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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.
ONCE AUTHORITY APPROVAL IS OBTAINED, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SAMPLE(S) AT NO COST TO THE5.
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.
INFO@CUSTOMROCK.COME-MAIL:
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.
ONCE AUTHORITY APPROVAL IS OBTAINED, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SAMPLE(S) AT NO COST TO THE6.
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.
520 SOUTH MAGNOLIA AVENUE
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:07 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-02
AESTHETICS GENERAL NOTES
AND INFORMATION
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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 4:34:57 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-03
AESTHETICS GENERAL NOTES
AND INFORMATION
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:11 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
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
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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
REFER TO MSE WALL/FORMLINER NOTES, SHEETS AP-01/AP-02
REFER TO MSE WALL/FORMLINER NOTES, SHEETS AP-01/AP-02
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
SHERWIN WILLIAMS COATING
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
OR AUTHORITY APPROVED EQUAL
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
OR AUTHORITY APPROVED EQUAL
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
OR AUTHORITY APPROVED EQUAL
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:11 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-05
MATERIAL
FINISHES SCHEDULE
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:12 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-06
TRAFFIC RAILING AESTHETICS
NOTES/SCHEMATICS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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
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
REFER TO LIGHTING PLANS
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:12 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-07
LIGHT POLE
AESTHETICS REQUIREMENTS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:12 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-08
MEDALLION
AESTHETICS SCHEMATICS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:13 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-09
TOLL EQUIPMENT STRUCTURE
AESTHETICS SCHEMATICS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
"*
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.)
A1 CAST-IN-PLACE PIER
FINISH GRADE
A1 CAST-IN-PLACE PIER CAP
A2 PIER CAP PROJECTION (TYP.)
45° BEVELED CORNER (TYP.)
A1 CAST-IN-PLACE PIER
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
A1 CAST-IN-PLACE PIER CAP
PIER CAP REVEAL
A1 CAST-IN-PLACE PIER
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:13 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-10
BRIDGE PIER SCHEMATICS
SINGLE COLUMN PIER
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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
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 (TYP.)
A2 KEYSTONE
VARIES
A1 CAST-IN-PLACE PIER CAP
A2 PIER CAP PROJECTION (TYP.)
A1 CAST-IN-PLACE PIER
FINISH GRADE
A2 KEYSTONE (TYP.)
A A
A1 CAST-IN-PLACE PIER (TYP.)
FINISH GRADE
A2 KEYSTONE (TYP.)
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 (TYP.)
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
A2 PIER CAP PROJECTION (TYP.)
A1 CAST-IN-PLACE PIER CAP
A1 CAST-IN-PLACE PIER
FINISH GRADE
A2 KEYSTONE (TYP.)
A A
TRAFFIC RAILING (TYP.)
REFER TO SHEETS
AP-04 AND AP-06
2'-6" MIN.
H BRIDGE FENCE (TYP.)
WHERE APPLICABLE
H BRIDGE FENCE (TYP.)
WHERE APPLICABLE
B CAST-IN-PLACE PIER WITH
FORMLINER TEXTURE (TYP.)
B CAST-IN-PLACE PIER WITH
FORMLINER TEXTURE
B CAST-IN-PLACE PIER WITH
FORMLINER TEXTURE
B CAST-IN-PLACE PIER WITH
FORMLINER TEXTURE (TYP.)
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:14 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-11
BRIDGE PIER SCHEMATICS
MULTI-COLUMN PIER
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
"*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.)
REFER TO STRUCTURE PLANS
FOR BEAM TYPE AND SHEET AP-04
FOR COATING INFORMATION
TRAFFIC RAILING (TYP.)
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.)
REFER TO STRUCTURE PLANS
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:16 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-15
BRIDGE ELEVATIONS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
LOW AREA / LAKE VICTOR ELEVATION
TRAFFIC RAILING (TYP.)
REFER TO SHEETS
AP-04 AND AP-06
PRECAST COLUMN
REFER TO SHEET AP-19
FOR DIMENSIONS
G MSE WALL
COPING (TYP.)
FINISH GRADE
F MSE WALL
PANEL (TYP.)
C2 KEYSTONE
REFER TO STRUCTURE PLANS
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
REFER TO LIGHTING PLANS
3" (TYP.)
C1 PRECAST TILT UP WALL - ACCENT BAND
REVEAL ENLARGEMENT
PIER CAP REVEAL
45° BEVELED CORNER (TYP.)
34" CHAMFER (TYP.)
TOLL
429
REFER TO STRUCTURE PLANS
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:16 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-16
BRIDGE ELEVATIONS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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.
UNDERBRIDGE ELEVATION
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:17 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-18
PRECAST COLUMN
SCHEMATICS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
FINISH GRADE
(SLOPE VARIES)
E CUSTOM LOGO
MEDALLION
C1 PRECAST CAP
C1 PRECAST COLUMN
1" REVEAL (TYP.)
BEVELED EDGE
3" x 3" CAP REVEAL
REFER TO SHEET AP-20
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
REFER TO SHEET AP-20
3" TYP.
5'-0"
ELEVATION
FINISH GRADE
(SLOPE VARIES)
UNDERBRIDGE ELEVATION
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
REFER TO SHEET AP-20
BEVELED EDGE
1" REVEAL (TYP.)
FINISH GRADE
(SLOPE VARIES)
C1 PRECAST COLUMN
1" REVEAL (TYP.)
3" x 3" CAP REVEAL
REFER TO SHEET AP-20
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:17 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-19
PRECAST COLUMN
SCHEMATICS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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
AND SPECIAL PROVISIONS
"
SE
AM
MIN.
21
1"
PRECAST
PANEL
CUSTOM LOGO
MEDALLION
1"
2"
MEDALLION A
ENLARGEMENT
STAINLESS STEEL
ANCHOR; REFER TO
MANUFACTURER SPECIFICATIONS
AND SPECIAL PROVISIONS
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:
ROAD NO. COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
SR 429 ORANGE 429-203
jmorales 3/25/2015 4:35:18 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-20
PRECAST COLUMN
SCHEMATICS
GEORGE C. NOON, P.E.
520 SOUTH MAGNOLIA AVENUE
P.E. LICENSE NUMBER 57854
DEWBERRY | BOWYER-SINGLETON
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 8794 SR 429 (WEKIVA PARKWAY)
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