ITB_ENG260740_CONSTRUCT_AND_INSTALL_Bus_Stop_Shelters__4057__2001_SE_32nd_Ave_Bus_Stop_at_Health_Department.pdf

Th is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

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LOCATION MAP

NORTH

DRAWING INDEX

SHEET TITLE

PROJECT

PROJECT

LOCATION

OWNER/APPLICANT:

CITY OF OCALA

SURVEYOR:

JCH CONSULTING GROUP INC.

426 SW 15TH STREET

OCALA, FLORIDA 34471

(352) 572-1254

PROJECT OWNER AND CONSULTANTS

UTILITY PROVIDERS

SCALE: 1" = 5,280'

SW 38TH ST

C001 - COVER SHEET

C002 - GENERAL NOTES

C003 - MASTER SITE PLAN

C004 - #4057 SITE PLAN

C005 - CONSTRUCTION DETAILS

DRAWING INDEX

SHEET TITLE

BUS STOP DESIGN

SERVICES

CITY OF OCALA, FLORIDA

MARCH 2026

SITE PLAN FOR

SECTION 22, TOWNSHIP 15 SOUTH, RANGE 22 EAST

CIVIL ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE 17TH STREET, SUITE 400

OCALA, FLORIDA 34471

(352) 438-3000

BUS STOP NUMBER 4057

COORDINATES 29.167814 N, - 82.093203 W

ELECTRIC

CITY OF OCALA ELECTRIC

RANDY HAHN

(352) 351-6615

WATER & SEWER

CITY OF OCALA - WATER & SEWER

STACEY FERRANTE

(352) 351-6775

TELEPHONE

CENTURY LINK

JOHN PALMONDON

(352) 245-4444

COMMUNICATIONS

COX COMMUNICATIONS

PAUL CHRISTOPHER

(352) 337-2009

GAS

TECO

BRUCE STOUT

(407) 466-2662

COMMUNICATIONS

AT&T - DISTRIBUTION

DINO FARRUGGIO

(561) 683-2729

FIBER

CITY OF OCALA - FIBER

O'SHANE PARKER

(352) 401-6950

C O

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C001 d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

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C002

PAVING, GRADING AND DRAINAGE NOTES

1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH

LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF

NOT COVERED BY LOCAL OR COUNTY REGULATIONS.

2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED.

3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST

STRINGENT SHALL GOVERN.

4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.

5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN.

6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED

ON THE DRAWINGS.

7. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE

POSITIVE DRAINAGE FLOWS.

8. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO

COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION.

9. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON

SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER.

10. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

11. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED UNLESS SPECIFIED OTHERWISE IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED UNLESS SHOWN OTHERWISE ON THE

LANDSCAPING PLAN.

12. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL IN ACCORDANCE WITH STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE.

15. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES.

16. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS

ON THE SITE TO BE 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 PROVIDE A 12" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY

STRUCTURE.

19. STANDARD PLANS INDEXES 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 REQUIRED BY LOCAL OR STATE AGENCIES WILL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD PLANS FOR ROAD CONSTRUCTION" INDEX SERIES 102 OR AS REQUIRED BY THE AUTHORITY HAVING

JURISDICTION.

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD PLANS FOR

ROAD CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.

3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY.

FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. AN APPROXIMATE LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO

CONSTRUCTION.

6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.

7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND

NOTIFICATION TO THE ENGINEER.

8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF

RECORD DIRECTLY FROM THE TESTING AGENCY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE

CONTRACTORS RESPONSIBILITY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE AS-BUILT INFORMATION TO CITY OF OCALA FOR CITY FACILITIES.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE

ORDER.

12. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT FROM THE TOP OF THE PIPE.

IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.

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

14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE

INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

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

MEANS AND METHODS FOR CONSTRUCTION SITE.

16. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.

17. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW

FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND

REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.

#2022

#2016

#2011

#4065

#4017

#6040

#6034 #8206

#8303

#8608

#6021

#6017

#4006 #4003

#2035

#2002

#2028#2025

#8216

NW OLD BLITCHTON ROAD

#4057

#5031

#2084

#8215

#2018

#2014

#2017

Th is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

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C003

NORTH

GRAPHIC SCALE IN FEET

25001250 2500 5000

SCALE: 1" = 5000'

A

A1.4' 1.3'

14.0' 6.

0'

6.

9'

21.7'

PROPOSED BUS

STOP SIGN

EXISTING

WATER MAIN

EXISTING

EDGE OF

PAVEMENT

EXISTING R/W

LINE

PROPOSED BUS

SHELTER SLAB

EX

IS

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EXISTING

SIDEWALK

63.30 M.E.

63.57

63.25 M.E.

63.52

64.33 M.E.

64.24 M.E.

63.96 M.E.

63.87 M.E.

64.23

64.25

64.37

64.19

64.16

64.1564.21

CONNECT TO

EXISTING SIDEWALK

5.0'

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

Th is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

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C004

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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:

H

44" BENCH INSTALLED 6" FROM GLASS

(PROVIDED BY OWNER)

SHELTER DETAIL (TYP.)

SCALE: N.T.S

SECTION A-A

SCALE: N.T.S

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"

±3.0' ±6'

PROPOSED

CONCRETE SIDEWALK

SE 25TH AVE.

(40 MPH POSTED SPEED)

EXISTING GRADE

EXISTING TYPE "F"

CONCRETE CURB

D

G

BA H

E

F

C

SE 32ND AVENUE

GRAPHIC SCALE IN FEET

5 10

SCALE: 1" - 10'

N O

R

TH

SE 32ND AVENUE

d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

BY

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C005

CONCRETE BUS SHELTER PAD DETAIL

N.T.S.

NOTE:

FIBERMESH CONCRETE SHALL INCLUDE SYNTHETIC FIBERS AT THE RATE OF THREE (3) POUNDS PER CUBIC YARD FOR THE 3000 PSI MIX, BASED ON A FIBER'S MODULUS OF ELASTICITY OF 1378 KSI. THIS RATE SHALL BE ADJUSTED UP OR DOWN PROPORTIONATE TO THE MODULUS OF ELASTICITY OF THE SELECTED FIBER.

SYNTHETIC STRUCTURAL FIBERS SHALL MEET THE REQUIREMENTS OF ASTM C 1116, PARAGRAPH 4.1.3, TYPE III;

SHALL BE MONOFILAMENT, MADE OF POLYPROPYLENE OR BLENDED POLYPROPYLENE/POLYETHYLENE; SHALL BE A MINUMUM OF ONE AND ONE-HALF INCHES (1.5") IN LENGTH; AND SHALL HAVE AN ASPECT RATIO (LENGTH/FIBER

DIAMETER) BETWEEN 80 AND 100.

6" CONCRETE SLAB W/

FIBERMESH CONCRETE SHALL

BE 3000 P.S.I. (SEE NOTE)

12" STABILIZED SUBGRADE

COMPACTED TO 95% MAX. DRY

DENSITY (ASTM D-1557)

8" STABILIZED BASE (LBR 40)

COMPACTED TO 95% DRY

DENSITY (ASTM D-1557)

CONCRETE BOARDING AND ALIGHTING PAD DETAIL

N.T.S.

NOTE:

FIBERMESH CONCRETE SHALL INCLUDE SYNTHETIC FIBERS AT THE RATE OF THREE (3) POUNDS PER CUBIC YARD FOR THE 3000 PSI MIX, BASED ON A FIBER'S MODULUS OF ELASTICITY OF 1378 KSI. THIS RATE SHALL BE ADJUSTED UP OR DOWN PROPORTIONATE TO THE MODULUS OF ELASTICITY OF THE SELECTED FIBER. SYNTHETIC STRUCTURAL FIBERS SHALL MEET THE REQUIREMENTS OF ASTM C 1116, PARAGRAPH 4.1.3, TYPE III; SHALL BE MONOFILAMENT, MADE OF POLYPROPYLENE OR BLENDED POLYPROPYLENE/POLYETHYLENE; SHALL BE A MINUMUM OF ONE AND ONE-HALF INCHES (1.5") IN LENGTH; AND SHALL HAVE AN ASPECT RATIO (LENGTH/FIBER DIAMETER) BETWEEN 80 AND 100.

6" CONCRETE SLAB W/

FIBERMESH CONCRETE

SHALL BE 3000 P.S.I.

(SEE NOTE)

12" STABILIZED SUBGRADE

COMPACTED TO 95% MAX. DRY

DENSITY (ASTM D-1557)

8" STABILIZED BASE (LBR 40)

COMPACTED TO 95% DRY

DENSITY (ASTM D-1557)