Y25-756-GV_Final_drawings_.pdf

LAKE

DRUID

CAY DEE

LAKE SHANNON

LAKE

CORRINE DRIVE

MAGUIRE BOULEVARD

PARK

AUDUBON

PARK

BALDWINW

IN

TE

R P

A R

K D

R

IV

E

B

EN

N

ET

T R

O A

D

GEAR

LAKE

EAST COLONIAL DRIVE

SUSANNAH

LAKE

BALDWIN

LAKE

BARTON

LAKE

LITTLE

LAKE

BARTON

SO

U

TH

S

EM

O

R A

N B

O U

LE

V

A R

D

UNDERHILL

LAKE

BEACHLINE EXPRESSWAY

SQUARE

FASHION

ORLANDO

AIRPORT

EXECUTIVE

ORLANDO

REVISIONS AND SUBMITTAL HISTORY

DATE:

DATE:

DATE:

DATE:

DESIGNED BY:

CHECKED BY:

DRAWN BY:

APPROVED BY:

SHEET

OF

DATE BY

PREPARED BY

09 / 08 / 20231. 90% SUBMITTAL - ORANGE COUNTY REVIEW GAT

01 / 24 / 20242. 100% SUBMITTAL - SAI REVIEW GAT

INDEX OF SHEETS

LOCATION MAP

UTILITIES ENCOUNTERED

SECTION TOWNSHIP RANGE21 22S 30E

SECTION TOWNSHIP RANGE- - - - - -

COVER SHEET

SHEET

TOPOGRPAHIC SURVEY4

310 WEST STATE ROAD 434, SUITE 309

WINTER SPRINGS, FLORIDA 32708

PHONE: 407-992-9160

FAX: 407-358-5155

State of Florida Board of Professional Engineers Certificate of Authorization No. 27770

GAT

GAT

GAT

GAT

PROJECT NO: SAI-22004

07 / 2024 07 / 2024 07 / 2024 07 / 2024

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMMINGS

CHRISTINE MOORE

MAYRA URIBE

MARIBEL GOMEZ CORDERO

EMILY BONILLA

MICHAEL 'MIKE" SCOTT

COUNTY MAYOR

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

NICOLE H. WILSON DISTRICT 1

DATE: ENGINEER: REG. NO.

CERTIFICATION TO PLANS

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1) OF THE FLORIDA STATUTES.

CHANGED CONDITIONS

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION. NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

GREGORY A. TEAGUE, P.E.

47663JULY 29, 2024

ELEVATION = 105.044 FT, NAVD

SOURCE OF BENCHMARK DATUM

OWNER

ROADS AND DRAINAGE DIVISION

4200 SOUTH JOHN YOUNG PARKWAY

CIVIL ENGINEER (PRIME CONSULTANT)

COMMISSION DISTRICT 5

BEACH BOULEVARD DRAINAGE IMPROVEMENTS

CONSTRUCTION PLANS - FINAL SUBMITTALCONSTRUCTION PLANS - FINAL SUBMITTAL

1" = 1,500'

ORLANDO, FLORIDA 32839

SINGHOFEN & ASSOCIATES

11723 ORPINGTON STREET, SUITE 100

ORLANDO, FL 32817

CIVIL ENGINEER (SUB-CONSULTANT)

PEGASUS ENGINEERING, LLC

301 WEST STATE ROAD 434, SUITE 309

WINTER SPRINGS, FLORIDA 32708

SURVEYOR (SUB-CONSULTANT)

BFA ENVIRONMENTAL CONSULTANTS

1230 HILLCREST STREET

ORLANDO, FL 32803

PROJECT TEAM

NOTES

1. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF

TRANSPORTATION, STANDARD SPECIFICATIONS (LATEST EDITION) AND

SUPPLEMENTS THERETO IF NOTED IN THE BID DOCUMENTS FOR THIS PROJECT.

2. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN

CHANGED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA.

22" X 34" DRAWINGS ~ TO SCALE

12" X 18" DRAWINGS ~ HALF SIZE

11" X 17" DRAWINGS ~ NOT TO SCALE

3. ELEVATION INFORMATION SHOWN WITHIN THESE PLANS IS REFERENCED TO

THE NAVD88 VERTICAL DATUM.

4. DATUM SHIFT FOR THIS PROJECT (SEE PROJECT LOCATION SUMMARY THIS

SHEET) WILL BE APPLIED AS A CONSTANT VALUE FOR CONVERTING ELEVATIONS

BETWEEN THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND THE

NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).

COMPUTED DATUM SHIFTS

NAVD88 + 0.965' = NGVD29

NGVD29 - 0.965' = NAVD88

DESCRIPTION

GENERAL NOTES2 - 3

PLAN AND PROFILE - BEACH BOULEVARD5

POLLUTION CONTROLS8

SEE SHEET 3

THIS CERTIFICATION EXCLUDES CERTAIN INFORMATION THAT WAS PREPARED "BY OTHERS" AND MAY BE INCLUDED IN THE PLANS FOR THE CONTRACTOR'S CONVENIENCE, INCLUDING BUT NOT LIMITED TO THE TOPOGRAPHIC SURVEYS, SOIL BORING PROFILES, MANUFACTURER DETAILS, FDOT DETAILS OBTAINED FROM THE DESIGN STANDARDS, AND

STANDARD DETAILS PROVIDED BY ORANGE COUNTY.

ORANGE COUNTY PUBLIC WORKS

JOSPEH C. KUNKEL, P.E. DIRECTOR OF PUBLIC WORKS

407-836-7900

407-679-3001

407-992-9160

407-896-8608

PROJECT #_______

04 / 02 / 20243. 100% SUBMITTAL - ORANGE COUNTY REVIEW #1 GAT

LATITUDE 28.5587°

PROJECT LOCATION

LONGITUDE -81.3250°

LOCATION

PROJECT

ORANGE COUNTY PUBLIC WORKS

ORANGE COUNTY BENCHMARK #2

11-011 ALUMINUM DISC

ELEVATION = 108.078 FT, NAVD

ORANGE COUNTY BENCHMARK #1

BM 11-012 ALUMINUM DISC

ELIZABETH WHITE ROADS & DRAINAGE DIVISION

TEMPORARY EROSION CONTROL DETAILS9

DRAINAGE STRUCTURE DETAILS10

MISCELLANEOUS DETAILS11

BARNES, FERLAND AND ASSOCIATES

4. 100% SUBMITTAL - ORANGE COUNTY REVIEW #2

SEE THE GENERAL NOTES

FOR THIS INFORMATION

N 1536278.85, E 551184.81 N 1537130.07, E 550787.88

LAT 28.5595°, LONG -81.3270°

NORTH OF BEACH BOULEVARD

WEST SIDE OF LAKE BALDWIN LANE

LAT 28.5619°, LONG -081.3283°

NORTH OF BURKE STREET

WEST SIDE OF LAKE BALDWIN LANE

GRADING AND DRAINAGE PLAN - BEACH BOULEVARD6

05 / 01 / 2024 GAT

PAVEMENT RESTORATION PLAN - BEACH BOULEVARD7

5. FINAL SUBMITTAL - DELIVERABLES 07 / 29 / 2024 GAT

GENERAL NOTES

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENT OF THE PROJECT SPECIFICATIONS, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (FY 2024-25) AND SUPPLEMENTS THERETO, ORANGE COUNTY ROAD CONSTRUCTION SPECIFICATIONS, AND ORANGE COUNTY MANUAL OF

STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION.

2. ENGINEER OR INSPECTOR AS REFERENCED IN THESE GENERAL NOTES AND DRAWINGS SHALL BE DEFINED AS "PROJECT MANAGER" IN THE

CONTRACT.

3. THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS IN-HAND, INCLUDING A CONSUMPTIVE USE PERMIT, PRIOR TO BEGINNING CONSTRUCTION, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOUS PERMITS INCLUDED IN THE CONTRACT DOCUMENTS AND THOSE OBTAINED BY THE CONTRACTOR. PAYMENT IS INCLUDED IN THE BID PRICE FOR ITEM NO. 104-0-1

"PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION".

4. AT LEAST THREE CALENDAR DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE; THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A TENTATIVE BASE CONSTRUCTION SCHEDULE, A PRE-CONSTRUCTION SURVEY, A TRAFFIC CONTROL PLAN, AND A SEDIMENT AND EROSION CONTROL PLAN. NO WORK SHALL BEGIN PRIOR TO APPROVAL OF THE CONSTRUCTION SCHEDULE, PRE-CONSTRUCTION SURVEY, TRAFFIC CONTROL PLAN, AND SEDIMENT AND EROSION CONTROL PLAN.

5. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF FIELD NOTES VERIFYING THE BENCHMARK ELEVATIONS AND REFERENCE POINT TIES SHOWN ON THE PLANS, AND/OR A SET OF FIELD NOTES WITH THE LOCATION, DESCRIPTION AND ELEVATION OF ALL ADDITIONAL BENCHMARK AND REFERENCE POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT. ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF FLORIDA. PAYMENT SHALL BE INCLUDED IN THE BID PRICCE FOR ITEM NO. 101-1 "MOBILIZATION".

6. BFA ENVIRONMENTAL CONSULTANTS (aka, BARNES, FERLAND AND ASSOCIATES, INC.) PROVIDED TOPOGRAPHY, BENCHMARKS, AND

RIGHTS-OF-WAY INFORMATION.

7. WITHIN 14 CALENDAR DAYS AFTER NOTICE TO PROCEED, THE CONTRACTOR SHALL STAKE THE RIGHTS-OF-WAY AT 100' INTERVALS AND AT RIGHT-OF-WAY BREAKS WITH STATIONING SHOWN ON THE STAKES. NO INVOICE FOR PAYMENT WILL BE PROCESSED UNTIL THE RIGHT-OF-WAY HAS BEEN STAKED TO THE SATISFACTION OF THE ENGINEER. THIS STATIONING WILL REMAIN UNTIL THE END OF ALL CONSTRUCTION ACTIVITIES. PAYMENT IS INCLUDED IN THE PRICE BID FOR ITEM NO. 101-1 "MOBILIZATION".

8. ALL PROPERTY CORNERS AND MONUMENTS SHOWN ON THE PLANS OR FOUND DURING CONSTRUCTION SHALL BE PRESERVED. IF A PROPERTY CORNER OR MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY AND SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48 HOURS OF NOTIFICATION.

9. ANY USCGS MONUMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER, ORANGE COUNTY SURVEY SECTION 407-836-7940, AND BOTH SHALL NOTIFY:

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF SURVEY AND MAPPING

3900 COMMONWEALTH BLVD.

TALLAHASSEE, FLORIDA 32399-3000

850-245-2118 public.services@dep.state.fl.us

10. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT.

THIS INFORMATION MAY NOT ACCURATELY REFLECT ACTUAL SOIL CONDITIONS AS TO THE DEPTH, EXTENT, OR CHARACTER OF THE MATERIAL TO BE ENCOUNTERED IN CONSTRUCTION OF THE PROJECT AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE OF THE ENGINEER IF ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TO BIDDING, AND TO MAKE HIS OWN DETERMINATION AS

TO ALL SUBSURFACE CONDITIONS.

11. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY OWNERS, AVAILABLE RECORDS, AND SURVEYED FIELD INFORMATION. THE INFORMATION MAY NOT REFLECT ACTUAL CONDITIONS OR BE ALL INCLUSIVE REGARDING ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, OR THAT THE UTILITIES ARE IN THE HORIZONTAL OR VERTICAL LOCATIONS SHOWN. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS NECESSARY TO ESTABLISH THEIR LOCATIONS AND AVOID DAMAGE. DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S WORK OR HIS SUBCONTRACTORS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, PAY ALL FINES, PAY ALL FEES, AND ALL OTHER COST ASSOCIATED WITH RESTORING THE UTILITY. THE CONTRACTOR MUST NOTIFY SUNSHINE 811 (fka, SUNSHINE STATE ONE-CALL) AT LEAST 5 DAYS PRIOR TO CONSTRUCTION. SUNSHINE 811 DESIGN TICKET WAS OBTAINED

ON AUGUST 29, 2023.

12. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR SHALL COORDINATE SUCH INTERRUPTION WITH THE UTILITY PROVIDER AND SHALL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN, A MINIMUM 24-HOUR NOTICE ALSO SHALL BE PROVIDED TO THE FIRE DEPARTMENT. THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATION, AS REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES.

13. THE CONTRACTOR IS REQUIRED TO COORDINATE CLOSELY WITH THE UTILITY COMPANIES WHEN CONNECTING TO OR WORKING AROUND EXISTING FACILITIES. PROTECT ANY UTILITIES ENCOUNTERED. IF AN EXISTING UTILITY MUST BE RELOCATED DUE TO A CONFLICT, NOTIFY UTILITY COMPANY AND ENGINEER. ALL COORDINATION AND SCHEDULING OF UTILITY CROSSINGS AND RELOCATIONS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

14. THE LIMITS OF CONSTRUCTION ARE DEFINED AS ROADWAY RIGHTS-OF-WAY, PERMANENT DRAINAGE AND/OR UTILITY EASEMENTS, AND

TEMPORARY CONSTRUCTION EASEMENTS.

15. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE AND LIABLE FOR ALL DAMAGE OR INJURY AS A RESULT OF HIS OPERATIONS TO ALL OTHER ADJACENT PUBLIC AND PRIVATE PROPERTY, LANDSCAPING, TREES, FENCES, UTILITIES, STRUCTURES OF ANY KIND AND

APPURTENANCES DURING THE PROGRESS OF THE WORK.

16. ALL AREAS WHERE SOD HAS BEEN REMOVED OR DISTURBED BY CONTRACTOR'S OPERATIONS SHALL BE SODDED OF LIKE KIND. PAYMENT INCLUDED IN THE UNIT PRICE FOR ITEM NO. 570-1-2 “PERFORMANCE TURF (SOD, MATCH EXISTING)”.

17. WHERE THE REQUIRED MINIMUM SEPARATION BETWEEN UTILITIES IS SPECIFIED, THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF

PIPE TO OUTSIDE OF PIPE.

18. ALL UTILITIES ARE TO BE ADJUSTED OR RELOCATED BY OTHERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE

ENGINEER.

19. EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. PAYMENT INCLUDED IN THE UNIT PRICE FOR ITEM NO. 102-1 “MAINTENANCE OF TRAFFIC”.

20. MAILBOXES IN CONFLICT WITH CONSTRUCTION SHALL BE RELOCATED IN ACCORDANCE WITH FDOT INDEX 110-200 AND AS APPROVED BY THE ENGINEER. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE OF THE PAY ITEM FOR ITEM NO. 110-1-1 “CLEARING AND GRUBBING”.

21. EXISTING PAVEMENT SHALL BE SAW CUT AS REQUIRED FOR CONSTRUCTION. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE OF THE PAY

ITEM NO. 110-4-10 “REMOVAL OF EXISTING CONCRETE”.

ITEM NO. 110-4-10 “REMOVAL OF EXISTING CONCRETE”.

22. ALL EXISTING FENCES THAT ARE REMOVED ARE TO BE REPLACED OR RELOCATED. ALL FENCES DAMAGED BY CONSTRUCTION ACTIVITIES ARE TO BE REPLACED WITH NEW FENCING OF THE SAME TYPE AND MATERIAL. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE FOR ITEM NO.

110-1-1 “CLEARING AND GRUBBING”, UNLESS NOTED OTHERWISE.

23. THE CONTRACTOR SHALL COMPLY WITH THE DEPARTMENT OF LABOR, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (PL 91-596) AND UNDER SECTION 107 OF THE CONTRACT

WORK HOURS AND SAFETY STANDARDS ACT (PL 91-54).

24. NO BURNING SHALL BE DONE EXCEPT UPON APPROVAL BY THE JURISDICTIONAL MUNICIPALITY.

25. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVAL OF DISPOSAL SITES SHALL BE OBTAINED FROM ORANGE COUNTY PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE PROPERTY OF THE CONTRACTOR.

26. NO TRENCHES SHALL BE ALLOWED TO REMAIN OPEN OVERNIGHT.

27. DISTURBED AREAS SHALL BE COMPACTED (AS A MINIMUM) EQUAL TO ADJACENT UNDISTURBED GROUND EXCEPT WHEN OTHERWISE SPECIFIED FOR BEDDING, BACKFILL, OR ROADWAY EMBANKMENT. ALL DISTURBED AREAS ARE TO BE SODDED EXCEPT FOR AREAS THAT ARE

LANDSCAPED OR PAVED.

28. PROPERTIES ADJACENT TO WORK ZONES SHALL BE GRADED TO DRAIN WITHIN THE LIMITS OF CONSTRUCTION AND COMPACTED AND SODDED WITH THE SAME TYPE SOD OR EXISTING, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

29. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL VALVE BOXES ON GAS AND WATER MAINS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE TO REMAIN IN SERVICE. PRIOR TO COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES WITHIN CONSTRUCTION AREAS SO THE TOPS ARE FLUSH WITH FINISHED PAVEMENT OR WITH FINISHED GRADE IN UNPAVED AREAS.

30. SERVICE LINES THAT CANNOT BE PROTECTED OR ADJUSTED SHALL BE RELOCATED. PAYMENT IS INCLUDED IN THE PRICE FOR STORM SEWER

PIPE.

31. ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.

SUPPLEMENTAL GENERAL NOTES - STORMWATER CONSTRUCTION

1. ALL NEW OR REPLACEMENT CONCRETE PIPES, CULVERTS, AND STORM SEWERS SHALL BE CLASS III REINFORCED CONCRETE, UNLESS NOTED OTHERWISE ON THE DRAWINGS OR BY THE ENGINEER. ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE OF DRAINAGE STRUCTURES.

2. ALL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING SELECT MATERIAL FOR THE SOIL ENVELOPE AS SHOWN ON THE STORM DRAINPIPE INSTALLATION DETAIL. BACKFILL AROUND POLYPROPYLENE PIPE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATIONS.

3. ALL JOINTS OF CONCRETE PIPE CULVERTS AND STORM SEWERS SHALL HAVE A “FILTER FABRIC JACKET” AS DETAILED IN STANDARD PLANS, FDOT INDEX 430-001. PAYMENT FOR FILTER FABRIC OR GEOTEXTILE FABRIC SHALL BE INCLUDED IN THE PAY ITEM FOR PIPE CULVERTS.

4. STEEL GRATES SHALL BE USED FOR ALL DITCH BOTTOM INLETS, UNLESS OTHERWISE SHOWN ON THE PLANS.

5. ALL CURB INLETS, DITCH BOTTOM INLETS, AND MANHOLES SHALL HAVE TRAFFIC BEARING FRAMES AND COVERS OR GRATES MEETING HS-20

LOADING REQUIREMENTS UNLESS OTHERWISE SHOWN ON THE PLANS.

6. ALL GRATES SHALL BE CHAINED AND LOCKED IN ACCORDANCE WITH FDOT STANDARD PLANS, INDEX 425-001. COST OF EYEBOLT AND CHAIN

SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE STRUCTURE.

7. ALL MANHOLE COVERS SHALL INCLUDE THE COUNTY'S LOGO AND BE IDENTIFIED AS “ORANGE COUNTY STORM”.

8. CHANGES OF PIPE INVERTS NOT EXCEEDING PLUS OR MINUS 1' WILL NOT BE CONSIDERED AS A BASIS FOR ADDITIONAL COMPENSATION FOR

THE PERTINENT PIPE BID ITEM OR FOR MODIFICATION OF PRECAST STRUCTURES.

9. ALL TYPE J STRUCTURE BOTTOMS SHALL HAVE A MINIMUM 6'-0” WALL HEIGHT WHEN POSSIBLE.

SUPPLEMENTAL GENERAL NOTES - TRAFFIC CONTROL

1. THE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A PERSON CERTIFIED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION AS HAVING SATISFACTORILY COMPLETED AN FDOT APPROVED WORK ZONE TRAFFIC CONTROL TRAINING COURSE, SIGNED AND SEALED BY AN ENGINEER.

2. THE TRAFFIC CONTROL PLAN SHALL DESCRIBE THE MEASURES TO BE EMPLOYED DURING CONSTRUCTION TO WARN MOTORISTS AND PEDESTRIANS OF HAZARDS, TO ADVISE MOTORISTS OF THE PROPER TRAVEL PATH THROUGH OR AROUND THE WORK AREA, TO DELINEATE AREAS WHERE TRAFFIC SHOULD NOT OPERATE, AND TO SEPARATE AND PROTECT MOTORISTS, PEDESTRIANS, AND THE WORK FORCE DURING ALL PHASES OF THE WORK. THE PLAN SHALL ALSO CONSIDER ACCESS TO BUSINESSES WITHIN THE CONSTRUCTION AREA AND PROVIDE BUSINESS ENTRANCE SIGNS TO ROUTE MOTORISTS TO DESIGNATED PARKING AREAS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE TRAFFIC CONTROL PLAN FROM THE COUNTY PRIOR TO BEGINNING CONSTRUCTION. PAYMENT FOR PREPARING AND SUBMITTING THE

TRAFFIC CONTROL PLAN SHALL BE INCLUDED IN ITEM NO. 101-1 "MOBILIZATION".

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

4. NO ROADWAYS SHALL BE CLOSED WITHOUT PRIOR APPROVAL BY THE COUNTY.

5. ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND/OR

THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE THE START OF CONSTRUCTION ON AFFECTED ROADWAYS.

7. WARNING LIGHTS SHALL BE USED ON BARRICADES DURING HOURS OF DARKNESS IN ACCORDANCE WITH FDOT STANDARD PLANS, INDEX 102-600.

8. ALL TRAFFIC CONTROL DEVICES SHALL BE VERIFIED CORRECTLY PLACED AND FUNCTIONING AT THE END OF EACH WORKDAY.

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

G E

N E

R A

L N

O T

E S

ORANGE COUNTY NOTES #1 (22" X 34")

UTILITIES ENCOUNTERED

CHARTER COMMUNICATIONS

CATV

JOHN SMITH

407-532-8520

DUKE ENERGY

ELECTRIC

DUKE'S CUSTOMER SERVICE CENTER

407-629-1010

USIC DISPATCH (ALTERNATE)

800-778-9140

CITY OF WINTER SPRINGS

SE:ER� :ATER� RECLAIMED :ATER

DILLON THOMAS

407-327-1800, #588

CLIFTON MULLIS (EMERGENCY CONTACT)

407-327-1800, #302

AT&T DISTRIBUTION

TELEPHONE

DINO FARRUGGIO

561-683-2729

SUPPLEMENTAL GENERAL NOTES - SEDIMENT AND EROSION CONTROL

1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PREVENTION, CONTROL, AND ABATEMENT OF EROSION, WATER POLLUTION, AND THE TRANSPORTATION OF ERODED MATERIALS OFF SITE.

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A SEDIMENT AND EROSION CONTROL PLAN. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE "FLORIDA EROSION AND SEDIMENT CONTROL MANUAL" AND SHALL BE SPECIFIC TO THE MEANS, METHODS, AND SEQUENCE OF CONSTRUCTION TO BE EMPLOYED BY THE CONTRACTOR AND SHALL IDENTIFY THE TYPES AND LOCATIONS OF CONTROLS THAT ARE TO BE IMPLEMENTED DURING EACH PHASE OF CONSTRUCTION AS SHOWN ON THE APPROVED CONSTRUCTION SCHEDULE TO MINIMIZE EROSION, PREVENT THE TRANSFER OF ERODED MATERIALS ONTO ANY OFF SITE PARCEL OR INTO ANY RECEIVING WATER, AND PREVENT VIOLATING STATE AND/OR FEDERAL PERMIT REQUIREMENTS. PAYMENT FOR PREPARING AND SUBMITTING THE SEDIMENT AND EROSION CONTROL PLAN AND FOR ANY MODIFICATIONS TO THE SEDIMENT AND EROSION CONTROL PLAN DURING CONSTRUCTION WILL BE INCLUDED IN ITEM NO. 101-1 "MOBILIZATION". THE SEDIMENT AND EROSION CONTROL PLAN SHALL DESCRIBE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS FOR EACH PHASE OF CONSTRUCTION OPERATIONS OR ACTIVITIES:

A. TYPES AND LOCATIONS OF ALL EROSION CONTROL DEVICES

B. ESTIMATED TIME EROSION CONTROL DEVICES WILL BE IN OPERATION

C. METHODS FOR CONTAINMENT OR REMOVAL OF ERODED MATERIALS FROM DISCHARGES RELATED TO DEWATERING OPERATIONS

D. METHODS FOR CONTAINMENT OR REMOVAL OF POLLUTANTS OR HAZARDOUS WASTES

E. METHODS FOR MAINTENANCE OF EROSION CONTROL DEVICES

F. SCHEDULES FOR MONITORING AND MAINTAINING EROSION CONTROL DEVICES

G. NAME AND PHONE NUMBERS OF PERSON RESPONSIBLE FOR MONITORING AND MAINTAINING EROSION CONTROL DEVICES

3. NO CONSTRUCTION ACTIVITIES SHALL BEGIN UNTIL THE SEDIMENT AND EROSION CONTROL PLAN HAS RECEIVED WRITTEN APPROVAL FROM

THE ENGINEER.

4. THE CONTRACTOR SHALL UPDATE THE SEDIMENT AND EROSION CONTROL PLAN WHENEVER THERE IS A CHANGE IN CONSTRUCTION SEQUENCE OR ACTIVITIES THAT HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS OFF SITE OR INTO ANY RECEIVING WATER AND SHALL SUBMIT THE UPDATED PLAN FOR REVIEW AND APPROVAL BY THE ENGINEER.

5. EROSION AND SEDIMENT CONTROLS SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION AND SHALL BE IN PLACE BEFORE

DISTURBING SOIL UPSTREAM OF THE CONTROL.

6. FIELD CONDITIONS MAY REQUIRE THE USE OF ADDITIONAL TYPES AND QUANTITIES OF SEDIMENT AND EROSION CONTROL DEVICES DURING CONSTRUCTION AS DETERMINED BY THE CONTRACTOR, THE ENVIRONMENTAL INSPECTOR, OR THE ENGINEER.

7. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES PRIOR TO SUSPENSION OF WORK ACTIVITIES EACH DAY, IMMEDIATELY AFTER EACH RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL TO ENSURE THAT THE DEVICES ARE PROPERLY LOCATED AND MAINTAINED FOR EFFECTIVENESS. ANY REQUIRED REMEDIAL ACTION SHALL BE PERFORMED IMMEDIATELY.

8. SEDIMENT TRAPPED BY THE EROSION CONTROL DEVICES IS TO BE REMOVED BY THE CONTRACTOR AFTER EACH RAINSTORM.

9. THE AMOUNT OF AREA DISTURBED AT ONE TIME SHALL BE LIMITED TO THE MINIMUM NECESSARY TO ADEQUATELY IMPLEMENT THE WORK.

CONSTRUCTION OPERATIONS SHALL BE CONTROLLED TO MINIMIZE UNPROTECTED AREAS EXPOSED TO WEATHER, AND AREAS OUTSIDE THE

LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED.

10. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR BY STORMWATER RUNOFF, AND STOCKPILES SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.

11. DURING THE INSTALLATION OF STORM DRAIN OR UTILITY PIPING, SYNTHETIC BALE BARRIERS SHALL BE PLACED BELOW THE WORK ZONES TO

AID IN CONTROLLING THE TRANSFER OF ERODED MATERIAL OFF SITE.

12. NEW AND EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED FROM SILTATION DURING CONSTRUCTION. BARRIERS SHALL BE PLACED AROUND ALL INCOMPLETE STORMWATER INLETS AND MANHOLES DURING CONSTRUCTION. CURB INLET FILTERS SHALL BE PLACED ACROSS

THE THROATS OF ALL EXISTING AND COMPLETED CURB INLETS.

13. EXISTING FLOW CAPACITY SHALL BE MAINTAINED IN THE DRAINAGE SYSTEMS TO CONVEY RUNOFF FROM RAINSTORMS THAT OCCUR DURING CONSTRUCTION. EXISTING DRAINAGE PIPES THAT ARE NOTED TO BE PLUGGED OR REMOVED SHALL REMAIN IN SERVICE UNTIL FLOWS CAN BE DIVERTED TO THE NEW DRAINAGE SYSTEM. WHERE NEW PIPES ARE TO BE INSTALLED IN CLOSE PROXIMITY TO EXISTING PIPES THAT ARE TO BE REMOVED, PROVISIONS SHALL BE MADE TO DIVERT FLOWS FROM THE EXISTING PIPES TO THE NEW PIPES PRIOR TO RAINSTORMS. TEMPORARY PIPES SHALL BE PLACED FOR THIS PURPOSE PRIOR TO SUSPENSION OF WORK ACTIVITIES EACH DAY.

14. NO MORE THAN 500 FEET OF STORM DRAIN OR UTILITY PIPING SHALL BE INSTALLED WITHOUT BACKFILLING AND COMPACTING THE PIPE

TRENCH.

15. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THOSE PORTIONS OF THE SITE HAS TEMPORARILY OR

PERMANENTLY CEASED.

16. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE MAINTAINED

UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.

SUPPLEMENTAL GENERAL NOTES - TREE PROTECTION

1. BARRICADE FENCING SHALL BE INSTALLED AT OR NEAR THE CRITICAL PROTECTION ZONE OF EACH TREE TO BE PROTECTED PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITY, AND THE FENCING SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN

COMPLETED.

2. ALL ROOTS 3/4" IN DIAMETER AND LARGER OF TREES TO BE PROTECTED OR PRESERVED THAT ARE EXPOSED DURING TRENCHING AND EXCAVATION SHALL BE CLEANLY CUT WITH A HANDSAW AND COVERED IMMEDIATELY WITH SOIL OR KEPT MOISTENED WITH WET BURLAP OR PEAT MOSS UNTIL THE TRENCH CAN BE FILLED. WHEN IT IS NOT POSSIBLE TO BACKFILL IN THE SAME DAY, THE ROOTS SHALL BE FRESHLY CUT WITH A HANDSAW A REASONABLE DISTANCE FROM THE ORIGINAL CUT AND BACKFILLED IMMEDIATELY TO AVOID SOIL OR ROOT

DEHYDRATION.

GENERAL PAY ITEM NOTES

1. NO SEPARATE PAYMENT WILL BE MADE FOR DEWATERING AND/OR BYPASS PUMPING. THE COSTS FOR DEWATERING AND BYPASS PUMPING

SHALL BE INCLUDED IN THE UNIT PRICE FOR PIPE CUJLVERT.

2. NO SEPARATE PAYMENT WILL BE MADE FOR GEOTEXTILE FABRIC OR FILTER FABRIC. THE COSTS FOR THESE ITEMS SHALL BE INCLUDED IN

THE UNIT PRICE FOR PIPE CULVERT.

3. NO SEPARATE PAYMENT WILL BE MADE FOR VIDEO TAPING PIPE CULVERTS. THE COSTS FOR VIDEO TAPING ARE INCLUDED IN THE UNIT

PRICES FOR PIPE CULVERT.

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

G E

N E

R A

L N

O T

E S

ORANGE COUNTY NOTES #2 (22" X 34")

WV

COM

WV

H

Y D

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

PRELIMINARYPRELIMINARY

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

T O

P O

G R

A P

H

IC

S U

R V

E

TOPO SURVEY (22" X 34")

THE ELECTRONIC SIGNATURE IS IN COMPLIANCE WITH F.A.C. 5J-17.602(3)

TV

H

Y D

EH

TS

THH

C O

ARV

RCW

RW

R

FO

G

COM

TRF

PX

te

FOH

CTV

E

T

0' 20'

BFA ENVIRONMENTAL CONSULTANTS

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST STREET

ORLANDO, FLORIDA 32803

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

PARCEL ID# 21-22-30-3932-05-270

AutoCAD SHX Text

PARCEL ID# 21-22-30-3932-05-010

AutoCAD SHX Text

FND 5/8" IR (NO ID)

AutoCAD SHX Text

FND 1/2" IR (NO ID)

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

INV. 18" RCP MES EL. 96.30'

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

JAMAJO BLVD (60' R/W PER PLAT)

AutoCAD SHX Text

LOT 1, BLOCK D JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 2, BLOCK D JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 28, BLOCK E JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 27, BLOCK E JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 1, BLOCK E JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 2, BLOCK E JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 18, BLOCK B JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 17, BLOCK B JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 16, BLOCK B JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 15, BLOCK B JAMAJO (PB J, PG 88)

AutoCAD SHX Text

FND 1/2" IP (NO ID)

AutoCAD SHX Text

LOT 1, BLOCK C JAMAJO (PB J, PG 88)

AutoCAD SHX Text

LOT 2, BLOCK C JAMAJO (PB J, PG 88)

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

PARCEL ID# 21-22-30-3932-04-010

AutoCAD SHX Text

PARCEL ID# 21-22-30-3932-03-010

AutoCAD SHX Text

PARCEL ID# 21-22-30-3932-02-150

AutoCAD SHX Text

PARCEL ID# 21-22-30-3932-02-170

AutoCAD SHX Text

BEACH BLVD (60' R/W PER PLAT)

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC DRIVE

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

CONC DRIVE

AutoCAD SHX Text

CONC DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

CONC DRIVE

AutoCAD SHX Text

CONC DRIVE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

SPEED BUMP

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

FENCE GATE

AutoCAD SHX Text

EDGE OF WATER EL. 95.99' (8/18/2023)

AutoCAD SHX Text

POST & CHAIN FENCE

AutoCAD SHX Text

12" CMP E. INV. EL. 98.35' W. INV. EL. 98.60'

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

15" RCP INV. EL. 96.54'

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

15" RCP INV. EL. 96.97'

AutoCAD SHX Text

15" RCP E. INV. EL. 98.13' W. INV. EL. 97.86'

AutoCAD SHX Text

15" CMP E. INV. EL. 98.56' W. INV. EL. 98.33'

AutoCAD SHX Text STORM INLET TOP EL. 98.84' W. WEIR EL. 98.44' N. INV. 18" RCP EL. 96.42' E. INV. 18" RCP EL. 96.49' S. INV. 15" RCP EL. 96.44'

AutoCAD SHX Text STORM MANHOLE TOP EL. 99.96' E. INV. 15" RCP EL. 96.93' S. INV. 15" RCP EL. 96.94' W. INV. 18" RCP EL. 96.99'

AutoCAD SHX Text

STORM INLET TOP EL. 98.90' E. INV. 12" CPP EL. 97.46' W. INV. 15" RCP EL. 96.00'

AutoCAD SHX Text STORM MANHOLE TOP EL. 100.14' E. INV. 12" CPP EL. 97.56' W. INV. 12" CPP EL. 97.53'

AutoCAD SHX Text

STORM INLET TOP EL. 99.50' E. WEIR EL. 99.04' W. INV. 12" CPP EL. 96.69'

AutoCAD SHX Text

12" CMP N. INV. EL. 98.33' S. INV. EL. 98.18'

AutoCAD SHX Text

15" RCP N. INV. EL. 98.28' S. INV. EL. 98.30'

AutoCAD SHX Text

CONC FLUME

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text TOPOGRAPHIC SURVEY SECTION 21, TOWNSHIP 22 SOUTH, RANGE 30 EAST CITY OF ORLANDO, ORANGE COUNTY, FLORIDA.ORANGE COUNTY, FLORIDA.

AutoCAD SHX Text Surveyor Certification This Topographic Survey was prepared under my direction and is true and correct to the best of my knowledge and belief. This Topographic Survey was performed in conformance with the “Standards of Practice” as contained in Chapter Standards of Practice” as contained in Chapter as contained in Chapter 5J-17, Florida Administrative Code, pursuant to Florida Statute 472. __________________________________________ Genel J. Sturgeon, PLS Date Date Florida Surveyor and Mapper PSM 5866 Barnes Ferland and Associates LB 7774 *Not valid without the signature and original raised seal of the Florida licensed surveyor and mapper

AutoCAD SHX Text

CONC

AutoCAD SHX Text

EL

AutoCAD SHX Text

INV

AutoCAD SHX Text

TYP

AutoCAD SHX Text

DE

AutoCAD SHX Text ABBREVIATION LEGEND ABBREVIATION LEGEND - ASBESTOS CONCRETE PIPE - CAMPHOR - CONCRETE - CORRUGATED METAL PIPE - CORRUGATED PLASTIC PIPE - DUCTILE IRON PIPE - DRAINAGE AND UTILITY EASEMENT - DRAINAGE EASEMENT - ELEVATION - FOUND - IDENTIFICATION - INVERT - IRON PIPE - IRON ROD AND CAP - IRON ROD - LICENSED BUSINESS - NAIL AND DISK - PAGE - PARKER KALON NAIL - PERMANENT CONTROL POINT - PLAT BOOK - POLYVINYL CHLORIDE - REINFORCED CONCRETE PIPE - RIGHT OF WAY - TYPICAL - UTILITY EASEMENT - VITRIFIED CLAY PIPE

AutoCAD SHX Text R/W

AutoCAD SHX Text

IRC

AutoCAD SHX Text

FND

AutoCAD SHX Text

ID

AutoCAD SHX Text

PG

AutoCAD SHX Text

PB

AutoCAD SHX Text

IP

AutoCAD SHX Text

PKN

AutoCAD SHX Text

DUE

AutoCAD SHX Text

PCP

AutoCAD SHX Text

CMP

AutoCAD SHX Text

RCP

AutoCAD SHX Text

IR

AutoCAD SHX Text

LB

AutoCAD SHX Text N&D

AutoCAD SHX Text

CAMPH

AutoCAD SHX Text

DIP

AutoCAD SHX Text

PVC

AutoCAD SHX Text

UE

AutoCAD SHX Text

6" OAK

AutoCAD SHX Text E

AutoCAD SHX Text

WV

AutoCAD SHX Text

IRR

AutoCAD SHX Text W/M

AutoCAD SHX Text C

AutoCAD SHX Text SYMBOL LEGEND SYMBOL LEGEND - AIR RELEASE VALVE - CABLE TV HAND HOLE - CABLE TV PEDESTAL - CONTROL PANEL - COMMUNICATIONS BOX - COMMUNICATIONS HAND HOLE - CLEANOUT - ELECTRIC BOX - ELECTRIC HAND HOLE - ELECTRIC MANHOLE - ELECTRIC METER - ELECTRIC TRANSFORMER - FIBER OPTIC HAND HOLE - FIBER OPTIC MARKER - FIRE HYDRANT - GAS MARKER - GAS VALVE - GUY WIRE - IRRIGATION VALVE - LIGHT POLE - MAST ARM - MAIL BOX - METAL SIGN - PEDESTRIAN CROSSING POLE - RECLAIM WATER MARKER - RECLAIM WATER METER - RECLAIM WATER VALVE - SANITARY MANHOLE - TELEPHONE HAND HOLE - TELEPHONE PEDESTAL - TRAFFIC HAND HOLE - TRAFFIC SIGNAL BOX - TREE (SIZE, TYPE) - UTILITY POLE - WATER METER - WATER VALVE - WELL

AutoCAD SHX Text S

AutoCAD SHX Text

GV

AutoCAD SHX Text

EM

AutoCAD SHX Text

VCP

AutoCAD SHX Text W

AutoCAD SHX Text

ACP

AutoCAD SHX Text

CPP

AutoCAD SHX Text (P)

AutoCAD SHX Text

OR

AutoCAD SHX Text

CH

AutoCAD SHX Text

- CALCULATED - PER DESCRIPTION - PER PLAT - CURVE DELTA ANGLE - CURVE RADIUS - CURVE LENGTH - CURVE CHORD BEARING - CURVE CHORD LENGTH - OFFICIAL RECORDS BOOK - POINT OF CURVATURE - POINT OF TANGENCY

AutoCAD SHX Text

PC

AutoCAD SHX Text

PT

AutoCAD SHX Text

CB

AutoCAD SHX Text Δ

AutoCAD SHX Text (D)

AutoCAD SHX Text C

AutoCAD SHX Text (C)

AutoCAD SHX Text R

AutoCAD SHX Text UNDERGROUND UTILITY LEGEND UNDERGROUND UTILITY LEGEND - BURIED ELECTRICAL LINE - BURIED TELEPHONE LINE - BURIED FIBER OPTIC LINE - BURIED FORCE MAIN - BURIED GAS LINE - OVERHEAD UTILITY LINE - BURIED RECLAIM WATER MAIN - BURIED TRAFFIC SIGNAL LINE - BURIED CABLE LINE - BURIED UNKNOWN UTILITY LINE - BURIED WATER MAIN - END OF INFORMATION

AutoCAD SHX Text

OHU

AutoCAD SHX Text

WM (B)

AutoCAD SHX Text

FM (B)

AutoCAD SHX Text

BT (B)

AutoCAD SHX Text

BE (B)

AutoCAD SHX Text

UNK (B)

AutoCAD SHX Text

RWM (B)

AutoCAD SHX Text

TV (B)

AutoCAD SHX Text

TRF (B)

AutoCAD SHX Text

FO (B)

AutoCAD SHX Text G (B)

AutoCAD SHX Text Surveyor's Notes 1. This Topographic Survey is not valid unless signed and embossed with the raised seal of a Florida licensed Surveyor and Mapper. 2. Lands were not researched by this firm for matters such as ownership, easements, right of way or other matters in the public records that may affect these lands. A title report was not provided to the Surveyor at the time of survey. 3. Coordinates are relative to the Florida State Plane Coordinate System, East Zone, North American Datum of 1983/1990 Adjustment. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988 (NAVD 88) and based on the following Orange County benchmarks: 11-012 - Elevation 105.044' 11-011 - Elevation 108.078' 5. Last day in the field: 8/24/2023. 6. Graphic symbols shown hereon may not be to scale. 7. This Topographic Survey is certified true and correct to: Singhofen & Associates, Inc. 8. No underground structures or foundations were located by this survey. 9. This Topographic Survey is of the area as specified by the Client only. 10. This is not a Boundary Survey and does not purport to be one.

COM

WV

H

Y D

0+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80 2+20 2+40 2+60 2+801+00 2+00 3+00 0+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80 2+20 2+40 2+60 2+801+00 2+00 3+00

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

P L

A N

A N

D P

R O

F

IL

E

PLAN

SCALE AS NOTED

PROFILE

1" = 20' (HORIZONTAL), 1" = 2' (VERTICAL)

0+00 1+00 2+00 3+00 4+00

ALL ELEVATIONS IN FT, NAVD

B E

A C

H B

O U

L E

V A

R D

0' 20'

PD-01

BASELINE "A"

PD-01PD-02

PD-02

BASELINE COORDINATE GEOMETRY

B01 BEGIN BASELINE

B02 INFLECTION POINT ON BASELINE

1536135.5360

NUMBER EASTINGDESCRIPTION NORTHING

1536137.1060 551842.5000 551891.9090

B03 INFLECTION POINT ON BASELINE 1536140.6380 551941.6740

B04

INFLECTION POINT ON BASELINE 1536144.7800 551991.2970B05

INFLECTION POINT ON BASELINE 1536148.7850 552040.5630B06

INFLECTION POINT ON BASELINE 1536151.4560 552073.3920B07

INFLECTION POINT ON BASELINE 1536157.4250 552140.0340B08

END BASELINE 1536159.6187 552161.5272

STATION

0+00.00 0+49.43 0+99.32

1+49.12 1+98.55 2+31.49 2+98.40 3+20.00

OFFSET

0.00' 0.00' 0.00'

0.00' 0.00' 0.00' 0.00' 0.00'

SURVEY BENCHMARK 1536155.0030 551941.4810 1+00.33 100.76' L

B09

STATION 0+00

BEGIN BASELINE

WHERRELL

4395 BEACH BOULEVARD

PARCEL 21-22-30-3932-03-010

B01 B02

B03

B04

B05

BEACH BOULEVARD

PARCEL 21-22-30-3932-02-170

4401 BEACH BOULEVARD

NOEL-CORNELISON

B07

B06

PARCEL 21-22-30-3932-02-150

4445 BEACH BOULEVARD

STEFFENHAGEN

B08 B09

STATION 3+20

END BASELINE

PARCEL 21-22-30-3932-04-010

1224 JAMAJO BOULEVARD

LUGO

JA

M

A

JO

B O

U L

E V

A R

D

PARCEL 21-22-30-3932-05-270

1225 JAMAJO BOULEVARD

SMITH

COSTELLO

4444 BEACH BOULEVARD

PARCEL 21-22-30-3932-05-010

ALONG BASELINE

EXISTING GRADE

S. INV. 15" RCP EL. 96.44

E. INV. 18" RCP EL. 96.49

N. INV. 18" RCP EL. 96.42

W. SLOT EL. 98.44

TOP EL. 98.84

EXISTING 18" RCP

EXISTING 15" RCP

EXISTING 18" RCP

EXISTING 15" RCP

W. INV. 18" RCP EL. 96.99

S. INV. 15" RCP EL. 96.94

E. INV. 15" RCP EL. 96.93

TOP EL. 99.96

W. INV. 15" RCP EL. 96.00

E. INV. 12" CPP EL. 97.46

TOP EL. 98.90

EXISTING

12" CPP

12" CPP

EXISTING

W. INV. 12" CPP EL. 96.69

E. SLOT EL. 99.04

TOP EL. 99.50

W. INV. 12" CPP EL. 97.53

E. INV. 12" CPP EL. 97.56

TOP EL. 100.14

PD-03

PROPOSED 7 LF ~ 15" RCP @ 1.43%

PD-03

H.P.H.P.

EXISTING STORM INLET

EXISTING STORM MANHOLE

EXISTING STORM INLET

EXISTING STORM MANHOLE

EXISTING STORM INLET

L.P.

SEE THE GRADING AND DRAINAGE

PLAN FOR A DETAIL OF THIS AREA

PROPOSED 7 LF ~ 15" RCP @ 1.43%

EXISTING 15" RCP

PLAN FOR A DETAIL OF THIS AREA

SEE THE PAVEMENT RESTORATION

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text D

AutoCAD SHX Text

INV. 18" RCP MES EL. 96.30'

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

12" CMP E. INV. EL. 98.35' W. INV. EL. 98.60'

AutoCAD SHX Text

15" RCP INV. EL. 96.54'

AutoCAD SHX Text

15" RCP INV. EL. 96.97'

AutoCAD SHX Text

15" RCP E. INV. EL. 98.13' W. INV. EL. 97.86'

AutoCAD SHX Text

15" CMP E. INV. EL. 98.56' W. INV. EL. 98.33'

AutoCAD SHX Text STORM INLET TOP EL. 98.84' W. WEIR EL. 98.44' N. INV. 18" RCP EL. 96.42' E. INV. 18" RCP EL. 96.49' S. INV. 15" RCP EL. 96.44'

AutoCAD SHX Text STORM MANHOLE TOP EL. 99.96' E. INV. 15" RCP EL. 96.93' S. INV. 15" RCP EL. 96.94' W. INV. 18" RCP EL. 96.99'

AutoCAD SHX Text

STORM INLET TOP EL. 98.90' E. INV. 12" CPP EL. 97.46' W. INV. 15" RCP EL. 96.00'

AutoCAD SHX Text STORM MANHOLE TOP EL. 100.14' E. INV. 12" CPP EL. 97.56' W. INV. 12" CPP EL. 97.53'

AutoCAD SHX Text

STORM INLET TOP EL. 99.50' E. WEIR EL. 99.04' W. INV. 12" CPP EL. 96.69'

AutoCAD SHX Text

12" CMP N. INV. EL. 98.33' S. INV. EL. 98.18'

15" RCP N. INV. EL. 98.28' S. INV. EL. 98.30'

1+80 2+20 2+40 2+60 2+802+001+80 2+20 2+40 2+60 2+802+00

PROPOSED CONCRETE APRON

PD-02

FDOT INDEX NO. 425-001, 425-010, 425-025

CONSTRUCT DRAINAGE INLET (<10')

TYPE "P-10" CURB INLET

INV. EL. 96.60 (15" N)

EDGE OF PAVEMENT EL. 99.38

STATION 1+85.06, OFFSET 12.45' L

N 1536160.0986, E 552026.1092

PD-01

FDOT INDEX NO. 425-001, 425-010, 425-025

TYPE "P-10" CURB INLET

CONSTRUCT DRAINAGE INLET (<10')

INV. EL. 96.10 (15" N)

EDGE OF PAVEMENT EL. 99.45

STATION 2+14.90, OFFSET 12.66' L

N 1536162.7387, E 552055.9227

SEE THE DRAINAGE STRUCTURE DETAILS

PROPOSED DRAINAGE STRUCTURES

PD-03

FDOT INDEX NOS. 425-001, 425-010

TYPE "P-7" WITH RING AND SOLID COVER

CONSTRUCT DRAINAGE MANHOLE (<10')

INV. EL. ±96.50 (15" E, W)

TOP EL. ±99.50 (FIELD ADJUST)

STATION 1+85.06, OFFSET 19.43' L

N 1536167.0723, E 552025.6764

SEE THE DRAINAGE STRUCTURE DETAILS

PROPOSED SWALE GRADING

BEACH BOULEVARDBASELINE "A"

PARCEL 21-22-30-3932-02-170

4401 BEACH BOULEVARD

NOEL-CORNELISON

ESTIMATED QUANTITIES

1 ROADWAY OPEN CUT

3 ASPHALT MILLING

6 TYPE "F" CURB AND GUTTER => 12 LF

7 DROP CURB => 21 LF

10 CONCRETE SIDEWALK (4" THICK) => 80 SF

11 CONCRETE DRIVEWAY (6" THICK) => 165 SF

FDOT INDEX 520-001

FDOT INDEX 520-001

FDOT INDEX 522-001

SEE THE DRAINAGE STRUCTURE DETAILS

M.E.

99.35

99.28 M.E.

M.E.

99.20

EXISTING HEDGE

EXISTING HEDGE

13 LANDSCAPE PLANTINGS

SEE THE NOTES ON THIS SHEET

PD-02

PD-03

INSET DETAIL NOTES - GENERAL

1. THE COSTS FOR EXCAVATION AND GRADING ARE INCIDENTAL TO THE

BID PRICE FOR CONCRETE DRIVEWAY AND SIDEWALKS.

2. THE COST FOR MODIFYING THE EXISTING DITCH BOTTOM INLET IS

INCIDENTAL TO THE BID PRICE FOR STORM PIPE.

3. THE EXISTING HEDGES AT 4401 BEACH BOULEVARD ARE TO BE

PROTECTED AND SHOULD REMAIN TO THE GREATEST EXTENT

PRACTICABLE. ANY HEDGES THAT HAVE TO BE REMOVED WILL BE

REPLACED IN ACCORDANCE WITH THE LANDSCAPE PLANTING LIST

PROVIDED WITHIN THE CONSTRUCTION PLANS.

SUBSTITUTION FOR INCREASING VERTICAL

TYPE "P-8" MANHOLE IS AN ACCEPTABLE

SEPARATION IF THE CONE RISER CAN BE

ACCOMMODATED BY THE PRECAST DESIGN

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

0' 5'

G R

A D

IN

G

A N

D D

R A

IN

A

G E

P L

A N

B

E A

C H

B O

U L

E V

A R

D

PARCEL 21-22-30-3932-02-150

4445 BEACH BOULEVARD

STEFFENHAGEN

PD-01

2 ROADWAY OPEN CUT

8 TYPE "F" CURB AND GUTTER => 35 LF

FDOT INDEX 520-001

9 FLARED END

FDOT INDEX 520-001

12 CONCRETE SIDEWALK (4" THICK) => 395 SF

FDOT INDEX 522-001

M.E.M.E.

98.9- -

4.7%±6%

2.8% 0.6%

2.0%

2.0%

PLAN

SCALE AS NOTED

xx.xxxx.xx

GRADING LEGEND

PROPOSED SPOT GRADE

PROPOSED SLOPEx.x%

EXISTING SPOT GRADE

INSET DETAIL

NOT TO SCALE

SEE THE INSET DETAIL

ON THIS SHEET

BEACH BOULEVARD

PARCEL 21-22-30-3932-02-170

4401 BEACH BOULEVARD

NOEL-CORNELISON

SEE THE NOTES ON THIS SHEET

SEE THE NOTES ON THIS SHEET

M.E.

.38

M.E.99.80

.32M.

E.

M.E.

99.

99.75 99.60

99.37 99.45

99.32 99.42

99.40 99.35

M.E.

99.38

99.51

M.E.

99.18 99.50

.1899 .50

99.1199.50

99.47 99.15

99.40 99.45

99.

3999.

.2999 .69

.75

.38

.43M.

E.

.44M.

E.

M.

E.

.45

99.82 99.38

99.26

99.72

99.59 99.90

.63

0.0

M.E.

99.52

0.0

0.1

±100 99.98

±99.6 M.E.

±99.6 M.E.

±100±100

100.01

100.10

99.85 100.20

99.90

100.30

99.62 100.00

99.70 100.10

99.78 99.90

99.59

99.80 99.43

M.E.

99.64 M.E.

.5- -

BEGIN TYPE "F" CURB

AND GUTTER TRANSITION

WITH NON-SHRINK GROUT

SEAL THE NEW PIPE CONNECTION

DITCH BOTTOM INLET AND

CORE BORE THE EXISTING

SPEED BUMP

ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

ASPHALT

CONCRETE

HEDGE

DRIVEWAY

CONCRETE

5 ALUMINUM PIPE GUIDERAIL => 15 LF

FDOT INDEX 515-070

ALUMINUM PIPE GUIDERAIL

SEE THE MISCELLANEOUS DETAILS

BEYOND THE RING AND COVER

4 ASPHALT PAVEMENT

SEE THE PAVEMENT RESTORATION PLAN

SEE THE PAVEMENT RESTORATION PLAN

SEE THE PAVEMENT RESTORATION PLAN

SEE THE PAVEMENT RESTORATION PLAN

PD-01

EXTEND CONCRETE SIDEWALK 12"

INSET DETAIL NOTES - SIDEWALK

1. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS PER FDOT

INDEX 522-002.

2. CROSS SLOPE FOR ALL PEDESTRIAN ACCESSIBLE ROUTES SHALL BE

1.0% MINIMUM AND 2.0% MAXIMUM.

3. RUNNING SLOPE FOR PEDESTRIAN ACCESSIBLE ROUTES WITHOUT

HANDICAP RAMPS AND HANDRAILS SHOWN NOT EXCEED 5.0%.

WV

H

Y D

0+80 1+20 1+40 1+60 1+80 2+20 2+40 2+60 2+801+00 2+00 3+000+80 1+20 1+40 1+60 1+80 2+20 2+40 2+60 2+801+00 2+00 3+00

ESTIMATED QUANTITIES

1 ROADWAY OPEN CUT => 180 SF

3 ASPHALT MILLING (1" AVG. DEPTH) => 4,450 SF

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

0' 10'

P A

V E

M E

N T

R E

S T

O R

A T

IO

N

P L

A N

B

E A

C H

B O

U L

E V

A R

D

2 ASPHALT PAVEMENT (2" THICK) => 180 SF

PLAN

SCALE AS NOTED

DRIVEWAY

CONCRETE

4 ASPHALT PAVEMENT (1" THICK) => 4,450 SF

STANDARD ROADWAY OPEN CUT AND PAVEMENT RESTORATION DETAIL

NOT TO SCALE

SURFACE REPLACEMENT TO BE

SUPERPAVE ASPHALTIC CONCRETE

SP-9.5, FINE GRADED TRAFFIC C MIX

VARIES

PIPE DIAM.

MECHANICALLY SAW-CUT

SURFACE JOINT SHALL BE

50' (TYP.)

EXISTING ASPHALT

EXISTING BASE

EXISTING SUB-GRADE

FDOT CLASS NS CONCRETE

FDOT EXCAVATABLE

FLOWABLE FILL

1' MIN.

2' MIN.

1' MIN.

EXISTING SUB-GRADE

8"

3' (T

YP

EXISTING ASPHALT

EXISTING BASE

MECHANICALLY SAW-CUT

SURFACE JOINT SHALL BE

50' (TYP.)

PARCEL 21-22-30-3932-02-170

4401 BEACH BOULEVARD

NOEL-CORNELISON

PARCEL 21-22-30-3932-02-150

4445 BEACH BOULEVARD

STEFFENHAGEN

BASELINE "A"

JA

M

A

JO

B O

U L

E V

A R

D

BEACH BOULEVARD

PARCEL 21-22-30-3932-05-270

1225 JAMAJO BOULEVARD

SMITH

STATION 1+24.77, 11.39' L

STATION 1+24.77, 15.20' R

STATION 3+15.16, 11.75' L

3 4

MECHANICALLY SAW-CUT

SURFACE JOINT SHALL BE

NOTES:

1. COST OF FDOT CLASS NS CONCRETE AND

FDOT EXCAVATABLE FLOWABLE FILL SHALL

BE INCLUDED IN THE PRICE OF PIPE.

ROAD OPEN CUT

2" MINIMUM THICKNESS

1 2 1 2

SEE THE NOTES ON THIS SHEET

EXISTING SPEED BUMP

NOTES:

1. COST OF REPLACING THE EXISTING SPEED

BUMP SHALL BE INCLUDED IN THE PRICE OF

ASPHALT MILLING AND ASPHALT PAVEMENT.DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

ASPHALT

WHERRELL

4395 BEACH BOULEVARD

PARCEL 21-22-30-3932-03-010

STATION 3+15.16, 11.67' R

RESTORATION

BEGIN PAVEMENT

RESTORATION

END PAVEMENT

MECHANICALLY SAW-CUT

SURFACE JOINT SHALL BE

D

COM

WV

H

Y D

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

P O

L L

U T

IO

N

C O

N T

R O

L S

0' 15'

POLLUTION CONTROLS

INLET PROTECTION

STAKED SILT FENCE (TYPE III)

TURBIDITY BARRIER

1. EROSION, SEDIMENT AND TURBIDITY

CONTROL SHALL BE MAINTAINED AT

ALL TIMES DURING CONSTRUCTION OF

THE PROJECT AND SHALL BE REMOVED

BY THE CONTRACTOR AFTER FINAL

ACCEPTANCE OF THE PROJECT BY THE

OWNER. THESE CONTROL MEASURES

ARE ONLY THE MINIMUM REQUIRED

AND ADDITIONAL CONTROLS SHALL BE

UTILIZED AS NEEDED, DEPENDENT

UPON ACTUAL SITE CONDITIONS AND

CONSTRUCTION OPERATIONS.

2. ALL DISTURBED AREAS WILL BE

BROUGHT TO FINAL GRADE, SEEDED

AND MULCHED OR SODDED AS SOON

AS POSSIBLE.

3. AREAS WHICH MAY ERODE DUE TO

SLOPES OR CONCENTRATED RUNOFF

DURING CONSTRUCTION WILL BE

PROTECTED WITH SILT FENCE OR

OTHER ALTERNATIVE METHODS.

PRO-ECT AREA

APPROXIMATE LIMITS OF LAND

DISTURBING ACTIVITIES

ROUTINE MAINTENANCE

DURING CONSTRUCTION

0.14 AC

1. NPDES PERMIT IS NOT REQUIRED.

SUSANNAH

LA.E

:HERRELL

4395 BEACH BOULEVARD

PARCEL 21-22-30-3932-03-010 PARCEL 21-22-30-3932-02-170

4401 BEACH BOULEVARD

NOEL�CORNELISON

PARCEL 21-22-30-3932-02-150

4445 BEACH BOULEVARD

STE))ENHAGEN

LUGO

1224 JAMAJO BOULEVARD

PARCEL 21-22-30-3932-04-010

-A M

A -O

B O

U L

E V

A R

D

PARCEL 21-22-30-3932-05-270

1225 JAMAJO BOULEVARD

SMITH

COSTELLO

4444 BEACH BOULEVARD

PARCEL 21-22-30-3932-05-010

BEACH BOULEVARD

AERIAL IMAGE DATED 2021

FDOT OFFICE OF SURVEYING & MAPPING

BEACH BOULEVARD

EXISTING OUTFALL DITCH

EXISTING OUTFALL PIPE

EDGE OF WATER

D

DA

TE

RE

V.

DE

SC

RI

PT

IO

N

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

301 West SR 434, Suite 309 Winter Springs, Florida 32708

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

SAI-22004

GAT

CAD

DWH

JULY 2024

Pegasus Engineering, LLC

SHEET OF

July 29, 2024

B E

A C

H B

O U

L E

V A

R D

D R

A

IN

A G

E

IM

P R

O V

E M

E N

T S

T E

M P

O R

A R

E

R O

S

IO

N C

O N

T R

O L

D E

T

IA

L S

SILT FENCE

GRAVEL CONSTRUCTION ENTRANCE

TOTAL DEPTH

HEIGHT ABOVE WATER (24" MAX.)

TOP EL.

BOTTOM EL.

TOP EL.

BOTTOM EL.

FRONT VIEW

PROFILE VIEW

PROTECTED AREACONSTRUCTION AREA

EXISTING GROUND

EROSION / SILT

FLOW

6"

4" MIN. EMBEDMENT DEPTH

FILTER FABRIC

FILTER FABRIC (FDOT INDEX NO. 199)

FLOC LOGS

FLOATING TURBIDITY BARRIER

ROCK CHECK DAM

POLLUTION CONTROLS

6" MINIMUM

SEE PLAN

SEE

PLAN

FDOT #1 COARSE AGGREGATE

(2- TO 3-INCH DIAMETER STONE)

HARD SURFACE

PUBLIC ROAD

SOIL TRACKING PREVENTION DEVICE

SIDEWALK

SOCK COVERED

PERFORATED PIPE CONC. CURB

AND GUTTER

SANDBAGS

SIDEWALK

SANDBAGS

NOTES:

1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENT, WHERE WATER CAN POND AND ALLOW

SEDIMENT TO SEPARATE FROM RUNOFF.

2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE FILLED WITH GRAVEL LAYERED AND PACKED TIGHTLY.

3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW.

4. INSPECT BARRIERS AND REMOVED SEDIMENT AFTER EACH STORM EVENT SEDIMENT AND GRAVEL MUST BE REMOVED

FROM THE TRAVELED WAY IMMEDIATELY.

5. AT THE END OF EACH WORKDAY, SWEEP OR SCRAPE UP SOIL TRACKED ONTO THE STREET.

CURB INLET OR DITCH BOTTOM INLET

(CURB INLET SHOWN FOR GRAPHICAL PURPOSES ONLY)

WRAP AND ENCAPSULATE INLET

GRATE WITH FILTER FABRIC

SYNTHETIC HAY BALES

OR SILT FENCE

INLET PROTECTION

NOTES:

1. ROCK MATERIAL SHALL BE FDOT AGGREGATE #1 (2- TO 3-INCH DIAMETER) STONE.

2. FILTER FABRIC SHALL BE INSTALLED PRIOR TO PLACEMENT OF ROCK TO PREVENT OVER-EXCAVATION DURING

ROCK REMOVAL.

3. FLOC LOGS WILL BE USED IN THE EVENT THAT BYPASS PUMPING IS REQUIRED DURING CONSTRUCTION, OR AS DIRECTED BY THE OWNER OR ENGINEER, TO MINIMIZE TURBIDITY DISCHARGED DOWNSTREAM (PROTECTED AREAS). FLOC LOGS TO BE SUPPLIED BY APPLIED POLYMER SYSTEMS, INC. OR APPROVED EQUIVALENT.

4. EROSION CAUSED BY FLOWS AROUND THE EDGES OF THE DAM SHALL BE CORRECTED IMMEDIATELY.

5. THE CONTRACTOR WILL BE REQUIRED TO REMOVE SEDIMENTS UPSTREAM OF THE DAM WHEN:

- THE ACCUMULATED SEDIMENT HAS REACHED ONE-HALF THE ORIGINAL HEIGHT OF THE DAM; OR

- AT THE DIRECTION OF THE OWNER OR ENGINEER.

6. AT THE END OF CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO REMOVE THE ROCK CHECK DAM, ANY

ACCUMULATED SEDIMENTS AND ROCK MATERIAL BOTH UPSTREAM AND DOWNSTREAM OF THE DAM.

NOT IN CONTRACT

NOT IN CONTRACT

AutoCAD SHX Text INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

AutoCAD SHX Text

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL…