contract plans - central florida expressway authority · pdf file · 2017-06-26new...

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

LAKE CITY 295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BEE LINEEXPRESSWAY

FLO

RID

A STU

RNPIK

EBARTOW

ST PETERSBURG

275

SARASOTA -

BRADENTON75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

PLANS PREPARED BY:

P.E. NO.:

KEY SHEET REVISIONS

DESCRIPTIONBYDATE

FISCAL YEAR SHEET NO.

AP-00

c:\pw_working\flstate\33259\dms15673\AP-00.dgn10:58:50 AM1/18/201633259

LOCATION OF PROJECT

VENDOR NO. 36-098-270

CERTIFICATE OF AUTHORIZATION NO. 1838

PHONE: (407) 702-6800

ORLANDO, FL 32801

201 E. PINE STREET, SUITE 900

54072

PLANS PREPARED FOR:

SAM T. PHAN, P.E.

2017

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

CONTRACT PLANS

EXPRESSWAY AUTHORITY

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

CENTRAL FLORIDA

BOARD MEMBER

BOARD MEMBER

BOARD MEMBER

ORANGE COUNTY MAYOR

OSCEOLA COUNTY COMMISSIONER

CITY OF ORLANDO MAYOR

SECRETARY/TREASURER

VICE CHAIRMAN

CHAIRMAN

CENTRAL FLORIDA EXPRESSWAY AUTHORITY

CFX PROJECT NO. 429-205

CONTRACT NO. 429-205

ORANGE COUNTY (75)

PLYMOUTH ROAD (CR 435)

INTERCHANGE TO EAST OF MOUNT

EAST OF SR 429 / SR 46 SYSTEMS

SR 429 (WEKIVA PARKWAY)

ENGINEER OF RECORD:

AESTHETICS PLANS

AESTHETICS PLANS

SHEET NO.

AP-07

AP-06

AP-05

AP-04

AP-03

AP-01 - AP-02

AP-00

DESCRIPTION

INDEX OF AESTHETICS PLANS

S. MICHAEL SCHEERINGA

JAY MADARA

ANDRIA HERR

TERESA JACOBS

FRED HAWKINS, JR.

BUDDY DYER

BRENDA CAREY

S. SCOTT BOYD

WELTON G. CADWELL

MISCELLANEOUS WALL SCHEMATICS

BRIDGE PIER SCHEMATICS - MULTI-COLUMN PIER

TRAFFIC RAILING AESTHETICS NOTES/SCHEMATICS

MATERIAL FINISHES SCHEDULE

AESTHETICS FINISHING SCHEMATICS

AESTHETICS GENERAL NOTES AND INFORMATION

INDEX SHEET

FEBRUARY 2016

BID SET

S.R. 429 (WEKIVA PARKWAY)

429-205SR 429

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:

2/3/2016 1:48:49 PM c:\pw_working\flstate\33259\dms15673\AestheticsPackage.dgn33259

REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15

SDM 11-15CERTIFICATE OF AUTHORIZATION NO. 1838

P.E. LICENSE NO. 54072

SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801

201 E. PINE ST., SUITE 900

PARSONS

GENERAL NOTES

MSE WALL PANELS, COPING, AND FORMLINER NOTES

COLOR STAIN SYSTEM APPLICATION NOTES

SIMULATED STONE FORMLINER NOTES

BEAM GRATING NOTES

MISCELLANOUS ELEMENTS AND SIGNS NOTES

GENERAL COATING AND STAINING NOTES

FORMLINER MOCK-UP PANEL

CAULKING AND SEALING NOTES

SHALL BE INCIDENTAL TO THE ELEMENT BEING CAULKED OR SEALED.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND CAULK OR SEAL THE ELEMENT BEING CAULKED OR SEALED 3.

AND APPLICATION OF CAULKS AND SEALANTS.

REFER TO THE SPECIAL PROVISIONS FOR MORE INFORMATION REGARDING REQUIREMENTS, SUBMITTALS, MATERIALS, SEQUENCING, 2.

BY THE AUTHORITY.

ALL CAULKS AND SEALANTS SHALL MATCH THE COLOR OF THE SURROUNDING MATERIAL AS CLOSELY AS POSSIBLE, AS DETERMINED 1.

SHALL BE INCIDENTAL TO THE ELEMENT BEING COATED.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE FORMLINED CONCRETE COLOR STAIN COATING 11.

TO THE MSE WALL PAY ITEM.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO FURNISH AND INSTALL THE FORMLINED CONCRETE SHALL BE INCIDENTAL 10.

AND PLACEMENT OF ELASTOMERIC FORMLINERS.

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

REFER TO FORMLINER TEXTURE COLOR SCHEDULE FOR SELECTED COLOR SCHEME.8.

STAIN SYSTEM APPLICATION NOTES FOR MORE INFORMATION.

ALL FORMLINED CONCRETE SHALL BE COLORED BY SPECIAL STAINING PROCESS. REFER TO SPECIAL PROVISIONS AND COLOR7.

AUTHORITY.

ONCE AUTHORITY APPROVAL IS OBTAINED, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SAMPLE(S) AT NO COST TO THE 6.

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

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. ALL3.

RADIUS FOR CURVED WALLS SHALL BE AS SHOWN IN PLANS (MIN. 60' RADIUS). 2.

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

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 STRUCTURES PLANS AND WALL CONSTRUCTION PLANS DIMENSIONS AND REQUIREMENTS.

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

AND ROADWAY PLANS FOR PROJECT SPECIFIC DIMENSIONAL REQUIREMENTS AND DETAILS.

AESTHETICS PLANS ARE DIAGRAMMATIC AND FOR ILLUSTRATIVE AND DESCRIPTIVE PURPOSES ONLY. REFER TO STRUCTURES1.

COATING SYSTEM AND SPECIAL COLOR STAIN PROCESS SHALL BE INCIDENTAL TO THE ELEMENT BEING COATED.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO PREPARE. CLEAN AND COAT USING THE SHERWIN WILLIAMS TEXTURE6.

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. CONTRACTOR5.

STAIN SHALL BE SHERWIN WILLIAMS/H+C AS DISTRfBUTED BY SHERWIN WILLIAMS.4.

STAINING.

SPECIAL STAINING PROCESS. REFER TO SPECIAL PROVISIONS AND STAINING NOTES FOR REQUIREMENTS RELATED TO

ALL SIMULATED STONE SURFACES/FORMLINED CONCRETE (MSE PANELS, CAST IN PLACE PIERS) SHALL BE COLORED BY A3.


ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO RECEIVING TREATMENT. 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.

ELEMENT BEING COATED.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO PROVIDE SPECIFIED FINISH TREATMENT SHALL BE INCIDENTAL TO THE3.

FABRICATION.

COMPLETED. EACH COMPONENT FABRICATOR SHALL SUBMIT SAMPLES FOR APPROVAL BY THE AUTHORITY PRIOR TO

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

THIS INCLUDES ALL PROPOSED POSTS, TRUSSES, ATTACHMENT HARDWARE, AND BACK OF SIGN PANELS. THE BACK OF PANEL

PROPOSED SINGLE, MULTI-POST, AND OVERHEAD SIGN ASSEMBLIES SHALL RECEIVE TREATMENT AS SHOWN IN THE PLANS.2.

COMPONENT FABRICATOR SHALL SUBMIT SAMPLES FOR AUTHORITY APPROVAL PRIOR TO FABRICATION.

ALL ITS/LIGHTING CABINETS, LIGHT POLES, AND FIXTURES SHALL RECEIVE TREATMENT AS SHOWN IN THE PLANS. EACH1.

INCIDENTAL TO THE BEAM.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO DESIGN, DETAIL, FURNISH, AND INSTALL THE BEAM GRATING SHALL BE4.

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.

AND DIMENSIONS NECESSARY FOR CONSTRUCTION. CALCULATIONS AND DRAWINGS SHALL BE SIGNED AND SEALED BY A

RECORD PRIOR TO CONSTRUCTION. THE SHOP DRAWINGS SHALL INCLUDE DETAILED DESIGN CALCULATIONS AND ALL DETAILS

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF FINAL DESIGN OF BEAM GRATING FOR REVIEW BY THE ENGINEER OF3.

LOAD, BUT SHALL ALSO BE REMOVABLE FOR ROUTINE MAINTENANCE INSPECTIONS.

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 AND2.

FOR AUTHORITY APPROVAL PRIOR TO FABRICATION.

ALL BEAM GRATING SHALL RECEIVE TREATMENT AS SHOWN IN THE PLANS. COMPONENT FABRICATOR SHALL SUBMIT SAMPLES1.

SPECIFIED FORMLINERS SHALL BE INCIDENTAL TO THE ELEMENT REQUIRING THE FORMLINER.3.

SEQUENCING, AND CONSTRUCTION OF SIMULATED STONE FORMLINERS.

REFER TO THE SPECIAL PROVISIONS FOR MORE INFORMATION REGARDING REQUIREMENTS, SUBMITTALS, MATERIALS,2.

REFER TO SHEET AP-04 FOR MANUFACTURER CONTACT INFORMATION.1.

WILLIAMS/H+C COLOR STAIN COATING SYSTEM SHALL BE INCIDENTAL TO THE ELEMENT BEING COATED.

ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS TO PREPARE, CLEAN AND COAT THE WALL USING THE SHERWIN4.

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.

AFTER PRECASTING.

NO COLOR STAINING SHALL BE APPLIED TO A SIMULATED STONE SURFACE/FORMLINED CONCRETE UNTIL THIRTY (30) DAYS1.

AP-01

AESTHESTICS GENERAL NOTES

AND INFORMATION


429-205SR 429

REVISIONS


DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:

1/18/2016 10:58:56 AM c:\pw_working\flstate\33259\dms15673\AestheticsPackage.dgn33259

REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801


PARSONS

AP-02

AESTHESTICS GENERAL NOTES

AND INFORMATION


429-205SR 429

REVISIONS


DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:

2/3/2016 12:38:07 PM c:\pw_working\flstate\33259\dms15673\AestheticsPackage.dgn33259

REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801


PARSONS

SECTION THRU END BENT

LB

LB

LB

GR

GR

6" MIN. 6" MIN.

6" MIN.

FL

LB

FL

FL MSE WALL PANEL

FORMLINER TEXTURE W/

SHERWIN WILLIAMS STAIN

GR BRIDGE BEAM

REFER TO BRIDGE PLANS

FOR DETAIL (TYP.)

LIGHT BROWN

COLOR NAME ID #

FEDERAL COLOR #33690

KEY

LB

STONE CUTTER

ROADSIDE

SPANISH MOSS

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

DB

LB

DB

LB MSE WALL COPING

MSE WALL PANEL

FL FORMLINER TEXTURE

W/ SHERWIN WILLIAMS

STAIN

LB

SECOND COAT:

SHERWIN WILLIAMS

DTM ACRYLIC COATING

B66-200 SERIES

FIRST COAT:

SHERWIN WILLIAMS

TEXTURE COATING

B97 SERIES (TYP.)

END BENTS & MSE WALLS

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

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

FL

**

REFER TO STRUCTURE PLANS

6" MIN.

**

TEXTURE

MAX. FACE OF FORMLINER

1" MIN. OVERHANG FROM

**

SHERWIN WILLIAMS COATING SCHEDULE

RAILINGS, BRIDGE BEAMS

PRECAST PANELS, WALL COPING, SLOPE PAVEMENT, TRAFFIC

LOCATIONS: CAST-IN-PLACE CONCRETE, ARCHITECTURAL

FORMLINER TEXTURE COLOR SCHEDULE

LOCATIONS: CAST-IN-PLACE CONCRETE, MSE WALL PANELS

FEDERAL COLOR #27038BL BLACK

ENLARGEMENTCONCRETE SLOPE PAVEMENT

MSE WALL SECTION

WITH CRASH BARRIER

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

HAUNCHED U-BEAM BRIDGE

SURFACE FINISH SCHEMATICS - U-BEAM &

2" TYP.

CAP

LB END BENT

BACKWALL

BL BEAM GRATING

GRADE

FINISH

TRAFFIC RAILING

SHEET AP-05

REFER TO

GRADE

FINISH

CANTILEVER WALL SECTION

LB

MSE WALL

COPING

FL

GRADE

FINISH

6" MIN.

LINK FENCE

E CHAIN

LB SLOPE PAVEMENT

CLASS 5 FINISH

LB MSE WALL COPING W/


APPLY FINISH COATINGS TO ALL REQUIRED ELEMENTS

INCIDENTALS NECESSARY TO PREPARE, CLEAN AND

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.

SPECIFICATION SECTION 400-15.2.6 OR AS SPECIFIED HEREIN.

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

AP-03

AESTHESTICS

FINISHING SCHEMATICS


429-205SR 429

REVISIONS


DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:


REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801


PARSONS

CONTACT LIST

E

CAST-IN-PLACE CONCRETE

CAST-IN-PLACE FORMLINER

KEY DESCRIPTION PATTERN/FINISH SPECIFICATIONS

F

G

I

CUSTOMROCK

ON-SITE CONTRACTORA2

CHAIN LINK FENCE VINYL COATED

GUARDRAIL GALVANIZED PER FDOT STANDARDS

BRIDGE BEAM REFER TO STRUCTURES PLANS

BEAM GRATING

2" MAX. RELIEF

CUSTOMROCK #1501-R2

A2: DARK BROWN (FEDERAL ID #33446)

A1: LIGHT BROWN (FEDERAL ID #33690)

2" MAX. RELIEF

CUSTOMROCK #1501-R2

COLOR

PHONE: (800) 474-3794

PHONE: (800) 4-SHERWIN

ANY DISTRIBUTOR

SHERWIN WILLIAMS

COATINGS1.

MANUFACTURER

WALL PANEL

MECHANICALLY STABILIZED EARTH (MSE)

COPING

MECHANICALLY STABILIZED EARTH (MSE)

FEDERAL ID #34227

DARK GREEN

FEDERAL ID #27038

BLACK

FEDERAL ID #33690

LIGHT BROWN 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

OR AUTHORITY APPROVED EQUAL

CHERRY HILL FABRICATION, INC.

A1

B

SIGN POSTSFEDERAL ID #27038

BLACK N/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 GRATING3.

MATERIAL FINISHES SCHEDULE

C

D

REFER TO SHEET AP-01

REFER TO SHEETS AP-01 AND AP-02

REFER TO SHEETS AP-01 AND AP-02

REFER TO SHEET AP-01

REFER TO ROADWAY/STRUCTURE PLANS FOR LOCATIONS

PER FDOT STANDARDS

" DEPTH21MINIMUM 2" X 2" SQUARE OPENING,

ALUMINUM MESHSEMI-GLOSS THERMOSET POWER COAT

H OVERHEAD SIGN/TRUSS N/A REFER TO SPECIAL PROVISIONSFEDERAL ID #26314

GREY

SEMI-GLOSS THERMOSET POWER COATAND SPECIAL PROVISIONS

SINGLE AND MULTI-POST SIGNS, REFER TO SHEET AP-01

ITS CABINENTSFEDERAL ID #20062

DARK BRONZE TBD SEMI-GLOSS THERMOSET POWER COAT REFER TO SHEET AP-01

EMAIL: [email protected]

WWW.CUSTOMROCK.COM

FAX: (651) 699-1830

PHONE: (651) 699-1345

ST. PAUL, MN 55116

2020 WEST 7TH STREET

CUSTOMROCK

FORMLINER2.

REFER TO SHEET AP-01 AND SPECIAL PROVISIONS

AP-04

MATERIAL

FINISHES SCHEDULE


429-205SR 429

REVISIONS


DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:


REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801


PARSONS

EQUAL

34" INTERMEDIATE OPEN JOINT1

2" V-GROOVE (TYP.)

8" (T

YP.)

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

" (T

YP.)

21

5

R7'-6" (TYP.)

A

A

TRAFFIC RAILING ELEVATION (32" HEIGHT)

VA

RIE

SV

ARIE

S

8"

BRIDGE DECK

FUTURE NOISE

WALL WHERE

SPECIFIED

5"

5"

MIN.

34" CHAMFER

(TYP.)"4

310

SECTION A-A

OPTIONAL JOINT (TYP.)

REFER TO BRIDGE

PLANS FOR JOINT

REQUIREMENTS

A1 RAILING CAP (TYP.)

A1 DECK SLAB (TYP.)

A2 ACCENT PANEL (TYP.)

A1 TRAFFIC RAILING (TYP.)

1'-6" (TYP.)

SEE NOTE #4

DECK JOINT (TYP.)

2'-

8"

3'-0" MAX.

6" MIN.,

EQUAL

" TYP.85

"

TY

P.

85

"811

32" HEIGHT F SHAPE

REFER TO NOTE #6 ON THIS SHEET FOR PANEL PLACEMENT

VARIES; SEE ROADWAY AND STRUCTURES PLANS FOR PANEL LENGTHS

V-GROOVE,

REFER TO

STRUCTURES PLANS

JOINTS WILL VARY BASED ON PROPOSED RAILING TYPES.

REQUIREMENTS RELATED TO TRAFFIC RAILING JOINTING.

REFER TO 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

OF DECK JOINTS. OPEN BARRIER JOINTS AT DECK JOINT

SEE STRUCTURES PLANS FOR LOCATION AND ORIENTATION4.

BRIDGES.

BE USED ON THE EXTERIOR FACE OF EACH BARRIER AT ALL

THE ARCHITECTURAL TRAFFIC RAILING TREATMENTS SHALL3.

REFER TO SHEET AP-03 FOR FOR SURFACE TREATMENTS.2.

DETAILS.

SEE STANDARD INDICES 420 AND 6110 FOR ADDITIONAL1.

TRAFFIC RAILING NOTES

AP-05

NOTES/SCHEMATICS

TRAFFIC RAILING AESTHESTICS


429-205SR 429

REVISIONS


DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:


REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801


PARSONS

O.C. SPACING VARIES **

END VIEWDOUBLE COLUMN PIER ELEVATION

END VIEW

A1 CAST-IN-PLACE PIER (TYP.)

FINISH GRADE

TRAFFIC RAILING (TYP.)

REFER TO SHEETS

AP-03 AND AP-05

BRIDGE DECK

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 AB CAST-IN-PLACE PIER WITH

FORMLINER TEXTURE (TYP.)

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.).

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

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

VA

RIE

S **

VA

RIE

S **

VARIES **

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

2" TYP.4" TYP.

VARIES **

3" (TYP.)

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

VARIES **

VA

RIE

S **

45° BEVELED CORNER (TYP.)


WITH CLASS 5 FINISH

B FORMLINER TEXTURE (TYP.)

PIER CAP REVEAL ENLARGEMENT SECTION A-A

A1 CAST-IN-PLACE PIER CAP

PIER CAP REVEAL


45° BEVELED CORNER

3" (T

YP.)

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

CAST-IN-PLACE PIER

L BRIDGE BEAM (TYP.)

REFER TO STRUCTURES

PLANS FOR BEAM TYPE

REFER TO RELIEF ENLARGEMENT (TYP.)

PIER CAP REVEAL ENLARGEMENT

2'-6"

FO

R

FO

RM

LIN

ER

RE

QUIR

EM

EN

TS

SH

EE

TS

AP-

01 -

AP-

02

TE

XT

UR

E

RE

LIE

F;

RE

FE

R

TO

3"

FO

RM

LIN

ER

WIT

H 2"

MA

X.

2'-

6"

AP-06

BRIDGE PIER SCHEMATICS -

MULTI-COLUMN PIER


429-205SR 429

REVISIONS


DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:


REF. DWG. NO.

SHEET NO.


CENTRAL FLORIDA

PROJECT NO.

CJF 11-15

CJF 11-15

SDM 11-15



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801


PARSONS

A

A

SECTION A-A

A1 WALL COPING

FINISH GRADE

FINISHED GRADE

SLOPE CAP TO DRAIN

FINISHED GRADE

SUBGRADE

CONCRETE FOOTER

A1 WALL COPING

GUTTER

**

**

PLANS

STRUCTURE

REFER TO

GR

AD

E

BE

LO

W

1'-

0"

MIN.

VA

RIE

S

VA

RIE

S

PL

AN

S

ST

RU

CT

UR

E

RE

FE

R

TO

PL

AN

S

ST

RU

CT

UR

E

RE

FE

R

TO

CANTILEVER WALL ELEVATION

B CAST-IN-PLACE CANTILEVER WALL

WITH FORMLINER TEXTURE

CONCRETE FOOTER

B CAST-IN-PLACE

CANTILEVER WALL

WITH FORMLINER

TEXTURE

**

**

VA

RIE

S

VARIES

VARIES

LIMITS OF SUPERSTRUCTURE**

PL

AN

S

ST

RU

CT

UR

E

REFE

R T

O

VARIES

FINISH GRADE

**LIMITS OF SUPERSTRUCTURE

VA

RIE

S

UNDERBRIDGE MSE WALLTOP OF LEVELING PAD

(TYP.)

BRIDGE DECK

A1 BEAM SEAT (TYP.)

FINISH GRADE

A1 A2 TRAFFIC RAILING BARRIER

SEE NOTE 1)

(BRIDGE BEAM NOT SHOWN,

G BEAM GRATING (TYP.)

D MSE WALL COPING

C MSE WALL PANEL (TYP.)

**

TOP OF COPING

NOTES

2" V-GROOVE **

CIP WALL EXPANSION JOINT **

** REFER TO RETAINING WALL PLANS FOR SPECIFIC DIMENSIONS AND DETAILS

REFER TO SHEET AP-04 FOR MATERIAL FINISHES SCHEDULE.3.

REFER TO SHEET AP-03 FOR COATING INFORMATION.2.

REFER TO STRUCTURES PLANS FOR ADDITIONAL INFORMATION.1.

2" V-GROOVE **

E CHAIN LINK FENCE

AP-07

WALL SCHEMATICS

MISCELLANEOUS

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