ORANGE AVE

M

APLE STREET

M

ARIO

N STREET

SEAG

RAVE STREET

M

LK JR BLVD

SCHO

O

L STREET

LIVE OAK AVE

WALLACE STREET

ELDORADO STREET

MAGNOLIA AVE

INTERNATIONAL SPEEDWAY BLVD

LOOMIS AVE.

VERDELL STREET

HERON STREET

RIDG

EW

O O

D AVE

LINCO

LN STREET

JESSE STREET

DIVISIO

N STREET

MAGNOLIA AVE

M

LK JR BLVD

HAYES STREET

ORANGE AVE

CHERRY STREET

HAWK STREET

BEGIN

CONSTRUCTION

END

CONSTRUCTION

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Know what's below.

before you dig.Call

R c 2020 FL P.E. No. 64727

ROCCO R. NASSO, P.E.

*NOTICE*

THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED

"APPROVED FOR CONSTRUCTION BY CPH INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR

INFORMATIONAL PURPOSES ONLY.

C I T Y O F D A Y T O N A B E A C H

Division Street Roadway Improvements (Orange Ave. to Live Oak Ave.)

N

Graphic Scale in Feet

200 200 400VICINITY MAP

1" = 200'

City of Daytona Beach

CITY MANAGER

James Chisholm

Andrew Holmes, P.E.

JOB# D2520

DATE: JAN., 2020

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Offices In:

·Florida ·Puerto Rico ·Massachusetts ·Maryland

A Full Service A & E Firm

Traffic/Transportation

D

ATTA

D

ORPORROPRO

INCCNI

FOYTIITYOF

CEHTTHE

C

7 667

YLUJEDDE JULY 1881

HCCHEBANOONA BEAA

TYAAYTTTOO

PUBLIC WORKS DIRECTOR

David Waller

DEPUTY PUBLIC

WORKS DIRECTOR

CITY ENGINEER

James R. Nelson, P.E.

CPH, Inc.

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl.

32771

Phone: 407.322.6841

Plans Prepared By:

INDEX OF SHEETS

SHEET NUMBER SHEET TITLE

C1 Cover C2 Key Sheet C3 General Notes C4 Plan and Profile C5 Plan and Profile

C6 Pond Profiles & Typical Roadway Sections

C7 General Details 1 of 3 C8 General Details 2 of 3 C9 General Details 3 of 3 V0.0 Survey Cover V0.1 Topographic Survey

AutoCAD SHX Text J:\D2520\Civil\DWG\_Current_Plan_Set\1 - D2520 - Cover.dwg, 2/11/2021 4:45:41 PM, Moody, Matthew, _cph - Civil And Landscape.stb, 2/11/2021 4:45:41 PM, Moody, Matthew, _cph - Civil And Landscape.stb2/11/2021 4:45:41 PM, Moody, Matthew, _cph - Civil And Landscape.stb, Moody, Matthew, _cph - Civil And Landscape.stbMoody, Matthew, _cph - Civil And Landscape.stb, _cph - Civil And Landscape.stb_cph - Civil And Landscape.stb

ORANGE AVE

M

APLE STREET

M

ARIO

N STREET

SEAG

RAVE STREET

M

LK JR BLVD

SCHO

O

L STREET

LIVE OAK AVE

WALLACE STREET

ELDORADO STREET

MAGNOLIA AVE

INTERNATIONAL SPEEDWAY BLVD

LOOMIS AVE.

VERDELL STREET

HERON STREET

LINCO

LN STREET

JESSE STREET

DIVISIO

N STREET

MAGNOLIA AVE

M

LK JR BLVD

HAYES STREET

ORANGE AVE

CHERRY STREET

HAWK STREET

SHEET C4

STA. 10+00 - STA. 16+00

DIVISION STREET

SHEET C5

STA. 10+00 - STA. 11+80

DIVISION LANE

SHEET C5

STA. 16+00 - STA. 17+62

DIVISION STREET

BEGIN

CONSTRUCTION

END

CONSTRUCTION

Job No.

Date:

R. NASSO

D. TUCKER

R. NASSO

Checked by:

Designed by:

Drawn by:

Sheet No.

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ByNo. Date

2021CD2520

01/2020 Rocco R. Nasso, P.E.

FL P.E. No. 64727

ByNo. Date Revision Revision CPH, Inc.

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl. 32771 Phone: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Offices In:

·Florida ·Puerto Rico ·Massachusetts ·Maryland

A Full Service A & E Firm

Traffic/Transportation

DIVISION STREET

ROADWAY IMPROVEMENTS

(ORANGE AVE. TO LIVE OAK AVE.)

CITY OF DAYTONA BEACH

C2KEY SHEET

Graphic Scale in Feet

120 120 240

N

Job No.

Date:

R. NASSO

D. TUCKER

R. NASSO

Checked by:

Designed by:

Drawn by:

Sheet No.

D ra w in g na m e:

J :\D

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Se t\4

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G en er al N ot es

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ByNo. Date

2021CD2520

01/2020 Rocco R. Nasso, P.E.

FL P.E. No. 64727

ByNo. Date Revision Revision CPH, Inc.

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl. 32771 Phone: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Offices In:

·Florida ·Puerto Rico ·Massachusetts ·Maryland

A Full Service A & E Firm

Traffic/Transportation

DIVISION STREET

ROADWAY IMPROVEMENTS

(ORANGE AVE. TO LIVE OAK AVE.)

CITY OF DAYTONA BEACH

C3GENERAL NOTES

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

3. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE

REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS

RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP),

IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1

ACRE IN SIZE THAT ARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THE

CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS

AND SPECIFICATIONS.

4. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND

CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

IMMEDIATELY.

5. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, INC. IS NOT RESPONSIBLE FOR

DRAWINGS PREPARED BY OTHER PROFESSIONALS.

6. SUBMIT ELECTRONIC COPIES (PDF FORMAT) OF EACH SHOP DRAWING AND PRODUCT DATA TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS

IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

7. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND

SURVEYOR AND REPLACED, AS NECESSARY, BY SAME.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND

LAB CURED STRENGTH SAMPLES AND TESTING.

9. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND

ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.

10. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT

LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND

COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENT

LABORATORY QUALIFICATION", PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT

LABORATORIES.

11. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.

12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK.

CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL

BY THE OWNER.

UTILITY GENERAL NOTES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED

ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE

PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE

RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO

(2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR

FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE

VICINITY OF THE CONSTRUCTION AREA:

5. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS

ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE

CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION

RELATED MATTERS WITH EACH UTILITY.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE

REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE

ENGINEER.

8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND LATERALS WITHIN THE

PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST THE PROPOSED

CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES.

9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD.

THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER.

WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH

REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO

BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN

ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH

REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF

EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL

BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S

CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF

PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO

NOTIFICATION.

TRAFFIC CONTROL

NOTE: THERE ARE OPTIONS UNDER NOTE 8 DEPENDING ON WHETHER THE ROAD ADJACENT TO THE WORK AREA IS 2 LANE 2 WAY OR MULTI-LANE. USE THE NOTE THAT APPLIES TO YOUR PROJECT AND DELETE THE OTHER NOTE.

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO CONSTRUCTION.

THE MOT PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE MOT PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. IN GENERAL, ROADWAY AND DRIVEWAY LANE CLOSURES ARE PROHIBITED DURING CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS DETERMINED THAT ROADWAY AND DRIVEWAY LANE CLOSURES WILL BE ALLOWED, THE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE

APPROVED MOT PLAN.

2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 102-600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL MEASURES

SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS

IS MAINTAINED THROUGHOUT CONSTRUCTION.

4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND

SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION.

5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.

7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE

IMMEDIATE VICINITY.

8. USE THE FOLLOWING FOR PROJECTS WHERE WORK IS ADJACENT TO A 2 LANE 2 WAY ROAD:

WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE

INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-603.

USE THE FOLLOWING FOR PROJECTS WHERE WORK IS ADJACENT TO A MULTI-LANE ROAD:

WHEN WORK OCCURS ALONG MULTILANE ROADS WITHIN 15-FT OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO.

102-600 AND 102-612. WHEN WORK OCCURS ALONG MULTILANE ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH

FDOT INDEX NO.102- 600 AND 102-613.

9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL

SUCH PAVEMENTS ARE OPEN TO PUBLIC USE.

10. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE MITIGATED IN ACCORDANCE WITH FDOT INDEX

102-600. REFER TO FDOT INDEX NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.

UTILITY POLE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

A

WATER LINE FITTINGS

GATE VALVE

REDUCER

T.W. ELEV.

F.G. ELEV.

RETAINING WALL

RETAINING WALL ELEVATION

CROSS SECTION

(SEE CONSTRUCTION DETAILS SHEET)

SITE LIGHTING

PC1 PIPE CROSSING

DRAIN BASIN

PAINT STRIPING

SWSL - SINGLE WHITE SOLID LINE

SYSL - SINGLE YELLOW SOLID LINE

DYSL - DOUBLE YELLOW SOLID LINE

SWDL - SINGLE WHITE DASHED LINE

SBYL - SINGLE BROKEN YELLOW LINE

ABBREVIATIONS:

FLAG POLE

TRANSFORMER

ABBREVIATION LEGEND

SIGN LEGEND: SYMBOL LEGEND:LINE LEGEND:

NOTE:

ITEMS SHOWN DASHED / SCREENED REPRESENT EXISTING CONDITIONS.

ITEMS SHOWN SOLID / BOLD REPRESENT PROPOSED CONDITIONS.

DIRECTION OF FLOW

SLOPE OF FLOW

X.X%

TOP OF CURB ELEV.

PAVEMENT ELEV.

PAVEMENT ELEV.

STORM / SANITARY MANHOLE

DITCH BOTTOM INLET

MITERED END SECTION

FLARED END SECTION

"U" TYPE END WALL

CURB INLETS

XX.XX

XX.XX

XX.XX

CLEAN OUTC.O.

DOWN SPOUTD.S.

10 PARKING SPACE COUNT

FLUME

RIP RAP - GROUTEDRR

AT&T DISTRIBUTION

ATTN: KIRBY SPENCE

KS2488@ATT.COM

561-997-0240

CENTURYLINK

ATTN: XAN MARIE RYPKEMA

XAN.RYPKEMA@CENTURYLINK.COM

720-888-1089

CHARTER COMMUNICATIONS

ATTN: JERROLD KAISER

JERROLD.KAISER@CHARTER.COM

321-338-1928

SPRINT

ATTN: JON BAKER

JON.BAKER@SPRINT.COM

352-409-5095

FLORIDA POWER & LIGHT

ATTN: CHRISTOPHER BUONANNI

CHRISTOPHER.BUONANNI@FPL.COM

407-328-1911

TECO PEOPLES GAS

ATTN:ROBERT MORIG

RJMORIG@TECOENERGY.COM

904-510-6526

CITY OF DAYTONA BEACH- INFORMATION SY

ATTN: DARREN GREER

GREERDARREN@CODB.US

386-671-8653

CITY OF DAYTONA BEACH

ATTN: JAMES PEKALA

PEKALAJ@CODB.US

386-671-8827

AutoCAD SHX Text

(A) - ACTUAL - ACTUAL A/C - AIR CONDITIONER - AIR CONDITIONER ACSM - AMERICAN CONGRESS ON SURVEYING & MAPPING - AMERICAN CONGRESS ON SURVEYING & MAPPING ADA - AMERICANS WITH DISABILITIES ACT - AMERICANS WITH DISABILITIES ACT ALTA - AMERICAN LAND TITLE ASSOCIATION - AMERICAN LAND TITLE ASSOCIATION APPROX - APPROXIMATE - APPROXIMATE ARV - AIR RELEASE VALVE - AIR RELEASE VALVE AVE - AVENUE - AVENUE AVG - AVERAGE - AVERAGE (BB) - BEARING BASIS - BEARING BASIS BFP - BACK FLOW PREVENTER - BACK FLOW PREVENTER BLK - BLOCK - BLOCK BLDG - BUILDING - BUILDING BLVD - BOULEVARD - BOULEVARD BM - BENCH MARK - BENCH MARK BOC - BACK OF CURB - BACK OF CURB BOW - BACK OF WALK - BACK OF WALK BSL - BUILDING SETBACK LINE - BUILDING SETBACK LINE BWF - BARBED WIRE FENCE - BARBED WIRE FENCE C-X - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS (C) - CALCULATED - CALCULATED C - CHORD - CHORD CATV - CABLE TELEVISION RISER - CABLE TELEVISION RISER CB - CHORD BEARING - CHORD BEARING CBS - CONCRETE BLOCK STRUCTURE - CONCRETE BLOCK STRUCTURE C.A.R. - CERTIFIED CORNER RECORD - CERTIFIED CORNER RECORD C&G - CURB & GUTTER - CURB & GUTTER CI - CATCH INLET - CATCH INLET C/L - CENTERLINE - CENTERLINE CLF - CHAIN LINK FENCE - CHAIN LINK FENCE CM - CONCRETE MONUMENT - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE - CORRUGATED METAL PIPE CO - CLEANOUT - CLEANOUT CONC - CONCRETE - CONCRETE COR - CORNER - CORNER CRPP - CORRUGATED PLASTIC PIPE - CORRUGATED PLASTIC PIPE CUE - COUNTY UTILITY EASEMENT - COUNTY UTILITY EASEMENT CVS&T - CAN'T VERIFY SIZE & TYPE - CAN'T VERIFY SIZE & TYPE CWS - CROSSWALK SIGNAL - CROSSWALK SIGNAL Δ - DELTA - DELTA (D) - DESCRIPTION - DESCRIPTION DB - DEED BOOK - DEED BOOK DBH - DIAMETER AT BREAST HEIGHT IN INCHES - DIAMETER AT BREAST HEIGHT IN INCHES DE - DRAINAGE EASEMENT - DRAINAGE EASEMENT DEPT - DEPARTMENT - DEPARTMENT DIP - DUCTILE IRON PIPE - DUCTILE IRON PIPE DR - DRIVE - DRIVE D/U - DRAINAGE AND UTILITY EASEMENT - DRAINAGE AND UTILITY EASEMENT (E) - ENGINEERING PLAN - ENGINEERING PLAN EJB - ELECTRIC JUNCTION BOX - ELECTRIC JUNCTION BOX EL - UNDERGROUND ELECTRICAL LINES - UNDERGROUND ELECTRICAL LINES ELEC - ELECTRIC - ELECTRIC ELEV - ELEVATION - ELEVATION ELLIP - ELLIPTICAL - ELLIPTICAL EOI - END OF INFORMATION - END OF INFORMATION EOP - EDGE OF PAVEMENT - EDGE OF PAVEMENT FB - FIELD BOOK - FIELD BOOK FDC - FIRE DEPARTMENT CONNECTION - FIRE DEPARTMENT CONNECTION FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION - FLORIDA DEPARTMENT OF TRANSPORTATION FF - FINISH FLOOR - FINISH FLOOR FGI - FLAT GRATE INLET - FLAT GRATE INLET FGLP - FIBERGLASS LIGHT POLE - FIBERGLASS LIGHT POLE FHYD - FIRE HYDRANT - FIRE HYDRANT FM - FORCE MAIN - FORCE MAIN FND - FOUND - FOUND FP&L - FLORIDA POWER AND LIGHT - FLORIDA POWER AND LIGHT FS - FLORIDA STATUTES - FLORIDA STATUTES (G) - GRID (STATE PLANE) - GRID (STATE PLANE) GL - UNDERGROUND GAS LINES - UNDERGROUND GAS LINES GOV'T - GOVERNMENT - GOVERNMENT GPR - GROUND PENETRATING RADAR - GROUND PENETRATING RADAR GTMH - GREASE TRAP MANHOLE - GREASE TRAP MANHOLE HDPE - HIGH DENSITY POLYETHYLENE PIPE - HIGH DENSITY POLYETHYLENE PIPE HWF - HOG WIRE FENCE - HOG WIRE FENCE ID - IDENTIFICATION - IDENTIFICATION ICV - IRRIGATION CONTROL VALVE - IRRIGATION CONTROL VALVE INFO - INFORMATION - INFORMATION INV - INVERT - INVERT IP - IRON PIPE - IRON PIPE IP&C - IRON PIPE & CAP - IRON PIPE & CAP IR - IRON ROD - IRON ROD IR&C - IRON REBAR & CAP - IRON REBAR & CAP IRR - IRRIGATION - IRRIGATION L - ARC LENGTH - ARC LENGTH LB# - LICENSED BUSINESS NUMBER - LICENSED BUSINESS NUMBER LP - LIGHT POLE - LIGHT POLE (M) - MEASURED - MEASURED MB - MAP BOOK- MAP BOOK

AutoCAD SHX Text MBX - MAILBOX - MAILBOX MES - MITERED END SECTION - MITERED END SECTION MH - MANHOLE - MANHOLE MLP - METAL LIGHT POLE - METAL LIGHT POLE MPH - MILES PER HOUR - MILES PER HOUR MPP - METAL POWER POLE - METAL POWER POLE N/A - NOT APPLICABLE - NOT APPLICABLE NAVD - NORTH AMERICAN VERTICAL DATUM - NORTH AMERICAN VERTICAL DATUM NAD - NORTH AMERICAN DATUM - NORTH AMERICAN DATUM NG - NATURAL GROUND - NATURAL GROUND NGS - NATIONAL GEODETIC SURVEY - NATIONAL GEODETIC SURVEY NGVD - NATIONAL GEODETIC VERTICAL DATUM - NATIONAL GEODETIC VERTICAL DATUM N & D - NAIL AND DISK - NAIL AND DISK NO. - NUMBER - NUMBER NR - NON-RADIAL - NON-RADIAL NSPS - NATIONAL SOCIETY OF - NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS NT - NON-TANGENT - NON-TANGENT NTS - NOT TO SCALE - NOT TO SCALE OD - OUTSIDE DIAMETER - OUTSIDE DIAMETER ORB - OFFICIAL RECORDS BOOK - OFFICIAL RECORDS BOOK OR - OFFICIAL RECORDS - OFFICIAL RECORDS OUL - OVERHEAD UTILITY LINES - OVERHEAD UTILITY LINES OTL - OVERHEAD TRAFFIC LINES - OVERHEAD TRAFFIC LINES (P) - PLAT - PLAT PB - PLAT BOOK - PLAT BOOK PC - POINT OF CURVATURE - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE - POINT OF COMPOUND CURVATURE PCP - PERMANENT CONTROL POINT - PERMANENT CONTROL POINT PFF - PROPOSED FINISHED FLOOR - PROPOSED FINISHED FLOOR PG - PAGE - PAGE PGS - PAGES - PAGES PI - POINT OF INTERSECTION - POINT OF INTERSECTION PIV - POST INDICATOR VALVE - POST INDICATOR VALVE PK - PARKER KAYLON - PARKER KAYLON POB - POINT OF BEGINNING - POINT OF BEGINNING POC - POINT OF COMMENCEMENT - POINT OF COMMENCEMENT POL - POINT ON LINE - POINT ON LINE PP - POWER POLE - POWER POLE PRC - POINT OF REVERSE CURVATURE - POINT OF REVERSE CURVATURE PRM - PERMANENT REFERENCE MONUMENT - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER - PROFESSIONAL SURVEYOR & MAPPER PT - POINT OF TANGENCY - POINT OF TANGENCY PVC - POLYVINYL CHLORIDE PIPE - POLYVINYL CHLORIDE PIPE PVMT - PAVEMENT - PAVEMENT R27E - RANGE 27 EAST - RANGE 27 EAST R - RADIUS - RADIUS RAD - RADIAL - RADIAL RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE REC - RECOVERED - RECOVERED REV - REVISION - REVISION RP - RADIUS POINT - RADIUS POINT R/W - RIGHT-OF-WAY - RIGHT-OF-WAY RLS - REGISTERED LAND SURVEYOR - REGISTERED LAND SURVEYOR RP - RADIUS POINT - RADIUS POINT RWL - UNDERGROUND RECLAIM WATER LINE - UNDERGROUND RECLAIM WATER LINE RWM - RECLAIMED WATER METER - RECLAIMED WATER METER SE - SPECIAL EASEMENT - SPECIAL EASEMENT SEC 33 - SECTION 33 - SECTION 33 SMH - SANITARY SEWER MANHOLE - SANITARY SEWER MANHOLE (SP) - STATE PLANE - STATE PLANE SQ - SQUARE - SQUARE SQ FT - SQUARE FEET - SQUARE FEET ST - STREET - STREET STMH - STORM DRAINAGE MANHOLE - STORM DRAINAGE MANHOLE S/W - SIDEWALK - SIDEWALK TB - TANGENT BEARING - TANGENT BEARING T27S - TOWNSHIP 27 SOUTH - TOWNSHIP 27 SOUTH TELE - TELEPHONE - TELEPHONE TL - OVERHEAD TRAFFIC SIGNAL LINES - OVERHEAD TRAFFIC SIGNAL LINES TOB - TOP OF BANK - TOP OF BANK TOE - TOE OF SLOPE - TOE OF SLOPE TR - TELEPHONE RISER - TELEPHONE RISER TRANS - TRANSFORMER - TRANSFORMER TSB - TRAFFIC SIGNAL BOX - TRAFFIC SIGNAL BOX TSSP - TRAFFIC SIGNAL SUPPORT POLE - TRAFFIC SIGNAL SUPPORT POLE TVL - UNDERGROUND CABLE TV LINES - UNDERGROUND CABLE TV LINES (TYP) - TYPICAL - TYPICAL UE - UTILITY EASEMENT - UTILITY EASEMENT UNK - UNKNOWN - UNKNOWN UTL - UNDERGROUND TELEPHONE LINES - UNDERGROUND TELEPHONE LINES W/ - WITH - WITH WL - UNDERGROUND WATER LINE - UNDERGROUND WATER LINE WLP - WOOD LIGHT POLE - WOOD LIGHT POLE WM - WATER METER - WATER METER WP - WORK PROGRAM - WORK PROGRAM WPF - WOOD POST FENCE - WOOD POST FENCE WPP - WOOD POWER POLE - WOOD POWER POLE WV - WATER VALVE- WATER VALVE

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AutoCAD SHX Text (R1) ROW NUMBER SIGN ROW NUMBER SIGN (B) BUS STOP SIGN BUS STOP SIGN (DE) DEAD END SIGN DEAD END SIGN (DNE) DO NOT ENTER SIGN (R5-1) DO NOT ENTER SIGN (R5-1) (HC) HANDICAP SIGN HANDICAP SIGN (HC) DUAL HANDICAP SIGN DUAL HANDICAP SIGN (FDC) FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION (INFO) INFORMATION SIGN INFORMATION SIGN (KR) KEEP RIGHT SIGN KEEP RIGHT SIGN (LTO) LEFT TURN ONLY LEFT TURN ONLY (ME) MEDIAN SIGN MEDIAN SIGN (ND) NO DUMPING SIGN NO DUMPING SIGN (NL) NO LEFT TURN SIGN (R3-2) NO LEFT TURN SIGN (R3-2) (NLI) NO LITTERING SIGN NO LITTERING SIGN (NO) NO OUTLET SIGN NO OUTLET SIGN (FL) NO PARKING FIRE LANE SIGN NO PARKING FIRE LANE SIGN (NOR) NO RIGHT TURN SIGN (R3-1) NO RIGHT TURN SIGN (R3-1) (NTT) NO THRU TRAFFIC SIGN NO THRU TRAFFIC SIGN (NOT) NO TRUCKS (R5-2) NO TRUCKS (R5-2) (NP) NO PARKING SIGN NO PARKING SIGN (1W) ONE WAY SIGN (R6-2) ONE WAY SIGN (R6-2) (PE) PEDESTRIAN CROSSING SIGN PEDESTRIAN CROSSING SIGN (RTO) RIGHT TURN ONLY RIGHT TURN ONLY (SL) SPEED LIMIT SIGN SPEED LIMIT SIGN (ST) STOP SIGN (R1-1) STOP SIGN (R1-1) (SS) STREET SIGN STREET SIGN (TZ) TOW AWAY ZONE SIGN TOW AWAY ZONE SIGN (TE) TRUCK ENTRANCE SIGN TRUCK ENTRANCE SIGN (U) UNKNOWN SIGN UNKNOWN SIGN (WL) WEIGHT LIMIT SIGN WEIGHT LIMIT SIGN (WW) WRONG WAY SIGN WRONG WAY SIGN (Y) YIELD SIGNYIELD SIGN

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- AIR RELEASE VALVE - BORING HOLE LOCATION - BRICK PAVERS - CABLE TV RISER - CENTRAL ANGLE - CLEAN OUT - COMMUNICATION MANHOLE - CONCRETE - CONCRETE LIGHT POLE - CONCRETE LIGHT POLE (DUAL) - CONCRETE LIGHT POLE (TRIPLE) - CONCRETE LIGHT POLE (QUAD) - CONCRETE MITERED END SECTION - CONCRETE PAVERS - CONCRETE RIP RAP - CONCRETE UTILITY POLE - COUNTY ROAD SYMBOL - CROSSWALK SIGNAL POLE - DETECTABLE WARNING AREA - DUAL SUPPORT SIGN - ELECTRICAL MANHOLE - ELECTRIC METER - ELECTRICAL JUNCTION BOX - ELECTRIC OUTLET - ELECTRIC RISER - FIBER OPTIC MARKER - FIRE HYDRANT - FLOOD LIGHT - FOUND CONCRETE MONUMENT (AS NOTED) - FOUND IRON PIPE (AS NOTED) - FOUND IRON REBAR (AS NOTED) - FOUND/SET NAIL (AS NOTED) - GARBAGE CAN - GAS MARKER - GAS VALVE - GOPHER TORTOISE HOLE - GRATE INLET - GRAVEL/DIRT - GREASE TRAP MANHOLE - GROUND LIGHT - GUY ANCHOR - HANDICAP PARKING SPACE - INTERSTATE SYMBOL - IRRIGATION CONTROL VALVE - LIGHT POLE - LIGHT POLE (DUAL)

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- LIGHT POLE (TRIPLE) - LIGHT POLE (QUAD) - MAILBOX - MONITOR WELLS - NAIL & DISC (AS NOTED) - PARKING SPACES (2) - PULL BOX (AS NOTED) - REVISION NUMBER (3) - RECLAIMED WATER METER - RECLAIMED WATER VALVE - ROOF DRAIN - SANITARY SEWER MANHOLE - SANITARY SEWER VALVE - TITLE OR REPORT ITEM NUMBER - SECTION CORNER - 4" X 4" CM LB #7143 - 5/8" IR&C LB #7143 - SIGN - SITE BENCH MARK - STORM SEWER MANHOLE - STRIPING (DIRECTIONAL) - TELEPHONE CABLE RISER - TELEPHONE MANHOLE - TELEPHONE LINE MARKER - TELEPHONE JUNCTION BOX - TEST HOLE - TRAFFIC SIGNAL BOX - TRAFFIC SIGNAL SUPPORT POLE - UNKNOWN MANHOLE - UNKNOWN UTILITY MARKER - UNKNOWN RISER - UNKNOWN VALVE - UTILITY FLAG (AS NOTED) - VENT (AS NOTED) - WATER METER - WATER RISER - WATER SERVICE - WATER SPIGOT - WATER SPRINKLER - WATER VALVE - WELL - WETLAND FLAG - WOOD UTILITY POLE - WATER LINE MARKER - WIRE HEIGHTS (SEE CHART)

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T

DIVISION STREET

SCALE: 1" = 20' HORZ

1" = 2' VERT

-4

-2

-4

-2

10+00 11+00 12+00 13+00 14+00 15+00 16+00

P.V.I. +50.00

EL. 7.22

P.V.I. +00.00

EL. 6.10 P.V.I. +24.96

EL. 5.69

-1.64%

-0.87%

-0.68%

P.V.I. +00.00

EL. 5.18

-0.84%

P.V.I. +40.00

EL. 6.35

-0.11%

P.V.I. +00.00

EL. 6.18

INV. EL. 3.59

15" R.C.P.

INV. EL. 2.00

INV. EL. 3.40

INV. EL. 1.13

INV. EL. 2.19

INV. EL. 2.20

INV. EL. 3.81

INV. EL. -0.46

REMOVE 6" VCP & PLUG

WITHIN LIMITS OF POND

P.V.I. +00.00

EL. 5.67

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DIVISION STREET

DIVISION STREET

O R

A N

G E

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EE

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X X X X X X X X X X X X X X X X X X

(S L)

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+0

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2'

4'

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4:1

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+0

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R10'

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7.06 +/- ME

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5.35 +/- ME

PROTECT

EXIST. OAK

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5.50 +/- ME

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DRIVEWAY APRON

STORMWATER

POND NORTH

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6.00 +/- ME 5.90 +/- ME

15" RCP

15" MES

INV. EL. 2.0

15" MES

INV. EL. 2.0

STATION EQUATION

STA. 13+00 (DIVISION STREET)

STA. 10+00 (DIVISION LANE)

STA. 10+50

BEGIN PROPOSED

ASPHALT PAVEMENT

MIAMI CURB

MIAMI CURB

CONCRETE

SPILLWAY

(TYP. 2)

5.47 +/- ME

PROPOSED 6'

CHAIN LINK FENCE

PROPOSED STOP SIGN

FDOT TYPE R1-1

EX. SANITARY SEWER

MH FRAME AND COVER

(SEE NOTE 1)

EX. SANITARY SEWER

MH FRAME AND COVER

(SEE NOTE 1)

MILL AND RESURFACE ASPHALT

ACCESSING AREA. REPLACE

STRIPING PER FDOT INDEX

711-01

RIBBON CURB

(TYP.)

EX. SANITARY SEWER

MH FRAME AND COVER

(SEE NOTE 1)

SPEED LIMIT SIGN

FDOT TYPE R2-1

SPEED LIMIT SIGN

FDOT TYPE R2-1

BURIED

WATER LINE

APPROX LOCATION OF TECO

PEOPLES 2" PLASTIC GAS MAIN.

COORDINATE RELOCATION OF LINE

WITH ROBERT MORIG PRIOR TO

CONSTRUCTION. SEE CONTACT INFO

ON SHEET C3.

BURIED

TELEPHONE

BURIED CABLE

TELEVISION

BURIED

GAS LINE

BURIED FIBER

OPTIC LINEOHU LINE

OVERHEAD

UTILITY

OVERHEAD

UTILITY LINE

REMOVE 6"

VCP & PLUG

WITHIN LIMITS

OF POND

REMOVE EXISTING ASPHALT

AND SUBGRADE

REMOVE TREE

REMOVE TREE

REMOVE TREES

REMOVE AND REPLACE

CHAIN LINK FENCE TO R/W

STOP BAR PER FDOT INDEX

711-001

6.50

6.70

6.70

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5.00

5.38

6.20

5.80

CONTRACTOR TO COORDINATE

RELOCATION OF FPL UTILITY

POLE WITH CHRIS BUONANNI

PRIOR TO CONSTRUCTION. SEE

CONTACT INFO ON SHEET C3.

TRANS. FROM MIAMI TYPE TO VALLEY CURB

MIAMI

TYPE

CURB

VALLEY

CURB

Job No.

Date:

R. NASSO

D. TUCKER

R. NASSO

Checked by:

Designed by:

Drawn by:

Sheet No.

D ra w in g na m e:

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W G

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Pl an a nd

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:4 6p m m m oo dy

ByNo. Date

2021CD2520

01/2020 Rocco R. Nasso, P.E.

FL P.E. No. 64727

ByNo. Date Revision Revision CPH, Inc.

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl. 32771 Phone: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Offices In:

·Florida ·Puerto Rico ·Massachusetts ·Maryland

A Full Service A & E Firm

Traffic/Transportation

DIVISION STREET

ROADWAY IMPROVEMENTS

(ORANGE AVE. TO LIVE OAK AVE.)

CITY OF DAYTONA BEACH

Graphic Scale in Feet

20 20 40

N

C4PLAN AND PROFILE

DIVISION STREET (STA. 10+00 TO 16+00)

DIVISION LANE (STA < 11+15)

M A

TC

H

L

IN

E

+0

SE

E

SH

EE

T C

NOTES:

1. UNLESS DETAILED PLANS OTHERWISE, ALL MANHOLE RING AND COVER

CASTINGS IN PAVED AREAS ARE TO BE ADJUSTED TO FINAL GRADE, SEALED

AND SECURED IN PLACE WITH A CONCRETE COLLAR AFTER THE ROAD BASE

IS PLACED AND JUST PRIOR TO PLACEMENT OF ASPHALT WEARING SURFACE.

2. CONCRETE COLLAR AROUND MANHOLE FRAME IS REQUIRED IN PAVED

AREAS ONLY.

3. SOD ALL DISTURBED AREAS

4. GEOTEHCNICAL REPORT INDICATED SCATTERED DEBRIS ALONG ROAD

ROUTE. DURING CONSTRUCTION ANY DEBRIS ENCOUNTERED SHALL BE

REMOVED IN ITS ENTIRETY.

5. WHEN SLOPES ARE TRANSITIONING FROM INVERTED CROWN TO SUPER

ELEVATED CROWN OR BACK FROM SUPER ELEVATED CROWN TO INVERTED

CROWN, CONTRACTOR TO HOLD PROPOSED ROAD CENTERLINE ELEVATION

A A

B

B

LEGEND

PROP. ASHPALT AND BASE

EXIST. ASPHALT

MILL AND RESURFACE ASPHALT

SEE SHEET C5 FOR DIVISION LANE

AutoCAD SHX Text PARCEL ID #533928040020 OWNER:FILIPPINI VINCENT ADDRESS:305 DIVISION ST, DAYTONA BEACH

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PARCEL ID #533928050010 OWNER:LAMB MICHAEL ADDRESS:ORANGE AVE, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928050040 OWNER:AFGHANI ALIK TR ADDRESS: S MARTIN LUTHER KING BLVD, S MARTIN LUTHER KING BLVD, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928050100 OWNER:MOORE CHIQUITA EVETTE ADDRESS:318 DIVISION ST, DAYTONA BEACH

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PARCEL ID #533928050090 OWNER:CATO EDNA ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928050080 OWNER:MOORE CHIQUITA EVETTE ADDRESS:322 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000140 OWNER:CITY OF DAYTONA BEACH ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000130 OWNER:ACAM INVESTMENTS LLC ADDRESS:336 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000110 OWNER:KITTLES ARTHUR ANITA SNOWDEN ANITA SNOWDEN ADDRESS: 344 DIVISION ST, 344 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text

PARCEL ID #533931000210 OWNER:TARPON IV LLC ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000200 OWNER:WILSON VINCENT L SR ADDRESS:335 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000190 OWNER:FLETCHER DARIUS & RUBY ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000170 OWNER:CARR GEORGE W & GLADYS M ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928040040 OWNER:MOORE CHIQUITA EVETTE ADDRESS:315 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #53392806004 OWNER:CITY OF DAYTONA BEACH ADDRESS:DIVISION LN DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928060030 OWNER:CITY OF DAYTONA BEACH ADDRESS:DIVISION LN, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000100 OWNER:ALVES GEORGE R & ANGELINA M ADDRESS:DIVISION ST, DAYTONA BEACH

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(50' RIGHT-OF-WAY WIDTH (P))

AutoCAD SHX Text PARCEL ID #533931000170 OWNER:CARR GEORGE W & GLADYS M ADDRESS:DIVISION ST, DAYTONA BEACH

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BLK 2-5 ROWLADER 4TH ADDITION MB 4, PG 152

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BLK 1-5 ROWLADER 4TH ADDITION MB 4, PG 152

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AutoCAD SHX Text

LOT 13

AutoCAD SHX Text

LOT 12

AutoCAD SHX Text

LOT 11

AutoCAD SHX Text

LOT 14

AutoCAD SHX Text

BLK 3-5 ROWLADER 4TH ADDITION MB 4, PG 152

AutoCAD SHX Text

SUBDIVISION OF LOT 5, BLK 25 HODGEMAN'S SURVEY MB 4, PG 143

AutoCAD SHX Text

SUBDIVISION OF LOT 5, BLK 25 HODGEMAN'S SURVEY MB 4, PG 143

AutoCAD SHX Text

LOT 3

AutoCAD SHX Text

W R/W LINE DIVISION ST PER REF# 3

AutoCAD SHX Text

E R/W LINE DIVISION ST PER MB 4, PG 152MB 4, PG 152

AutoCAD SHX Text

E R/W LINE DIVISION ST PER MB 4, PG 152MB 4, PG 152

AutoCAD SHX Text

W R/W LINE DIVISION ST PER REF# 3

AutoCAD SHX Text

W R/W LINE DIVISION ST PER MB 4, PG 143MB 4, PG 143

AutoCAD SHX Text

E R/W LINE DIVISION ST PER MB 4, PG 143MB 4, PG 143

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

NO TRESPASSING SIGN

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

REFLECTOR

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

NO OUTLET SIGN

AutoCAD SHX Text

VEGETATION LINE

AutoCAD SHX Text

VEGETATION LINE

AutoCAD SHX Text

3' CLF

AutoCAD SHX Text

VEGETATION LINE

AutoCAD SHX Text

REFLECTOR

AutoCAD SHX Text

1 STORY WOOD FRAME BLD

AutoCAD SHX Text 20.5'

AutoCAD SHX Text 18.1'

AutoCAD SHX Text 38.4'

AutoCAD SHX Text 18.3'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 5.6'

AutoCAD SHX Text

LOT 5

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text SMH TOP ELEV=5.31 N INV ELEV(8" PVC)=2.19 E INV ELEV(8" PVC)=2.39 S INV ELEV(8" PVC)=2.20

AutoCAD SHX Text

SMH TOP ELEV=7.17 N INV ELEV(8" PVC)=-0.46 S INV ELEV(8" PVC)=1.13

AutoCAD SHX Text

SMH TOP ELEV=6.96

AutoCAD SHX Text

SMH TOP ELEV=5.31 N INV ELEV(8" PVC)=2.51 S INV ELEV(6" PVC)=2.81

AutoCAD SHX Text

BLK 2-5 ROWLADER 4TH ADDITION MB 4, PG 152

AutoCAD SHX Text

SMH TOP ELEV=6.33 S INV ELEV(8" PVC)=2.33

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

CONC

AutoCAD SHX Text D/W

AutoCAD SHX Text

6" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text S/W

AutoCAD SHX Text S/W

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

VEGETATION LINE

EOI LOSS OF SIGNAL

1" = 2' VERT

-4

-2

-4

-2

16+00 17+00 17+96

INV. EL. 2.46

-0.11%

P.V.I. +62.00

EL. 6.00

D

IV

IS

IO

N S

TR

EE

T

DIVISION LANE

X X

X X

X X

X X

X X

X X

X X

X X

X X

1+04

0+

1+

1+00

1+87

10+00

11+00 11+80

+0

X X

X X

X X

X X

4:1

+0

10+00

11+00 11+80

R 24'

R 25'

R 10'

5.42 +/- M E

5.35 +/- M E

PR

O

TEC

T

EXIST. O

AK

5.50 +/- M E

5.50 +/- M E

6" C O

N C

R

ETE

D R

IVEW

AY

APR

O

N STO

R

M W

ATER

PO

N D

N O

R

TH

15" M

ES

IN

V. EL. 2.0

STATIO

N

EQ

U

ATIO

N

STA. 13+00 (D

IVISIO

N

STR

EET)

STA. 10+00 (D

IVISIO

N

LAN

E)

C O

N C

R

ETE

SPILLW

AY

(TYP. 2)

5.47 +/- M E

PR

O

PO

SED

6' C

H

AIN

LIN

K FEN

C E

PR

O

PO

SED

STO

P SIG

N

FD

O

T TYPE R

1-1

EX. SAN

ITAR

Y SEW

ER

M H

FR

AM

E AN

D

C O

VER

(SEE N

O

TE 1)

O

VER

H

EAD

U

TILITY

R

EM

O

VE 6"

VC

P & PLU

G W

ITH

IN

LIM

ITS

O

F PO

N D

R

EM

O

VE TR

EE

R

EM

O

VE TR

EE

STO

P BAR

PER

FD

O

T IN

D

EX

711-001

R

EM

O

VE TR

EE

5.00

5.38

6.20

5.80

TR

AN

S. FR

O

M M

IAM

I TYPE TO

VALLEY C

U

R B

M

IAM

I

TYPE

C

U R

B

VALLEY

C

U R

B

DIVISION STREET

LI

VE

O A

K A

VE

SITE BENCHMARK #501

(S T)

16+00 17+00 17+9316+00 17+00 17+93

6" CONCRETE

DRIVEWAY APRON

6.18 +/- ME

6.18 +/- ME

6.46 +/- ME

6.39 +/- ME

6.42 +/- ME

6.38 +/- ME

EX. STOP SIGN TO BE

REMOVED AND REPLACED

WITH 30"x30" R1-1 STOP SIGN

6.06 +/- ME

6.09 +/- ME

ADA MAT PER

FDOT INDEX 522-002

(TYP.), COLOR: BRICK

RED

CROSSWALK

STRIPING PER

FDOT INDEX 711-001

SLOPE TO MATCH

EX. PAVEMENT

BURIED

WATER LINE

BURIED

GAS LINE

OVERHEAD

UTILITY LINE

BURIED FIBER

OPTIC LINE

OVERHEAD

UTILITY LINE

R=20' (TYP.)

STOP BAR PER FDOT INDEX

711-001

DIVISION LANE

SCALE: 1" = 20' HORZ

1" = 2' VERT

-4

-2

-4

-2

10+00 11+00 11+83

P.V.I. +80.00

EL. 5.00

P.V.I. +00.00

EL. 5.18

P.V.I. +62.00

EL. 5.55

-0.23% -0.62%

VALLEY CURB

Job No.

Date:

R. NASSO

D. TUCKER

R. NASSO

Checked by:

Designed by:

Drawn by:

Sheet No.

D ra w in g na m e:

J :\D

\C iv il\ D

W G

C ur re nt _P la n_

Se t\5

D

Pl an a nd

P ro fil e.

dw g

F eb

1,

- 4

:4 6p m m m oo dy

ByNo. Date

2021CD2520

01/2020 Rocco R. Nasso, P.E.

FL P.E. No. 64727

ByNo. Date Revision Revision CPH, Inc.

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl. 32771 Phone: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Offices In:

·Florida ·Puerto Rico ·Massachusetts ·Maryland

A Full Service A & E Firm

Traffic/Transportation

DIVISION STREET

ROADWAY IMPROVEMENTS

(ORANGE AVE. TO LIVE OAK AVE.)

CITY OF DAYTONA BEACH

Graphic Scale in Feet

20 20 40

N

C5PLAN AND PROFILE

DIVISION STREET (STA. >16+00)

AND DIVISION LANE

M A

TC

H

L

IN

E

+0

SE

E

SH

EE

T C

MATCH LINE 12+20

(DIVISION STREET)

MATCH LINE 13+80

(DIVISION STREET)

N

LEGEND

PROP. ASHPALT AND BASE

EXIST. ASPHALT

MILL AND RESURFACE ASPHALT

AutoCAD SHX Text PARCEL ID #533928050040 OWNER:AFGHANI ALIK TR ADDRESS: S MARTIN LUTHER KING BLVD, S MARTIN LUTHER KING BLVD, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928050100 OWNER:MOORE CHIQUITA EVETTE ADDRESS:318 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text

PARCEL ID #533928050090 OWNER:CATO EDNA ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928050080 OWNER:MOORE CHIQUITA EVETTE ADDRESS:322 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000140 OWNER:CITY OF DAYTONA BEACH ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928040040 OWNER:MOORE CHIQUITA EVETTE ADDRESS:315 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #53392806004 OWNER:CITY OF DAYTONA BEACH ADDRESS:DIVISION LN DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533928060030 OWNER:CITY OF DAYTONA BEACH ADDRESS:DIVISION LN, DAYTONA BEACH

AutoCAD SHX Text

BLK 2-5 ROWLADER 4TH ADDITION MB 4, PG 152

AutoCAD SHX Text

LOT 10

AutoCAD SHX Text

LOT 9

AutoCAD SHX Text

LOT 8

AutoCAD SHX Text

LOT 4

AutoCAD SHX Text

BLK 3-5 ROWLADER 4TH ADDITION MB 4, PG 152

AutoCAD SHX Text

LOT 3

AutoCAD SHX Text

E R/W LINE DIVISION ST PER MB 4, PG 152MB 4, PG 152

AutoCAD SHX Text

W R/W LINE DIVISION ST PER REF# 3

AutoCAD SHX Text

NO TRESPASSING SIGN

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text

REFLECTOR

AutoCAD SHX Text

REFLECTOR

AutoCAD SHX Text

1 STORY WOOD FRAME BLD

AutoCAD SHX Text 20.5'

AutoCAD SHX Text 38.4'

AutoCAD SHX Text 18.3'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 5.6'

AutoCAD SHX Text

4' CLF

AutoCAD SHX Text SMH TOP ELEV=5.31 N INV ELEV(8" PVC)=2.19 E INV ELEV(8" PVC)=2.39 S INV ELEV(8" PVC)=2.20

AutoCAD SHX Text

SMH TOP ELEV=5.31 N INV ELEV(8" PVC)=2.51 S INV ELEV(6" PVC)=2.81

AutoCAD SHX Text

CONC

AutoCAD SHX Text D/W

AutoCAD SHX Text

6" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

AutoCAD SHX Text #329

AutoCAD SHX Text

DIVISION LANE

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text #330

AutoCAD SHX Text 6.80

AutoCAD SHX Text 6.90

AutoCAD SHX Text 6.91

AutoCAD SHX Text 20' R/W

AutoCAD SHX Text

VEGETATION LINE

AutoCAD SHX Text PARCEL ID #533931000150 OWNER:DODANI SHILU ADDRESS:345 DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000090 OWNER:FLECK WILLIAM M & ALLISON D ADDRESS:LIVE OAK AVE, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000100 OWNER:ALVES GEORGE R & ANGELINA M ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text PARCEL ID #533931000170 OWNER:CARR GEORGE W & GLADYS M ADDRESS:DIVISION ST, DAYTONA BEACH

AutoCAD SHX Text

W R/W LINE DIVISION ST PER MB 4, PG 143MB 4, PG 143

AutoCAD SHX Text

E R/W LINE DIVISION ST PER MB 4, PG 143MB 4, PG 143

AutoCAD SHX Text

N R/W LINE LIVE OAK AVE PER PB 4, PG 143PB 4, PG 143

AutoCAD SHX Text

N R/W LINE LIVE OAK AVE PER MB 4, PG 143MB 4, PG 143

AutoCAD SHX Text

LOT 10

AutoCAD SHX Text

LOT 9

AutoCAD SHX Text

LOT 17

AutoCAD SHX Text

LOT 16

AutoCAD SHX Text

NO OUTLET SIGN

AutoCAD SHX Text

VEGETATION LINE

AutoCAD SHX Text

VEGETATION LINE

AutoCAD SHX Text

SUBDIVISION OF LOT 5, BLK 25 HODGEMAN'S SURVEY MB 4, PG 143

AutoCAD SHX Text

SUBDIVISION OF LOT 5, BLK 25 HODGEMAN'S SURVEY MB 4, PG 143

AutoCAD SHX Text

SMH TOP ELEV=6.15 N INV ELEV(8" PVC)=1.15

AutoCAD SHX Text

FGI TOP ELEV=5.93

AutoCAD SHX Text

FGI TOP ELEV=6.03

AutoCAD SHX Text

WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text #563

AutoCAD SHX Text D/W

AutoCAD SHX Text

CONC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

TOP EL= 7.46

AutoCAD SHX Text

INV.= 2.46

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

24" RCP

24" RCP

1" = 2' VERT

-2

-2

0+00 1+001+03

EL. 5.00

EL. 4.00

EL. 3.00

EL. 2.00

EL. 5.00

POND NORTH 'A'-'A'

STORMWATER

POND NORTH

SCALE: 1" = 20' HORZ

1" = 2' VERT

-2

-2

0+00 1+00 1+87

EL. = 4.00

EL. = 3.13

EL. = 2.01

EL. = 5.00

EL. = 5.50

EL. = 2.00

EL. = 5.00

POND SOUTH AND NORTH 'B'-'B'

15" MES

INV. EL. 2.00

(TYP.)

STORMWATER

POND SOUTH

STORMWATER

POND NORTH

20'

STA NO. 10+46.77 TO 11+96.76

STA NO. 14+37.30 TO 14+67.30

STA NO. 14+86.01 TO 15+61.52

STA NO. 15+85.57 TO 16+37.39

STA NO. 16+68.25 TO 16+88.31

STA NO. 17+18.80 TO END

20'

15'

20' 6'

STA NO. 14+67.30 TO 14+86.01

STA NO. 15+61.52 TO 15+85.57

STA NO. 16+37.39 TO 16+68.25

STA NO. 16+88.31 TO 17+18.80

5.47 +/- ME

Job No.

Date:

R. NASSO

D. TUCKER

R. NASSO

Checked by:

Designed by:

Drawn by:

Sheet No.

D r a w i n g n a m e

J D

C i v i l D

W G

C u r r e n t

P l a n

S e t

D

P l a n a n d

P r o f i l e d w g

F e b p m a s w i f t

ByNo. Date

2021C

D2520

01/2020

Rocco R. Nasso, P.E.

FL P.E. No. 64727

ByNo. Date Revision Revision

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl. 32771

Phone: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

·Florida

·Puerto Rico

·Massachusetts

·Maryland

A Full Service A & E Firm

Traffic/Transportation

DIVISION STREET

ROADWAY IMPROVEMENTS

(ORANGE AVE. TO LIVE OAK AVE.)

CITY OF DAYTONA BEACH

Graphic Scale in Feet

20 20 40

C6POND PROFILES & TYPICAL

ROADWAY SECTIONS

1 2" ASPHALT

4 TYPICAL RIBBON CURB. SEE DETAIL ON SHEET C7

TYPICAL SECTION - DIVISION STREET

SCALE: 1" = 2'

TYPICAL SECTION - DIVISION STREET

SCALE: 1" = 2'

TYPICAL SECTION - DIVISION LANE

SCALE: 1" = 2'

5 TYPICAL MIAMI TYPE CURB. SEE DETAIL ON SHEET C7

6 8" THICK CONC. APRON

TYPICAL SECTION - DIVISION STREET

SCALE: 1" = 2'

12” SUBGRADE, STABILIZED TO A MIN. LBR OF 40, COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR

DRY DENSITY (AASTHO T-180). CONTRACTOR MAY SUBSTITUTE LIMEROCK SUBGRADE (MIN. LBR OF 100) OR CONTROLLED

LOW STRENGTH MATERIAL (“FLOWABLE FILL”), F'C (28 DAY) = 100-125 PSI AT NO ADDITIONAL COST, PROVIDED THE

STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED SUBGRADE.

10” CRUSHED CONCRETE, COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY (AASHTO T-134)

LEGEND - ROADWAY SECTION

STA NO. 11+96.76 TO 14+37.30

DIVISION STREET TO END

CPH, Inc.

STOP

ALL WAY

A

B

A

B

STANDARD CURB CONSTRUCTION

N.T.S.

BASE COURSE

SURFACE MATERIAL

6"

1'

4"

OTY A B

A

N

ROC

ROP

I

HEC

I

T

AE

DET JULY

7 6

HC

DF OTAY N OTY A B

A

N

ROC

ROP

I

HEC

I

T

AE

DET JULY

HC

DF OTAY N OTY A B

A

N

ROC

ROP

I

HEC

I

T

AE

DET JULY

7 6

HC

DF OTAY N OTY A B

A

N

ROC

ROP

I

HE C

I

T

AE

DET JULY

7 6

HC

DF OTAY N

OTY A B

A

N

ROC

ROP

I

HE C

I

T

AE

DET JULY

7 6

HC

DF OTAY N

CHAIN LINK FENCE

N.T.S.

GROUND SURFACE

TOP RAIL

NOTE: BRACE CORNER POSTS IN BOTH

DIRECTIONS ALONG FENCE LINE.

CONCRETE PIER

LINE POST

CHAIN LINK

FENCE FABRIC

SLEEVE COUPLING

(21'-0" O.C. MAX.)

10'-0" MAX. 10'-0" MAX.

9' -0

3"

6' -0

BOTTOM

REINFORCEMENT

WIRE

TRUSS ROD

CORNER POST

#2 BARE CONDUCTOR

ATTACHED TO CORNER POST

GROUND ROD 3/8" X 10"

COPPER CLAD (TYP.)

ALL CORNERS OR CHANGE

IN FENCE DIRECTION

Job No.

Date:

R. NASSO

D. TUCKER

R. NASSO

Checked by:

Designed by:

Drawn by:

Sheet No.

D ra w in g na m e:

J :\D

\C iv il\ D

W G

C ur re nt _P la n_

Se t\8

D

G en er al

D et ai ls

.d w g F eb

1,

- 4 :4

7p m m m oo dy

ByNo. Date

2021CD2520

01/2020 Rocco R. Nasso, P.E.

FL P.E. No. 64727

ByNo. Date Revision Revision CPH, Inc.

Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

500 West Fulton St. Sanford, Fl. 32771 Phone: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Offices In:

·Florida ·Puerto Rico ·Massachusetts ·Maryland

A Full Service A & E Firm

Traffic/Transportation

DIVISION STREET

ROADWAY IMPROVEMENTS

(ORANGE AVE. TO LIVE OAK AVE.)

CITY OF DAYTONA BEACH

C7GENERAL DETAILS 1 OF 3

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

EDGE OF PAVEMENT OR CURB

AutoCAD SHX Text

CONC FOOTING (3000 PSI @ 28 DAYS)

AutoCAD SHX Text

NTS

AutoCAD SHX Text NOTES: 1. STOP SIGN SHALL CONFORM WITH CURRENT FEDERAL, STATE & LOCAL STOP SIGN SHALL CONFORM WITH CURRENT FEDERAL, STATE & LOCAL CODES & REGULATIONS, LATEST EDITION. 2. STOP SIGN R1-1 SHALL BE OCTAGONAL IN SHAPE. ALUMINUM SHALL BE STOP SIGN R1-1 SHALL BE OCTAGONAL IN SHAPE. ALUMINUM SHALL BE A MINIMUM OF 0.80 IN THICKNESS. LEGEND AND BOARDER OF WHITE (RETROREFLECTIVE) AND A BACKGROUND OF RED (RETROREFLECTIVE) TABLE 2B-1 OF THE MUTCD SHALL BE USED TO DETERMINE THE APPROPRIATE SIZE OF THE SIGN FOR THE APPLICATION. 3. LEGEND AND BOARDER SIZES SHALL BE IN ACCORDANCE WITH THE LEGEND AND BOARDER SIZES SHALL BE IN ACCORDANCE WITH THE MUTCD AND STANDARD HIGHWAY SIGNS MANUAL, LATEST EDITION, FOR THE SIZE OF SIGN REQUIRED FOR THE APPLICATION. 4. ALUMINUM SIGN POSTS TO BE 2- " . ALL BOLTS, NUTS, WASHERS AND ALUMINUM SIGN POSTS TO BE 2- " .