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Callbefore you dig.

CALL 2 %USINESS

DAYS %EFORE

YOU DIG

IT

S THE LAW�

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

LOCATION MAP

SITE PLAN FOR

NORTH

DRAWING INDE;

SHEET TITLE

PRO-ECT

PRO-ECT

LOCATION

OWNER�APPLICANT:

CITY OF OCALA

SUR9EYOR:

ECHE=A%AL ASSOCIATES, INC.

108 COUNTRY CLU% DRI9E

TAMPA, FLORIDA 33612

�352� 351-00�1

PRO-ECT OWNER AND CONSULTANTS

UTILITY PRO9IDERS

SCALE: 1� 5,280

C001 - CO9ER SHEET

C002 - GENERAL NOTES

C003 - MASTER SITE PLAN

C004 - �8206 SITE PLAN

C005 - CONSTRUCTION DETAILS

DRAWING INDE;

SHEET TITLE

BUS STOP DESIGN

SERVICES

CITY OF OCALA, FLORIDA

DECEMBER 2022

SITE PLAN FOR

SECTION 15, TOWNSHIP 15 SOUTH, RANGE 22 EAST

C O

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C001

CI9IL ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE 17TH STREET, SUITE 400

OCALA, FLORIDA 34471

�352� 438-3000

BUS STOP NUMBER 8206

COORDINATES 29.1832 N -82.1033 E

ELECTRIC

CITY OF OCALA ELECTRIC

RANDY HAHN

�352� 351-6615

STACEY FERRANTE

�352� 351-6775

TELEPHONE

CENTURY LINK

-OHN PALMONDON

�352� 245-4444

COMMUNICATIONS

CO; COMMUNICATIONS

PAUL CHRISTOPHER

�352� 337-200�

GAS

TECO

%RUCE STOUT

�407� 466-2662

FI%ER

UNITI

KYLE HILL

�850�544-1400

FI%ER

CITY OF OCALA - FI%ER

O

SHANE PARKER

�352� 401-6�50

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Callbefore you dig.

CALL 2 %USINESS

DAYS %EFORE

YOU DIG

IT

S THE LAW�

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

PA9ING, GRADING AND DRAINAGE NOTES

1. ALL PA9ING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN -URISDICTION

S RIGHT-OF-WAY SHALL %E IN ACCORDANCE WITH

LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS �LATEST EDITION� OR FDOT SPECIFICATIONS AND STANDARDS �LATEST EDITION� IF

NOT CO9ERED %Y LOCAL OR COUNTY REGULATIONS.

2. ALL UNPA9ED AREAS IN E;ISTING RIGHTS-OF-WAY DISTUR%ED %Y CONSTRUCTION SHALL %E REGRADED AND SODDED.

3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE RE4UIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DE9ICES �U.S. DOT�FHA� AND THE RE4UIREMENTS OF THE STATE AND ANY LOCAL AGENCY HA9ING -URISDICTION. IN THE E9ENT THAT THE CONTRACT DOCUMENTS AND THE -URISDICTIONAL AGENCY RE4UIREMENTS ARE NOT IN AGREEMENT, THE MOST

STRINGENT SHALL GO9ERN.

4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELE9ATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER E9ERY RAINFALL UNTIL A GRASS STAND IS WELL ESTA%LISHED OR ADE4UATE STA%ILI=ATION OCCURS.

5. ALL OPEN AREAS WITHIN THE PRO-ECT SITE SHALL %E SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN.

6. ALL AREAS INDICATED AS PA9EMENT SHALL %E CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PA9EMENT SECTIONS AS INDICATED

ON THE DRAWINGS.

7. ALL DRAINAGE STRUCTURES SHALL %E CLEANED OF DE%RIS AS RE4UIRED DURING AND AT THE END OF CONSTRUCTION TO PRO9IDE

POSITI9E DRAINAGE FLOWS.

8. IF DEWATERING IS RE4UIRED, THE CONTRACTOR SHALL O%TAIN ANY APPLICA%LE RE4UIRED PERMITS. THE CONTRACTOR IS TO

COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY E;CA9ATION.

�. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS RE4UIRED. IN SOME CASES TOPSOIL MAY %E STOCKPILED ON

SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS %UT ONLY AS DIRECTED %Y THE OWNER.

10. FIELD DENSITY TESTS SHALL %E TAKEN AT INTER9ALS IN ACCORDANCE WITH THE LOCAL -URISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE E9ENT THAT THE CONTRACT DOCUMENTS AND THE -URISDICTIONAL AGENCY RE4UIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GO9ERN.

11. ALL SLOPES AND AREAS DISTUR%ED %Y CONSTRUCTION SHALL %E GRADED AS PER PLANS. THE AREAS SHALL THEN %E SODDED UNLESS SPECIFIED OTHERWISE IN THE PLANS, FERTILI=ED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTA%LISHED IN ALL AREAS. ANY AREAS DISTUR%ED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE -O% SHALL %E CORRECTED %Y THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL %E SODDED UNLESS SHOWN OTHERWISE ON THE

LANDSCAPING PLAN.

12. ALL CUT OR FILL SLOPES SHALL %E 4 �HORI=ONTAL� :1 �9ERTICAL� OR FLATTER UNLESS OTHERWISE SHOWN.

13. THE CONTRACTOR SHALL %E RESPONSI%LE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PRO9IDE WATER SPRINKLING OR OTHER SUITA%LE METHODS OF CONTROL IN ACCORDANCE WITH STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTI9ITIES.

14. THE CONTRACTOR SHALL TAKE ALL RE4UIRED MEASURES TO CONTROL TUR%IDITY, INCLUDING %UT NOT LIMITED TO THE INSTALLATION OF TUR%IDITY %ARRIERS AT ALL LOCATIONS WHERE THE POSSI%ILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEI9ING WATER %ODY E;ISTS DUE TO THE PROPOSED WORK. TUR%IDITY %ARRIERS MUST %E MAINTAINED IN EFFECTI9E CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTUR%ED SOIL AREAS ARE STA%ILI=ED. THEREAFTER, THE CONTRACTOR MUST REMO9E THE %ARRIERS. AT NO TIME SHALL THERE %E ANY OFF-SITE DISCHARGE WHICH 9IOLATES THE WATER 4UALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATI9E CODE.

15. SOD, WHERE CALLED FOR, MUST %E INSTALLED AND MAINTAINED ON E;POSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PRE9ENT EROSION, SEDIMENTATION OR TUR%ID DISCHARGES.

16. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD %ASE MATERIALS. THE CONTRACTOR SHALL ALSO E;CA9ATE AND REMO9E ALL UNDESIRA%LE MATERIAL FROM ALL AREAS

ON THE SITE TO %E PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.

17. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER

S RECOMMENDATIONS

18. THE CONTRACTOR IS TO PRO9IDE A 12� %ITUMINOUS E;PANSION -OINT MATERIAL WITH SEALER, AT A%UTMENT OF CONCRETE AND ANY

STRUCTURE.

1�. STANDARD PLANS INDE;ES REFER TO THE LATEST EDITION OF FLORIDA DEPARTMENT OF TRANSPORTATION �STANDARD PLANS FOR ROAD CONSTRUCTION� FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, UNLESS

NOTED OTHERWISE.

20. ANY MAINTENANCE OF TRAFFIC RE4UIRED %Y LOCAL OR STATE AGENCIES WILL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION �STANDARD PLANS FOR ROAD CONSTRUCTION� INDE; SERIES 102 OR AS RE4UIRED %Y THE AUTHORITY HA9ING

-URISDICTION.

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR AND SU%CONTRACTORS SHALL O%TAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION �STANDARD PLANS FOR

ROAD CONSTRUCTION� �LATEST EDITION� AND %ECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICA%LE TO THESE STANDARDS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL %E RESPONSI%LE FOR FURNISHING ALL MATERIAL AND LA%OR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRI%ED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPRO9ING AUTHORITIES, SPECIFICATIONS AND RE4UIREMENTS. CONTRACTOR SHALL CLEAR AND GRU% ALL AREAS UNLESS OTHERWISE INDICATED, REMO9ING TREES, STUMPS, ROOTS, MUCK, E;ISTING PA9EMENT AND ALL OTHER DELETERIOUS MATERIAL.

3. E;ISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION A9AILA%LE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SUR9EY AND HA9E NOT %EEN INDEPENDENTLY 9ERIFIED %Y THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL E;ISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF

ANY E;ISTING UTILITIES IS THE CONTRACTOR

S RESPONSI%ILITY AND SHALL %E DONE %EFORE COMMENCING ANY WORK IN THE 9ICINITY.

FURTHERMORE, THE CONTRACTOR SHALL %E FULLY RESPONSI%LE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR

S FAILURE TO

E;ACTLY LOCATE AND PRESER9E ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIA%ILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED %ECAUSE OF THE OPERATIONS IN THE 9ICINITY OF E;ISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY %RACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, %RACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL %E CONTACTED AND THEIR PERMISSION O%TAINED REGARDING THE METHOD TO USE FOR SUCH WORK.

4. IT IS THE CONTRACTOR

S RESPONSI%ILITY TO CONTACT THE 9ARIOUS UTILITY COMPANIES WHICH MAY HA9E %URIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA %EFORE COMMENCING WORK. THE CONTRACTOR SHALL PRO9IDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO %EGINNING CONSTRUCTION. AN APPRO;IMATE LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL %EFORE COMMENCING WORK IS PRO9IDED ON THE CO9ER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SER9ES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY.

5. THE CONTRACTOR SHALL %E RESPONSI%LE FOR O%TAINING ALL RE4UIRED CONSTRUCTION PERMITS AND %ONDS IF RE4UIRED PRIOR TO

CONSTRUCTION.

6. THE CONTRACTOR SHALL HA9E A9AILA%LE AT THE -O% SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY RE4UIRED CONSTRUCTION PERMITS.

7. ANY DISCREPANCIES ON THE DRAWINGS SHALL %E IMMEDIATELY %ROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER %EFORE COMMENCING WORK. NO FIELD CHANGES OR DE9IATIONS FROM DESIGN ARE TO %E MADE WITHOUT PRIOR APPRO9AL OF THE OWNER AND

NOTIFICATION TO THE ENGINEER.

8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER RE4UIRED TEST RESULTS ARE TO %E SENT TO THE OWNER AND DESIGN ENGINEER OF

RECORD DIRECTLY FROM THE TESTING AGENCY.

�. THE CONTRACTOR SHALL %E RESPONSI%LE FOR SU%MITTING TO THE ENGINEER A CERTIFIED RECORD SUR9EY SIGNED AND SEALED %Y A PROFESSIONAL LAND SUR9EYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPRO9EMENTS THAT ARE RE4UIRED %Y THE -URISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SUR9EY COSTS WILL %E THE

CONTRACTORS RESPONSI%ILITY.

10. THE CONTRACTOR SHALL %E RESPONSI%LE FOR DOCUMENTING AND MAINTAINING AS-%UILT INFORMATION WHICH SHALL %E RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTER9ALS AND SHALL %E RESPONSI%LE FOR PRO9IDING AS-%UILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO -URISDICTIONAL AGENCIES AS RE4UIRED. ALL AS-%UILT DATA SHALL %E COLLECTED %Y A STATE OF FLORIDA PROFESSIONAL LAND SUR9EYOR WHOSE SER9ICES ARE ENGAGED %Y THE CONTRACTOR. CONTRACTOR TO PRO9IDE AS-%UILT INFORMATION TO CITY OF OCALA FOR CITY FACILITIES.

11. THE CONTRACTOR SHALL %E RESPONSI%LE FOR 9ERIFYING THAT THE PROPOSED IMPRO9EMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN E;ISTING OR OTHER PROPOSED IMPRO9EMENTS. IF ANY CONFLICTS ARE DISCO9ERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD %E AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIA%LE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIE9ES OWNER OF ANY O%LIGATION TO PAY FOR A RELATED CHANGE

ORDER.

12. %ACKFILL MATERIAL SHALL %E SOLIDLY TAMPED AROUND PIPES IN 6� LAYERS UP TO A LE9EL OF AT LEAST ONE FOOT FROM THE TOP OF THE PIPE.

IN AREAS TO %E PA9ED, %ACKFILL SHALL %E COMPACTED TO 100� MA;IMUM DENSITY AS DETERMINED %Y AASHTO T-��.

13. SITE WORK CONCRETE SHALL HA9E A COMPRESSI9E STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.

14. ALL PRI9ATE AND PU%LIC PROPERTY AFFECTED %Y THIS WORK SHALL %E RESTORED TO A CONDITION E4UAL TO OR %ETTER THAN E;ISTING CONDITIONS UNLESS SPECIFICALLY E;EMPTED %Y THE PLANS. ADDITIONAL COSTS ARE

INCIDENTAL TO OTHER CONSTRUCTION AND NO E;TRA COMPENSATION WILL %E ALLOWED.

15. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSI%LE FOR

MEANS AND METHODS FOR CONSTRUCTION SITE.

16. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILI=ATION. THE CONTRACTOR SHALL %E RESPONSI%LE FOR MAINTAINING THESE AREAS UNTIL THE PRO-ECT IS COMPLETED AND ACCEPTED %Y THE OWNER.

17. THE CONTRACTOR WILL %E RESPONSI%LE FOR MAKING A 9ISUAL INSPECTION OF THE SITE AND WILL %E RESPONSI%LE FOR THE DEMOLITION AND REMO9AL OF ALL UNDERGROUND AND A%O9E GROUND STRUCTURES THAT WILL NOT %E INCORPORATED WITH THE NEW

FACILITIES. SHOULD ANY DISCREPANCIES E;IST WITH THE PLANS, THE CONTRACTOR SHALL %E RESPONSI%LE FOR CALLING THE OWNER AND

RE4UESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.

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#2022

#2016

#2011

#4065

#4017

#6040

#6034 #8206

#8303

#8608

#6021

#6017

#4006

#2035

#2002

#2028#2025

#8216

NW OLD BLITCHTON ROAD

#4057

#5031

#2084

#8215

#2018

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Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

NORTH

SCALE: 1" = 5000'

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14.0'

6.

0'

21.7'

8.

0'

5.0'

1.3' 1.3'

2.0'

10.2' 3.3' 10.0'

2.1'

3.

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PROPOSED

BUS SHELTER

SLAB

6" CONCRETE

SIDEWALK

W/ BROOM FINISH

EXISTING

EDGE OF PAVEMENT

EXISTING RIGHT OF WAY

SUNTRAN SIGN

(RELOCATED)

EXISTING

SUNTRAN SIGN

(TO BE RELOCATED)

EXISTING 5' SIDEWALK

EXISTING

WASTEWATER

MANHOLE

SAWCUT

EXISTING

TOP OF CURB

EXISTING

UTILITY POST

EXISTING

SIDEWALK

VAULT

SAWCUT

138.34

138.42138.44

138.22 138.25

138.31 138.31

138.43 138.48

138.39 138.36

138.34

138.29

138.50

138.59

138.39

138.65

138.72

EXISTING WATER METER

A

A

SW 25TH AVE.

A

A

1.5% MAX.

SLOPE

PROPOSED TOLAR BUS SHELTER

PROPOSED CONCRETE

BUS SHELTER PAD

(SEE DETAIL THIS SHEET)

MATCH EXISTING GRADE

(REF. GRADING PLAN)

±12'

SAWCUT CLEAN

MATCH EXISTING GRADE

(REF. GRADING PLAN)

9'-3/8"

±6' ±6'

PROPOSED

CONCRETE SIDEWALK

SE 25TH AVE.

(40 MPH POSTED SPEED)

EXISTING GRADE

EXISTING DROP

CONCRETE CURB

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Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

PAVEMENT LEGEND

- BUS SHELTER PAD

(SEE DETAIL SHEET C005)

- BUS LANDING/LOADING PAD

(SEE DETAIL SHEET C005)

NOTES:

- ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY REGULATIONS

AND CODES AND O.S.H.A. STANDARDS.

- PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE

AUTHORITY HAVING JURISDICTION.

- CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT

LOCATIONS AND DIMENSIONS OF SLOPE PAVING, AND PRECISE

BUILDING DIMENSIONS.

- SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION PER

SURVEY BY ECHEZABAL & ASSOCIATES, INC. , DATED .

- MAXIMUM RUNNING SLOPE ON SIDEWALKS SHALL NOT EXCEED 5% (1:20).

- MAXIMUM CROSS SLOPE ON SIDEWALKS SHALL NOT EXCEED 2% (1:48).

- MAXIMUM RUNNING SLOPE ON RAMPS SHALL NOT EXCEED 8.33% (1:12),

FOR A MAXIMUM LENGTH OF 30'.

- MAXIMUM SLOPE ON SHELTER CONCRETE SLAB IN ANY DIRECTION

SHALL NOT EXCEED 2.0%

- EXISTING SIDEWALK

- PROPOSED SIDEWALK

(PER FDOT INDEX 522-001)

- SAWCUT, CLEAN AND

MATCH EXISTING

80.47 - PROPOSED SPOT

ELEVATION

SCALE: 1" = 10'

#8

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MINIMUM 30"X48" CLEAR ZONE FOR

WHEELCHAIR RESTING AREA DIRECTLY AT END

OF BENCH

BUS SHELTER (PROVIDED BY OWNER)

VISUAL BUS STOP SIGN SHALL BE MOUNTED 84"

ABOVE FINISHED GRADE (PROVIDED BY OWNER).

5' WHEELCHAIR TURN-AROUND

MINIMUM 5'X8' CLEAR ZONE FOR WHEELCHAIR

LIFT/RAMP DEPLOYMENT

22" DIA. X 28" HT. 30 GAL TRASH CAN.

TYPE D JOINT PER FDOT INDEX #310 DIVIDING

BUS SHELTER PAD IN EQUAL HALVES.

NOTES:

SHELTER DETAIL (TYP.)

SCALE: N.T.S

D

GB A

H

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F

BUS STOP PLAN

#8206

SECTION A-A

SCALE: N.T.S

C

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44" BENCH INSTALLED 6" FROM GLASS

(PROVIDED BY OWNER)

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Callbefore you dig.

CALL 2 %USINESS

DAYS %EFORE

YOU DIG

IT

S THE LAW�

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

C O

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C005

CONCRETE %US SHELTER PAD DETAIL

N.T.S.

NOTE:

FI%ERMESH CONCRETE SHALL INCLUDE SYNTHETIC FI%ERS AT THE RATE OF THREE �3� POUNDS PER CU%IC YARD

FOR THE 3000 PSI MI;, %ASED ON A FI%ER

S MODULUS OF ELASTICITY OF 1378 KSI. THIS RATE SHALL %E

AD-USTED UP OR DOWN PROPORTIONATE TO THE MODULUS OF ELASTICITY OF THE SELECTED FI%ER.

SYNTHETIC STRUCTURAL FI%ERS SHALL MEET THE RE4UIREMENTS OF ASTM C 1116, PARAGRAPH 4.1.3, TYPE III� SHALL %E MONOFILAMENT, MADE OF POLYPROPYLENE OR %LENDED POLYPROPYLENE�POLYETHYLENE� SHALL %E A MINUMUM OF ONE AND ONE-HALF INCHES �1.5�� IN LENGTH� AND SHALL HA9E AN ASPECT RATIO �LENGTH�FI%ER

DIAMETER� %ETWEEN 80 AND 100.

6� CONCRETE SLA% W�

FI%ERMESH CONCRETE SHALL

%E 3000 P.S.I. �SEE NOTE�

12� STA%ILI=ED SU%GRADE

COMPACTED TO �5� MA;. DRY

DENSITY �ASTM D-1557�

8� STA%ILI=ED %ASE �L%R 40�

COMPACTED TO �5� DRY

DENSITY �ASTM D-1557�

CONCRETE %OARDING AND ALIGHTING PAD DETAIL

N.T.S.

NOTE:

FI%ERMESH CONCRETE SHALL INCLUDE SYNTHETIC FI%ERS AT THE RATE OF THREE �3� POUNDS PER

CU%IC YARD FOR THE 3000 PSI MI;, %ASED ON A FI%ER

S MODULUS OF ELASTICITY OF 1378 KSI. THIS

RATE SHALL %E AD-USTED UP OR DOWN PROPORTIONATE TO THE MODULUS OF ELASTICITY OF THE SELECTED FI%ER. SYNTHETIC STRUCTURAL FI%ERS SHALL MEET THE RE4UIREMENTS OF ASTM C 1116, PARAGRAPH 4.1.3, TYPE III� SHALL %E MONOFILAMENT, MADE OF POLYPROPYLENE OR %LENDED POLYPROPYLENE�POLYETHYLENE� SHALL %E A MINUMUM OF ONE AND ONE-HALF INCHES �1.5�� IN LENGTH� AND SHALL HA9E AN ASPECT RATIO �LENGTH�FI%ER DIAMETER� %ETWEEN 80 AND 100.

6� CONCRETE SLA% W�

FI%ERMESH CONCRETE

SHALL %E 3000 P.S.I.

�SEE NOTE�

12� STA%ILI=ED SU%GRADE

COMPACTED TO �5� MA;. DRY

DENSITY �ASTM D-1557�

8� STA%ILI=ED %ASE �L%R 40�

COMPACTED TO �5� DRY

DENSITY �ASTM D-1557�