B2502ADD1_Attachment_1.pdf

FY 23-24 ADA IMPROVEMENTS

COVER SHEET

DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

NA

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 1 of 13

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CONSTRUCTION PLANS

DeLAND, FLORIDA for

L ANDDe

F LO R I DA

1 8 8 2

MAYOR

Christopher Cloudman, Seat 1

CITY COMMISSIONERS

Charles Paiva , Seat 2 Jessica Davis, Seat 3 Daniel Reed, Seat 4 Kevin Reid, Seat 5

Index of Construction Plans

Sheet No.

Cover Sheet Description

4 - 7 of 13

2 of 13 General Notes

Demolition Plan Sheets 3 of 13 Summary of Pay Items

13 of 13 MOT / TTC Plan 12 of 13 Site Details

SITE

8 - 11 of 13 Construction Plan Sheets

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RICHEY

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FT MYERS

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KEY WEST

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NAPLES

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ST PETERSBURG

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BRADENTON

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SARASOTA -

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LAKELAND

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TAMPA

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BARTOW

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FT LAUDERDALE

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MIAMI

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BEACH

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PALM

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WEST

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FLORIDA S

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TURNPIKE

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FT PIERCE

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DELAND

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LOCATION OF PROJECT

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BEACH

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FORT WALTON

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PENSACOLA

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CHIPLEY

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CITY

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PANAMA

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NEW PORT

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INVERNESS

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GAINESVILLE

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OCALA

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TALLAHASSEE

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LAKE CITY

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TITUSVILLE

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EXPRESSWAY

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BEE LINE

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ORLANDO

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MELBOURNE

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COCOA

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DAYTONA BEACH

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ST AUGUSTINE

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LOCATION MAP

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DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

NA

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 2 of 13

FY 23-24 ADA IMPROVEMENTS

GENERAL NOTES

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NOTE: CONTRACTOR TO REVIEW AND COMPLY WITH ALL GENERAL NOTES THAT APPLY TO THIS PROJECT. CONTRACTOR SHALL VERIFY ANY NOTES IN

QUESTION WITH THE CITY ENGINEER PRIOR TO CONSTRUCTION.

MISCELLANEOUS NOTES

1. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE,PART OF A STRUCTURE, OR APPURTENANCE WHICH IS LOCATED OUTSIDE THE LINES, GRADES, OR

CONSTRUCTION LIMITS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION, REMOVAL, OR DISTURBANCE IS PROVIDED FOR IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

2. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE AND DISPOSE OF IN AN APPROVED MANNER. BURNING ON SITE WILL NOT BE ALLOWED.

3. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE BIDDING. NO EXTRA PAYMENT WILL BE ALLOWED FOR ANY WORK REQUIRED DUE TO MISUNDERSTANDING OF JOB OR SITE CONDITIONS AFFECTING THE WORK DESCRIBED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR FULFILLMENT OF THE INTENT OF THE CONTRACT DOCUMENTS. THE TENDERING OF A PROPOSAL WILL ACKNOWLEDGE ACCEPTANCE OF THESE CONDITIONS BY THE BIDDER.

4. NO EXISTING MATERIAL SHALL BE USED FOR NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS.

MAINTENANCE OF TRAFFIC AND SIGNAGE & STRIPING NOTES:

1. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED IN THOSE AREAS OF PUBLIC RIGHT-OF-WAY ENCUMBERED

BY THE WORK. IF DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC MUST BE TEMPORARILY CHANGED, THE CONTRACTOR SHALL OBTAIN THE PROPER AUTHORIZATION FROM THE ENGINEER OF THE GOVERNING POLITICAL ENTITY TO ALTER ACCESS AND SHALL NOTIFY THE CITY

ENGINEER A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE.

2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY WITH THE U.S. DEPARTMENT OF TRANSPORTATION, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS , OR AS DIRECTED BY THE CITY ENGINEER, SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTION TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANY WAY A HAZARD TO THE PUBLIC. WHEN A MAINTENANCE OF TRAFFIC PLAN IS REQUIRED, THE CONTRACTOR SHALL PREPARE AND SUBMIT THE PLAN

FOR APPROVAL PRIOR TO MOBILIZATION.

3. ALL SIGNAGE, PAVEMENT MARKINGS AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH FDOT, "ROADWAY AND TRAFFIC DESIGN STANDARDS " AND FHWA, " MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ".

4. IN ACCORDANCE WITH "ACCESSIBILITY REQUIREMENTS MANUAL", FLORIDA BOARD OF BUILDING CODES AND STANDARDS, DEPARTMENT OF COMMUNITY AFFAIRS, ALL HANDICAP PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGN.

5. BLUE REFLECTIVE PAVEMENT MARKERS (RPM'S) SHALL BE PLACED, OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED

LANE, TO MARK THEIR LOCATION.

6. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND/OR BEFORE OPENING ACCESS TO THE PUBLIC INTO

AREAS OF COMPLETED WORK.

PAVING AND DRAINAGE NOTES:

1. ALL SLOT DRAINS SHALL HAVE TRAFFIC BEARING FRAMES AND COVERS, OR GRATES MEETING HS-20 LOADING REQUIREMENTS, UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS.

2. A STORMWATER POLLUTION PREVENTION PLAN IS REQUIRED FOR PROJECTS THAT EXCEED (5) ACRES.THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH EPA'S NPDES REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT (NOI) TO FDEP FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING

CONSTRUCTION.

3. ALL CONCRETE CURBS, SIDEWALKS, INLET TOPS, ETC. SHALL HAVE A MINIMUM 28-DAY CURING USING 3.000 PSI COMPRESSIVE STRENGTH UNLESS OTHERWISE SPECIFIED.

4. CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO THE CITY FORESTER, AND AT NO EXTRA CHARGE TO THE CONTRACT.

5. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY ROADWORK, INCLUDING PARKING AREAS, WHICH HAS NOT BEEN TESTED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS, AND/OR OTHER TECHNICA/CONTRACTUAL CORRECT REASONS AS DETERMINED BY THE OFFICE

OF THE CITY OF DELAND'S CITY ENGINEER.

EARTHWORK NOTES:

1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IDENTIFY AND CLEARLY MARK ALL TREES WHICH HAVE BEEN SCHEDULED TO BE SAVED. IN THOSE AREAS WHERE PORTIONS OF TREES (WHETHER MARKED OR

NOT), INCLUDING LIMBS AND ROOTS, MAY BECOME DAMAGED DUE TO THEIR PROXIMITY TO THE PROPOSED LAYOUT DESIGN, THE CONTRACTOR SHALL PROTECT SUCH VEGETATION AND IMMEDIATELY REQUEST AN OPINION OF THE CITY ENGINEER & CITY FORESTER REGARDING POSSIBLE MEANS OF SAVING SAID VEGETATION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTAINENCE OF SLOPES, EXCAVATIONS AND EMBANKMENTS. THE CONTRACTOR SHALL RESTORE ANY DAMAGED AREAS CAUSED BY EROSION, CONTRACTOR ACTIVITIES, OR LACK OF MAINTENANCE; UNTIL THE PROJECT IS ACCEPTED BY THE CITY OF DELAND.

3. THE CONTRACTOR SHALL EXAMINE THE SITE, REVIEW THE PLANS AND SOILS REPORT, AND INDEPENDENTLY DETERMINE THE VOLUME OF EXCAVATION, ANY REMOVAL OF STRATUM 7 (ORGANIC PEAT/MUCK)

MATERIAL, AND AMOUNT OF FILL AND/OR BACKFILL REQUIRED TO PERFORM THE WORK.

4. ALL FILL PLACED WITHIN PROPOSED ROAD RIGHT-OF-WAYS SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF MAXIMUM DENSITY VALUE AS DETERMINED BY AASHTO T-180 (MODIFIED). ALL STRUCTURAL FILL PLACED BEYOND PROPOSED ROAD RIGHT-OF-WAYS SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES IN UNCOMPACTED THICKNESS. EACH LIFT SHALL BE COMPACTED TO A MIN. DENSITY OF 95 PERCENT MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE AS DETERMINED BY (A.S.T.M. D-1557). THE FILLING AND COMPACTION OPERATIONS SHOULD CONTINUE IN LEVEL LIFTS UNTIL THE DESIRED

ELEVATION(S) IS ACHIEVED.

5. IN ALL AREAS WHICH REQUIRE FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION AND OTHER DELETEREOUS MATERIAL PRIOR TO COMMENCEMENT.

6. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER AND PRIOR TO THE PLACEMENT OF FILL, THE AREA TO BE FILLED WILL BE PROOF ROLLED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. ANY AREA SHOWING SIGNS OF PUMPING, WEAVING OR OTHER FORMS OF INSTABILITY SHALL BE SELECTIVELY REMOVED AND REPLACED WITH COMPACTED SELECT FILL. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED WILL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL.

7. THE CONTRACTOR SHALL INSURE THAT PROPER DENSITIES ARE ACHIEVED FOR THE SUPPORT OF ANY STRUCTURE, PHYSICAL OR EARTHEN, AS DESCRIBED BY THESE PLANS; SUCH AS PRECAST STRUCTURES,EARTHEN BERMS, ROADWAYS, ENDWALLS, FOOTINGS, BASE SUPPORTS, ETC. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN

PERFORMED PRIOR TO CONSTRUCTION.

8. ALL SOIL STRIPPINGS, DELETERIOUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE UNLESS SPECIFIED ELSEWHERE IN THE PLANS OR DIRECTED BY THE CITY ENGINEER TO BE SELECTIVELY DISPOSED. IN NO CASE WILL BURIAL OF DISPOSABLE MATERIAL BE ALLOWED WITHIN, RIGHT-OF-WAYS, EASEMENTS, DRIVEWAYS, PARKING, AREAS, BUILDING PADS, OR POND BERMS. CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER THE PROJECT SITE.

9. SEEDING, MULCHING AND SODDING SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL CONSTRUCTED SIDE SLOPES SHALL BE GRASSED BY THE CONTRACTOR ACCORDING TO THE CONTRACT. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION OR FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO

CONSTRUCTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF ALL HIS EXCAVATIONS AND EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

11. THE CONTRACTOR SHALL EXAMINE THE SITE, REVIEW THE PLANS, AND INDEPENDENTLY DETERMINE THE VOLUME OF EXCAVATION OR EMBANKMENT REQUIRED TO PERFORM THE WORK.

12. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS WHEN HAULING MATERIALS OR EQUIPMENT BEYOND THE LIMITS OF THE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR FROM ANY LIABILITY FOR DAMAGE OR INJURY WHICH MAY RESULT FROM MOVING EQUIPMENT OR MATERIAL.

GENERAL, REGULATORY, AND PERMITTING NOTES:

1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS, INCLUDING APPENDICES AND REVISIONS.

2. THE CONTRACTOR SHALL INSURE THAT ALL REQUIRED PERMITS ARE IN HAND AT THE JOB SITE BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL SATISFY AND ADHERE TO ALL APPLICABLE REQUIREMENTS AND SPECIAL CONDITIONS STATED WITHIN SAID PERMITS REGARDING THE WORK AND MAINTENANCE OF IMPROVEMENTS PRIOR TO ACCEPTANCE BY THE OWNER.

3. THE CONTRACTOR SHALL EXAMINE THE SITE FOR ALL CONDITIONS WHICH MAY AFFECT HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCOVERING, LOCATING, AND IDENTIFYING EXISTING UTILITIES, DRAINAGE STRUCTURES OR PHYSICAL STRUCTURES WITHIN THE LIMITS OF WORK.

THE CITY ASSUMES NO RESPONSIBILITY FOR SUBSURFACE CONDITIONS OR FOR THE CONTRACTOR'S FAILURE TO LOCATE, IDENTIFY, AND PROTECT

EXISTING FACILITIES ABOVE AND BELOW GROUND

4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS FOUND BETWEEN THE DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA IMPACTED BY THE APPARENT DISCREPANCY OR CONFLICT.

5. ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, PROFILES, CROSS-SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS SPECIFIED BY THE CONTRACT, DRAWINGS, SPECIFICATIONS OR

STANDARDS OF THE REVIEWING, INSPECTING, OR GOVERNING REGULATORY ENTITY.

6. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA); AS REQUIRED. ANY ADDITIONAL COSTS FOR COMPLYING WITH THE "FLORIDA TRENCH SAFETY ACT" SHALL BE INCLUDED IN HIS PROPOSED PRICE FOR DOING THE WORK AND NO FURTHER

CHARGES SHALL BE MADE AGAINST THE OWNER.

7. FLORIDA LAW (553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHTS-OF-WAY, OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE LOCATION OF UNDERGROUND GAS PIPELINES.

THIS INCLUDES ANY OPERATION WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY ALL UTILITIES A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS).

8. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE THROUGHOUT THE CONTRACT PERIOD. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF DELAND STANDARDS.

9. WORK REQUIRED, BUT NOT SPECIFIED BY THE PLANS OR CONTRACT DOCUMENTS,SHALL BE IN ACCORDANCE WITH THE STANDARDS SPECIFIED BY

CITY OF DELAND, FLORIDA; "LAND DEVELOPMENT REGULATIONS" (LATEST EDITION).

10. ALL RECOMMENDATIONS AND REQUIREMENTS MADE TO THE CONTRACTOR BY INSPECTION PERSONNEL, OTHER THAN THE CITY OF DELAND SHALL BE REPORTED TO THE CITY ENGINEER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED

BY THE CITY ENGINEER

11. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL (HAVING JURISDICTION WHEREIN THE PROJECT HAS BEEN APPROVED) SUCH AS; COUNTY, INVOLVED UTILITY, REGULATORY AGENCY, CITY ENGINEER AND/OR HIS REPRESENTATIVES.

SUMMARY OF PAY ITEMS

DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

NA

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

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DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

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DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

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DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 6 of 13

FY 23-24 ADA IMPROVEMENTS

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NOTE:

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WATER METER

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WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

BFP

AutoCAD SHX Text

WV

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY/STORM MH

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

TEL RISER

AutoCAD SHX Text

WUP WITH LIGHT

AutoCAD SHX Text

SEWER VALVE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LIFT STATION #7

AutoCAD SHX Text 13.5'

AutoCAD SHX Text

16'± CONC DRIVE

AutoCAD SHX Text

22'± CONC APRON

AutoCAD SHX Text

ASPHALT APRON

AutoCAD SHX Text

9±' CONC DRIVE

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

CONC STREET SIGN

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

FNC COR 0.1'N.

AutoCAD SHX Text

FNC COR 0.1'S.

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

11'± CONC DRIVE

AutoCAD SHX Text

19'± ASPHALT APRON

AutoCAD SHX Text

(GUY ANCHOR)

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

S 88°58'59" W(FM)

AutoCAD SHX Text

294.84'(CALC)

AutoCAD SHX Text

25' HALF RIGHT OF WAY(PER PLAT)

AutoCAD SHX Text

50' RIGHT OF WAY

AutoCAD SHX Text 25.0'

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

147.42'(FM)

AutoCAD SHX Text 148.00'(P)

AutoCAD SHX Text

S 88°58'59" W(CALC)

AutoCAD SHX Text

299.10'(CALC)

AutoCAD SHX Text 296.00'(P)

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 21+00.00

AutoCAD SHX Text 22+00.00

AutoCAD SHX Text 23+00.00

AutoCAD SHX Text

STA 23+56.43 RT 17.5' FND NAIL "NO ID"

AutoCAD SHX Text N 88°59'01" E

AutoCAD SHX Text

WEST WINNEMISSETT AVENUE

AutoCAD SHX Text

SOUTH DELAWARE AVENUE(FIELD)

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

TYPE F CURB ALONG ROAD TO REMAIN

AutoCAD SHX Text

PROTECT INLET

AREA 4 CONCRETE AND CURB TO BE REMOVED

0 10 2020 15 10 5

SCALE IN FEET 1"= 20'

AREA 4 DEMOLITION PLAN

NOTE:

1. TYP. SIDEWALK IN AREA 4 IS 4' WIDE BY 4" THICK.

2. TYP. CURB IN AREA 4 IS TYPE F.

A

R 28 8

DOG

BON

E

DE

F L

L

O

N

ADI

D

DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 7 of 13

W. WINNEMISSETT AVE.

S.

P

AR

SO

N S

AV

E.

FY 23-24 ADA IMPROVEMENTS

4A.

4B.

4C.4D.

THERMOPLASTIC

STRIPING

(SQ. FT.)

REMOVE

AutoCAD SHX Text

AutoCAD SHX Text 35.7

AutoCAD SHX Text

TOB

AutoCAD SHX Text

9PM

AutoCAD SHX Text

3/4/4/4/6CM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text 25.0'

AutoCAD SHX Text

AutoCAD SHX Text 35.40

AutoCAD SHX Text

SWK END

AutoCAD SHX Text

AutoCAD SHX Text 36.4

AutoCAD SHX Text

TOB

AutoCAD SHX Text

AutoCAD SHX Text 36.8

AutoCAD SHX Text

TOB

AutoCAD SHX Text

AutoCAD SHX Text 36.8

AutoCAD SHX Text

TOB

AutoCAD SHX Text

SOUTH PARSONS AVENUE(FIELD)

AutoCAD SHX Text

WEST WINNEMISSETT AVENUE

AutoCAD SHX Text

21WO

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY/STORM MH

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FH

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

WUP

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

18±' CONC DRIVE

AutoCAD SHX Text

50' RIGHT OF WAY

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

22.0' ASPHALT PAVEMENT

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

S 88°46'03" W(CALC)

AutoCAD SHX Text

286.60'(P-CALC)

AutoCAD SHX Text

146.99'(CALC)

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 35+00.00

AutoCAD SHX Text

STA 26+57.91 LT 25.0' FND 1/2" IRC 3736

AutoCAD SHX Text

N 88°41'42" E(CALC)

AutoCAD SHX Text

64.76'(CALC)

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AREA 1 CONCRETE, CURB, STRIPPING AND ADA MATS TO BE ADDED

0 10 2020 15 10 5

SCALE IN FEET 1"= 20'

AREA 1 CONSTRUCTION PLAN

A

R 28 8

DOG

BON

E

DE

F L

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O

N

ADI

D

DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 8 of 13

W

. VO

LU

SIA AVE.

S. THOMPSON ST.

FY 23-24 ADA IMPROVEMENTS

1A.

1B.

CONC.

DRIVEWAY

(SQ. FT.)

INSTALL

S. THOMPSON ST.

NEW CONC.

ADA DETECTABLE

WARNING MAT

1B. 2C.

2C.1B.

S. THOMPSON ST.

THERMOPLASTIC

STRIPING

(SQ. FT.)

INSTALL

NOTE:

1. TYP. SIDEWALK ADDED IN AREA 1 IS TO BE MIN. 5' WIDE BY MIN. 4" THICK, 3000 PSI MIN.

2. TYP. CURB ADDED IN AREA 1 IS TO BE TYPE F, 3000 PSI MIN.

3. ADA CURB RAMP PER FDOT STANDARD PLANS 522-002. SEE SHEET 12 "SITE DETAILS".

4. DRIVEWAYS ARE MIN. THICKNESS OF 6", 3000 PSI MIN. AND MUST NOT EXCEED 2% CROSS SLOPE MAX

ALONG 5' PATH, INTERSECTING THE SIDEWALK.

5. ALL CONSTRUCTION MUST MEET OR EXCEED FDOT AND ADA REQUIREMENTS.

6. ALL AREAS ABUTTING EXISTING CONCRETE STRUCTURES, SIDEWALKS AND CURBS - MUST HAVE A

SMOOTH TRANSITION

M A

T C

H L

IN

E

AutoCAD SHX Text

15PM

AutoCAD SHX Text

19LO

AutoCAD SHX Text

13CHYL

AutoCAD SHX Text

8CAM

AutoCAD SHX Text

5/3/5/3/3/3/2CED

AutoCAD SHX Text

12PM

AutoCAD SHX Text

4/4/7CAM

AutoCAD SHX Text

5/6/6CAM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

WUP

AutoCAD SHX Text

WUP

AutoCAD SHX Text

9'± CONC DRIVE

AutoCAD SHX Text

15'± CONC APRON

AutoCAD SHX Text

11'± CONC DRIVE

AutoCAD SHX Text

17'± CONC APRON

AutoCAD SHX Text

TBM SET N&C LB2791 IN WUP EL. 35.08

AutoCAD SHX Text

4'CLF

AutoCAD SHX Text

4'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FNC COR 17.9'E.

AutoCAD SHX Text

FNC COR 4.2'E.,2.2'N.

AutoCAD SHX Text

FNC COR 4.6'E.

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' ASPHALT CURB

AutoCAD SHX Text

5' CONC WALK

AutoCAD SHX Text 30.0'

AutoCAD SHX Text

MATCH LINE A

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 11+00.00

AutoCAD SHX Text 12+00.00

AutoCAD SHX Text 13+00.00

AutoCAD SHX Text

PROP. STRIPING TYP. PER FDOT INDEX 711-001

AutoCAD SHX Text

TYPE F CURB TYP.

AutoCAD SHX Text

15PM

AutoCAD SHX Text

15PM

AutoCAD SHX Text

15PM

AutoCAD SHX Text

14PM

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

FNC LINE 14.6'E.

AutoCAD SHX Text

N 01°17'55" W(CALC)

AutoCAD SHX Text

30' EXCEPTION

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text 14+00.00

AutoCAD SHX Text 15+00.00

AutoCAD SHX Text 16+00.00

AutoCAD SHX Text N 01°17'55" W

AutoCAD SHX Text

MATCH LINE A

AutoCAD SHX Text

TYPE F CURB TYP.

AutoCAD SHX Text

ADA RAMP (CR-G)

AutoCAD SHX Text

ADA RAMP (CR-D)

AREA 2 CONCRETE, CURB, STRIPPING AND ADA MATS TO BE ADDED

0 10 2020 15 10 5

SCALE IN FEET 1"= 20'

AREA 2 CONSTRUCTION PLAN

NEW CONC.

ADA DETECTABLE

WARNING MAT

A

R 28 8

DOG

BON

E

DE

F L

L

O

N

ADI

D DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 9 of 13

FY 23-24 ADA IMPROVEMENTS

B

D

D

B

2C. 3D

3D2C.

W. WINNEMISSETT AVE.

S.

T

H O

M

PS

O N

S T.

2A. 2B.

2C.

2D.

THERMOPLASTIC

STRIPING

(SQ. FT.)

INSTALL

NOTE:

1. TYP. SIDEWALK ADDED IN AREA 1 IS TO BE MIN. 5' WIDE BY MIN. 4" THICK, 3000 PSI MIN.

2. TYP. CURB ADDED IN AREA 1 IS TO BE TYPE F, 3000 PSI MIN.

3. ADA CURB RAMP PER FDOT STANDARD PLANS 522-002. SEE SHEET 12 "SITE DETAILS".

4. DRIVEWAYS ARE MIN. THICKNESS OF 6", 3000 PSI MIN. AND MUST NOT EXCEED 2% CROSS SLOPE MAX

ALONG 5' PATH, INTERSECTING THE SIDEWALK.

5. ALL CONSTRUCTION MUST MEET OR EXCEED FDOT AND ADA REQUIREMENTS.

6. ALL AREAS ABUTTING EXISTING CONCRETE STRUCTURES, SIDEWALKS AND CURBS - MUST HAVE A

SMOOTH TRANSITION

M A

T C

H L

IN

E

MATCH LINE

AutoCAD SHX Text

16PM

AutoCAD SHX Text

WV

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

WUP WITH LIGHT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 13.5'

AutoCAD SHX Text

TBM SET N&C LB2791 IN WUP WITH LIGHT EL. 23.14

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

FNC COR 2.7'E.

AutoCAD SHX Text

FNC COR 10.2'E.

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text 30.0'

AutoCAD SHX Text 30.0'

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

MATCH LINE A

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 17+00.00

AutoCAD SHX Text

END SEGMENT STA 17+06.64 AKA P.I. STA 20+15.74

AutoCAD SHX Text

START SEGMENT STA 20+00.00

AutoCAD SHX Text N88°57'43"E

AutoCAD SHX Text

SOUTH THOMPSON STREET(FIELD)

AutoCAD SHX Text

WEST WINNEMISSETT AVENUE

AutoCAD SHX Text

PROP. STRIPING TYP. PER FDOT INDEX 711-001

AutoCAD SHX Text

TYPE F CURB TYP.

AutoCAD SHX Text

ADA RAMP (CR-D)

AutoCAD SHX Text

ADA RAMP (CR-D)

AutoCAD SHX Text

ADA RAMP (CR-C)

AutoCAD SHX Text

PROTECT INLET

AutoCAD SHX Text

PROTECT INLET

AREA 3 CONCRETE, CURB, STRIPPING AND ADA MATS TO BE ADDED 0 10 2020 15 10 5

SCALE IN FEET 1"= 20'

AREA 3 CONSTRUCTION PLAN

NEW CONC.

ADA DETECTABLE

WARNING MAT

A

R 28 8

DOG

BON

E

DE

F L

L

O

N

ADI

D DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 10 of 13

FY 23-24 ADA IMPROVEMENTS

2C. 3D

3D2C.

W. WINNEMISSETT AVE.

S.

D

EL

AW

AR

E

AV

E.

3A.

3B.

3C.

3D.

S.

D

EL

AW

AR

E

AV

E.

THERMOPLASTIC

STRIPING

(SQ. FT.)

INSTALL

NOTE:

1. TYP. SIDEWALK ADDED IN AREA 1 IS TO BE MIN. 5' WIDE BY MIN. 4" THICK, 3000 PSI MIN.

2. TYP. CURB ADDED IN AREA 1 IS TO BE TYPE F, 3000 PSI MIN.

3. ADA CURB RAMP PER FDOT STANDARD PLANS 522-002. SEE SHEET 12 "SITE DETAILS".

4. DRIVEWAYS ARE MIN. THICKNESS OF 6", 3000 PSI MIN. AND MUST NOT EXCEED 2% CROSS SLOPE MAX

ALONG 5' PATH, INTERSECTING THE SIDEWALK.

5. ALL CONSTRUCTION MUST MEET OR EXCEED FDOT AND ADA REQUIREMENTS.

6. ALL AREAS ABUTTING EXISTING CONCRETE STRUCTURES, SIDEWALKS AND CURBS - MUST HAVE A

SMOOTH TRANSITION

M A

T C

H L

IN

E

AutoCAD SHX Text

AutoCAD SHX Text 27.10

AutoCAD SHX Text

SWK END

AutoCAD SHX Text

AutoCAD SHX Text 29.0

AutoCAD SHX Text

TOB

AutoCAD SHX Text

38WO

AutoCAD SHX Text

7/7/8/10CED

AutoCAD SHX Text

18WO

AutoCAD SHX Text

18WO

AutoCAD SHX Text

9CAM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

BFP

AutoCAD SHX Text

WV

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY MH

AutoCAD SHX Text

SANITARY/STORM MH

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

TELE VAULT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

TEL RISER

AutoCAD SHX Text

WUP WITH LIGHT

AutoCAD SHX Text

SEWER VALVE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LIFT STATION #7

AutoCAD SHX Text 13.5'

AutoCAD SHX Text 13.5'

AutoCAD SHX Text

CONC

AutoCAD SHX Text

16'± CONC DRIVE

AutoCAD SHX Text

22'± CONC APRON

AutoCAD SHX Text

ASPHALT APRON

AutoCAD SHX Text

9±' CONC DRIVE

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

STORM INLET

AutoCAD SHX Text

CONC STREET SIGN

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

6'CLF

AutoCAD SHX Text

FNC COR 0.1'N.

AutoCAD SHX Text

FNC COR 0.1'S.

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

11'± CONC DRIVE

AutoCAD SHX Text

19'± ASPHALT APRON

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

(GUY ANCHOR)

AutoCAD SHX Text

4' CONC WALK

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

S 88°58'59" W(FM)

AutoCAD SHX Text

294.84'(CALC)

AutoCAD SHX Text

25' HALF RIGHT OF WAY(PER PLAT)

AutoCAD SHX Text

50' RIGHT OF WAY

AutoCAD SHX Text 25.0'

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

20.0' ASPHALT PAVEMENT

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

2' CONC CURB

AutoCAD SHX Text

147.42'(FM)

AutoCAD SHX Text 148.00'(P)

AutoCAD SHX Text

S 88°58'59" W(CALC)

AutoCAD SHX Text

299.10'(CALC)

AutoCAD SHX Text 296.00'(P)

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 21+00.00

AutoCAD SHX Text 22+00.00

AutoCAD SHX Text 23+00.00

AutoCAD SHX Text

STA 23+56.43 RT 17.5' FND NAIL "NO ID"

AutoCAD SHX Text N 88°59'01" E

AutoCAD SHX Text

WEST WINNEMISSETT AVENUE

AutoCAD SHX Text

SOUTH DELAWARE AVENUE(FIELD)

AutoCAD SHX Text

PROP. STRIPING TYP. PER FDOT INDEX 711-001

AutoCAD SHX Text

TYPE F CURB TYP.

AutoCAD SHX Text

ADA RAMP (CR-D)

AutoCAD SHX Text

ADA RAMP (CR-D)

AutoCAD SHX Text

ADA RAMP (CR-C)

AutoCAD SHX Text

PROTECT INLET

AREA 4 CONCRETE, CURB, STRIPPING AND ADA MATS TO BE ADDED 0 10 2020 15 10 5

SCALE IN FEET 1"= 20'

AREA 4 CONSTRUCTION PLAN

NEW CONC.

ADA DETECTABLE

WARNING MAT

A

R 28 8

DOG

BON

E

DE

F L

L

O

N

ADI

D DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

1"=20'

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 11 of 13

FY 23-24 ADA IMPROVEMENTS

W. WINNEMISSETT AVE.

NOTE:

1. TYP. SIDEWALK ADDED IN AREA 1 IS TO BE MIN. 5' WIDE BY MIN. 4" THICK, 3000 PSI MIN.

2. TYP. CURB ADDED IN AREA 1 IS TO BE TYPE F, 3000 PSI MIN.

3. ADA CURB RAMP PER FDOT STANDARD PLANS 522-002. SEE SHEET 12 "SITE DETAILS".

4. DRIVEWAYS ARE MIN. THICKNESS OF 6", 3000 PSI MIN. AND MUST NOT EXCEED 2% CROSS SLOPE MAX

ALONG 5' PATH, INTERSECTING THE SIDEWALK.

5. ALL CONSTRUCTION MUST MEET OR EXCEED FDOT AND ADA REQUIREMENTS.

6. ALL AREAS ABUTTING EXISTING CONCRETE STRUCTURES, SIDEWALKS AND CURBS - MUST HAVE A

SMOOTH TRANSITION

S.

P

AR

SO

N

S

AV

E.

4A.

4B.

4C.4D.

W. WINNEMISSETT AVE.

THERMOPLASTIC

STRIPING

(SQ. FT.)

INSTALL

AutoCAD SHX Text

AutoCAD SHX Text 35.7

AutoCAD SHX Text

TOB

AutoCAD SHX Text

9PM

AutoCAD SHX Text

3/4/4/4/6CM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text 25.0'

AutoCAD SHX Text

AutoCAD SHX Text 35.40

AutoCAD SHX Text

SWK END

AutoCAD SHX Text

AutoCAD SHX Text 34.8

AutoCAD SHX Text

TOB

AutoCAD SHX Text

AutoCAD SHX Text 36.4

AutoCAD SHX Text

TOB

AutoCAD SHX Text

AutoCAD SHX Text 36.8

AutoCAD SHX Text

TOB

AutoCAD SHX Text

AutoCAD SHX Text 36.8

AutoCAD SHX Text

TOB

AutoCAD SHX Text

SOUTH PARSONS AVENUE(FIELD)

AutoCAD SHX Text

WEST WINNEMISSETT AVENUE

AutoCAD SHX Text

21WO

AutoCAD SHX Text

13LO

AutoCAD SHX Text

26LO

AutoCAD SHX Text

14WO

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19LO

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WATER METER

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WV

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WV

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SANITARY MH

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SANITARY/STORM MH

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STORM MH

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STORM MH

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SIGN

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SIGN

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SIGN

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SIGN

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FH

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MAIL

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BOX

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WUP

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STORM INLET

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STORM INLET

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4'CLF

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FNC COR 1.2'S.

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TOE OF SLOPE

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4' CONC WALK

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TOP OF BANK

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CONC WALK

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CONC WALK

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TOP OF BANK

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TOE OF SLOPE

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CONC WALK

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4' CONC WALK

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18±' CONC DRIVE

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50' RIGHT OF WAY

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20.0' ASPHALT PAVEMENT

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20.0' ASPHALT PAVEMENT

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22.0' ASPHALT PAVEMENT

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2' CONC CURB

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2' CONC CURB

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2' CONC CURB

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2' CONC CURB

AutoCAD SHX Text L

AutoCAD SHX Text C

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S 88°46'03" W(CALC)

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286.60'(P-CALC)

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146.99'(CALC)

AutoCAD SHX Text 148.00'(P)

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 26+00.00

AutoCAD SHX Text 35+00.00

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STA 26+57.91 LT 25.0' FND 1/2" IRC 3736

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N 88°41'42" E(CALC)

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64.76'(CALC)

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PROP. STRIPING TYP. PER FDOT INDEX 711-001

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TYPE F CURB TYP.

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ADA RAMP (CR-D)

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ADA RAMP (CR-D)

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ADA RAMP (CR-C)

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ADA RAMP (CR-D)

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ADA RAMP (CR-C)

SITE DETAILS

DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

NTS

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 12 of 13

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R 28 8

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F L

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REF. FDOT STANDARD PLANS 522-002

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REF. FDOT STANDARD PLANS 522-002

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REF. FDOT STANDARD PLANS 711-001

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REF. FDOT STANDARD PLANS 520-001

REF. FDOT STANDARD PLANS 522-002

MOT / TTC Plan

DeLAND, FLORIDA

ADA RAMP IMPROVEMENTS

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

City of DeLand, Florida

TEL: 386/626-7196 FAX: 386/736-5366

PROJECT NO.

NA

DATE:

SCALE:

DRAWN BY:

07-17-2024

E.M.S.

EN24-02

Sheet 13 of 13

A

R 28 8

DOGBON

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D