Margarita_Rd_and_Sunrise_Blvd_Drainage_Imp_2019-11-17.pdf

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CERTIFICATION BY THE ENGINEER OF RECORD

SHEET DRAWING TITLE

COVER SHEET

VICINITY MAP

PREPARED FOR

CITY OF DEBARY

DRAWING INDEX

16 COLOMBA ROAD

DEBARY, FLORIDA 32713

LOCATION MAP

USGS MAP

N.T.S.

1" = 1,000'

MARGARITA ROAD AND SUNRISE BOULEVARD

DRAINAGE IMPROVEMENTS

CONSTRUCTION PLANS FOR THE

100% PLANS

SECTION 3, TOWNSHIP 19S, RANGE 30E

LOCATION

PROJECT

PROJECT CENTER => LATITUDE 28° 52' 24.4", LONGITUDE -81° 17' 57.0"

COVER

OCTOBER 2019

Patricia Stevenson

Council Seat 3

Erika Benfield

Karen Chasez

Mayor

Phyllis Butlien

Council Seat 4

Stephen Bacon

Council Seat 1

EROSION AND SEDIMENT CONTROL CERTIFICATIONS

THIS SET OF CONSTRUCTION PLANS SHALL SERVE AS THE MANAGEMENT PLAN FOR

IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL. THE OWNER

SHALL BE RESPONSIBLE FOR ENSURING THAT THESE MEASURES ARE EFFECTIVELY

IMPLEMENTED BY THE CONTRACTOR UNTIL COMPLETION OF THE PROJECT OR UNTIL

THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL. BY

SIGNING BELOW, THE CONTRACTOR ACKNOWLEDGES RESPONSIBILITY FOR

MAINTAINING ALL EROSION AND SEDIMENT CONTROLS AS SPECIFIED WITHIN THIS

CONSTRUCTION PLANS SET.

OWNER/PERMITEE TITLE

(PRINTED NAME)

DATE

CONTRACTOR TITLE

(PRINTED NAME)

DATE

1. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF

TRANSPORTATION, STANDARD SPECIFICATIONS (LATEST EDITION) AND

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

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

CHANGED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA.

11" X 17" DRAWINGS ~ NOT TO SCALE

12" X 18" DRAWINGS ~ HALF SIZE

24" X 36" DRAWINGS ~ TO SCALE

3. ELEVATION INFORMATION SHOWN WITHIN THESE PLANS IS REFERENCED TO

THE NAVD88 VERTICAL DATUM.

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

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

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

NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).

COMPUTED DATUM SHIFTS

NAVD88 + 1.060' = NGVD29

NGVD29 - 1.060' = NAVD88

DATE DESCRIPTIONNO.

PLANS SUBMITTAL AND REVISION SUMMARY

NOTES

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09 / 17 / 19 PRELIMINARY PLANS ~ UTILITY COORDINATION

THIS CERTIFICATION EXCLUDES CERTAIN INFORMATION THAT WAS PREPARED "BY OTHERS" AND MAY

BE INCLUDED IN THE PLANS FOR THE CONTRACTOR'S CONVENIENCE, INCLUDING BUT NOT LIMITED TO

THE TOPOGRAPHIC SURVEYS, MANUFACTURER DETAILS, FDOT DETAILS OBTAINED FROM THE DESIGN

STANDARDS, AND STANDARD DETAILS PROVIDED BY THE CITY OF DEBARY OR VOLUSIA COUNTY.

GENERAL NOTES2

TOPOGRAPHIC SURVEY3

MISCELLANEOUS DETAILS11 - 13

310 WEST STATE ROAD 434, SUITE 309

WINTER SPRINGS, FLORIDA 32708

PHONE: 407-992-9160

FAX: 407-358-5155

PEGASUS ENGINEERING, LLC

GREGORY A. TEAGUE

FLORIDA P.E. NUMBER 47663

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

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No. 47663

STATE OF

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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED

BY GREGORY A. TEAGUE, P.E. ON OCTOBER 28, 2019 USING A

DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

THE WOODS

LAKE OF

BASELINES, STATIONING AND COORDINATE GEOMETRY4

TEMPORARY EROSION CONTROL PLAN AND DETAILS9 - 10

Vice Mayor Council Seat 2

Alan Williamson

Public Works Director Carmen Rosamonda

City Manager Kevin Hare

Construction Services Manager

MEDINA ROAD

MARGARITA ROAD

SUNRISE BOULEVARD

PLAN AND PROFILE - MARGARITA ROAD

PLANTATION ROAD

DEBARY DRIVE

VALENCIA ROAD

PLUMOSA ROAD

HOMESTEAD AVENUE

ACACIA ROAD

CLARA VISTA STREET

BAYOU VISTA STREET

LAGO VISTA STREET

LINDA VISTA STREET

ROSE LANE

HALL

DEBARY

LOCATION

PROJECT

PROJECT

219 MARGARITA ROAD

PROJECT LOCATION

SANFORD QUAD MAP

ORANGE CITY QUAD MAP

DRAINAGE PLAN5

7 SUNRISE BOULEVARD

8 DRAINAGE CROSS SECTIONS

2 09 / 17 / 19 90% PLANS ~ CITY REVIEW

3 10 / 28 / 19 100% PLANS ~ ISSUED FOR BIDDING

BID NO. 01-20BID NO. 01-20

SMALL SCALE STORMWATER IMPROVEMENT PROJECT NO. 6

THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND BOTH SHALL NOTIFY:

TALLAHASSEE, FL

SUITE 309

REMOVAL AND REPLACEMENT SHALL BE PROTECTED WITH A CAST IRON VALVE BOX.

(904) 488-2427

3900 COMMONWEALTH BOULEVARD

STATE GEODETIC ADVISOR, RONNIE TAYLOR

SUBMITTED TO THE ENGINEER FOR RESOLUTION, AS SOON AS POSSIBLE AFTER

DRAINAGE / UTILITY CONFLICTS EXIST. INFORMATION ON CONFLICTS IS TO BE

PRIOR TO ORDERING DRAINAGE STRUCTURES, THE CONTRACTOR SHALL DETERMINE IF

RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH THE UTILITY OWNER.

OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS

CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION

SURVEYS BUT IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE

OF UNDERGROUND AND OTHER UTILITIES IS BASED ON AVAILABLE RECORDS AND

THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

BY PERMIT CONDITIONS, REQUIRED STANDARD FDOT SPECIFICATIONS, AND / OR

CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS, ESTABLISHED

THE PLANS, PERMITS, AND STANDARDS ADOPTED BY OWNER. ENVIRONMENTAL

THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF

DISCOVERY.

ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE DIRECTED. IF REQUIRED TO

MAKE HIS OWN DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.

AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TO BIDDING, AND TO

OF THE CONTRACTOR TO INQUIRE OF THE ENGINEER IF ADDITIONAL INFORMATION IS

THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY

INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF

ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS

SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN

BE REMOVED, THE ITEM SHALL BE PAID FOR UNDER "CLEARING AND GRUBBING."

PAVEMENT AREAS SCHEDULED TO BE OPEN-CUT SHALL HAVE THE PAVEMENT CLEANLY

ALL DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE, CLASS III, UNLESS

OTHERWISE SPECIFIED OR DIRECTED BY THE OWNER / ENGINEER.

ANY U.S.C. AND G.S. (UNITED STATES COAST AND GEODETIC SURVEY) MONUMENTS

WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF IN DANGER OF DAMAGE,

SHALL BE PRESERVED. THOSE FOUND IN AREAS WHERE PAVEMENT IS SCHEDULED FOR

ALL PERMANENT REFERENCE MONUMENTS (P.R.M.'s) SHOWN ON THE PLANS, OR FOUND, AS-BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED

THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE AND

TO PROTECT ADJACENT AREAS FROM CONSTRUCTION ACTIVITIES.

MISCELLANEOUS NOTES

MN-4.

MN-5.

MN-6.

MN-7.

MN-9.

MN-8.

BE ALLOWED.

MN-12.

REGISTERED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR.

MN-3.

MN-2.

MN-1.

REQUIREMENTS, AND TESTING REQUIREMENTS SPECIFIED IN THE CONTRACT,

PLANS OR SPECIFICATIONS.

PROTECT EXISTING FACILITIES ABOVE AND BELOW THE GROUND.

AND ENGINEER'S CONSULTANT ASSUME NO RESPONSIBILITY FOR SUBSURFACE

CONDITIONS OR FOR THE CONTRACTOR'S FAILURE TO IDENTIFY, LOCATE, AND

IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

LOCATION AND IDENTIFICATION OF EXISTING UTILITIES, DRAINAGE SYSTEMS OR

SURVEYORS.

TO THE OWNER UPON PROJECT COMPLETION, PRIOR TO FINAL CERTIFICATION

THE CONTRACTOR SHALL CLEARLY MARK THE LIMITS OF WORK PRIOR TO CLEARING

DISPOSE OF IT IN AN APPROVED MANNER. BURNING ON SITE WILL NOT BE ALLOWED.

OF SUBSTANTIAL COMPLETION BY THE ENGINEER. THESE AS-BUILT DRAWINGS

ALL PERSONAL PROPERTY, EXCEPT MAILBOXES, WITHIN THE RIGHT-OF-WAY NOT

RELOCATED BY THE PROPERTY OWNER(S) SHALL BE REMOVED BY THE CONTRACTOR

AS NECESSARY TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PLANS.

MAIL BOXES SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH

FDOT's STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION (INDEX NO. 110-200).

ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED

TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO

COMMENCING CONSTRUCTION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. COST

TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION TO

THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING, AND BRACING REQUIRED

TO PROTECT ADJACENT STRUCTURES AND UTILITIES, OR TO MINIMIZE TRENCH WIDTH

AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA

WITH THE LINES, GRADES, PROFILES, CROSS-SECTIONS, DIMENSIONS, MATERIAL

ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY

PHYSICAL STRUCTURES WITHIN THE LIMITS OF WORK. THE OWNER, HIS ENGINEER,

THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY

MATERIAL, STRUCTURE, OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE

EXCEPT WHERE SUCH EXCAVATION, REMOVAL, OR DISTURBANCE IS PROVIDED FOR

AFFECT HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCOVERY,

THE CONTRACTOR SHALL EXAMINE THE SITE FOR ALL CONDITIONS WHICH MAY

THE LINES, GRADES, OR CONSTRUCTION LIMITS ESTABLISHED FOR THIS PROJECT,

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 CONTRACT DOCUMENTS OR

SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE OF ANY

SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE (F.A.C.) FOR

DOCUMENTS. THE TENDERING OF A PROPOSAL WILL ACKNOWLEDGE ACCEPTANCE OF

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

AND IN ACCORDANCE WITH ASTM C-478 UNLESS OTHERWISE SPECIFIED.

ALL MANHOLES, INLETS, AND JUNCTION BOX STRUCTURES SHALL BE PRECAST

ALL PIPE JOINT CONNECTIONS SHALL BE WRAPPED WITH A FILTER FABRIC MATERIAL

IN ACCORDANCE WITH FDOT's STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION

ALL MANHOLES, INLETS, AND JUNCTION BOX STRUCTURES SHALL HAVE TRAFFIC

BEARING FRAMES AND COVERS, OR GRATES MEETING HS-20 LOADING REQUIREMENTS,

UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS.

ALL EXISTING AND INSTALLED STORM SEWER LINES AND INLETS SHALL BE CLEANED

OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGE OF CONSTRUCTION, THE

COST OF WHICH SHALL BE INCIDENTAL TO THE PROJECT CONSTRUCTION. BEFORE

COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF

THE ENGINEER ALL EXISTING DRAINAGE PROBLEMS OR DRAINAGE PROBLEMS THAT

WILL BE CREATED BY THIS OPERATION.

STORM WATER (DRAINAGE)

SW-1.

SW-2.

SW-4.

SW-5.

FDOT INDEX NO. 430-001).

OBTAIN WRITTEN PERMISSION FROM THE LAND OWNER TO OCCUPY THE PROPERTY

FOR THE SOLE PURPOSE OF PROSECUTING THE WORK. THE CONTRACTOR

BEFORE COMMENCING WORK ON ANY PRIVATE LANDS, THE CONTRACTOR SHALL

SHALL USE ALL DUE CAUTION AND CARE TO PROTECT THE PROPERTY AT ALL

TIMES AND IN ALL MANNER FROM HIS WORK AND TO LIMIT HIS ACTIVITIES

AS NECESSARY TO PERFORM THE WORK AS DESCRIBED BY THE CONTRACT

DOCUMENTS. IF THE WORK IS INCOMPLETE AT THE END OF THE WORK DAY,

HE SHALL SECURE THE WORK AREA AND MATERIALS TO PROVIDE FOR THE

CONSIDERATION AND THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

SAFETY OF ALL PERSONS, KNOWN OR UNKNOWN. SAFETY SHALL BE A PRIME

FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA.

SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT

BUFFER AREA, MITIGATION AREA, OR DESIGNATED WETLAND AREA UNLESS

ABSOLUTELY NO WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA,

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

IF THE TOTAL AREA TO BE CLEARED IS EQUAL TO, OR EXCEEDS ONE (1) ACRE,

THEN 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) AND APPLICABLE FEES TO THE FDEP NO LESS THAN FORTY-EIGHT

(48) HOURS PRIOR TO COMMENCING CONSTRUCTION. THE COST FOR THIS WILL BE

AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR

PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT

CONSTITUTES IN ANY WAY A HAZARD TO THE PUBLIC.

WHERE THE WORK CAUSES OBSTRUCTION TO THE NORMAL TRAFFIC OR

THE OWNER, SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, OR AS DIRECTED BY

WITH THE U.S. DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM

HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY

MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC WITH DESTINATIONS WITHIN

THE PROJECT LIMITS SHALL BE MAINTAINED. IF ACCESS TO LOCAL TRAFFIC IS CHANGED

DURING CONSTRUCTION, THEN THE CONTRACTOR SHALL NOTIFY THE OWNER A

MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. IF ROAD CLOSURES ARE

REQUIRED DURING CONSTRUCTION, THEN THE CONTRACTOR SHALL NOTIFY THE

OWNER A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE.

RP-7.

RP-8.

RP-9.

EW-2.

EW-3.

GS-5.

EW-4.

EW-1.

EARTHWORK

THE CONTRACTOR SHALL EXAMINE THE SITE, REVIEW THE PLANS, AND

INDEPENDENTLY DETERMINE THE VOLUME OF EXCAVATION, FILL AND/OR

BACKFILL REQUIRED TO PERFORM THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SLOPES

AND EMBANKMENTS. THE CONTRACTOR SHALL REPAIR OR REMEDY DAMAGE

TO SUCH IF CAUSED BY EROSION, CONTRACTOR ACTIVITIES OR LACK OF

MAINTENANCE UNTIL THE PROJECT IS ACCEPTED BY THE OWNER.

ALL FILL PLACED SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH THE

FDOT STANDARD SPECIFICATIONS AND/OR THE SPECIAL PROVISIONS, SUPPLEMENTAL

THE ENGINEER HAS UTILIZED TOPOGRAPHIC SURVEY INFORMATION WHICH HE

HAS RELIED UPON IN THE PREPARATION OF THESE PLANS. THE CONTRACTOR IS

EMBANKMENT IS STARTED.

OTHERWISE REMOVE ALL VEGETATION AND OTHER DELETERIOUS MATERIAL BEFORE

IN ALL AREAS WHICH REQUIRE FILL MATERIAL, THE CONTRACTOR WILL STRIP OR

GEOMETRY & SURVEY

MT-2.

MT-1.

EW-5.

BE ALLOWED.

GS-2.

FOR SELECT DISPOSAL. IN NO CASE WILL BURIAL OF DISPOSABLE MATERIAL

REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS

OTHERWISE DIRECTED BY THE OWNER OR SPECIFIED ELSEWHERE IN THE PLANS

ALL SOIL STRIPPINGS, DELETERIOUS AND UNSUITABLE MATERIAL SHALL BE

PROPOSED STATION OFFSETS ARE FROM THE CENTERLINE OF THE STRUCTURE

PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED.

IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED,

THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE PROJECT ENGINEER, WITHOUT

DELAY, BY TELEPHONE. THE CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP

CONFIRMATION WITHIN FORTY-EIGHT (48) HOURS OF TELEPHONE NOTIFICATION.

GS-6. BENCHMARKS AND VERTICAL ELEVATIONS AREA BASED ON NAVD88 DATUM.

MAINTENANCE OF TRAFFIC (MOT)

GS-3.

GS-4.

INCLUDED IN THE CONTRACT UNIT PRICE FOR "MOBILIZATION/DEMOBILIZATION, LS."

REQUIRED BY THE AUTHORITY HAVING JURISDICTION WHERE THE WORK OCCURS.

THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY UTILIZATION PERMIT ASRP-6.

RP-5. THE CONTRACTOR MUST OBTAIN A CONSUMPTIVE USE PERMIT (CUP) IF DEWATERING

IS NECESSARY.

REGULATORY AND PERMITTING

GEOTECHNICAL AND TESTING

EROSION CONTROL AND POLLUTION ABATEMENT

RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR ORIGINAL CONDITION.

MULCHED. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF GRADING SHALL BE

GRADED AREAS NOT SCHEDULED FOR SODDING OR PAVING SHALL BE SEEDED AND

TREATMENT IS PRESCRIBED IN THE PLANS OR CONTRACT DOCUMENTS. ALL OTHER

EC-6. ALL DISTURBED PERVIOUS AREAS SHALL BE SODDED, UNLESS OTHER SURFACE

EC-5. IF NOT SPECIFIED ELSEWHERE; SEEDING, MULCHING, AND SODDING SHALL BE IN

ACCORDANCE WITH FDOT's STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, (latest edition).

EC-2. THE CONTRACTOR SHALL EMPLOY SUCH EROSION CONTROL METHODS AS

THE REMOVAL OF THE BARRIERS.

BEEN ESTABLISHED. THEREAFTER, THE CONTRACTOR WILL BE RESPONSIBLE FOR

CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION HAS

AND TURBIDITY BARRIERS MUST REMAIN IN PLACE AT ALL LOCATIONS UNTIL

EC-4. SILT SCREENS AND TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS

WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE

RECEIVING WATERBODY EXISTS DUE TO THE PROPOSED WORK. SILT SCREENS

EC-8.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010 edition).

ACCORDANCE WITH FDOT's ROADWAY AND TRAFFIC DESIGN STANDARDS AND

INSTALLATION OF SILT FENCES AND TURBIDITY BARRIERS SHALL BE IN EC-3.

RP-4.

RP-3.

RP-2.

RP-1.

RECOMMENDATIONS REGARDING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

FOR THE CONTRACTOR'S INDEPENDENT REVIEW. THIS REPORT CONTAINS SPECIFIC

A GEOTECHNICAL ENGINEERING REPORT HAS BEEN PREPARED AND IS AVAILABLEGT-1.

DEBARY, FLORIDA 32713

16 COLOMBA ROAD

SHALL HAVE THE INDICATED MEANING:

DEFINITION:

THE CONTRACTOR SHALL PROVIDE A MINIMUM OF FIVE (5) FEET OF SOD AROUND ALL

DITCH BOTTOM INLETS, MANHOLES AND ENDWALLS, IN AREAS NOT SCHEDULED

FOR PAVEMENT OR CONCRETE.

A GEOTECHNICAL ENGINEER SHALL BE RETAINED BY THE CONTRACTOR FOR THE

PURPOSE OF DETERMINING THE SUITABILITY OF MATERIAL ACQUIRED FROM EXCAVATIONS

OR BORROW OPERATIONS; TO DETERMINE FILL SUITABILITY AND CONTROL

FOR EMBANKMENT OPERATIONS, OR THE STOCKPILING OF SURPLUS SOIL. THE

CONTRACTOR WILL COOPERATE WITH THE GEOTECHNICAL ENGINEER AS REQUIRED

TO DO THE WORK.

OR MISCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT

PLANTED GRASSES AND VEGETATION UNTIL THE WORK HAS BEEN ACCEPTED BY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL NEWLY

ANY TIME DUE TO DEFECTIVE WORK OR MATERIALS.

THE OWNER.

EC-7.

THE OWNER'S CONSULTANT FOR SCHEDULING ALL TESTING PRIOR TO

CONSTRUCTION WORK. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE FOR

THE CONTRACTOR SHALL ENSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED

FOR THE PLACEMENT OF ALL STRUCTURES, OR COMPACTED EARTH. VERIFICATION

TESTING IS AT THE OWNER'S OPTION. THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTOR SHALL CONFORM AND ADHERE TO THE POLICIES ESTABLISHED

BY THE CITY OF DEBARY PUBLIC WORKS DEPARTMENT FOR THE PRESERVATION

OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL DAMAGE AND INJURY TO PROPERTY OF ANY CHARACTER, DURING THE

PROSECUTION OF THE WORK, RESULTING FROM ANY ACT, OMISSION, NEGLIGENCE,

TESTING WORK IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL ADHERE

GT-3.

GT-2.

SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION.

CRITERIA AND SCHEDULES, AND FOR SIGNING FOR SAID INSPECTIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND

MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AND

LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT.

EC-1.

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.

IMPROVEMENTS PRIOR TO ACCEPTANCE BY THE OWNER.

WITHIN SAID PERMITS REGARDING THE WORK AND MAINTENANCE OF

ADHERE TO ALL APPLICABLE REQUIREMENTS OR SPECIAL CONDITIONS STATED

BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL SATISFY AND

THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE IN HAND

WHEN USED IN THESE GENERAL NOTES, THE WORD "OWNER"

GT-4.

TO THE "ASSESSMENT AND RECOMMENDATIONS" CONTAINED WITHIN THE

PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO

THE REFERENCE POINT TIES SHOWN ON THE PLAN AND PROFILE SHEETS, AND/OR

SUBMIT A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK AND REFERENCE

POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT WITH THEIR

LOCATION, DESCRIPTION AND ELEVATION BASED ON THE APPLICABLE PROJECT DATUM.

ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL LAND

SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

THE OWNER A SET OF FIELD NOTES VERIFYING THE BENCHMARK ELEVATIONS AND

GS-1.

BEFORE ESTABLISHING ANY LAYOUT CONTROL.

GS-7.

TO THE PROJECT BASELINE, UNLESS NOTED OTHERWISE.

UTILITIES

UL-4.

UL-3.

UL-2.

UL-1.

CONTRACTOR OF HIS RESPONSIBILITY TO PROTECT SUCH EXISTING FEATURES FROM

THE CONTRACTOR SHALL LOCATE AND VERIFY THE DEPTHS AND LOCATIONS

ANY STRUCTURES.

OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF WORK, PRIOR TO ORDERING

ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD

DAMAGE OR UNSCHEDULED INTERRUPTION OF SERVICES. SHOULD A DISCREPANCY

TO THE CONTRACT.

RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL

RELOCATION, DISRUPTION OF SERVICE, OR CLARIFICATION OF UTILITY ACTIVITY.

UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY

HALT CONSTRUCTION AND NOTIFY THE OWNER IMMEDIATELY.

COOPERATE WITH THE UTILITY COMPANY DURING RELOCATION OPERATIONS.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING A UTILITY, WHETHER

ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL

UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE

UNDERGROUND OR OVERHEAD, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED.

EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR NOTIFYING THE VARIOUS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL

APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL

CONTRACTOR. THE OWNER AND HIS REPRESENTATIVE DO NOT GUARANTEE

THE ACCURACY OR THE COMPLETENESS OF THE LOCATION INFORMATION PROVIDED.

ANY INACCURACY OR OMISSION IN SUCH INFORMATION SHALL NOT RELIEVE THE

AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE

FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST

THE LOCATION OF ALL EXISTING UTILITY SERVICES, FACILITIES, AND STRUCTURAL

SPECIFIED BY THE FDOT's ROADWAY AND TRAFFIC DESIGN STANDARDS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010 edition).

ALL REINFORCED CONCRETE PIPE SHALL BE OF THE CLASS AND BEDDING

SPECIFIED BY FDOT's STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, (latest edition).

SW-3.

THESE CONDITIONS BY THE BIDDER.

SW-6.

SW-7.

MN-11.

THE CONTRACTOR SHALL CLEARLY MARK THOSE TREES SCHEDULED FOR REMOVAL,

PROTECTION, AND REPLACEMENT.

SAW-CUT BEFORE REMOVAL OF MATERIAL. THE CONTRACTOR SHALL DIRECT HIS WORK

TO PROTECT THE REMAINING PAVEMENT EDGES FROM BREAKING, CRACKING, OR

RAVELING TO PROVIDE AN ACCEPTABLE EDGE TO RECEIVE THE CONCRETE REPAIR.

SEE OPEN-CUT DETAILS IN THE PLANS.

MN-13.

AS DESIGNATED BY THE ENGINEER.

THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR THE ENGINEER

THE CONTRACTOR SHALL PROTECT ALL EXISTING TRAFFIC AND STREET SIGNS.MT-3.

WHEN TEMPORARY REMOVAL, RELOCATION, OR REPLACEMENT OF SUCH SIGNAGE

IS REQUIRED DUE TO THE NATURE OF HIS WORK.

MN-10.

CONDITIONS.

ALL LANDSCAPING, PLANTS AND MULCH SHALL BE RESTORED TO PRE-CONSTRUCTIONMN-14.

ADVISED TO OBTAIN A SIGNED AND SEALED COPY OF THE TOPOGRAPHIC SURVEY

GEOTECHNICAL REPORT.

PHONE: 386-668-2040

FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE. MEASUREMENT OF

PIPE LENGTHS AND SLOPES DEPICTED ON THE PLAN AND PROFILE SHEETS ARE MEASURED

COVERED WITH AN ASPHALTIC MASTIC COATING, AND WRAPPED WITH A

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (latest edition).

PIPE BID ITEM OR FOR MODIFICATION OF PRECAST STRUCTURES.

NOT BE CONSIDERED AS A BASIS FOR ADDITIONAL COMPENSATION FOR THE PERTINENT

FILTER FABRIC MATERIAL PER SECTION 430-7.3.1.7 OF FDOT's STANDARD

ALL INLET/MANHOLE - PIPE JOINTS SHALL BE FILLED WITH NON-SHRINK GROUT,

CHANGES OF PIPE INVERTS NOT EXCEEDING PLUS OR MINUS ONE (1) FOOT WILL

SW-8.

SW-9.

SW-10.

PRIOR TO EXCAVATING IN THE VICINITY OF A GAS PIPELINE, THE CONTRACTOR

OF FLORIDA STATUTES, PROTECTION OF UNDERGROUND PIPELINES,

SHALL NOTIFY THE GAS UTILITY OWNER IN ACCORDANCE WITH THE REQUIREMENTS

F.S. 553.851, CH. 77-143.

UL-5. THE CONTRACTOR SHALL NOTIFY UTILITIES 72 HRS. PRIOR TO EXCAVATION, IN

SAFETY ACT, F.S. 556.101-111. THE CONTRACTOR SHALL USE THE SERVICES OF A ONE

ACCORDANCE WITH THE FLORIDA UNDERGROUND FACILITIES DAMAGE PREVENTION

NUMBER IDENTIFICATION SYSTEM (O.N.I.S.) AND CALL FOR A UTILITY LOCATOR A

MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK.

SUNSHINE 811

11 PLANTATION ROAD

DEBARY, FL 32713

1-800-432-4770

WWW.SUNSHINE811.COM

VIDEO INSPECTIONS

VI-1.

OF CONSTRUCTION TO THE OWNER BEFORE CONSTRUCTION COMMENCEMENT.

THE CONTRACTOR SHALL SUBMIT A VIDEO OF THE PROJECT AREAS WITHIN THE LIMITS

OWNER AND/OR ENGINEER OF RECORD PRIOR TO FINAL PAVING OR SURFACE RESTORATION.

ALL DRAINAGE STRUCTURES AND PIPES SHALL BE INSPECTED AND ACCEPTED BY THEVI-2.

PRIOR TO INSTALLATION OF PAVEMENT RESTORATION AND SOD, THE CONTRACTOR SHALL

COORDINATE WITH THE DEBARY PUBLIC WORKS DEPARTMENT FOR CCTV INSPECTION OF

STORMWATER SYSTEM. CITY STAFF WILL PERFORM AND DOCUMENT THE CCTV

INSPECTION FOR REVIEW AND APPROVAL BY THE ENGINEER. THE ENGINEER'S APPROVAL

OF THE CCTV INSPECTION IS A REQUIREMENT FOR FINAL ACCEPTANCE OF THE PROJECT.

CITY OF DEBARY

DRAINAGE PIPE FOR PAYMENT SHALL BE DETERMINED FROM ACTUAL LENGTHS INSTALLED.

MISCELLANEOUS NOTES (CONTINUED)

UTILITY SEPARATION REQUIREMENTS

"REVISED" VOLUSIA COUNTY RIGHT-OF-WAY USE PERMIT (IF APPLICABLE)

1. CALL VOLUSIA COUNTY ENGINEERING OFFICE (386-736-5926) ONE BUSINESS DAY PRIOR TO BEGINNING ALL PERMITTED WORK AND INSPECTIONS NEEDED, ANY

CHANGES FROM APPROVED PLANS AND WHEN COMPLETED.

2. ALL ROAD/LANE CLOSURES/SIDEWALK CLOSURES (AND FLAGGING OPERATIONS) "ARE SEPARATE FROM THE PERMIT" AND REQUIRE MOT PLAN REVIEW AND APPROVAL WITH 7 DAY ADVANCE NOTICE FROM VOLUSIA COUNTY TRAFFIC OPERATIONS (386-239-6535) PRIOR TO ANY CLOSURES. MOT IS REQUIRED ON ALL JOBS.

3. ALL TRAFFIC AND PEDESTRIAN SIGNALS (AND SURROUNDING AREAS), "ARE NOT" A MEMBER OF SUNSHINE 811. LOCATES MUST BE REQUESTED/LOCATED FROM

VOLUSIA COUNTY TRAFFIC ENGINEERING (386-736-5968).

4. THE VOLUSIA COUNTY-STAMPED "APPROVED" PERMIT PLANS MUST BE ONSITE AT ALL TIMES.

5. NO DRIVING/STAGING OF ANY VEHICLE IS ALLOWED ON ANY SIDEWALKS. ANY DAMAGE TO SIDEWALKS WILL BE REPAIRED/REPLACED WITH 6-INCH CONCRETE BY

THE CONTRACTOR, PER ADA STANDARDS.

6. NO TRENCH/EXCAVATIONS SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT WITHIN THE RIGHT OF WAY.

7. SOD ALL DISTURBED AREAS.

8. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR PRE/POST CONSTRUCTION VIDEO/PHOTOS OF THE EXISTING SITE, ADJACENT LOTS AND RIGHT OF WAYS TO INCLUDE BUILDINGS, ROADWAYS, DRIVEWAYS, SIDEWALKS, DITCH SWALES, CULVERTS AND ABOVE GROUND UTILITIES.

9. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR ALL PRE, DURING AND POST SURVEYS FOR ACCURACY OF ALL DESIGN/FIELD WORK WITHIN THE RIGHT OF WAY.

UTILITIES ENCOUNTERED:UL-6.

GONZALO GUILLEN

ELECTRIC

DUKE ENERGY

407-464-1281

407-280-3465 (CELL)

PHYLLIS WALLACE

WATER

DELTONA WATER

2345 PROVIDENCE BOULEVARD

DELTONA, FL 32725

Gonzalo.Guillen@duke-energy.com

386-878-8965

DAVE JOHNSON

GAS

FLORIDA PUBLIC UTILITIES

pwallace@deltonafl.gov

WADE MATTHEWS

CATV

COMCAST COMMUNICATIONS

8130 COUNTY ROAD 44, LEG A

ALAN REYNOLDS

TELEPHONE

AT&T DISTRIBUTION

ORLANDO, FL 32819

407-351-8180

5100 STEYR STREET

ar2916@att.com

LEESBURG, FLORIDA 34788

352-516-3824 thomas_mathews@comcast.com

450 SOUTH HIGHWAY 17/92

DEBARY, FL 32713

386-668-9364 djohnson@chpk.com

KIRBY SPENCER

TELEPHONE

AT&T SOUTHEAST CONSTRUCTION & ENGINEERING

DAYTONA BEACH, FL 32114

386-366-4588

268 NORTH RIDGEWOOD AVENUE, ROOM 230

ks2488@att.com

SPECIFICATIONS AND SPECIAL BID ITEMS (SBIs) THAT WERE PREPARED SPECIFICALLY

FOR THE PROJECT.

JOSEPH TORRES-ROSARIO

ELECTRIC

DUKE ENERGY

407-359-4896

407-230-0831 (CELL)

Joseph.Torres-Rosario@duke-energy.com

SCOTT OSEBOLD

CATV

COMCAST COMMUNICATIONS

scott_osebold@comcast.com

FRED BLAND

GAS

FLORIDA PUBLIC UTILITIES

fred_bland@chpk.com

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

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

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

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MARGARITA AND SUNRISE

IN ADDITION TO THE REQUIREMENTS OF NOTE GS-1 (ON THIS SHEET), A

PROFESSIONAL LAND SURVEYOR SHALL STAKE THE LOCATION OF ALL

PROPOSED STRUCTURES FOR THE OWNER'S REVIEW AND ACCEPTANCE

BEFORE COMMENCING CONSTRUCTION.

ADDITIONAL SURVEY REQUIREMENTS

GREGORY A. TEAGUE, P.E.

REGISTRATION No. 47663

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

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

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

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0' 20'

1" = 20'

SSMC PROJECT NO. 63450001

FIELD DATES: JUNE 26, 2019

REVISIONS: ADDED DRAINAGE FORCE MAIN

OCTOBER 18, 2019

AutoCAD SHX Text

FLAT GRATE INLET TOP=35.75 N INV=31.42 E INV=31.35

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15" RCP

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RCP

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FLAT GRATE INLET TOP=35.74 S INV=31.62

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15" AT INVERT

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18" AT INVERT

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15" RCP

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18" RCP

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FLAT GRATE INLET TOP=51.74 S INV=46.70 E INV=46.74

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FLAT GRATE INLET TOP=51.54 W INV=46.83

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SITE BENCHMARK

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SET NAIL & DISK

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"SSMC TRAV. PT."

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ELEV.=38.85'

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SITE BENCHMARK

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SET NAIL & DISK

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"SSMC TRAV. PT."

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ELEV.=47.44'

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15" RCP

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15" RCP

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36" RCP

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36" RCP

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36" ABS

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18" RCP

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18" RCP

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15" RCP

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24" RCP

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24" RCP

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24" RCP

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24" ABS

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24" ABS

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18" ABS

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18" ABS

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15" RCP

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15" RCP

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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DITCH

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SIGN

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FLAT GRATE INLET TOP=38.08 W INV=30.95 E INV=30.74

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FLAT GRATE INLET TOP=39.71 E INV=34.34 N INV=34.38

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FLAT GRATE INLET TOP=29.90 N INV=24.70 S INV=23.58

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FLAT GRATE INLET TOP=38.55 W INV=30.63 S INV=30.51 N INV=30.62

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FLAT GRATE INLET TOP=46.11 S INV=41.68 N INV=41.96 E INV=42.16

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FLAT GRATE INLET TOP=45.58 W INV=42.35

AutoCAD SHX Text FLAT GRATE INLET TOP=39.93 W INV=33.33 S INV=31.03 E INV=33.45 N INV=36.45 (18" DIP)

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FLAT GRATE INLET TOP=39.80 W INV=33.78 E INV=34.27 S INV=34.50

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FLAT GRATE INLET TOP=37.20 N INV=34.95

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FLAT GRATE INLET TOP=38.58 W INV=34.61 S INV=34.95

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FLAT GRATE INLET TOP=37.66 N INV=34.70

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EDGE OF PAVEMENT

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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36" RCP

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GRASS

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FLUME

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FLUME

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GRASS

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GRASS

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MASONRY WALL

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MASONRY WALL

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LOT 12, BLOCK 8 PLANTATION ESTATES PLAT BOOK 23, PAGE 90

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LOT 1, BLOCK 8 PLANTATION ESTATES PLAT BOOK 23, PAGE 90

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LOT 1, BLOCK 17 PLANTATION ESTATES PLAT BOOK 23, PAGE 90

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LOT 44, BLOCK 17 PLANTATION ESTATES PLAT BOOK 23, PAGE 90

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LOT 41, BLOCK 16 PLANTATION ESTATES PLAT BOOK 23, PAGE 90

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LOT 2, BLOCK 17 PLANTATION ESTATES PLAT BOOK 23, PAGE 90

AutoCAD SHX Text NOT PLATTED PARCEL IDENTIFICATION NUMBER 9003-00-00-0150 RECORDS BOOK 4267, PAGE 3121

AutoCAD SHX Text NOT PLATTED PARCEL IDENTIFICATION NUMBER 9003-00-00-0160 RECORDS BOOK 4986, PAGE 4386

AutoCAD SHX Text NOT PLATTED PARCEL IDENTIFICATION NUMBER 9003-00-00-0300 RECORDS BOOK 4525, PAGE 2081

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LOT 3, BLOCK 1 PLANTATION ESTATES PLAT BOOK 23, PAGE 166

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SUNRISE BOULEVARD

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50.00' RIGHT OF WAY

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PER PLAT BOOK 23, PAGE 90

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MARGARITA ROAD

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50.00' RIGHT OF WAY

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PER PLAT BOOK 23, PAGE 90

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SALVATOR ROAD

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50.00' RIGHT OF WAY (UNIMPROVED)

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PER PLAT BOOK 23, PAGE 90

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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APPARENT RIGHT OF WAY

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CENTER LINE

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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GRASS

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GRASS

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GRASS

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ASPHALT DRIVE

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6" PVC

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PLANTER

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CONCRETE PLANTER CURBING

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CONCRETE PLANTER CURBING

AutoCAD SHX Text NOT PLATTED PARCEL IDENTIFICATION NUMBER 9003-00-00-0130 RECORDS BOOK 7144, PAGE 2594

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BCL

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BCL

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36" ABS AT INVERT

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BTL

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BTL

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BTL

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BTL

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FOUND IRON ROD UNREADABLE

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FOUND CONCRETE MONUMENT, NO ID

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FOUND CONCRETE MONUMENT, NO ID

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FOUND CONCRETE MONUMENT, NO ID

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FOUND CONCRETE MONUMENT, NO ID

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FOUND 1/2" IRON ROD, NO ID

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FOUND IRON ROD UNREADABLE

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FOUND IRON PIPE, NO ID

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INV=33.72

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INV=34.90

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GARDEN AREA

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WING WALL

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WING WALL

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MARKED BY OTHERS

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ASPHALT PAVEMENT

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CENTER LINE

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CENTER LINE

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CENTER LINE

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CENTER LINE

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CENTER LINE

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= UNKNOWN UTILITY LINE

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= REINFORCED CONCRETE PIPE

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RCP

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= POLYVINYL CHLORIDE PIPE

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PVC

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ABS

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-UNK-

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= BURIED TELEPHONE LINE

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-BTL-

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-OHL-

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= GAS LINE

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= OVERHEAD UTILITY LINE

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= BURIED CABLE LINE

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-BCL-

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= LICENSED BUSINESS

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LB

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= PROFESSIONAL SURVEYOR AND MAPPER

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PSM

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INV

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= INVERT

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= SOUTHEASTERN SURVEYING

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SSMC

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& MAPPING CORPORATION

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= POINT IDENTIFICATION

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PID

AutoCAD SHX Text NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without express written consent of the surveyor.

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CA

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= CAMPHOR

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= UNKNOWN

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UNK

AutoCAD SHX Text DESCRIPTION: A portion of Section 03, Township 19 South, Range 30 East, lying in Volusia County, Florida.

AutoCAD SHX Text SURVEYOR'S REPORT: 1. Utility locations shown hereon are based on field locations of markings by Southeastern Surveying & Mapping Corp. Field markings are based on signals Utility locations shown hereon are based on field locations of markings by Southeastern Surveying & Mapping Corp. Field markings are based on signals received from Ground Penetrating Radar (GPR) and electronic equipment. Locations are approximate and Test Holes should be performed for verification. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and Mappers in Chapter 5J-17 requirements of Florida Administration Code. The map and measurement methods used for this survey meet or exceed this requirement. The dimensions shown hereon are in United States survey feet and decimals thereof. 4. This survey does not determine ownership of the lands shown hereon. This survey does not determine ownership of the lands shown hereon. 5. Underground foundations have not been located. Underground foundations have not been located. 6. Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. 7. Features shown by symbol as indicated in the legend are not to scale. Features shown by symbol as indicated in the legend are not to scale. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Vertical information shown hereon refers to a National Geodetic Survey (NGS) point with designation "GIS 0131 KAREN MCKEE", PID number AK7129 and has Vertical information shown hereon refers to a National Geodetic Survey (NGS) point with designation "GIS 0131 KAREN MCKEE", PID number AK7129 and has a published elevation of 79.26 feet North American Vertical Datum of 1988 (NAVD88). 10. Horizontal features shown on the map refer to a National Geodetic Survey point with designation "GIS 0131 KAREN MCKEE", PID number AK7129 and is Horizontal features shown on the map refer to a National Geodetic Survey point with designation "GIS 0131 KAREN MCKEE", PID number AK7129 and is relative to North American Datum of 1983 (NAD83), 2011 adjustment, State Plane Coordinate System, Florida East Zone. Distances shown are GRID distances. 11. Improvements and Topographic features shown hereon are limited to areas per specific instructions of the client. Improvements and Topographic features shown hereon are limited to areas per specific instructions of the client. 12. Wetland areas, if existing were not addressed as a part of this survey.

AutoCAD SHX Text -X-

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= CHAINLINK FENCE

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= BUSH

AutoCAD SHX Text T

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= BURIED TELEPHONE PEDESTAL

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= CONCRETE MONUMENT

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= FLAT GRATE INLET

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= DOWN GUY

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= HAND HOLE

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= IRON ROD

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= MAILBOX

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MW

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= MONITORING WELL

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= PALM

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= UTILITY POLE

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= POST/BOLLARD

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= PUMP

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SB

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= SOIL BORING

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= NON-TRAFFIC SIGN

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= TRAFFIC SIGN

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= TREE

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UM

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= UTILITY MARKER

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%%ULEGEND & ABBREVIATIONS:

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SIZE SHOWN IS TRUNK DIAMETER IN INCHES MEASURED AT CHEST HEIGHT

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= OAK

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= TREE/HEDGE LINE

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= NAIL W/DISC

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= ACRYLONITRILE BUTADIENE

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STYRENE PIPE

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

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

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

DYC-22048

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BASELINES AND GEOMETRY

(PLANTATION ESTATES)

214 MARGARITA ROAD

LOT 1

(PLANTATION ESTATES)

150 SUNRISE BOULEVARD

LOT 12

(PLANTATION ESTATES)

148 SUNRISE BOULEVARD

LOT 11

(PLANTATION ESTATES)

220 MARGARITA ROAD

LOTS 40 & 41

(PLANTATION ESTATES)

225 MARGARITA ROAD

LOTS 3 & 4

(PLANTATION ESTATES)

221 MARGARITA ROAD

LOTS 1 & 2

(PLANTATION ESTATES)

VACANT

LOTS 43 & 44

(PLANTATION ESTATES)

201 SUNRISE BOULEVARD

LOT 3

219 MARGARITA ROAD

NOT PLATTED

ENTRANCE TO DEBARY HALL

NOT PLATTED

200 SUNRISE BOULEVARD

NOT PLATTED

215 MARGARITA ROAD

NOT PLATTED

BASELINE "A"

BASELINE "B"

E 560152.41 N 1650179.68

BEGIN BASELINE

E 560691.28 N 1650443.52

END BASELINE

E 560352.02 N 1650082.20

E 560311.30 N 1650478.44

BEGIN BASELINE

SUNRISE BOULEVARD

SUNRISE BOULEVARD

M A

R G

A R

IT

A

R O

A D

M A

R G

A R

IT

A

R O

A D

25'

25'

25'

25'

25' 25'

25' 25'

S A

L V

A T

O R

R O

A D

CONTROL POINT

CONTROL POINT

E 560324.31 N 1650456.91

E 560357.97 N 1650261.167.5'

8.7'

END BASELINE

E 560350.37 N 1650276.60

BASELINE "B" STA. 202+5.59

BASELINE "A" STA. 12+20.00

STATION EQUATION

AutoCAD SHX Text

SITE BENCHMARK

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SET NAIL & DISK

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"SSMC TRAV. PT."

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ELEV.=38.85'

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SITE BENCHMARK

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SET NAIL & DISK

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"SSMC TRAV. PT."

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ELEV.=47.44'

AutoCAD SHX Text X

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FOUND IRON ROD UNREADABLE

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FOUND CONCRETE MONUMENT, NO ID

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FOUND CONCRETE MONUMENT, NO ID

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FOUND CONCRETE MONUMENT, NO ID

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FOUND CONCRETE MONUMENT, NO ID

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FOUND 1/2" IRON ROD, NO ID

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FOUND IRON ROD UNREADABLE

FOUND IRON PIPE, NO ID

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

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

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

DYC-22048

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0' 20'

1" = 20'

D R

A

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DRAINAGE PLAN

(PLANTATION ESTATES)

214 MARGARITA ROAD

LOT 1

(PLANTATION ESTATES)

150 SUNRISE BOULEVARD

LOT 12

(PLANTATION ESTATES)

148 SUNRISE BOULEVARD

LOT 11

(PLANTATION ESTATES)

220 MARGARITA ROAD

LOTS 40 & 41

(PLANTATION ESTATES)

225 MARGARITA ROAD

LOTS 3 & 4

(PLANTATION ESTATES)

221 MARGARITA ROAD

LOTS 1 & 2

(PLANTATION ESTATES)

VACANT

LOTS 43 & 44

219 MARGARITA ROAD

NOT PLATTED

ENTRANCE TO DEBARY HALL

NOT PLATTED

200 SUNRISE BOULEVARD

NOT PLATTED

215 MARGARITA ROAD

NOT PLATTED

BASELINE "A"

BASELINE "B"

SUNRISE BOULEVARD

M A

R G

A R

IT

A

R O

A D

EXISTING DRAINAGE

SYSTEM (SEE NOTE #1)

S A

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NOTES

1. MARGARITA ROAD AND SUNRISE BOULEVARD REHABILITATION PROECT

CONSTRUCTION PLANS PREPARED BY GAI CONSULTANTS, INC. DATED MARCH 2007

SJRWMD PERMIT 110270-1 ISSUED ON JULY 24, 2007

2. CITY OF DEBARY EAST SIDE EMERGENCY FLOOD MANAGEMENT SYSTEM

SJRWMD PERMIT 116347-2 ISSUED ON FEBRUARY 2, 2011

PD-01

PD-02

PD-03

PD-04 PD-10

PD-01

INV. EL. 41.80 (NE, SE)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650416.51, E 560347.48

STATION 200+67.68, OFFSET 23.75' R (BASELINE "B")

RIM EL. 45.80 (FIELD ADJUST)

PD-02

INV. EL. 40.00 (NW, SE)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650375.28, E 560355.46

STATION 201+9.67, OFFSET 23.75' R (BASELINE "B")

RIM EL. 44.00 (FIELD ADJUST)

PD-03

INV. EL. 39.90 (NW)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650354.91, E 560360.21

STATION 201+31.57, OFFSET 24.57' R (BASELINE "B")

RIM EL. 43.30 (FIELD ADJUST)

INV. EL. 38.90 (SE)

PD-04

INV. EL. 37.00 (NW, NE)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650311.59, E 560370.33

STATION 201+75.03, OFFSET 26.27' R (BASELINE "B")

RIM EL. 41.00 (FIELD ADJUST)

PD-05

INV. EL. 37.00 (N, S, E, W)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650321.38, E 560390.34

STATION 12+76.00, OFFSET 22.65' L (BASELINE "A")

RIM EL. 41.20 (FIELD ADJUST)

PD-06

INV. EL. 37.00 (SW)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650332.50, E 560413.03

STATION 13+1.27, OFFSET 22.65' L (BASELINE "A")

RIM EL. 41.50 (FIELD ADJUST)

PD-07

INV. EL. 37.50 (NE)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650339.58, E 560427.49

STATION 13+17.37, OFFSET 22.65' L (BASELINE "A")

RIM EL. 41.50 (FIELD ADJUST)

PD-08

INV. EL. 37.50 (N, S, E, W)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N 1650359.52, E 560468.22

STATION 13+62.72, OFFSET 22.65' L (BASELINE "A")

RIM EL. 41.50 (FIELD ADJUST)

PD-09

INV. EL. 37.50 (SW)

WITH H-20 RATED SOLID COVER

CONSTRUCT NYOPLAST DRAIN BASIN (<10')

N1650376.60, E 560503.10

STATION 14+1.56, OFFSET 22.65' L (BASELINE "A")

RIM EL. 42.00 (FIELD ADJUST)

PD-10

INV. EL. 33.50 (SW, NE)

RIM EL. 40.10 (FIELD ADJUST)

TYPE "P-8" WITH RING AND COVER

CONSTRUCT DRAINAGE MANHOLE (<10')

N1650310.37, E 560395.73

STATION 12+76.00, OFFSET 10.38' L (BASELINE "A")

FDOT INDEX NOS. 425-001, 425-010

INV. EL. 36.75 (NW)

PD-11

INV. EL. 33.70 (SW, NE)

RIM EL. 40.25 (FIELD ADJUST)

TYPE "P-8" WITH RING AND COVER

CONSTRUCT DRAINAGE MANHOLE (<10')

N 1650347.79, E 560473.96

STATION 13+62.72, OFFSET 9.59' L (BASELINE "A")

FDOT INDEX NOS. 425-001, 425-010

INV. EL. 37.25 (NW)

SUMMARY OF PROPOSED DRAINAGE STRUCTURES

PD-05

PD-06

PD-07

PD-08

PD-09

PD-11

PROPOSED DRAINAGE

EASEMENT (5' WIDE)

M A

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A

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CONSTRUCTION EASEMENT (5' WIDE)

PROPOSED TEMPORARY

EXISTING STORMWATER

FORCE MAIN (SEE NOTE #2)

24" RCP

15" RCP

24" RCP

BORING (TYPICAL)

GEOTECHNICAL

15" RCP

18" HDPE

SUNRISE BOULEVARD

PZ-5

PZ-4

AB-3

AB-1

PZ-3

AB-2

PZ-2

PZ-1

GEOTECHNICAL

PIEZOMETER (TYPICAL)

CPT-1

36" RCP

15" RCP

CPT-3

" R

CP6"

P

VC

24" HDPE

15" RCP

15" RCP

18" RCP

CPT-2

X

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

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

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

DYC-22048

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PLAN AND PROFILE - MARGARITA

0' 10'

1" = 10'

PLAN

SCALE AS NOTED

200+20 200+40 200+60 200+80 201+00 201+20 201+40 201+60 201+80 202+00 202+20 202+40 202+60 202+80 203+00

PROFILE

1" = 10' (HORIZONTAL), 1" = 2' (VERTICAL)ALL ELEVATIONS IN FT, NAVD

219 MARGARITA ROAD

NOT PLATTED

215 MARGARITA ROAD

NOT PLATTED

(PLANTATION ESTATES)

214 MARGARITA ROAD

LOT 1

(PLANTATION ESTATES)

150 SUNRISE BOULEVARD

LOT 12

(PLANTATION ESTATES)

221 MARGARITA ROAD

LOTS 1 & 2

(PLANTATION ESTATES)

225 MARGARITA ROAD

LOTS 3 & 4

(PLANTATION ESTATES)

220 MARGARITA ROAD

LOTS 40 & 41

BASELINE "A"

PD-01

PD-02 PD-04

PD-01

PD-02

PD-04

BASELINE "B"

PD-03

PD-03

UTILITY

COORD.UTILITY

COORD.

INV EL. 42.35

EXISTING DITCH BOTTOM INLET

TOP OF GRATE EL. 45.58

PROPOSED DRAINAGE

EASEMENT (5' WIDE)

PROPOSED DRIVEWAY

REMOVAL AND

REPLACEMENT (±38 SY)

108.9'

MARGARITA ROAD

18" RCP

" R

CP

24" RCP

24" RCP

36" RCP

INV EL. 33.45 (E)

INV EL. 31.03 (S)

INV EL. 33.33 (W)

TOP OF GRATE EL. 39.93

EXISTING DITCH BOTTOM INLET

24" HDPE

TOP OF GRATE EL. 45.48

EXISTING DITCH BOTTOM INLET

EXISTING 18" HDPE (STORMWATER FORCE MAIN)

UNDERDRAIN

TYPE III

INV EL. 42.35

EXISTING 15" RCP

INV EL. 41.80 (S, E)

INV EL. 40.00 (N,S)

INV EL. 38.90 (S, E)

INV EL. 39.90 (N)

INV EL. 37.00 (N, E)

EXISTING 24" RCP

TOP OF GRATE EL. 39.93

EXISTING DITCH BOTTOM INLET

PERFORATED

UNDERDRAIN

TYPE III

EXISTING 36" RCP

INV EL. 33.45 (E)

INV EL. 31.03 (S) INV EL. 30.63 (W)

INV EL. 30.51 (S)

INV EL. 30.62 (N)

EXISTING 24" RCP

TOP OF GRATE EL. 38.55

EXISTING DITCH BOTTOM INLET

ALONG BASELINE

EXISTING GRADE

EXISTING 36" RCP

PZ-2

SOLID

SUNRISE BOULEVARD

x

CPT-1

PROPOSED 3 LF ~ 6" PIPE (CAPPED)

PROPOSED 4 LF ~ 6" PIPE (CAPPED)

(IF NECESSARY)

CRAPE MYRTLE TREE TO BE REMOVED

(IF NECESSARY)

PALM TREE TO BE REMOVED

THE CONTRACTOR SHALL TAKE THE

NECESSARY PRECAUTIONS TO

PROTECT THE EXISTING STORMWATER

FORCE MAIN FROM HEAVY WHEEL

LOADS AND POTENTIAL DAMAGE

* FOR ADDITIONAL INFORMATION

SEE THE MISCELLANEOUS DETAILS

PP

PROPOSED 42 LF ~ 6" PIPE @ 4.3%

PROPOSED 21 LF ~ 6" PIPE @ 0.5%

PROPOSED 45 LF ~ 6" PIPE @ 4.5%

INV EL. 36.45 (N)

INV EL. 36.45 (N)

STORMWATER FORCE MAIN

EXISTING 18" HDPE

DUKE ENERGY'S EXCAVATION GUIDELINES

SEE THE MISCELLANEOUS DETAILS FOR

REMOVAL AND REPLACEMENT (±40 SY)

PROPOSED SIDEWALK AND FLUME

PROPOSED SIDEWALK AND FLUME

REMOVAL AND REPLACEMENT (±30 SY)

PERFORATED

CPT-3

GW EL. ±43.5

GEOTECH BORING PZ-1

SHW EL. ±45.5

GEOTECH BORING PZ-1

GW EL. ±40.0

GEOTECH BORING PZ-2

GEOTECH BORING PZ-2

SHW EL. ±41.9

GEOTECH BORING PZ-5

x

SHW EL. ±30.1

GEOTECH BORING PZ-5

GW EL. "GNE"

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE WALK

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CONCRETE WALK

AutoCAD SHX Text

DITCH

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FLUME

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FLUME

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MASONRY WALL

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MASONRY WALL

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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PLANTER

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CONCRETE PLANTER CURBING

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BTL

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BTL

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BTL

BTL

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

State of Florida Board of Professional Engineers

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

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.:

Fax: 407-358-5155

Certificate of Authorization No. 27770

Office: 407-992-9160

DYC-22048

GAT

DWH

OCTOBER 2019

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PLAN AND PROFILE - SUNRISE

0' 10'

1" = 10'

12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80

PROFILE

1" = 10' (HORIZONTAL), 1" = 2' (VERTICAL)ALL ELEVATIONS IN FT, NAVD

PLAN

SCALE AS NOTED

219 MARGARITA ROAD

NOT PLATTED

ENTRANCE TO DEBARY HALL

NOT PLATTED

(PLANTATION ESTATES)

221 MARGARITA ROAD

LOTS 1 & 2

(PLANTATION ESTATES)

VACANT

LOT…