIND

GRATING GRIDS SHALL NOT PASS A 2" SPHERE AND A 1" MAXIMUM GAP SHALL BE MAINTAINED BETWEEN THE GRATING AND1.

BEAM GRATING NOTES

SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE SIDEWALK PAY ITEM.

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE COLORED SIDEWALKS3.

AUTHORITY.

ONCE AUTHORITY APPROVAL IS OBTAINED, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SAMPLE(S) AT NO COST TO THE2.

SITE AT A LOCATION DETERMINED BY THE AUTHORITY.

REVIEW AND AUTHORITY APPROVAL. PROVIDE JOINT SEALER TO MATCH HARDENER. SAMPLES TO BE LOCATED ON PROJECT

APPROVED EQUAL. COLOR HARDENER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT TWO SAMPLE PANELS FOR

SIDEWALKS UNDER BRIDGES SHALL BE COLORED WITH LITHOCHROME COLOR HARDENER #A-53 ARIZONA TAN OR AUTHORITY1.

SIDEWALK NOTES

MEDALLIONS SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE ARCHITECTURAL PRECAST PAY ITEM.

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE CAST STONE LOGO7.

PRECAST PAY ITEM.

THE COST OF EACH CUSTOM MOLD(S) FOR CAST STONE LOGO MEDALLIONS SHALL BE INCIDENTAL TO THE ARCHITECTURAL6.

REFER TO SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.5.

INSTALL MEDALLIONS PER MANUFACTURER SPECIFICATIONS.4.

MATERIALS ARE SECURE AND FULLY PROTECTED FROM THE ELEMENTS.

IF MEDALLIONS MUST BE STORED UPON DELIVERY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL3.

AND FINISHES SCHEDULE AND PLANS FOR MORE INFORMATION ABOUT SIZE, COLOR, AND LOCATION ETC.

CAST STONE CUSTOM LOGO MEDALLIONS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. REFER TO MATERIALS2.

HTTP://WWW.PINEAPPLEGROVE.COM

FAX: (561) 586-0845

PHONE: (561) 588-8920

PHONE: (800) 771-4595

BOYNTON BEACH, FL 33426

151 COMMERCE ROAD

ADDRESS:

COLOR - ALLUVIAL SAND

CUSTOM MOLD B - 72" x 72" TOLL 429 SHIELD / CUSTOM LOGO

CUSTOM MOLD A - 36" x 36" TOLL 429 SHIELD / CUSTOM LOGO

MEDALLION SIZES

CUSTOM PANELS - TOLL 429 SHIELD / CUSTOM LOGO

SCULPTSTONE MEDALLIONS

PINEAPPLE GROVE DESIGNS:

CAST STONE CUSTOM LOGO MEDALLIONS SHALL BE:1.

CAST STONE MEDALLION NOTES

PAY ITEM.

ARCHITECTURAL PRECAST SHALL BE INCIDENTAL TO THE TO THE CONTRACT UNIT PRICE FOR THE ARCHITECTURAL PRECAST

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH, INSTALL, COAT, AND CAULK THE7.

SAMPLES SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE MSE PAY ITEM.PRECAST

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE ARCHITECTURAL6.

AUTHORITY.


PROVIDE PRECAST SAMPLES ON CONSTRUCTION SITE AT CEI TRAILER OR AS DIRECTED BY CEI.4.

SURROUNDING MATERIAL AS CLOSELY AS POSSIBLE, AS DETERMINED BY THE AUTHORITY.

CAULK ALL HORIZONTAL JOINTS AFTER COATING APPLICATION. ALL CAULKS AND SEALANTS SHALL MATCH THE COLOR OF THE3.

REVIEWED AND APPROVED BY THE AUTHORITY PRIOR TO CONSTRUCTION.

ILLUSTRATE CONFORMANCE WITH QUALITY, FINISH, AND SURFACE TEXTURE OF MOCK-UP SAMPLE. SAMPLE(S) SHALL BE

AFTER PROJECT AWARD, CONTRACTOR SHALL FABRICATE UP TO SIX (6) SAMPLES (5' X 5') OF APPROPRIATE THICKNESS TO2.

ALL JOINT SEALERS SHALL CONFORM TO THE SPECIFICATIONS AND MATCH SELECTED COLOR THEME.1.

ARCHITECTURAL PRECAST NOTES (ALL PRECAST EXCLUDING MSE WALL PANELS AND COPINGS)

NOTED. REFER TO COLOR SCHEDULE FOR MORE INFORMATION.

ALL COLORS ARE FEDERAL STANDARD 595B (JULY 1994) COLORS OR SHERWIN WILLIAMS (SW) COLORS, UNLESS OTHERWISE5.

ACCESSORIES, INCLUDING COLOR, FINISH, ETC. FOR REVIEW AND APPROVAL BY THE AUTHORITY.

THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES FOR ALL NECESSARY MATERIALS, COMPONENTS, AND4.

TO MATERIALS AND FINISHES SCHEDULE FOR MORE INFORMATION.

ALL MANUFACTURERS FINISHES, PATTERNS, AND COLORS ARE AS SHOWN, OR SHALL BE APPROVED BY THE AUTHORITY. REFER3.

CONFORM TO BRIDGE AND WALL CONSTRUCTION PLANS DIMENSIONS AND REQUIREMENTS.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ADJUSTING LAYOUT OF AESTHETIC COMPONENTS TO2.

ROADWAY PLANS FOR PROJECT SPECIFIC DIMENSIONAL REQUIREMENTS AND DETAILS.

AESTHETICS PLANS ARE DIAGRAMMATIC AND FOR ILLUSTRATIVE AND DESCRIPTIVE PURPOSES ONLY. REFER TO BRIDGE AND1.

GENERAL NOTES

THE FORMLINER.

THE COST OF SPECIFIED FORMLINERS SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE ELEMENT REQUIRING3.

[email protected]:

FAX: (651) 699-1830

PHONE: (651) 699-1345

ST. PAUL, MINNESOTA 55116

202 WEST 7TH STREET

CUSTOMROCK FORMLINERS

FORMLINERS SHALL BE MANUFACTURED BY:2.

SEQUENCING, AND CONSTRUCTION OF SIMULATED STONE FORMLINERS.

REFER TO THE SPECIAL PROVISIONS FOR MORE INFORMATION REGARDING REQUIREMENTS, SUBMITTALS, MATERIALS,1.

SIMULATED STONE FORMLINER

ELEMENT BEING COATED.

SHERWIN WILLIAMS/H+C COLOR STAIN COATING SYSTEM SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO PREPARE, CLEAN AND COAT THE WALL USING THE4.

AND OTHER CONCRETE STAINING REQUIREMENTS.

REFER TO SPECIAL PROVISIONS FOR MORE INFORMATION REGARDING REQUIREMENTS, SUBMITTALS, MATERIALS, SEQUENCING,3.

PREPARATION. DO NOT SANDBLAST.

GREASE, EFFLORESCENCE, PAINT, OR OTHER FOREIGN MATERIAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR SURFACE

CLEAN SURFACE PRIOR TO APPLICATION OF STAIN MATERIALS TO ASSURE THAT SURFACE IS FREE OF LATENCY, DIRT, DUST,2.

PRECASTING.

NO COLOR STAINING SHALL BE APPLIED TO A SIMULATED STONE SURFACE/FORMLINED CONCRETE UNTIL 30 DAYS AFTER1.

APPLYING COLOR STAIN SYSTEM

FORMLINER MOCK-UP PANEL

COLOR STAIN COATING SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE ELEMENT BEING COATED.

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE FORMLINED CONCRETE11.

SAMPLES SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE MSE WALL PAY ITEM.

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE FORMLINED CONCRETE10.

CARE AND PLACEMENT OF ELASTOMERIC FORMLINERS.

REFER TO SPECIAL PROVISIONS FOR MORE INFORMATION REGARDING REQUIREMENTS, SUBMITTALS, MATERIALS, SEQUENCING,9.

REFER TO WALL COLOR SCHEDULE FOR SELECTED COLOR SCHEME.8.

COLOR STAIN SYSTEM NOTES FOR MORE INFORMATION.

ALL FORMLINED CONCRETE SHALL BE COLORED BY SPECIAL STAINING PROCESS. REFER TO SPECIAL PROVISION - APPLYING7.

AUTHORITY.


MOCK-UP SAMPLES SHALL BE DELIVERED TO PROJECT SITE AT CEI CONSTRUCTION TRAILER OR AS DIRECTED BY CEI.5.

REVIEWED AND APPROVED BY THE AUTHORITY PRIOR TO CONSTRUCTION.

ILLUSTRATE CONFORMANCE WITH QUALITY, FINISH, AND SURFACE TEXTURE OF MOCK-UP SAMPLE. SAMPLE(S) SHALL BE

AFTER PROJECT AWARD, CONTRACTOR SHALL FABRICATE UP TO SIX (6) SAMPLES (5' X 5') OF APPROPRIATE THICKNESS TO4.

PHONE: (386) 668-7745

SEMINOLE PRECAST MANUFACTURING, INC.

PHILLIP MORAW/RALPH DELEON

FORMLINER MOCK-UP PANEL, CONTACT:

CONSTRUCTED FEATURES SHALL MATCH AUTHORITY APPROVED MOCK-UP PANEL. FOR ACCESS TO THE AUTHORITY APPROVED

CONTRACTORS ARE REQUIRED TO VIEW AUTHORITY APPROVED FORMLINER MOCK-UP PANEL PRIOR TO BIDDING. ALL 3.

RADIUS FOR CURVED WALLS SHALL BE AS SHOWN IN PLANS (MIN. 100' RADIUS).2.

ALL WALLS SHALL USE 5' X 5' PANELS ONLY. 1.

MSE WALL/FORMLINER NOTES

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

SR 429 ORANGE 429-203

jmorales 3/25/2015 4:35:05 PM \\sandburg\trans-jobs\EA11_Wekiva_Pkwy_OOCEA\_SR_429\struct\AestheticPlans\Atkins_Aesthetic_Plans_Cadd_Files\DGN\Altered for Dewberry\B01PlanElev01.DGN

EXPRESSWAY AUTHORITY

CENTRAL FLORIDA

AP-01

AESTHETICS GENERAL NOTES

AND INFORMATION

GEORGE C. NOON, P.E.


P.E. LICENSE NUMBER 57854

DEWBERRY | BOWYER-SINGLETON

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)

PRICE FOR THE ELEMENT BEING COATED.

WILLIAMS TEXTURE COATING SYSTEM AND SPECIAL COLOR STAIN PROCESS SHALL BE INCIDENTAL TO THE CONTRACT UNIT

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO PREPARE, CLEAN AND COAT USING THE SHERWIN10.

FINISHES, AND MATERIALS CLEARLY DEFINED.

SHALL PREPARE AN EXHIBIT TO SHOW THEIR PLAN FOR PAINTING/STAINING THE VARIOUS COMPONENTS WITH COLORS,

CONTRACTOR SHALL SCHEDULE A PRE-COATING MEETING WITH THE AUTHORITY TWO WEEKS PRIOR TO COATING. CONTRACTOR9.

STAIN SHALL BE SHERWIN WILLIAMS/H+C AS DISTRIBUTED BY SHERWIN WILLIAMS.8.

REQUIREMENTS RELATED TO STAINING.

WALLS) SHALL BE COLORED BY A SPECIAL STAINING PROCESS. REFER TO SPECIAL PROVISIONS AND STAINING NOTES FOR

ALL SIMULATED STONE SURFACES/FORMLINED CONCRETE (MSE PANELS, ARCHITECTURAL PRESCAST PANELS, CAST IN PLACE7.

THE CLASS V FINISH COATING SHALL CONSIST OF LIGHT SANDBLAST TEXTURE, UNLESS OTHERWISE NOTED.6.

THE APPLIED COATING THICKNESS AND CURE TIME SHALL BE AS RECOMMENDED BY THE MANUFACTURER.5.

B. SECOND MATCHING PIGMENTED COATING - SHERWIN WILLIAMS DTM ACYLIC B66-200 SERIES

A. FIRST PIGMENTED COATING - SHERWIN WILLIAMS B97 SERIES CLASS V COATING

SHALL CONSIST OF THE FOLLOWING:

ALL CLASS V SURFACES SHALL RECEIVE TWO MATCHING PIGMENTED LAYERS OF COATINGS. THE TWO PIGMENTED LAYERS4.

CLASS V FINISH SHALL BE SHERWIN WILLIAMS TEXTURE COATING B97 SERIES.3.

SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE OF THE ELEMENT BEING COATED.

ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO RECEIVING TREATMENT. THE COST FOR CLEANING AND COATING SURFACES

ALL EXPOSED SURFACES SHALL RECEIVE TREATMENT AS SHOWN IN THE PLANS. SURFACES SHALL BE CLEANED IN2.

NOTED.

CONCRETE FINISH SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND SPECIAL PROVISIONS, UNLESS OTHERWISE1.

GENERAL COATING AND STAINING NOTES

SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR THE ELEMENT BEING COATED.

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO PROVIDE 'THERMOSET POWDER COAT PAINT FINISH'3.

TO FABRICATION.

COMPLETED. SAMPLES FROM EACH COMPONENT FABRICATOR SHALL BE SUBMITTED FOR APPROVAL BY THE AUTHORITY PRIOR

PANEL STICKER CONTAINING THE OWNER AND FABRICATION INFORMATION SHALL BE APPLIED AFTER PAINTING PROCESS IS

PAINT SHALL BE A SEMI-GLOSS 'THERMOSET POWDER COAT PAINT FINISH', FEDERAL COLOR NUMBER 27038. THE BACK OF

ATTACHMENT HARDWARE AND BACK OF SIGN PANELS SHALL BE PAINTED BLACK BY EACH COMPONENT FABRICATOR. THE BLACK

PROPOSED GROUND MOUNTED SINGLE AND MULI-POST SIGN ASSEMBLIES SHALL BE PAINTED. ALL PROPOSED POSTS,2.

SUBMIT SAMPLE FOR AUTHORITY APPROVAL PRIOR TO FABRICATION.

SHALL BE A SEMI-GLOSS 'THERMOSET POWDER COAT PAINT FINISH' FEDERAL COLOR NUMBER #20062 - DARK BRONZE.

ALL ITS CABINETS, LIGHT POLES AND FIXTURES, TOLL GANTRY TRUSSES, BEAM GRATING, AND TOLL GANTRY BUILDING ROOFS1.

MISCELLANEOUS ELEMENTS AND SIGNS

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-02


AND INFORMATION





ORLANDO, FL 32801


BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-03


AND INFORMATION





ORLANDO, FL 32801


SECTION THRU END BENT6" MIN.

FL

FL MSE WALL PANEL

FORMLINER TEXTURE W/

SHERWIN WILLIAMS STAIN

GR BRIDGE BEAM

REFER TO BRIDGE PLANS

FOR DETAIL (TYP.)

LB MSE WALL COPING

LIGHT BROWN

COLOR NAME ID #

FEDERAL COLOR #33690

TRUSSES, LIGHT POLES

TRAFFIC RAILINGS, BRIDGE BEAMS, TOLL GANTRY

PRECAST PANELS, WALL COPING, SLOPE PAVEMENT,

LOCATIONS: CAST-IN-PLACE CONCRETE, ARCHITECTURAL

SHERWIN WILLIAMS COATING SCHEDULE

KEY

LB

STONE CUTTER

ROADSIDE

SPANISH MOSS

PRECAST PANELS, WALL PANELS

LOCATIONS: CAST-IN-PLACE CONCRETE, ARCHITECTURAL

FORMLINER TEXTURE COLOR SCHEDULE

LIGHT BEIGEBASE COAT ENTIRE SURFACE

FEDERAL COLOR #33510

RATIO: 50-60%

SW-2195

RATIO: 10-20%

SW-2124

RATIO: 100% (WASH COAT)

SW-2070

DB

LB

LB MSE WALL COPING

MSE WALL PANEL

FL FORMLINER TEXTURE

W/ SHERWIN WILLIAMS

STAIN

FOR THE ELEMENT BEING COATED.

SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE

APPLY FINISH COATINGS TO ALL REQUIRED ELEMENTS

INCIDENTALS NECESSARY TO PREPARE, CLEAN AND

THE COST OF ALL MATERIALS, LABOR, EQUIPMENT, AND9.

SPECIFICATIONS UNLESS OTHERWISE NOTED.

LIGHT SANDBLAST TEXTURE IN ACCORDANCE WITH THE

THE CLASS V FINISH COATING SHALL CONSIST OF A8.

HEREIN.

SPECIFICATION SECTION 400-15.2.6 OR AS SPECIFIED

ELEMENTS SHALL BE IN ACCORDANCE WITH

APPLIED FINISH COLOR COATING FOR ALL CONCRETE7.

SHALL BE AS RECOMMENDED BY THE MANUFACTURER.

THE APPLIED COATING THICKNESS AND CURE TIME6.

SHERWIN WILLIAMS DTM ACRYLIC B66-200 SERIES

SECOND MATCHING PIGMENTED COATING -B.

WILLIAMS B97 SERIES CLASS V COATING

FIRST PIGMENTED COATING - SHERWINA.

CONSIST OF THE FOLLOWING:

COATING. THE TWO PIGMENTED COATING LAYERS SHALL

MATCHING PIGMENTED LAYERS OF SHERWIN WILLIAMS

ALL CLASS V SURFACES SHALL RECEIVE TWO (2)5.

HEREIN.

400-15.2.6 TO THE PORTIONS OF THE ELEMENTS SHOWN

IN ACCORDANCE WITH SPECIFICATION SECTION

TEXTURE COATING B97 SERIES AND SHALL BE APPLIED

THE CLASS V COATING SHALL BE SHERWIN WILLIAMS4.

SHOWN IN THE PLANS.

ALL EXPOSED SURFACES SHALL RECEIVE TREATMENT AS3.

OR OTHER METHOD APPROVED BY THE AUTHORITY.

PRESENCE OF CAPILLARY MOISTURE USING ASTM D 4263

APPLICATION TO CONCRETE SURFACES, TEST FOR

AFTER SURFACE PREPARATION OF AND BEFORE COATING2.

SPECIFICATIONS PRIOR TO TREATMENT.

SURFACES SHALL BE CLEANED IN ACCORDANCE WITH1.

COATING NOTES

LB

SECOND COAT:

SHERWIN WILLIAMS

DTM ACRYLIC COATING

B66-200 SERIES

FIRST COAT:

SHERWIN WILLIAMS

TEXTURE COATING

B97 SERIES (TYP.)

END BENTS & MSE WALLS

SURFACE FINISH SCHEMATICS - U-BEAM BRIDGE

CONCRETE SLOPE PAVEMENT ENLARGEMENT** REFER TO BRIDGE/STRUCTURE PLANS FOR SPECIFIC DIMENSIONS.

MSE WALL COPING ENLARGEMENTNOTE: ** REFER TO BRIDGE/STRUCTURE PLANS FOR SPECIFIC DIMENSIONS.

LB END BENT CAP

LB MSE WALL COPING

W/CLASS 5 FINISH

MSE WALL COPING

ENLARGEMENT

FL MSE WALL PANEL

FORMLINER TEXTURE W/

SHERWIN WILLIAMS STAIN

FINISH GRADE

COATING LIMITS

MSE WALL

COPING

FINISH GRADE FINISH GRADE

TRAFFIC RAILING

REFER TO SHEET AP-06

MSE WALL & COPING

SECTION AT BRIDGE

DB DARK BROWN FEDERAL COLOR #33446

DARK GREEN FEDERAL COLOR #34227GR

DARK BRONZE FEDERAL COLOR #20062BR

ID #COLOR NAME

SURFACE FINISH SCHEMATICS - FLORIDA I-BEAM/

HAUNCHED BEAM BRIDGE

SECOND COAT:

SHERWIN WILLIAMS

DTM ACRYLIC COATING

B66-200 SERIES

FIRST COAT:

SHERWIN WILLIAMS

TEXTURE COATING

B97 SERIES (TYP.)

HAUNCHED BEAM (TYP.)

FLORIDA I-BEAM (TYP.)

FL

MSE WALL SECTION

WITH CRASH BARRIER

3'-6"*

REFER TO STRUCTURE PLANS

4" MIN.

9'-

0"*

TEXTURE

MAX. FACE OF FORMLINER

1" MIN. OVERHANG FROM

"*415'-5

6" MIN.

6" MIN.

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

LB

LB

LB

GR

GR

LB

FL

DB

LB

DB

LB

LB

LB

DB

DB

GR

GR

GR

LB

GR

AP-04

AESTHETICS

FINISHING SCHEMATICS





ORLANDO, FL 32801


CONTACT LIST

(CAST STONE)

CUSTOM LOGO MEDALLION

CUSTOM LOGO TO BE PROVIDED

THICK AND 6'-0" x 6'-0" x 3" THICK

SCULPTSTONE MEDALLION, 3'-0" x 3'-0" x 2"

E

CAST-IN-PLACE CONCRETE

CAST-IN-PLACE FORMLINER

KEY DESCRIPTION PATTERN/FINISH

MATERIAL FINISHES SCHEDULE

SPECIFICATIONS

F

G

I

CUSTOMROCK

ON-SITE CONTRACTOR

REFER TO MSE WALL/FORMLINER NOTES, SHEETS AP-01/AP-02

J



A2

CHAIN LINK FENCE VINYL COATED

TOLL EQUIPMENT STRUCTURE TRUSS THERMOSET POWDER COAT

GUARDRAIL GALVANIZED

K LIGHT POLE/FIXTURE

L

PER FDOT STANDARDS

M

BRIDGE BEAM REFER TO STRUCTURES PLANS

BEAM GRATING

N

" DEPTH21MINIMUM 2" X 2" SQUARE OPENING,

ALUMINUM MESH

2" MAX. RELIEF

CUSTOMROCK #1501-R2

" MAX. RELIEF83D2: CUSTOMROCK #T304,

D1: CUSTOMROCK #1501-R2, 2" MAX. RELIEF

A2: DARK BROWN (FEDERAL ID #33446)

A1: LIGHT BROWN (FEDERAL ID #33690)

C2: DARK BROWN (FEDERAL ID #33446)

C1: LIGHT BROWN (FEDERAL ID #33690)

ALLUVIAL SANDPINEAPPLE GROVE DESIGNS

REFER TO GENERAL NOTES, SHEETS AP-01/AP-02

2" MAX. RELIEF

CUSTOMROCK #1501-R2

COLOR

WWW.PINEAPPLEGROVE.COM

FAX: (561) 586-0845

PHONE: (800) 771-4595

BOYNTON BEACH, FL 33425

P.O. BOX 1121

PINEAPPLE GROVE DESIGN

LOGO ACCENTS1.

PHONE: (800) 474-3794

PHONE: (800) 4-SHERWIN

ANY DISTRIBUTOR

SHERWIN WILLIAMS

COATINGS2.

MANUFACTURER

WALL PANEL

MECHANICALLY STABILIZED EARTH (MSE)

COPING

MECHANICALLY STABILIZED EARTH (MSE)

ARCHITECTURAL PRECAST PANEL

ARCHITECTURAL PRECAST FORMLINER

AND SHEET AP-02

REFER TO FDOT SPECIFICATIONS 560 AND 975

AND SHEET AP-02

REFER TO FDOT SPECIFICATIONS 560 AND 975

ITS CABINENTS

TOLL GANTRY EQUIPMENT BUILDING ROOFFEDERAL ID #20062

DARK BRONZE THERMOSET POWDER COAT

THERMOSET POWDER COAT

THERMOSET POWDER COAT

FEDERAL ID #34227

DARK GREEN

REFER TO ROADWAY/STRUCTURE PLANS FOR LOCATIONS

H1: STRAIGHT, H2: CURVED TOP; PER FDOT STANDARDS

TBD

TBD

FEDERAL ID #27038

BLACK

FEDERAL ID #20062

DARK BRONZE

FEDERAL ID #20062

DARK BRONZE

FEDERAL ID #33690

LIGHT BROWN

FEDERAL ID #20062

DARK BRONZE

TBD

TBD

TBD

TBD

TBD

TBD

TBD

N/A

N/A

REFER TO FORMLINER COLOR SCHEDULE

BLACK

REFER TO FORMLINER COLOR SCHEDULE

N/A

SHERWIN WILLIAMS COATING



OR AUTHORITY APPROVED EQUAL

CHERRY HILL FABRICATION, INC.

WWW.CUSTOMROCK.COM

FAX: (651) 699-1830

PHONE: (651) 699-1345

ST. PAUL, MN 55116

2020 WEST 7TH STREET

CUSTOMROCK

FORMLINER3.

A1

C2C1

H2H1

D2D1

B

D2: DARK BROWN (FEDERAL ID #33446)

D1: REFER TO FORMLINER COLOR SCHEDULE

SHEETS AP-01/AP-02

REFER TO ARCHITECTURAL PRECAST NOTES,

SHEETS AP-01/AP-02, AND SPECIAL PROVISIONS

REFER TO CAST STONE MEDALLION NOTES,

REFER TO GENERAL NOTES, SHEETS AP-01/AP-02

COLOR CONCRETE PAVINGTAN OR AUTHORITY APPROVED EQUAL

LITHACHROME COLOR HARDENER, #53 ARIZONA


L.M. SCOFIELD

FIELDS - BROOM FINISH, REFER TO PLANS

BANDS - TROWEL FINISHREFER TO SPECIFICATIONS AND SHEETS AP-01 AND AP-21

WWW.SCOFIELD.COM

FAX: (770) 920-6066

PHONE: (770) 920-6000

DOUGLASVILLE, GA 30134

4155 SCOFIELD ROAD


L.M. SCOFIELD COMPANY

COLOR CONCRETE4.

SIGN POSTS THERMOSET POWDER COATFEDERAL ID #27038

BLACK

AND SPECIAL PROVISIONS

SINGLE AND MULTI-POST SIGNS, REFER TO SHEET AP-02N/A

WWW.CHERRYHILLFAB.COM

FAX: (410) 538-5388

PHONE: (410) 538-5200

UPPER FALLS, MD 21156

PO BOX 247


CHERRY HILL FABRICATION, INC.

BEAM GRATING5.

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-05

MATERIAL

FINISHES SCHEDULE





ORLANDO, FL 32801


JOINTS WILL VARY BASED ON PROPOSED RAILING TYPES.

REQUIREMENTS RELATED TO TRAFFIC RAILING JOINTING.

REFER TO BRIDGE/STRUCTURES PLANS FOR SPECIFIC9.

RAILING BARRIERS.

FOR THE CONSTRUCTION OF THE ARCHITECTURAL TRAFFIC

TRANSITIONS AND ANY OTHER PERTINENT DATA NECESSARY

OF ARCHES, BRIDGE EXPANSION JOINTS/TRAFFIC RAILING

APPROACH SLABS), ELEVATION ILLUSTRATING PLACEMENT

OF PANELS, REINFORCEMENT (INCLUDING TRANSITIONS AT

AND APPROVAL. SHOP DRAWINGS SHALL INCLUDE DIMENSION

SHOP DRAWINGS SHALL BE SUBMITTED TO CEI FOR REVIEW8.

BE EQUAL.

THE TRAFFIC RAILING ON BOTH SIDES OF THE JOINT SHALL

BIFURCATE THE CENTER OF AN ARCH PANEL IF REQUIRED.

ON MULTI-SPAN BRIDGES, THE BRIDGE JOINT MAY7.

ABUTMENT ENDS ADJACENT TO THE BRIDGE JOINT(S).

ADJUSTMENTS TO PANEL LENGTH ARE MADE AT THE

THE CENTER OF THE BRIDGE SPAN SO THAT ANY

RAILING ARCH PANELS SHALL BE PLACED STARTING FROM6.

SPANS AND APPROACH SLABS.

CONSISTENT AESTHETIC TREATMENT ACROSS ALL BRIDGE

IN PLACEMENT OF TRAFFIC RAILING TO ENSURE

DECK EXPANSION JOINTS (REFER TO STRUCTURES PLANS)

CONTRACTOR SHALL CONSIDER LOCATION OF REQUIRED5.

JOINT.

LOCATIONS SHALL MATCH THE DIMENSION OF THE DECK

DECK JOINTS. OPEN BARRIER JOINTS AT DECK JOINT

SEE BRIDGE PLANS FOR LOCATION AND ORIENTATION OF4.

BE USED ON THE OUTSIDE OF ALL BRIDGES.

THE ARCHITECTURAL TRAFFIC RAILING TREATMENTS SHALL3.

REFER TO SHEET AP-04 FOR FOR SURFACE TREATMENTS.2.

ADDITIONAL DETAILS.

SEE STANDARD INDICES 420, 423, 425 AND 5210 FOR 1.

TRAFFIC RAILING NOTES

EQUAL

34" INTERMEDIATE OPEN JOINT1

2" V-GROOVE (TYP.)

REFER TO NOTE #6 ON THIS SHEET FOR PANEL PLACEMENT

VARIES; SEE BRIDGE PLANS FOR PANEL LENGTH

8" (T

YP.)

6'-0" (TYP.) 3'-0" (TYP.)

" (T

YP.)

21

5

R7'-6" (TYP.)

1" (T

YP.)

A

A

EQUAL.

34" INTERMEDIATE OPEN JOINT1

2" V-GROOVE (TYP.)

REFER TO NOTE #6 ON THIS SHEET FOR PANEL PLACEMENT

VARIES; SEE BRIDGE PLANS FOR PANEL LENGTH

8" (T

YP.)

6'-0" (TYP.) 3'-0" (TYP.)

" (T

YP.)

21

1'-

3

R7'-6" (TYP.)

B

B

TRAFFIC RAILING ELEVATION (32" HEIGHT)

TRAFFIC RAILING ELEVATION (42" HEIGHT)

"43

2

VA

RIE

SV

ARIE

S

8"

BRIDGE DECK

FUTURE NOISE

WALL WHERE

SPECIFIED

5"

1" TYP.

1"

TY

P.

5"

MIN.

34" CHAMFER

(TYP.)

VA

RIE

S

"43

2

8"

VA

RIE

S

BRIDGE DECK

5"

1" TYP.

1"

TY

P.

5"

MIN.

34" CHAMFER

(TYP.)

V-GROOVE,

REFER TO

BRIDGE PLANS

"43

10

"41

1'-0

1" (T

YP.)

1"

1"

32" HEIGHT VERTICAL SHAPE (FDOT INDEX 423) 42" HEIGHT F SHAPE (FDOT INDEX 425)32" HEIGHT F SHAPE (FDOT INDEX 420)

SECTION B-B

2"

VA

RIE

SV

ARIE

S

8"

BRIDGE DECK OR

RAISED SIDEWALK2'-

8"

5"

OPTIONAL FENCE

REFER TO FDOT

STANDARDS

1" TYP.

1"

TY

P.

5"

MIN.

34" CHAMFER

(TYP.)

V-GROOVE,

REFER TO

BRIDGE PLANS

1'-1" 1"

SECTION A-A

A1 DECK SLAB (TYP.)

OPTIONAL JOINT (TYP.)

REFER TO BRIDGE

PLANS FOR JOINT

REQUIREMENTS

V-GROOVE,

REFER TO

BRIDGE PLANS

A1 RAILING CAP (TYP.)

A1 RAILING CAP (TYP.)

A2 ACCENT PANEL (TYP.)

A1 TRAFFIC RAILING (TYP.)

A1 DECK SLAB (TYP.)

A2 ACCENT PANEL (TYP.)

A1 TRAFFIC RAILING (TYP.)

1'-6" (TYP.)

SEE NOTE #4

DECK JOINT (TYP.)

1'-6" (TYP.)

SEE NOTE #4

DECK JOINT (TYP.)

2'-

8"

3'-

6"

3'-0" MAX.

6" MIN.,

EQUAL

3'-0" MAX.

6" MIN.,

EQUAL

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-06

TRAFFIC RAILING AESTHETICS

NOTES/SCHEMATICS





ORLANDO, FL 32801


K DAVIT ARM LIGHT POLE

FINISH GRADE

LIGHT POLE ELEVATION

AT GRADE MOUNTING

SIGN POST

SECTION A-A

BRIDGE DECK / MSE WALL LIGHTING SUPPORT

PLAN VIEW

BRIDGE DECK / MSE WALL LIGHTING SUPPORTOVERHEAD SIGN POST

AND TRUSS

TRAFFIC RAILING

REFER TO SHEETS

AP-04 AND AP-06

POLE BASE

FINISH GRADE

REFER TO SIGNAGE PLANS

K LIGHT POLE

TRAFFIC RAILING

REFER TO SHEETS

AP-04 AND AP-06A1 LIGHT POLE PEDESTAL

REFER TO FDOT STANDARDSFINISH GRADE

MSE WALL

AA

A1 LIGHT POLE PEDESTAL

REFER TO FDOT

STANDARDS

LIGHT POLE

TRAFFIC RAILING/

MSE WALL CAP

K LIGHT FIXTURE,

REFER TO LIGHTING PLANS


MSE WALL COPING

K DAVIT ARM LIGHT POLE

NOTES

1. REFER TO LIGHTING PLANS FOR SPECIFIC FIXTURE, POLE, AND OVERALL LIGHTING REQUIREMENTS.

MO

UN

TIN

G

HEIG

HT,

RE

FE

R

TO

LIG

HTIN

G

PL

AN

S

ARM LENGTH, REFER TO LIGHTING PLANS

AN

D

ST

RU

CT

UR

ES

PL

AN

S

RE

FE

R

TO

LIG

HTIN

G

STRUCTURE PLANS

REFER TO LIGHTING AND


PL

AN

S

AN

D

ST

RU

CT

UR

E

RE

FE

R

TO

LIG

HTIN

G

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-07

LIGHT POLE

AESTHETICS REQUIREMENTS





ORLANDO, FL 32801


MANUFACTURER'S SPECIFICATIONS AND SPECIAL PROVISIONS FOR MORE INFORMATION.

REAR ANCHORS TO BE STAINLESS STEEL FLARED THIN SLAB COIL INSERT. REFER TO4.

SPECIFICATIONS FOR MORE INFORMATION.

LIFTING ANCHOR TO BE STAINLESS STEEL COIL LOOP INSERT. REFER TO MANUFACTURER'S3.

ANCHOR NOTES

MANUFACTURER'S SPECIFICATIONS AND SPECIAL PROVISIONS FOR MORE INFORMATION.

" MINIMUM TOLERANCE REQUIRED IN SURROUNDING OPENING DIMENSIONS. REFER TO214.

AS POSSIBLE.

FONT STYLE FOR LETTERS AND NUMERALS SHALL MATCH CFX STANDARDS AS CLOSELY3.

BORDER.

SPACING AS NEEDED TO PREVENT OVERLAP ONTO THE STATE OUTLINE OR SHIELD

ROUTE SHIELD WHEN POSSIBLE. FABRICATOR SHALL OPTICALLY ADJUST NUMERAL

FABRICATOR SHALL USE STANDARD HORIZONTAL SPACING FOR NUMERALS WITHIN A2.

CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR MEDALLION DETAILS.1.

GENERAL NOTES

4'-0"

8"

15"

SEE NOTE #2

5'-

0"

1.75"

R2'-

0"

14"

3.3

5"

"21

92'-5"

1"

R3" R

3"

4"

8"

SEE NOTE #2

2'-0"

2'-

6"

1"R1'-

0"

8"

2.2

5"

4.75"14.5"

"4

3

R1.5

" R1.5"

SECTION A-A

SHIELD

BACKGROUND

MEDALLION A: 3'-0" X 3'-0"

** OPTIONAL CFX LOGO MEDALLION TO BE DETERMINED

6'-

0"

SQ.

3"

TY

P.

1"

TY

P.

2" 3"

TOLL

429

TOLL

429

LIFTING ANCHOR

SEE ANCHOR NOTES

LIFTING ANCHOR

SEE ANCHOR NOTES

REAR ANCHOR LOCATION (TYP.)

4.25" FROM EACH SIDE OR AS PER

MANUFACTURER RECOMMENDATIONS

REAR ANCHOR LOCATION (TYP.)

9" FROM EACH SIDE OR AS PER

MANUFACTURER RECOMMENDATIONS

MEDALLION B: 6'-0" X 6'-0"

** OPTIONAL CFX LOGO MEDALLION TO BE DETERMINED

A

A

SECTION B-BB

B

CUSTOM

STEPPED

FRAME

RAISED STATE

OF FLORIDA

SHIELD

BACKGROUND

SHIELD

BACKGROUND

INCISED

LETTERS

RAISED STATE

OF FLORIDA

INCISED

NUMERALS

RAISED

SHIELD

CUSTOM

STEPPED

FRAME

INCISED

NUMERALS

SHIELD

BACKGROUND

CUSTOM

STEPPED

FRAME

INCISED

LETTERS

CUSTOM

STEPPED

FRAME

REAR ANCHOR

LIFTING

ANCHOR

RAISED

SHIELD

REAR ANCHORREAR ANCHOR

REAR ANCHOR

LIFTING

ANCHOR

RAISED STATE

OF FLORIDA

RAISED STATE

OF FLORIDA

3'-

0"

SQ.

1.5

"

TY

P.

"

TY

P.

21

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-08

MEDALLION

AESTHETICS SCHEMATICS





ORLANDO, FL 32801


CAP CONNECTION SEAM SHALL BE CAULKED AND FINISHED TO MATCH COLOR OF PRECAST PIER CAP.4.

REFER TO SHEET AP-05, MATERIAL FINISHES SCHEDULE, FOR MORE INFORMATION.3.

REFER TO SHEET AP-04 FOR COATING SCHEDULE (TYP.).2.

REFER TO SHEETS AP-01 THROUGH AP-03 FOR GENERAL NOTES.1.

NOTES

VA

RIE

S 27'-

6"*

10'-0"*

8'-

5"*

1'-0" (TYP.)

EQUAL

FINISH GRADE

5'-

6"*

6'-4"*

C1 PRECAST PIER CLADDING

CAP REVEAL ENLARGEMENT

SECTION A-A

TRUSS ENLARGEMENT

REFER TO AET TOLL GANTRY PLANS

VARIES **

C1 PRECAST PIER CLADDING (TYP.)

FINISH GRADE

REFER TO TRUSS

ENLARGEMENT (TYP.)

I TOLL EQUIPMENT

STRUCTURE TRUSS

STEEL CHORD (TYP.)

WELDED CONNECTION

PICKET (TYP.)

PIER CAP

2" x 2" REVEAL

PIER CLADDING

LIMITS OF FORMLINER,

TO BE CAST INTO PIER

PANEL (TYP.)

FRONT VIEW

INSIDE ELEVATION

INSIDE ELEVATION

OUTSIDE ELEVATION

OUTSIDE ELEVATION

C1 PRECAST PIER

CAP (TYP.)

6'-0"*

REFER TO CAP REVEAL

ENLARGEMENT (TYP.)

E CUSTOM LOGO MEDALLION B

C1 PRECAST PIER CAP

R2'-0" (TYP.)

A

I TOLL EQUIPMENT STRUCTURE

TRUSS

C1 PRECAST PIER CAP

1'-10" TYP.

A

1'-0 (TYP.)

FOR FORMLINER REQUIREMENTS

REFER TO SHEETS AP-01 - AP-03

2" MAX. TEXTURE RELIEF (TYP.)

3" FORMLINER WITH

"*161327'-2

PRECAST PIER

CLADDING

"*

16

13

16'-

2

FACE OF FORMLINER

TO BE FLUSH W/ FACE

OF CLADDING (TYP.)

1"

SE

AM (T

YP.)

"21

1

PRECAST PANEL

CUSTOM LOGO

MEDALLION

"21

1

3"

2" CHAMFER (TYP.)

E CUSTOM LOGO

MEDALLION (TYP.)

CAP CONNECTION SEAM (TYP.)

C1 PRECAST PIER CLADDING

MEDALLION INSET

ENLARGEMENT

REFER TO MEDALLION INSET

ENLARGEMENT (TYP.)

STAINLESS STEEL

ANCHOR, REFER TO

MANUFACTUER

SPECIFICATIONS AND

SPECIAL PROVISIONS

D1 PRECAST PIER

FORMLINER TEXTURE (TYP.)

D1 PRECAST PIER FORMLINER (TYP.)

TOLL

429

34" CHAMFER (TYP.)

DIMENSIONS AND ADDITIONAL REQUIREMENTS FOR ALL TOLL EQUIPMENT ELEMENTS.

** ELEVATIONS SHOWN ARE SCHEMATICS FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO AET TOLL FACILITY PLANS FOR SPECIFIC

D1 PRECAST PIER FORMLINER (TYP.)

VA

RIE

S 17'-

1"*

2'-0" (TYP.)

1'-

0"

2"

2"

1'-

8" (T

YP.)

1'-0" (TYP.) 3'-6"*

1'-

8"

TY

P.

TO

LL

GA

NT

RY

PL

AN

S

**

RE

FE

R

TO

AE

T

"*8320'-9

2'-

6"

MIN.

1'-

0" (T

YP.)

10"

MIN.

1'-

9"

MIN.

"*859'-1

2'-0" MIN.

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-09

TOLL EQUIPMENT STRUCTURE

AESTHETICS SCHEMATICS





ORLANDO, FL 32801


"*

83

VA

RIE

S 20'-

3

3" (TYP.)

3" (TYP.) 1'-0" (TYP.)"*1613VARIES 21'-0

"*83VARIES 26'-7

2'-

0"

MIN.

"*

16

11

VA

RIE

S 13'-

3

END VIEW

VARIES 7'-0"*

VARIES 6'-0"*

A1 CAST-IN-PLACE PIER

FINISH GRADE

REFER TO PIER CAP

REVEAL ENLARGEMENT (TYP.)


FINISH GRADE

A1 CAST-IN-PLACE PIER CAP

A2 PIER CAP PROJECTION (TYP.)

45° BEVELED CORNER (TYP.)


WITH CLASS 5 FINISH

B FORMLINER TEXTURE (TYP.)

"*

87

VA

RIE

S 35'-

9

TRAFFIC RAILING (TYP.)

REFER TO SHEETS

AP-04 AND AP-06

BRIDGE DECK

L BRIDGE BEAM (TYP.)

REFER TO STRUCTURE

PLANS FOR BEAM TYPE

A1 BRIDGE BEAM SEAT (TYP.)

A1 CAST-IN-PLACE PIER CAP TRIM

A2 PIER CAP PROJECTION

REFER TO PIER CAP

REVEAL ENLARGEMENT (TYP.)

END VIEW

PIER CAP REVEAL ENLARGEMENT SECTION A-A

PIER ELEVATION


PIER CAP REVEAL


45° BEVELED CORNER

3" (T

YP.)

A A

REFER TO RELIEF ENLARGEMENT (TYP.)

LIMITS OF FORMLINER TEXTURE

TO BE CAST INTO PIER

FACE OF PIER

FACE OF FORMLINER TEXTURE TO BE

FLUSH WITH FACE OF PIER

34" CHAMFER (TYP.)

RELIEF ENLARGEMENT

** REFER TO STRUCTURE PLANS FOR PIER GEOMETRY DETAILS AND SPECIFIC

DIMENSIONS FOR ALL PIER ELEMENTS (PIER, CAP, CAP PANELS, KEYSTONE, ETC.)

CAST-IN-PLACE PIER

B CAST-IN-PLACE

PIER WITH FORMLINER TEXTURE

B CAST-IN-PLACE PIER WITH

FORMLINER TEXTURE

NOTES

1. REFER TO SHEET AP-01 FOR GENERAL REQUIREMENTS.

2. REFER TO SHEET AP-04 FOR COATING SCHEDULE (TYP.).

VARIES 12'-0"*

1'-0" (TYP.)1'-0" (TYP.) 2'-0" MIN.

FO

R

FO

RM

LIN

ER

RE

QUIR

EM

EN

TS

SH

EE

TS

AP-

01 -

AP-

03

TE

XT

UR

E

RE

LIE

F;

RE

FE

R

TO

3"

FO

RM

LIN

ER

WIT

H 2"

MA

X.

2" TYP.

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-10

BRIDGE PIER SCHEMATICS

SINGLE COLUMN PIER





ORLANDO, FL 32801


O.C. SPACING VARIES 25'-0"*

"*

87

VA

RIE

S 8'-

9

"*

83

VA

RIE

S 16'-

6

END VIEWDOUBLE COLUMN PIER ELEVATION

TRIPLE COLUMN PIER ELEVATION

END VIEW

REFER TO SHEET AP-10 FOR

PIER CAP REVEAL ENLARGEMENT

A1 CAST-IN-PLACE PIER (TYP.)

FINISH GRADE


REFER TO SHEETS

AP-04 AND AP-06

BRIDGE DECK


REFER TO STRUCTURE

PLANS FOR BEAM TYPE




A2 KEYSTONE

VARIES




FINISH GRADE

A2 KEYSTONE (TYP.)

A A

A1 CAST-IN-PLACE PIER (TYP.)

FINISH GRADE

A2 KEYSTONE (TYP.)


REFER TO STRUCTURE

PLANS FOR BEAM TYPE




BRIDGE DECK

END VIEW

O.C. VARIES 17'-6"*

VARIES 5'-6"* 1'-0" (TYP.)

O.C. VARIES 17'-6"* VARIES 5'-0"*

1'-0" (TYP.)

END VIEW




FINISH GRADE

A2 KEYSTONE (TYP.)

A A


REFER TO SHEETS

AP-04 AND AP-06

2'-6" MIN.

H BRIDGE FENCE (TYP.)

WHERE APPLICABLE

H BRIDGE FENCE (TYP.)

WHERE APPLICABLE




FORMLINER TEXTURE


FORMLINER TEXTURE



NOTES

1. REFER TO SHEET AP-01 FOR GENERAL REQUIREMENTS.

2. REFER TO SHEET AP-04 FOR COATING SCHEDULE (TYP.).

** REFER TO STRUCTURE PLANS FOR PIER GEOMETRY DETAILS AND SPECIFIC DIMENSIONS

FOR ALL PIER ELEMENTS (PIER, CAP, CAP PANELS, KEYSTONE, ETC.)

REFER TO SHEET AP-10 FOR

PIER CAP REVEAL ENLARGEMENT

"*

43

VA

RIE

S 11'-

0VA

RIE

S 21'-

11"*

VARIES 5'-0"*

1'-0" (TYP.)1'-0" (TYP.) 2'-6" MIN.

2" TYP.4" TYP.

2" TYP.4" TYP.

VARIES 6'-0"*

VARIES 6'-0"*

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-11

BRIDGE PIER SCHEMATICS

MULTI-COLUMN PIER





ORLANDO, FL 32801


"*1613VARIES 93'-5

UNDERBRIDGE ELEVATION (TYPICAL)

** REFER TO STRUCTURE PLANS FOR BRIDGE GEOMETRY DETAILS AND SPECIFIC DIMENSIONS FOR ALL BRIDGE ELEMENTS.

"*

21

VA

RIE

S 14'-

4

ARCHITECTURAL PRECAST

COLUMN (TYP.), REFER

TO SHEET AP-19 FOR

DIMENSIONS

FINISH GRADE

"*

16

11

VA

RIE

S 23'-

8

M BEAM GRATING (TYP.)

L U-BEAM/FLORIDA I-BEAM (TYP.)


FOR BEAM TYPE AND SHEET AP-04

FOR COATING INFORMATION


REFER TO SHEETS

AP-04 AND AP-06

G MSE WALL COPING (TYP.)

A1 BEAM SEAT (TYP.)

DECK (TYP.)

2'-

0"

NOTES

1. REFER TO STRUCTURE PLANS FOR SPECIFIC DIMENSIONS.

2. REFER TO SHEET AP-04 FOR COATING INFORMATION.

3. REFER TO SHEET AP-05 FOR MATERIAL FINISHES SCHEDULE.

4. BRIDGE COLUMNS MAY VARY BASED ON BRIDGE HEIGHTS. REFER TO SHEETS AP-18

AND AP-19 FOR APPROPRIATE COLUMN APPLICATION.

F MSE WALL PANEL (TYP.)

L U-BEAM/FLORIDA I-BEAM (TYP.)


FOR BEAM TYPE AND SHEET AP-04

FOR COATING INFORMATION

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-15

BRIDGE ELEVATIONS





ORLANDO, FL 32801


LOW AREA / LAKE VICTOR ELEVATION


REFER TO SHEETS

AP-04 AND AP-06

PRECAST COLUMN


FOR DIMENSIONS

G MSE WALL

COPING (TYP.)

FINISH GRADE

F MSE WALL

PANEL (TYP.)

C2 KEYSTONE


C1 PRECAST TILT UP WALL - BASE (TYP.)

8'-

0"

MIN.

(T

YP.)

8'-0" (TYP.)

REVEAL (TYP.)

C1 PRECAST TILT UP WALL - ACCENT BAND (TYP.)

FOR ALL ELEMENTS.

REFER TO STRUCTURE PLANS FOR BRIDGE GEOMETRY DETAILS AND SPECIFIC DIMENSIONS3.

REFER TO SHEET AP-04 FOR MORE INFORMATION.

BACK SIDE OF PRECAST TILT UP WALL SHALL RECEIVE A LIGHT BROWN CLASS 5 FINISH.2.

FOR COLOR INFORMATION, SEE SHEET AP-04.1.

NOTES

D1 PRECAST TILT UP WALL

REFER TO REVEAL

ENLARGEMENT

(TYP.)

K LIGHT POLE (TYP.)

REFER TO LIGHTING

PLANS FOR MOUNTING

HEIGHTS

C1 PRECAST TILT UP WALL - BASE


3" (TYP.)

C1 PRECAST TILT UP WALL - ACCENT BAND

REVEAL ENLARGEMENT

PIER CAP REVEAL

45° BEVELED CORNER (TYP.)

34" CHAMFER (TYP.)

TOLL

429


3"

TY

P.

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-16

BRIDGE ELEVATIONS





ORLANDO, FL 32801


TOLL

429

UNDERBRIDGE ELEVATION - BOTH COLUMNS: NO CUSTOM MEDALLION

ELEVATION - LEFT SIDE COLUMN: OPTIONAL CFX LOGO CUSTOM MEDALLION

ELEVATION - RIGHT SIDE COLUMN: SR 429 CUSTOM MEDALLION

MEDALLION PLACEMENT NOTES

EXTERIOR FACING ELEVATION

COLUMN ELEVATION ON MSE/RETAINING WALL (TYP.)** ELEVATIONS SHOWN ARE SCHEMATICS FOR ILLUSTRATIVE PURPOSES ONLY.

REFER TO SHEETS AP-19 AND AP-20 FOR SPECIFIC COLUMN DIMENSIONS AND REQUIREMENTS.

UNDERBRIDGE ELEVATION

TOLL

429

EXTERIOR FACING ELEVATION

COLUMN ELEVATION AT BRIDGE END BENT (TYP.)** ELEVATIONS SHOWN ARE SCHEMATICS FOR ILLUSTRATIVE PURPOSES ONLY.

REFER TO SHEETS AP-19 AND AP-20 FOR SPECIFIC COLUMN DIMENSIONS AND REQUIREMENTS.


WALL BEND LINE

EQUAL

5'-0" OR 10'-0"

H1 CHAIN LINK FENCE, 4' HEIGHT (TYP.),

WHERE APPLICABLE

WALL BEND LINE

EQUAL

5'-0" OR 10'-0"

EQUAL

5'-0" OR 10'-0"

BRIDGE BEAM (TYP.)

REFER TO STRUCTURE

PLANS

MSE/RETAINING WALL COPING

MSE/RETAINING WALL (TYP.)

MSE/RETAINING

WALL COPING

EQUAL

5'-0" OR 10'-0"

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-18

PRECAST COLUMN

SCHEMATICS





ORLANDO, FL 32801


FINISH GRADE

(SLOPE VARIES)

E CUSTOM LOGO

MEDALLION

C1 PRECAST CAP

C1 PRECAST COLUMN

1" REVEAL (TYP.)

BEVELED EDGE

3" x 3" CAP REVEAL


10'-0"

2'-0" (TYP.) 3" TYP.

"*

21

VA

RIE

S 68'-

2

VA

RIE

S 4

5'-

6"*

VA

RIE

S

2'

MIN.

VA

RIE

S,

2'-0" TYP.

2'-

0"

1'-4" MIN.

10'-0"

2'-0" (TYP.) 3" TYP.

A1 BEAM PAD

FINISH GRADE

(SLOPE VARIES)

C1 PRECAST CAP

C1 PRECAST COLUMN

1" REVEAL (TYP.)

BEVELED EDGE

3" x 3" CAP REVEAL


3" TYP.

5'-0"

ELEVATION

FINISH GRADE

(SLOPE VARIES)


VA

RIE

S 50'-

0"*

1'-0" (TYP.)

5'-

0"

MIN.

VA

RIE

S 39'-

6"*

VA

RIE

S,

1'

MIN.

1'-0" TYP.

1'-

0"

C1 PRECAST COLUMN

C1 PRECAST

CAP

3" x 3" CAP REVEAL


BEVELED EDGE

1" REVEAL (TYP.)

FINISH GRADE

(SLOPE VARIES)

C1 PRECAST COLUMN

1" REVEAL (TYP.)

3" x 3" CAP REVEAL


BEVELED EDGE

1'-0" (TYP.) 3" TYP.

5'-0"

(T

YP.)

EQ

UA

L

(T

YP.)

EQ

UA

L

(T

YP.)

EQ

UA

L

6'-0" SQ.

E CUSTOM LOGO

MEDALLION

3'-0" SQ.

M BEAM GRATING

L U-BEAM OR FLORIDA

I-BEAM; REFER TO

STRUCTURE PLANS

FOR BEAM TYPE

M BEAM GRATING

C1 PRECAST CAP

A1 BEAM PAD

DECK

A A

PRECAST COLUMN - 5' WIDTH** FOR BRIDGE HEIGHTS 25' OR LESS

B B

A A

REFER TO MEDALLION B

ENLARGEMENT ON SHEET

AP-20 (TYP.)

REFER TO MEDALLION A

ENLARGEMENT ON

SHEET AP-20 (TYP.)

B B

2% SLOPE

EQ

UA

LE

QU

AL

TOLL

429

TOLL

429

D2 PRECAST COLUMN

RECESSED PANEL

PRECAST COLUMN - 10' WIDTH** FOR BRIDGE HEIGHTS OVER 25'

D2 PRECAST COLUMN

RECESSED PANEL

D2 PRECAST COLUMN

RECESSED PANEL D2 PRECAST COLUMN

RECESSED PANEL

NOTES

1. REFER TO STRUCTURE PLANS FOR BEAM TYPES.

2. REFER TO SHEETS AP-01, AP-02, AP-04, AND AP-05 FOR COATING REQUIREMENTS.

3. REFER TO SHEET AP-20 FOR SECTIONS AND ENLARGEMENTS.

CHEEK WALL

1" GAP FROM DECK (TYP.)

(T

YP.)

EQ

UA

L

ELEVATION UNDERBRIDGE ELEVATION

** REFER TO ENGINEERING PLANS FOR SPECIFIC DIMENSIONS AND REQUIREMENTS.

1'-4" MIN.

2% SLOPE

DECK

CHEEK WALL

1" GAP FROM DECK (TYP.)

BRIDGE BENT

A A

A A

B B

B B

EQ.

EQ.

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-19

PRECAST COLUMN

SCHEMATICS





ORLANDO, FL 32801


1" x 1" REVEAL

C1 PRECAST CAP

C1 PRECAST PANEL

3"

1" REVEAL

D2 RECESSED

PRECAST COLUMN

PANEL

3" x 3" REVEAL

45° BEVELED CORNERPRECAST PANEL

5'-0"

1"1"

1" X 1" REVEAL

CAP REVEAL

34" CHAMFER (TYP.)

45° BEVELED CORNER

"

SE

AM

MIN.

21

"21

1

PRECAST

PANEL

CUSTOM LOGO

MEDALLION

"21

1

3"

MEDALLION B

ENLARGEMENT

STAINLESS STEEL

ANCHOR; REFER TO

MANUFACTURER SPECIFICATIONS


"

SE

AM

MIN.

21

1"

PRECAST

PANEL

CUSTOM LOGO

MEDALLION

1"

2"

MEDALLION A

ENLARGEMENT

STAINLESS STEEL

ANCHOR; REFER TO

MANUFACTURER SPECIFICATIONS


PRECAST

COLUMN

GAP TO BE

CAULKED (TYP.)

VIEW B-B - SINGLE SIDED

FACE OF MSE/PRECAST

WALL TEXTURE (TYP.)

GAP TO BE

CAULKED (TYP.)

MSE OR PRECAST

WALL

FACE OF MSE/PRECAST

WALL TEXTURE (TYP.)

MSE/PRECAST WALL

CORNER PIECE

** REFER TO ENGINEERING PLANS FOR SPECIFIC DIMENSIONS AND REQUIREMENTS.

SECTION A-A - 5' WIDTH

45° BEVELED CORNERPRECAST PANEL

10'-0"

1"1"

1" X 1" REVEAL

SECTION A-A - 10' WIDTH

OUTLINE OF COLUMN

CAP (ABOVE)

MSE OR PRECAST WALL

1'-4" MIN.

5'-

0"

OR 10'-

0"

9"

MIN.

(T

YP.)

OUTLINE OF COLUMN

CAP (ABOVE)

PRECAST COLUMN

PRECAST TILT UP WALL

(LOW AREA/LAKE VICTOR ONLY)

VIEW B-B - TYPICAL

NOTES

1. REFER TO SHEETS AP-01, AP-02, AP-04, AND AP-05 FOR ADDITIONAL REQUIREMENTS.

2. REFER TO SPECIAL PROVISIONS AND SHEET AP-08 FOR MEDALLION DIMENSIONS AND REQUIREMENTS.

3"

1"

1"

3" TYP.

1'-0" TYP.

2"

3'-0"

3" (T

YP.)

"*859'-1"*8

59'-1

(TYP.)

1" MIN.

1'-

4"

MIN.

(T

YP.)

9"

MIN.

(T

YP.)

5'-0" OR 10'-0"

5'-

0"

OR 10'-

0"

1" MIN. (TYP.)

1'-4" MIN. (TYP.)

3" TYP.

2'-0" TYP.

2"

6'-0"

3" (T

YP.)

BRIDGE NOS. 750842, 750843, 750844, 750845, 750846 & 750847

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 429 ORANGE 429-203



CENTRAL FLORIDA

AP-20

PRECAST COLUMN

SCHEMATICS





ORLANDO, FL 32801


lake city plans of proposed sr 429 (wekiva parkway) 4 … · orange and lake county expressway...

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