Exhibit_3_Curb_Ramp_Drawings_11.1.24.pdf

CITY OF CASSELBERRY, FLORIDA

CONTRACT PLANS

Project Location

SHEET

NO.

SHOP DRAWINGS TO BE SUBMITTED TO:

PLANS PREPARED BY:

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

BRIAN A. MACEWEN, P.E.

VANASSE HANGEN BRUSTLIN, INC.

225 E. ROBINSON STREET, SUITE 300

ORLANDO, FL 32801

PW 2309 ROAD REHABILITATION

ADA & PAVEMENT IMPROVEMENTS

ROADWAY PLANS

PROFESSIONAL OF RECORD: Brian A. MacEwen, P.E.

P.E. NO.: 81432

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\KEYSRD01.dwg5/15/2024 2:27 PM

COMPONENTS OF CONTRACT PLANS SET

ROADWAY PLANS

FINAL SUBMITTAL

DATE: MAY 15, 2024

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

CITY PUBLIC WORKS/UTILITIES DIRECTOR: KELLY H. BROCK, P.E.

CITY PROJECT MANAGER/PUBLIC WORKS DIVISION DIRECTOR: MARTIN BUTCHER

BID NOTES:

1. THIS BID INCLUDES ALL SIDEWALKS, CURB RAMPS, CURBS, SIGNAGE ADJUSTMENTS, MILL AND RESURFACE

LIMITS, BASE REPAIR LIMITS, & NEW ROADWAY CONSTRUCTION. ALL STRIPING ASSOCIATED WITH THE MILL & RESURFACE LIMITS (CROSSWALKS, EDGE STRIPES, CENTERLINE STRIPING, STOP BARS, ETC.) IS ALSO INCLUDED.

2. THIS BID EXCLUDES THE FOLLOWING IMPROVEMENTS TO BE COMPLETED BY OTHERS: MICROSURFACING, NEW SIGNAGE INSTALLATION, AND ALL STRIPING ASSOCIATED WITH THE MICROSURFACING LIMITS. ALL IMPROVEMENTS RELATED TO THE MICROSURFACING LIMITS SHOWN ON THESE PLANS IS FOR INFORMATIONAL PURPOSES ONLY. SEE ADDITIONAL CONTRACT DOCUMENTS TO REFERENCE STREETS TO BE MICROSURFACED.

BEE LINE

EXPRESSWAY

FLORIDA STURNPIKE

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

LAKE CITY

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOW

ST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY OF CASSELBERRY, FLORIDA

CONTRACT PLANS

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 - 3 GENERAL NOTES

4 TYPICAL CURB RAMP DETAILS

5 RAISED CROSSWALK DETAILS

6 - 48 INTERSECTION PLANS

49 - 56 BASE REPAIR AREAS

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2023-24 S tandard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).

Standard Plans for Road Construction and associated Irs are available at the following website:

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY2023-24 Standard Specifications for Road and Bridge Construction at the following website:

http://www.fdot.gov/design/Standardplans.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks https://www.pdf-xchange.com/product/pdf-xchange-editor

GENERAL

1. BASE PLANS WERE GENERATED USING RECENT AERIALS AND FIELD MEASUREMENTS.

DESIGN SURVEY WAS NOT CONDUCTED. THE CONTRACTOR SHALL COORDINATE WITH

THE ENGINEER TO FINALIZE LOCATION AND ORIENTATION OF EACH RAMP PRIOR TO

ITS CONSTRUCTION, AND TO RESOLVE UNFORESEEN ISSUES THAT MAY OCCUR.

2. CONTRACTOR SHALL NOTIFY "SUNSHINE 811" (1-800-432-4770) AT LEAST 72 HOURS

BEFORE EXCAVATING. CONTRACTOR IS REQUIRED TO UPDATE LOCATES MONTHLY

DURING CONTRACT TERM.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND

LOCAL REQUIREMENTS.

4. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL

BE CONSTRUCTED IN CONFORMANCE WITH STANDARDS OF THE FEDERAL AMERICANS

WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS

(WHICHEVER ARE MORE STRINGENT).

5. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS

SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE SOD. SOD SHALL

MATCH EXISTING SOD TYPE.

6. WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL

STANDARDS.

7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION

NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND

POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE

SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT

ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.

8. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST

EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGN ASSEMBLY

LOCATIONS SHOWN ON THE PLANS WHICH ARE IN CONFLICT WITH LIGHTING,

UTILITIES, DRIVEWAYS, WHEEL CHAIR RAMPS ETC. MAY BE ADJUSTED AS DIRECTED

BY THE ENGINEER.

9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL

CONDITION AT THE CONTRACTOR'S EXPENSE.

10. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE

AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF

SUCH OCCURS.

11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO

PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO

REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

13. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE

NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION.

PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF

INTENT WITH THE FDEP AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN

IN ACCORDANCE WITH THE NPDES REGULATIONS. CONTRACTOR SHALL CONFIRM THE

OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA.

14. CONSTRUCTION MATERIALS AND EXCAVATED MATERIALS SHALL BE STORED OR STOCK

PILED WITHOUT CAUSING ANY OBSTRUCTION OR INCONVENIENCE TO THE RESIDENTS

AND/OR BUSINESSES.

15. CONTRACTOR SHALL NOTIFY RESIDENTS AND/OR BUSINESSES TWO WEEKS PRIOR TO

CONSTRUCTION. IN ADDITION, CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS

PRIOR TO ANY WATER OUTAGE AND SERVICE OUTAGES SHALL BE PROVIDED AT 2

WEEKS AND 48 HOUR INTERVALS.

16. CONTRACTOR SHALL COMPLY WITH CITY ORDINANCES WITH REFERENCE TO PROJECT

NOISE LEVELS. NORMAL OPERATIONAL HOURS FOR THIS PROJECT SHALL BE 7:00 AM

TO 5:30 PM MONDAY THRU FRIDAY. SATURDAY OPERATIONS IF APPROVED MAY REQUIRE

CONTRACTOR TO PAY CITY STAFF COSTS.

17. CONTRACTOR IS RESPONSIBLE FOR EMPLOYEE CONDUCT AND TEMPORARY RESTROOM

FACILITIES.

18. REFER TO THE CITY'S CONTRACT DOCUMENT FOR PROJECT CLOSE OUT REQUIREMENTS,

INCLUDING RECORD DRAWING AND AS-BUILT SURVEY.

19. CONTRACTOR TO COORDINATE WITH THE CITY TO DETERMINE THE COLOR, MATERIAL,

AND PATTERN FOR THE RAISED CROSSWALKS AND AT GRADE CROSSWALKS.

20. MAILBOX RELOCATIONS SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS

110-200.

UTILITIES

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN

APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE

NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE

UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE,

SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT

GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT

THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND

BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE

EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO

EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH

EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN

THE PUBLIC RIGHTS OF WAY AND EASEMENTS.

2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR

EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT

BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY

SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE

INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE

RESOLUTION OF THE CONFLICT, CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO

PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR

ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE

CONFLICT.

3. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS

GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH

ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH

ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.

5. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR

PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF

GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES,

WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY.

LAYOUT AND MATERIALS

1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND

ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE

DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,

MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF

SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,

SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT

SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER

COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE

CONTRACT DOCUMENTS.

DEMOLITION

1. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.

NO BURNING ALLOWED FOR THIS PROJECT.

EROSION CONTROL

1. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY

APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS

IDENTIFIED IN FEDERAL, STATE, AND LOCAL PERMITS, GUIDELINES, REGULATIONS,

AND APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.

2. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT

SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH

SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

GENERAL NOTES 1

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\GNNTRD01.dwg5/15/2024 2:29 PM

3. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH

MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,

SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

4. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND

COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES

AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.

5. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO

PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO

REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO CITY.

6. PURSUANT TO COMPONENT 9.C. CONSTRUCTION SITE RUNOFF - SITE OPERATOR

TRAINING OF THE CITY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

PERMIT, ALL SITE INSPECTORS AND SITE OPERATORS (EMPLOYED BY OR UNDER

CONTRACT WITH THE CITY) INVOLVED IN THE SITE PLAN REVIEW, INSPECTION OR

CONSTRUCTION OF STORMWATER MANAGEMENT, EROSION, AND SEDIMENTATION

CONTROLS SHALL BE CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION, AND

SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM, OR AN EQUIVALENT

PROGRAM APPROVED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

DOCUMENTATION OF SUCH CERTIFICATION SHALL BE PROVIDED TO THE CITY PRIOR

TO COMMENCEMENT OF CONSTRUCTION ACTIVITY.

7. CONTRACTOR SHALL SUBMIT NPDES NOTICE OF TERMINATION (NOT) FORM.

MEASUREMENT AND PAYMENT

1. MATERIALS, EQUIPMENT, SKILLS, TOOLS, AND LABOR WHICH IS REQUIRED TO PERFORM

THE WORK NECESSARY FOR THE PROPER COMPLETION OF THE WORK IN A

SUBSTANTIAL MANNER AND IN COMPLIANCE WITH THE REQUIREMENTS STATED OR

IMPLIED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE FURNISHED AND

INSTALLED BY CONTRACTOR WITHOUT ADDITIONAL COMPENSATION, WHETHER

SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS OR NOT THESE ITEMS ARE

CONSIDERED INCIDENTAL TO THE BID ITEMS SHOWN IN THE BID FORM.

2. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT CLEANUP IS

CONSIDERED A PART OF THE WORK OR CONSTRUCTION. NO PAYMENT WILL BE MADE

UNTIL CLEANUP IS ESSENTIALLY COMPLETE. ANY DAMAGE TO EXISTING STRUCTURES

DURING PROPOSED CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT NO

ADDITIONAL COST TO THE CITY.

3. ANY LANDSCAPING OR IRRIGATION ITEMS (GROUND COVER, BUSHES OR TREES)

DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PLACING ADVANCE WARNING SIGNS AND

TRAFFIC CONTROL DEVICES TO PROTECT WORK ZONES. UTILIZE FDOT STANDARD 600

SERIES TO MAINTAIN EXISTING TRAFFIC.

2. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT A SAFE, UNOBSTRUCTED

ROUTE EXISTS FOR PEDESTRIANS, AS NECESSARY. UTILIZE FDOT STANDARD 600

SERIES.

3. THE CONTRACTOR SHALL NOTIFY CITY OF CASSELBERRY PUBLIC WORKS DEPARTMENT,

POLICE DEPARTMENT, SEMINOLE COUNTY FIRE DEPARTMENT AND SEMINOLE COUNTY

SCHOOLS WITHIN 2 DAYS OF ANTICIPATED DISRUPTION OF THE NORMAL FLOW OF

TRAFFIC, INCLUDING LANE CLOSURES AND DETOURS.

4. ONE LANE OF THE ROADWAY IS TO REMAIN OPEN AT ALL TIMES.

5. DRIVEWAYS AND INTERSECTIONS SHALL NOT BE BLOCKED.

SIGNING AND PAVEMENT MARKING NOTES

1. PAVEMENT MARKINGS TO CONFORM TO M.U.T.C.D LATEST EDITION, FDOT DESIGN

STANDARDS LATEST EDITION, DISTRICT 5 SIGNING AND PAVEMENT MARKING

PREFERENCES.

2. CONTRACTOR SHALL REMOVE ANY PAVEMENT MARKINGS IN CONFLICT WITH THE

PROPOSED PAVEMENT MARKINGS. EXISTING PAVEMENT MARKINGS SHALL BE REMOVED

BY GRINDING.

3. ALL PAVEMENT MARKINGS TO BE LEAD AND SOLVENT FREE ALKYD THERMOPLASTIC.

4. ALL EXISTING TRAFFIC SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE

PLANS.

5. THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD

ADJUSTMENT AS DIRECTED BY THE ENGINEER.

6. FOR SIGN INSTALLATION DETAILS, REFER TO FDOT STANDARD PLANS FOR ROAD

CONSTRUCTION NOS. 700-010 AND 700-101.

7. ANY DAMAGE TO EXISTING SIGNS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL

BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

8. MINIMUM WIDTH OF PROPOSED CROSSWALK SHALL BE 10 FT, UNLESS OTHERWISE

NOTED IN THE PLANS.

9. ALL PROPOSED NEW SIGNS TO BE BY OTHERS. SHOWN FOR INFORMATIONAL

PURPOSES ONLY.

10. CONTRACTOR TO INCLUDE B/B RPM'S FOR ALL STREETS WHEN A FIRE HYDRANT IS

PRESENT.

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

GENERAL NOTES 2

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\GNNTRD01.dwg5/15/2024 2:29 PM

5'

7' ****

MATCH EXIST.

SIDEWALK

WIDTH

EXIST. 2' MIAMI CURB

& GUTTER TO REMAIN

2'

DETECTABLE

WARNING DEVICE

SEE PLANS FOR LIMITS OF

SIDEWALK RECONSTRUCTION.

SIDEWALK RECONSTRUCTION

SHALL BE EXTENDED TO

NEAREST JOINT.

EXIST. GROUND

SOD VARIES

1.75' AVG.

VARIES(1:3 MAX.) 0.02 1:12

VARIES

5.87' AVG.

4'

VARIES

0.25' AVG.

2' ADA DROP CURB

(SEE DETAIL)N.T.S.

A

A

1' LEVEL

EX

IS

T.

C

ON

C.

3' CURB TRANSITION

(TYP.)

SECTION A-A

MIAMI/DROP

CURB

SOD LIMITS

SOD LIMITS

5' 7' ****

EXIST. 2' MIAMI CURB

& GUTTER TO REMAIN

2'

DETECTABLE

WARNING DEVICE

≤ 1:1

A

EX

IS

T.

C

ON

C.

3' CURB TRANSITION

(TYP.)

MIAMI/DROP

CURB

SOD LIMITS

SOD LIMITS

MATCH TO EXIST.

SIDEWALK

N.T.S.

TYPICAL CURB RAMP WITH

EXISTING SLOPES > 1:12

N.T.S.

TYPICAL CURB RAMP WITH

EXISTING SLOPES <= 1:12

N.T.S.

MIAMI CURB DETAIL

12" 12"

7"9" 6"

NOTES:

1. TYPICAL RAMP LOCATION UNLESS NOTED OTHERWISE BY ALPHA-IDENTIFICATION PER

FDOT STANDARD PLAN INDEX 522-002 OR STAND ALONE DETAIL.

2. ALL CONCRETE WORK ASSOCIATED WITH THE PROPOSED ADA RAMPS AND CURBS

SHALL BE COMPLETED PRIOR TO ANY ROADWAY IMPROVEMENTS WITHIN PROXIMITY OF

SUCH WORK.

3. COSTS ASSOCIATED WITH DROP CURBS CONSTRUCTION SHALL BE INCLUDED WITH

THE PAY ITEM 520-1-99 CONCRETE CURB AND GUTTER, MIAMI CURB (LF).

* RAMP LONGITUDINAL SLOPE SHOULD BE õ 5%. WHEN SLOPES ARE > 5% (8.33% MAX.), THEN THE RAMP LENGTHS ARE AS FOLLOWS:

30 LF MAX. RAMP LENGTH FOR SLOPES > 6.25%

40 LF MAX. RAMP LENGTH FOR SLOPES õ 6.25%

** MAX. SIDEWALK CROSS SLOPE SHALL BE 2%

*** MAX. CURB RAMP SLOPE SHALL BE 1:12

**** 10 FEET FOR TWO-WAY CROSSINGS

EDGE OF TRAVEL

EDGE OF TRAVEL

6'

4'

12'

6' 5'

SPEED CUSHION DETAIL

12" WHITE

MARKINGS/ 12"

SPACING

0.5'

N.T.S.

6'

4'

3'

1:1

3"

SP-9.5 ASPHALT

3'

1'

2'

2'

EDGE OF PAVEMENT

EDGE OF PAVEMENT

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

\\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\TYPSRD01.dwgBrian MacEwen 5/15/2024 2:30:11 PM

TYPICAL CURB RAMP DETAILS

B

B

AA

SECTION D-D

SECTION A-A

SECTION B-B

RAMP

RAMP

RA

ISE

D C

RO

SS

WA

LK

RAISED CROSSWALK WITH RC CHANNEL GUTTER

RAISED CROSSWALK

PLAN VIEW

CURB AND GUTTER

(SEE DETAILS)

RC CHANNEL GUTTER

A

AB

D

D

RAISED CROSSWALK

SECTION A-A

6"6"

7.

RAISED CROSSWALK DETAIL

6"6"

A

A B

B

D

D

RAISED CROSSWALK CURB TRANSITION DETAIL

B

TYPE F CURB TRANSITION

PLAN VIEW

10' 10' 10'

RC CHANNEL GUTTER

I II

IV IV

II I

10' 10'

10'

10'

RAISED CROSSWALK

ISOMETRIC VIEW

12'

C

C

SIDEWALK

SECTION C-C

6"6"

C

C

3.5"

2'-0" MIN.

DETECTABLE WARNING

EDGE OF RAISED CROSSWALK

EDGE OF RAISED CROSSWALK

PAVEMENT

TYPE F CURB

AND GUTTER SIDEWALK

RAISED CROSSWALK

SURFACE

PAVEMENT

RC CHANNEL

GUTTER

PAVEMENT

RAISED CROSSWALK

SURFACE

CAST IRON

FRAME

RC CHANNEL GUTTER

3.5"

RAISED

CROSSWALK

SURFACE

PAVEMENT

RC CHANNEL

GUTTER

EXIST.

TYPE F CURB AND GUTTER

BACK OF SIDEWALK

EDGE OF

RAISED

CROSSWALK

EDGE OF

RAISED

CROSSWALK

III III

GRATE

(6" Typ.)

I - II : TRANSITION FROM SECTION

A-A TO SECTION B-B.

III - IV : TRANSITION FROM SECTION

B-B TO SECTION C-C.

IV - IV : MAINTAIN SECTION D-D.

IV - III : TRANSITION FROM SECTION

C-C TO SECTION B-B.

II - I : TRANSITION FROM SECTION

B-B TO SECTION A-A.

NOTES:

1. PROP. CONC. CROSSWALKS TO INCLUDE

OPTIONAL INTEGRATED COLOR IN BASE

BID INCIDENTAL TO COST OF CONC.

(COLOR TO BE CHOSEN BY CITY)HEEL-SAFE GRATE (TYP.)

2'

2'

2'

SIDEWALK

SIDEWALK

SIDEWALK

12'

RC CHANNEL

GUTTER

CURB & GUTTER

DETECTABLE

WARNING

SURFACE

8" CLASS I (PAVEMENT) CONCRETE W/

#4 @ 8" (E.W.) CENTERED IN SLAB

10' 12' 10'

RAISED CROSSWALK

SECTION A-A

CROSS SECTION VIEW

RAISED CROSSWALK SURFACE

3.5"

¡ RAISED CROSSWALK

MILL & RESURFACE

EXIST. BASE

OVERBUILD (SP-9.5)

0.02

RAISED CROSSWALK

SECTION B-B

CROSS SECTION VIEW

EXISTING BASE

¡ ROADWAY

RAISED CROSSWALK SURFACE

EXISTING ASPHALT

ELEVATION

SIDEWALK

RC CHANNEL GUTTER

RC CHANNEL GUTTER

0.02

PATH

10' 10'12'10'10' 10' 10'

EXIST. TYPE B STABILIZATION

5"-2" BINDER COURSE (ASPHALT TYPE SP)

5"-2" BINDER COURSE (ASPHALT TYPE SP)

EXIST. TYPE B STABILIZATION

SLEEPER SLAB REINFORCEMENT (TYP.) #4 @ 8" (E.W.) CENTERED IN SLAB (TYP.)

#4 @ 8" (E.W.) CENTERED

IN SLAB (AS SHOWN)

8"

MODIFIED

FLEXIBLE

PAVEMENT

DESIGN

MODIFIED

FLEXIBLE

PAVEMENT

DESIGN

CLASS I (PAVEMENT) CONCRETE

(THICKNESS VARIES)

3.5" 3.5"

8" TYP.

4" BINDER COURSE (ASPHALT TYPE SP)4" BINDER COURSE (ASPHALT TYPE SP)

OPTIONAL BASE GROUP

OPTIONAL BASE GROUP

RAISED CROSSWALK

SECTION B-B

VARIES VARIES

TRAVEL

LANE

TRAVEL

LANE

0.02 0.02

PGL

EXIST. TYPE B STABILIZATION

CONCRETE

SIDEWALK

SEE NOTE 1

ASPHALT RAISED CROSSWALK

BID ALTERNATIVE #4

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

RAISED CROSSWALK

DETAILS 5

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\TYPSRD02.dwg5/15/2024 2:30 PM

STOP

ST

OP

CR

YS

TA

L

BO

W L

CI

R

AV

AL

ON

C

T

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

AVALON BLVD

R1-1

SIGN TO REMAIN

M

ATC

H

LIN

E S

H E E T 7

R1-1

SIGN TO REMAIN

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

14 LF OF 24" WHITE STOP BAR

GRIND EXIST. STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

EXIST. STOP BAR

TO REMAIN

INSTALL BIKE LANE MARKINGS

(TYP.)

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

6" SKIP 2'-4" WHITE

N 10 40

Feet

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

AVALON BLVD &

AVALON CT

INTERSECTION PLAN 1

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

ST

OP

STOP

ALL WAY

AL

L

W

AY

ALL W

AY

AVALON BLVD

AV

AL

ON

B

LV

D

LA

D Y

S U S

AN

D R

DEW

DROP PARK

1301 AVALON BLVD

1292 AVALON BLVD

R1-1 R1-3P

SIGNS TO BE

RELOCATED

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

MATCHLINE SHEET 8

M

AT

C H

LI

N E S

H E E T

R1-1 R1-3P

SIGNS TO REMAIN

R1-1 R1-3P

SIGNS TO REMAIN

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

68 LF OF 6"

DOUBLE YELLOW

WITH RPM'S AT

40' C.C. ALONG

CURVE

127 LF OF 6" SOLID DOUBLE YELLOW

W/ Y/Y RPMS @ 40' 0.C. ALONG CURVE

EXIST. STOP BAR TO REMAIN

INSTALL BIKE LANE MARKINGS

(TYP.)

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

EXIST. STOP BAR TO REMAIN

EXIST. WATER VALVE

TO REMAIN

EXIST. STOP BAR TO REMAIN

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

AVALON BLVD & LADY

SUSAN DR

INTERSECTION PLAN 2

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

STOP

AVALON BLVD

P R

IN

C E P

H

IL

IP

D

R

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

CONCRETE REMOVAL

CORNW

ALL CT

R1-1

SIGN TO REMAIN

R1-1

SIGN TO REMAIN

M

ATC

H

LIN

E S

H E E T 9

MATCHLINE SHEET 7

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

129 LF OF 6" DOUBLE

YELLOW WITH Y/Y

RPM'S AT 5' C.C ALONG

CURVE

145 LF OF 6"

DOUBLE YELLOW

WITH Y/Y RPM'S

AT 5' C.C.

ALONG CURVE

EXIST. STOP BAR

TO REMAIN

EXIST. STOP BAR

TO REMAIN

REMOVE EXIST. CONC.

PROP. 14 SF SOD

INSTALL BIKE LANE MARKINGS

(TYP.)

INSTALL BIKE LANE MARKINGS

(TYP.)

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

AVALON BLVD &

PRINCE PHILIP DR

INTERSECTION PLAN 3

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

STOP

AV

ALO

N B

LVD

CAN

TE

R B U R

Y CIR

CANTE

RBURY CIR

R1-1

SIGN BY OTHERS

R1-1

SIGN BY OTHERS

M

AT

C H

LI

N E S

H E E T

MATCHLINE SHEET 16

M

ATC

H

LIN

E S

H E E T 10

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

12 LF OF 24" WHITE

STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

15 LF OF 24" WHITE

STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

191 LF OF 6"

DOUBLE YELLOW

WITH Y/Y RPM'S

AT 5' C.C.

ALONG CURVE

87 LF OF 6"

DOUBLE YELLOW

WITH RPM'S AT

40' C.C. ALONG

CURVE

23 LF OF 6"

DOUBLE YELLOW

WITH Y/Y RPM'S

AT 5' C.C.

ALONG CURVE

INSTALL BIKE LANE MARKINGS

(TYP.)

INSTALL BIKE LANE MARKINGS

(TYP.)

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE

(TYP.)

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

AVALON BLVD &

CANTERBURRY CIR

INTERSECTION PLAN 4

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

AVALON BLVD

CANTERBURY CIR

M

AT

C H

LI

N E S

H E E T

MATCHLINE SHEET 11

MATCHLINE SHEET 17

167 LF OF 6"

DOUBLE YELLOW

WITH Y/Y RPM'S AT

5' C.C. ALONG CURVE

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

N

10 40

Feet

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

AVALON BLVD &

CANTERBURRY CIR

INTERSECTION PLAN 5

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

PRINCE PHILIP DR

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

AV

AL

ON

B

LV

D

R1-1

SIGN TO REMAIN

MATCHLINE SHEET 10

MATCHLINE SHEET 12

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

6" DOUBLE YELLOW

WITH RPM'S AT 40'

C.C. ALONG CURVE

EXIST. STOP BAR

TO REMAIN

INSTALL BIKE LANE MARKINGS

(TYP.)

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

AVALON BLVD & PRINCE

PHILIP DR

INTERSECTION PLAN 6

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

STOP

ALL WAY

AV

AL

ON

B

LV

D

BENWICK WAY

GUINEVERE DR

R1-1

SIGN TO REMAIN

MATCHLINE SHEET 11

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

CONCRETE REMOVAL

R1-1 R1-3P

SIGNS TO REMAIN

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

14 LF OF 24"

WHITE STOP BAR

EXIST. STOP BAR

TO REMAIN

INSTALL BIKE LANE MARKINGS

(TYP.)

6" SOLID WHITE STRIPE

PROP. 4' BIKE LANE (TYP.)

PROP. 4' BIKE LANE (TYP.)

REMOVE EXIST. CONC.

PROP. 19 SF SOD

REMOVE EXIST. CONC.

PROP. 30 SF SOD

6" SKIP 2'-4' WHITE

N 10 40

Feet

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

AVALON BLVD &

BENWICK

INTERSECTION PLAN 7

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:02 PM

S U

S H

W Y

BUTTON RD

LEGEND

DETECTABLE WARNING

M

ATC

H

LIN

E S

H E E T 14

6" DOUBLE YELLOW STRIPE

18" SOLID YELLOW STRIPE (TYP.)

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

SHARROW (TYP.)

BEGIN MILLING & RESURFACING

AT EXIST. PAVEMENT BREAK

PROP. TURN ARROW

(TYP.)

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

BUTTON RD & US HWY 17 92

INTERSECTION PLAN 8

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:03 PM

STOP STOP

BUTTON RD

S U N S E T

D R N

S E M

IN

OLA B

LV

D

LEGEND

DETECTABLE WARNING

R1-1

SIGN TO REMAIN

R1-1

SIGN TO REMAIN

M

AT

C H

LI

N E S

H E E T

6" DOUBLE YELLOW STRIPE

SHARROW (TYP.)

6" SOLID WHITE STRIPE

6" DOUBLE YELLOW STRIPE

18" SOLID YELLOW

STRIPE (TYP.)

6" SOLID

YELLOW STRIPE

6" SOLID WHITE STRIPE

6" SOLID WHITE STRIPE

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

14 LF OF 24" WHITE

STOP BAR

6" SOLID WHITE STRIPE

18" SOLID WHITE STRIPE

(TYP.)

24 LF OF 24" WHITE

STOP BAR

6" SOLID WHITE STRIPE

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

EXIST. STOP BAR

TO REMAIN

EXIST. STOP BAR

TO REMAIN

END MILLING & RESURFACING

AT EXIST. PAVEMENT BREAK

PROP. TURN ARROW

(TYP.)

N 10 40

Feet

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

BUTTON RD & SUNSET DR N

INTERSECTION PLAN 9

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:03 PM

OP

CAMELIA DR

N W

IN

TE

R

PA

RK

D

R

R1-1

SIGN TO BE

RELOCATED

SPECIAL EMPHASIS CROSSWALK

MARKINGS (8' WIDTH) PER

STANDARD PLAN 711-001

GRIND EXIST. CONFLICTING

MARKINGS

17 LF OF 24" WHITE STOP BAR

GRIND EXIST. STOP BAR

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

CAMELIA DR & N WINTER

PARK DR INTERSECTION

PLAN 10

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:03 PM

OP

C

AN

TE

R B U R Y

C

IR

LADY AMY DR

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

NOTE:

LADY AMY DR. NOT

BEING RESURFACED

R1-1

SIGN TO REMAIN

MATCHLINE SHEET 9

M

ATC

H

LIN

E S

H E E T 17

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

EXIST. STOP BAR

TO REMAIN

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

LADY AMY DR &

CANTERBURY CIR

INTERSECTION PLAN 11

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:03 PM

LADY AMY DR

C

AN

TE

R B U R Y

C

IR

R1-1

SIGN TO REMAIN

M

AT

C H

LI

N E S

H E E T

MATCHLINE SHEET 10

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

EXIST. STOP BAR

TO REMAIN

NOTE:

LADY AMY DR. NOT

BEING RESURFACED

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

CANTERBURY CIR &

LADY AMY DR

INTERSECTION PLAN 12

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD01 - CR.dwg5/15/2024 2:03 PM

REPLACE 41' OF MIAMI CURB

REPLACE 39' OF MIAMI CURB

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

CRYSTAL BOWL CIR

CHANEY DR

CH

AN

E Y

CT

REMOVE CONCRETE CROSSING CHANEY DR.

PROP. 15 SF SOD

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

R1-1

SIGN TO REMAIN STOP

EXIST. LIGHT

POLE TO REMAIN

EXIST. LIGHT

POLE TO REMAIN

STOP

R1-1

SIGN TO REMAIN

12 LF OF 24"

WHITE STOP BAR

11 LF OF 24"

WHITE STOP BAR

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

CONCRETE REMOVAL

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

CHANEY DR & CRYSTAL

BOWL CIR

INTERESCTION PLAN 13 18

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD02 - CR.dwg5/15/2024 12:29 PM

OL

D O

AK

P

OI

N T

OA

K P

AR

K P

L

OAK PARK PL

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

12 LF OF 24"

WHITE STOP BAR

GRIND EXIST.

STOP BAR

R1-1

SIGN TO BE

RELOCATED

STOP

REPLACE 41 LF

OF MIAMI CURB

EXIST. MIAMI CURB

TO REMAIN

S U N S E T

D R

IV

E

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

OAK PARK PL INTERSECTION

PLAN 14

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD02 - CR.dwg5/15/2024 12:29 PM

BAY ST

CONST. 6' CONC. S/W

CONST. 6' CONC. S/W

IVE

Y RD

CONST. 6' CONC. S/W

F R

AN

C E S

AV

E

CONST. 6' CONC. S/W

MATCHLINE SHEET 21

12'

12.5'

EXIST. FENCE (TO REMAIN)

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

STOP

R1-1

SIGN TO BE

RELOCATED

9 LF OF 24"

WHITE STOP BAR

10 LF OF 24"

WHITE STOP BAR

STOP

R01-01

SIGN BY OTHERS

EOI

WATER

WATER

EOI

WATER

WATER

BAY ST

CONST. 6' CONC. S/W

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

CONST. 6' CONC. S/W

IVE

Y RD

12'

EXIST. FENCE (TO REMAIN)

MATCH EXIST. S/W

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

STOP

R1-1

SIGN TO BE

RELOCATED

9 LF OF 24"

WHITE STOP BAR

10 LF OF 24"

WHITE STOP BAR

STOP

R01-01

SIGN BY OTHERS

CONST. 6' CONC. S/W

FRANCE

S

AVE

244 FRANCES AVE

243 FRANCES AVE

EXIST. LIGHT POLE & FIRE

HYDRANT (TO REMAIN)

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

FRANCES AVE & BAY ST

INTERSECTION PLAN 15

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD02 - CR.dwg5/15/2024 12:29 PM

SEMINOLA BLVD

FRANCES AVE

BAY STFR

AN

CE

S

AV

E

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

REGRADING

CONST. 6' CONC. S/W

CONST. 5' CONC. S/W

IVEY RD

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

CONST. 20 LF

OF ALUM. HANDRAIL

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

18 LF OF 24" WHITE

7 LF OF 24" WHITE

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

R1-1

SIGN TO REMAIN

STOP

R1-1

SIGN TO REMAIN

STOP

CONST. 6' CONC. S/W

MATCHLINE SHEET 20

10'

30'

15.4' 22'

HE

RE

ST

OP

FO

R

R1-5b

SIGN BY OTHERS

R1-5b

SIGN BY OTHERS

HERE STOP

FOR

R1-5bl

SIGN BY OTHERS

R1-5bl

SIGN BY OTHERS

9 LF OF 24" WHITE

9 LF OF 24" WHITE

HE

RE

ST

OP FO

R

HERE

STOP

FOR

EXIST. MAILBOX

TO REMAIN

EXIST. MAILBOX

TO BE RELOCATED

14 LF OF 24" WHITE

SP

EE

D

LI

M

IT

R2-1 SIGN

TO REMAINSPEED

LIMIT

10'

STOP

R1-1

SIGN TO REMAIN

W1-1 SIGN TO

BE RELOCATED

R2-1 SIGN

TO REMAIN

R5-2

SIGN ASSEMBLY

TO BE RELOCATED

R20'

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

IVEY RD & FRANCES AVE

INTERSECTION PLAN 16

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD02 - CR.dwg5/15/2024 12:29 PM

STOP LE

M

ON

L N

S CYPRESS WAY

LI

M E R

D

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

CONCRETE REMOVAL

REGRADING

R1-1

SIGN BY OTHERS

AHEAD

W11-2 W16-07PL

SIGNS BY OTHERS

W11-2 W16-09P

SIGNS BY OTHERS

M

ATC

H

LIN

E S

H E E T 23

CONST. 5' CONC. S/W

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

10 LF OF 24" WHITE STOP BAR

REGRADE SOD IN FRONT OF S/W TO FILL IN DROP

OFFS TO MEET ADA COMPLIANCE (TYP.)

(BID ALTERNATE)

EXIST. TREE

TO BE REMOVED

REMOVE EXIST. CONC.

PROP. 86 SF OF SOD

EXIST. POLE TO REMAIN

EXIST. LIGHT

POLE TO REMAIN

EXIST. HYDRANT

TO REMAIN

EXIST. COMMUNICATIONS

BOX TO REMAIN

REGRADE SOD IN FRONT OF

S/W TO FILL IN DROP OFFS TO

MEET ADA COMPLIANCE (TYP.)

(BID ALTERNATE #3)

EXIST. MES

TO REMAIN

EXIST. MES

TO REMAIN

EXIST. INLET

TO REMAIN

AHEAD

W11-2 W16-09P

SIGNS BY OTHERS

W11-2 W16-07PL

SIGNS BY OTHERS

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

S CYPRESS AVE & LIME RD

INTERSECTION PLAN 17

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:29 PM

S CYPRESS WAY

EVERGREEN CEMETARY

C E M E

TAR

Y R

OAD

TAR

GE

T

M

AT

C H

LI

N E S

H E E T

LEGEND

DETECTABLE WARNING

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

S CYPRESS WAY &

EVERGREEN CEMETERY

INTERSECTION PLAN 18

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

250'

N CYPRESS WAY

M E

LO

D Y

LN

W

OL

E

AN

D E R W

AY

LEGEND

DETECTABLE WARNING

AHEAD

W11-2 W16-07PL

SIGNS BY OTHERS

W11-2 W16-07PL

SIGNS BY OTHERS

W11-2 W16-09PL

SIGNS BY OTHERS

M

ATC

H

LIN

E S

H E E T 25

SHARROW (TYP.)

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

REPLACE 45' OF MIAMI CURB

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

N CYPRESS WAY &

OLEANDER WAY

INTERSECTION PLAN 19

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

N CYPRESS WAY

CO

NC

OR

D D

RAH

EA

D

W11-2 W16-09PL

SIGNS BY OTHERS

M

ATC

H

LIN

E S

H E E T 26

M

AT

C H

LI

N E S

H E E T

SHARROW (TYP.)

M P H

W1-1 W13-1

SIGNS TO

BE RELOCATED

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

N CYPRESS WAY &

CONCORD DR

INTERSECTION PLAN 20

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

WATER

WATER

B

AC

K F

LO

W

B

AC

K F

LO

W

WATER

WATER

WATER

SD

WATER

EOI

ST

OP

250'

250' N C

YP

R E S S W

AY

N C

YP

R E S S W

AY

MISTY OAKS RUN

PLUMOSA AVE

HOFFMAN CT

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

RAISED CROSSWALK

CONCRETE REMOVAL

W16-07PL W11-02

SIGNS BY OTHERS

R1-1

SIGN BY OTHERS

AHEAD

W11-2 W16-09PL

SIGNS BY OTHERS

AHEAD

W11-2 W16-09PL

SIGNS BY OTHERS

0' S E E

OT

H E R S

H E E T)

W16-07PL W11-02

SIGNS BY OTHERS

AH

EA

D

W11-2 W16-09PL

SIGNS BY OTHERS

M

ATC

H

LIN

E S

H E E T 29

MATCHLINE SHEET 25

MATCHLINE SHEET 27

CONST. 6" CONC. S/W

SHARROW (TYP.)

REPLACE 27' OF MIAMI CURB

CONST. 5' CONC. S/W

SOLID 6" WHITE STRIPE

15 LF OF 24" WHITE STOP BAR

REPLACE 35' OF MIAMI CURB

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

15 LF OF 24" WHITE STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

REMOVE EXIST. CONC.

PROP. 2321 SF SOD

EXIST. LIGHT POLE

TO REMAIN

SPECIAL EMPHASIS CROSSWALK MARKINGS

(12' WIDTH) PER STANDARD PLAN 711-001

REMOVE EXIST. CONC.

PROP. 77 SF SOD

VERTICAL DEFLECTION

MARKING (TYP.)

PROP. RC CHANNEL

GUTTER

VERTICAL DEFLECTION

ADVANCE WARNING MARKING

(TYP.)

M P

H

W1-1 W13-1

SIGNS TO REMAIN

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

N CYPRESS WAY &

PLUMOSA AVE

INTERSECTION PLAN 21

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

OP

HANCOCK CT

N C

YP

R E S S W

AY

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

MATCHLINE SHEET 26

MATCHLINE SHEET 28

R1-1

SIGN BY OTHERS

REPLACE 22' OF MIAMI CURB

REPLACE 28' OF MIAMI CURB

13 LF OF 24" WHITE STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

N CYPRESS WAY &

HANCOCK CT

INTERSECTION PLAN 22

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

LAKE GRIF

FIN CIR

N C

YP

R E S S W

AY

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

R1-1

SIGN BY OTHERS

MATCHLINE SHEET 27

261 LF OF SOLID 6" DOUBLE YELLOW

W/ Y/Y RPMS @ 5' O.C.

49 LF OF SOLID 6" DOUBLE YELLOW

CONST. 6' CONC. S/W

REPLACE 68' OF MIAMI CURB

15 LF OF 24" WHITE STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

EXIST. FIRE HYDRANT

AND LIGHT POLE

TO REMAIN

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

LAKE GRIFFEN CIR & N

CYPRESS WAY

INTERSECTION PLAN 23

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

250'

PLUMOSA AVE

LAK

E E

LLE

N D

R

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

CONCRETE REMOVALW16-07PL W11-02

SIGNS BY OTHERS

W16-07PL W11-02

SIGNS BY OTHERS

M

ATC

H

LIN

E S

H E E T 30

M

AT

C H

LI

N E S

H E E T

NOTE:

THE DISTANCE FROM THIS PED. SIGN IS

TO THE PED, AHEAD SIGN ON SHEET 26. AHEAD

W11-2 W16-09PL

SIGNS BY OTHERS

R1-1

SIGN TO REMAIN

SHARROW (TYP.)

CONST. 4" CONC. S/W

SOLID 6" WHITE STRIPEREMOVE STAIRS

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

16 LF OF 24" WHITE STOP BAR

EXIST. LIGHT ON EXIST.

UTILITY POLE TO REMAIN EXIST. SIDEWALK

TO REMAIN

REMOVE EXIST. CONC.

PROP. 2321 SF SOD

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

LAKE ELLEN & PLUMOSA AVE

INTERSECTION PLAN 24

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

S U

S H

W Y

PLUMOSA AVE

LEGEND

DETECTABLE WARNING

6" CONCRETE SIDEWALK

RAISED CROSSWALK

W16-07PL W11-02

SIGNS BY OTHERS

W16-07PL W11-02

SIGNS BY OTHERS

AH

EA

D

W11-2 W16-09PL

SIGNS BY OTHERS

M

AT

C H

LI

N E S

H E E T

SOLID 6" WHITE STRIPE

CONST. 7' CONC. S/W

SPEED HUMP MARKING (TYP.)

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

VERTICAL DEFLECTION

ADVANCE WARNING MARKING

(TYP.)

SOLID 6" DOUBLE YELLOW

WITH Y/Y RPMS @ 5' C.C.

12 LF OF 24"

WHITE STOP BAR

PROP. RC CHANNEL

GUTTER

SHARROW (TYP.)

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

PLUMOSA AVE & S US

HWY 17-92

INTERSECTION PLAN 25

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD03 - CR.dwg5/15/2024 12:30 PM

LAKE ANN LN

GA

LL

IA

N O

C

IR

±11'

±11'

±12'

LEGEND

DETECTABLE WARNING

M

ATC

H

LIN

E S

H E E T 32

R1-1

SIGN TO REMAIN

ST

OP

SPECIAL EMPHASIS CROSSWALK MARKINGS

(7' WIDTH) PER STANDARD PLAN 711-001

20 LF OF 24" WHITE STOP BAR

6" DOUBLE YELLOW STRIPE

6" SOLID WHITE STRIPE

18" SOLID YELLOW

STRIPE (TYP.)

6" DOUBLE YELLOW

STRIPE

6" SOLID WHITE

STRIPE

6" SOLID WHITE STRIPE

6" SOLID WHITE

STRIPE

SPECIAL EMPHASIS CROSSWALK MARKINGS

(9' WIDTH) PER STANDARD PLAN 711-001

LEFT TURN

ARROW (TYP.)

BEGIN MILLING & RESURFACING

MILL 1.5" SP-12.5

RESURFACE 1.5" SP-12.5

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

LAKE ANN LANE &

GALLIANO CIR

INTERSECTION PLAN 26

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD04- CR.dwg5/15/2024 12:31 PM

LAKE ANN LN

M

AT

C H

LI

N E S

H E E T

END MILLING & RESURFACING

MILL 1.5" SP-12.5

RESURFACE 1.5" SP-12.5

18" SOLID YELLOW

STRIPE (TYP.)

6" DOUBLE YELLOW

STRIPE

6" SOLID WHITE

STRIPE 6" SKIP 10'-30' YELLOW

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N

10 40

Feet

LAKE ANN LANE &

GALLIANO CIR

INTERSECTION 27

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD04- CR.dwg5/15/2024 12:31 PM

OE

OE

OE

OE

OE

OE

OE

OE

OE

B T B

B T B

BT

(B

BT(B)

BT(B)

BT

(B

BT

(B

BT

(B

BT

(B

OFOT

OFOT

O F O T

O F O T

O F O T

O F O T

OE

WATER

EOI

SAN

SD

SD

SAN

SD

SAN

WATER

WATER

WATER

U

CO

NC

W

ALK

CO

N C

W

AL

K

CO

NC

W

AL

K

CR

OS

SW

AL

K

ST

OP

B

AR

AS

PH

AL

T

DR

IV

E

AS

PH

AL

T

DR

IV

E

AS

PH

AL

T

DR

IV

E

AS

PH

AL

T

PA

VE

ME

NT

AS

P H

AL

T P

AV

E M E N T

GA

TE

GA

TE

AS

PH

AL

T

D

RI

VE

LA

N D S

CA

P E

AR

E A

GA

TE

LA

ND

SC

AP

E

AR

EA

LA

KE

SH

OR

E

DR

IV

E

(PO

ST

ED

DU

CK

P

ON

D

CI

RC

LE

(P

LA

T)

(50 ' R

/W P

ER

P B

, P G

LA

K E S H

OR

E D

R

IV

E P

OS

TE

D

D U

CK

P

ON

D C

IR

CL

E P

LA

T)

(5 0' R

/W P

E R P

B

1, P

G

8"

PV

C

" R

CP

8"

PV

C

8" P

V C

8" P

V C

8"

PV

C

" R

CP

" R

CP

" R

CP

, F

DO

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

STOP

LA

K E S H

OR

E D

R

R1-1

SIGN BY OTHERS

1407 LAKE SHORE DR

1461 LAKE SHORE DR

LA

KE

SH

OR

E

DR

L

OO

P

MATCHLINE SHEET 34

N 1577987 E 557208N 1577937

E 557143

N 1577922 E 557131

N 1577832 E 557105

MATCH EXIST. S/W

CONST. 146' OF MIAMI CURB

CONST. 5' CONC. S/W

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

16 LF OF 24"

WHITE STOP BAR

REMOVE EXIST. CURB

BEGIN MIAMI CURB

BEGIN SAWCUT

REMOVE EXIST. PAVEMENT

END MIAMI CURB

END SAWCUT

REMOVE EXIST. PAVEMENT

MATCH EXIST. S/W

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

REGRADING (2,263 SF OF SOD)

CONCRETE REMOVAL (32 SF)

PROP. 97 LF OF

VALLEY GUTTER

N 1577866 E 557046

N 1577838 E 557084

R25'

R50'

R50'

NO PAR

KIN

G

AN

Y TIM

E

R7-1L SIGN

BY OTHERS

NO

PA

RK

ING

AN

Y

TI

M

E

NO

PARKING

ANY

TIM

E

NOPARKING

ANYTIME

NO

PA

RK

ING

AN

Y

TI

M

E NO

PARKING

ANY

TIM

E

R7-1R SIGN

BY OTHERS

R7-1 SIGN

BY OTHERS

R7-1L SIGN

BY OTHERS

R7-1 SIGN

BY OTHERS

R7-1R SIGN

BY OTHERS

N 1577871 E 557106

CONST. TYPE F

CURB & GUTTER

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

LAKESHORE DR &

LAKESHORE DR LOOP

INTERSECTION PLAN 28

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD04- CR.dwg5/15/2024 12:31 PM

BE

(B

BT

(B

BT

(B

BT

(B

BT

(B

BT

(B

BT

(B

BT(B)

BT(B)

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

O E

O E

O E

OE

OE

BT(B)

BT(B)

BT(B)

BT(

B)

BT

(B

BT

(B

WATERWATER

WATER

WATER

WATERWATER

SAN

SAN

SAN

U

CONC

DRIVE

CONC

DRIV

E

CONC

DRIV

E

CONC

WALK

AS

PH

AL

T

DR

IVE

CO

NC

DR

IV

E

AS

PH

AL

T

DR

IV

E

CO

NC

WA

LK

ST

OP

B

AR

CR

OS

S

WA

LK

LAND

SCAP

E AR

EA

LANDSCAPE AREA

AS

PH

AL

T

PA

VE

ME

NT

ASPHALT PAVEMENT

LA

KE

SH

OR

E

DR

IV

E

(PO

ST

ED

DU

CK

P

ON

D

CI

RC

LE

(P

LA

T)

(50 ' R

/W P

ER

P B

, P G

)LAKESHORE DRIVE (POSTED)

DUCK POND CIRCLE (PLAT)

(50' R/W PER PB 11, PG 27)

8" PVC, FDO

8" PVC

8" PVC

8"

PV

C

8"

PV

C

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

LAKESHORE DR

LA

KE

SH

OR

E

DR

LO

OP

LAKE DR

QU

IN

TU

PL

ET

D R

1433 LAKE SHORE DR

1435 LAKE SHORE DR

12'

10'

MATCHLINE SHEET 33

R50'

N 1577367 E 557411

N 1577427 E 557568

STOP

R1-1

SIGN TO REMAIN

MATCH EXIST. S/W

CONST. 77' OF MIAMI CURB

CONST. 5' CONC. S/W

14 LF OF 24" WHITE STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

REMOVE EXIST. CURB

PROP. 103 LF OF

VALLEY GUTTER

BEGIN MIAMI CURB

BEGIN SAWCUT

REMOVE EXIST. PAVEMENT

END MIAMI CURB

END SAWCUT

REMOVE EXIST. PAVEMENT

MATCH EXIST. S/W

EXIST. MAILBOX

TO BE RELOCATED

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

REGRADING (1,460 SF OF SOD)

CONCRETE REMOVAL (185 SF)

N 1577320 E 557425

N 1577389 E 557413

R50' R25'

R8-3 SIGN

BY OTHERS

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

LAKESHORE DR &

LAKESHORE DR LOOP

INTERSECTION PLAN 29

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD04- CR.dwg5/15/2024 12:31 PM

LAU

RA

ST

H

OL

LY

H

IL

L

D R

M

AH

OGANY D

R

S U N D

OW

N T

R

AI

L

R1-5b SIGN

BY OTHERS

AHEAD

W11-2 W16-09PL

SIGNS BY OTHERS

0'

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

6" CONCRETE SIDEWALK

MATCHLINE SHEET 40

HERE STOPFOR

R1-5b SIGN

BY OTHERS

HE

REST

OP FO

R

STOP

STATE

LAW

W

ITHIN

CROSSW

ALK

FOR

R1-6a SIGN

BY OTHERS

ST

OP

ST

AT

E

LA

W

W

ITH

IN

CR

OS

SW

AL

K

FO

R

R1-6a SIGN

BY OTHERS

STOP

R1-1

SIGN TO REMAIN

NOTE:

CONTRACTOR TO COORDINATE WITH

SEMINOLE COUNTY REGARDING

THE INSTALLATION OF SIGNS

WITHIN THEIR RIGHT-OF-WAY.

AHEAD

W11-2 W16-09PL

SIGNS BY OTHERS

(SEE NOTE THIS SHEET)

MATCH EXIST. S/W

EXIST. LIGHT POLE

(TO REMAIN)

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

CONST. 6' SIDEWLAK

12 LF OF 24" WHITE STOP BAR

11 LF OF 24" WHITE STOP BAR

EXIST. STOP

BAR TO REMAIN

SPECIAL EMPHASIS CROSSWALK MARKINGS

(6' WIDTH) PER STANDARD PLAN 711-001

CONST. 6' SIDEWLAK

CITY OF CASSELBERRY

FLORIDA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006

Brian A. MacEwen, P.E.

PE # 81432

N 10 40

Feet

LAURA ST & MAHOGANY DR

INTERSECTION PLAN 30

Brian MacEwen \\vhb.com\gbl\proj\Orlando\63163.10 Road Rehab\cad\te\eng\63163.10 Road Rehab\Roadway\PLANRD04- CR.dwg5/15/2024 12:31 PM

BE

(B

BE(B)

BE(B)

BE(B)

BE(B)

WATER

SAN

SAN

SAN

SD

SD

EOI

WATER

SD

STOP

BAR

S

TOP

B

AR

CONC

DRIVE

GRAVEL

DRIVE

CONC

DRIVE

CO

NC

DR

IV

E

C

ON

C D R

IV

E

8" P

V C

10" PVC

10" PVC

10" PVC

P V C F D O

12" PVC, FDO

6" P

V C F D O

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

STOP

BRIDLE PATH

BRIDLE PATH

W

YN

D H

AM

W

AY

S U N D

OW

N T

R

AI

L

S U R R E Y

R U N

R1-1, W4-4P

SIGNS BY

OTHERS

LEGEND

DETECTABLE WARNING

4" CONCRETE SIDEWALK

N 1579418 E 553649

N 1579444 E 553539

N 1579465 E 553587

N 1579369 E 553533

R1-1

SIGN TO REMAIN

STOP

R1-1

SIGN TO REMAIN

STOP

CONST. 217' OF MIAMI CURB

CONST. 6' CONC. S/W

18 LF OF 24" WHITE STOP BAR

13 LF OF 24" WHITE STOP BAR

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

15 LF OF 24" WHITE STOP BAR

R30'

SPECIAL EMPHASIS CROSSWALK MARKINGS

(10' WIDTH) PER STANDARD PLAN 711-001

BEGIN MIAMI CURB

BEGIN SAWCUT AND

REMOVE EXIST. PAVEMENT

REMOVE EXIST. CONC.

PROP. 42 SF SOD

REMOVE EXIST. CONC.

PROP. 39 SF SOD

REMOVE EXIST. CONC.

PROP. 42 SF SOD

REMOVE EXIST. CONC.

PROP. 40 SF SOD

REMOVE EXIST. CONC.

PROP. 370 SF SOD

STOP

R1-1

SIGN TO BE

REMOVED

PROP. LEFT/RIGHT ARROW

34 LF OF 6"

DOUBLE YELLOW

NOTE:

ALL QUANTITIES FOR THE

RECONSTRUCTION OF WYNDHAM

WAY ARE INCLUDED IN THE

INVENTORY OF SURREY RUN.

NOPARKINGANYTIME

NOPARKINGANYTIME

NOPARKINGANYTIME

CROSS TRAFFIC

DOES NOT STOP

REMOVE EXIST. CONC.

PROP. 39 SF SOD

35 LF OF 6"

DOUBLE YELLOW

110 LF OF 6"

DOUBLE YELLOW

R1-5b SIGN

BY OTHERS

AHEAD

W11-2 W16-09PL

SIGNS BY OTHERS HERE

STOP

FOR

AH

EA

D

W11-2 W16-09PL

SIGNS BY OTHERS

HER

E

STO

P

FO

R

R1-5b SIGN

BY OTHERS

R7-1L SIGN

BY OTHERS

R7-1 SIGN

BY OTHERS

R7-1R SIGN

BY…