CONSTRUCTION_DRAWINGS_-_BID_03-19_RCSP_WEST_PARKING_LOT_EXP.pdf

2nd ST

EAST HIGHBANKS RD

1st ST

DOGWOOD TR

WEST HIGHBANKS RD

N. PINE MEADOW DR

ALICANTE RD

COLOMBA RD

ANGELES RD

PALMIRA RD

VALENCIA RD

PLANTATION RD

ANGELES RD

MA

DE

RA

R D

SH

EL

L R D

LAKE DR

SMYRNA DR

VOLUSIA DR

SEMINOLE DR

CATALINA DR

PALMETTO DR

MONROE AVE

SANFORD AVE

U.

S.

H

IG

HW

AY

-92

NA

RA

NJ

A

RD

NA

RA

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WEST HIGHBANKS RD

RA

IL

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AD

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LD

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MI

TH

B

LV

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TERRA ALTA

MOBILE HOME

SUBDIVISION

DEBARY GOLF AND

COUNTRY CLUB

DEBARY PLANTATION BLVD

1" = 800'

VICINITY MAP

ROADS AND PARCELS

SHEET DESCRIPTION

1 COVER SHEET

PROVIDED BY VOLUSIA COUNTY

B I D

N

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A N

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NOTES AERIAL LOCATION MAP - PHOTOGRAPHS OF EXISTING CONDITIONS

16 Colomba Road DeBary, Florida 32713 Phone: 386-668-2040 Fax: 386-668-4122

ROB SULLIVAN COMMUNITY PARKROB SULLIVAN COMMUNITY PARK

SHEET INDEX

DATE:

REG. NO.

ENGINEER:

301 West SR 434, Suite 309 Winter Springs, Florida 32708 Office (407) 992-9160

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

Fax. (407) 358-5155

CI

TY

OF DeBARY

FLORIDA

WEST PARKING LOTWEST PARKING LOT

2 GENERAL NOTES - WEST PARKING LOT IMPROVEMENTS

1. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, STANDARD

SPECIFICATIONS (LATEST EDITION) AND SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL

TECHNICAL PROVISIONS FOR THIS PROJECT; U.S. DEPARTMENT OF JUSTICE 2010 ADA STANDARDS

FOR ACCESSIBLE DESIGN.

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. INFORMATION SHOWN WITHIN THESE PLANS ARE REFERENCED TO THE NAVD88 VERTICAL DATUM.

DAVID W. HAMSTRA, P.E.

38652

PROJECT

LOCATION

BID NO. 03-19

TOPOGRAPHIC SURVEY - WEST PARKING LOT IMPROVEMENTS4

April 2019

SURVEY CONTROL - WEST PARKING LOT IMPROVEMENTS

PLAN (1 OF 2) - WEST PARKING LOT IMPROVEMENTS

IMPROVEMENTSIMPROVEMENTS

PLAN AND PROFILE - WEST PARKING LOT IMPROVEMENTS

FOR BIDDING PURPOSES ONLYFOR BIDDING PURPOSES ONLY

TYPICAL SECTIONS - WEST PARKING LOT IMPROVEMENTS

PLAN (2 OF 2) - WEST PARKING LOT IMPROVEMENTS

CROSS-SECTION - PARKING LOT - WEST PARKING LOT IMPROVEMENTS

CROSS-SECTION - PARKING LOT - WEST PARKING LOT IMPROVEMENTS

CROSS-SECTION - PARKING LOT - WEST PARKING LOT IMPROVEMENTS

CROSS-SECTION - ENTRANCE ROAD - WEST PARKING LOT IMPROVEMENTS

MISCELLANEOUS DETAILS - TIMBER FENCE DETAILS

DITCH BOTTOM INLETS - TYPES C, D, E AND H

DITCH BOTTOM INLETS - TYPES C, D, E AND H

SIGNING PLAN - WEST PARKING LOT IMPROVEMENTS

AutoCAD SHX Text

LAKE

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NO NAME

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SUSAN

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LAKE

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LAKE

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MOON

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HALF

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THE WOODS

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LAKE OF

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LINDA

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LAKE LAGO

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LAKE

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MIRROR

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OLIVIA

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LAKE

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ANNA

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LAKE

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MARIA

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MAUD

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LAKE

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MARIE

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LAKE

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HIBISCUS

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LAKE

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LAKE

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GEM

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LAKE

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EAGLE

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LAKE

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QUAIL

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LAKE

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TWIN

AutoCAD SHX Text

SOARING

AutoCAD SHX Text Mayor ~ Karen Chasez

AutoCAD SHX Text Vice Mayor ~ Erika Benfield, Seat #2

AutoCAD SHX Text City Manager ~ Ron McLemore

AutoCAD SHX Text Council Seat #1 ~ Stephen Bacon

AutoCAD SHX Text Council Seat #2 ~ Erika Benfield

AutoCAD SHX Text Council Seat #3 ~ Patricia Stephenson

AutoCAD SHX Text Section 29, Township 18S, Range 30E

AutoCAD SHX Text Latitude 28%%D 53m 28s

AutoCAD SHX Text Longitude 81%%D 20m 03s

AutoCAD SHX Text Director - Parks & Recreation ~ John Fletcher

AutoCAD SHX Text %%UProject Location Summary

AutoCAD SHX Text Parks Superindendent - Parks & Recreation ~ Tom VanDeHey

AutoCAD SHX Text Council Seat #4 ~ Phyllis Butlien

ACTUAL LENGTHS INSTALLED.

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

MEASUREMENT OF DRAINAGE PIPE FOR PAYMENT SHALL BE DETERMINED FROM

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.

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 ROADWAY AND TRAFFIC DESIGN STANDARDS (INDEX NO. 532).

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 ROADWAY AND TRAFFIC DESIGN STANDARDS (FDOT

ALL MANHOLES, INLETS, BASIN DRAINS AND JUNCTION BOX STRUCTURES SHALL HAVE

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

REQUIREMENTS, UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS. THE COST FOR

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.

SW-1.

SW-2.

SW-4.

SW-5.

INDEX NO. 280).

OBTAIN WRITTEN PERMISSION FROM THE PROPERTY OWNER TO THERE SO

OCCUPY 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.

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 WITHIN PROPOSED ROAD RIGHT-OF-WAYS SHALL BE

COMPACTED AS FOLLOWS:

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

ROADWAY SHOULDERS (OUTSIDE PAVEMENT) 95% MAX. DENSITY, AASHTO T-180.

ROADWAY AREAS (UNDER PAVEMENT) 98% MAX. DENSITY, AASHTO T-180.

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.

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 AS NECESSARY ORRP-6.

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

IS NECESSARY.

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 (latest 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:

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 WILL BE PROVIDED BY THE OWNER TO: MAKE

DETERMINATIONS ON THE SUITABILITY OF MATERIAL ACQUIRED FROM EXCAVATIONS

OR BORROW OPERATIONS; AND 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. SOIL TESTING

SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTOR SHALL CONFORM AND ADHERE TO THE POLICIES ESTABLISHED

BY THE CITY OF DEBARY AND/OR VOLUSIA COUNTY 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 VOLUSIA COUNTY 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.

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

UTILITIES ENCOUNTERED:UL-6.

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

ALL REINFORCED CONCRETE PIPE SHALL BE OF THE CLASS AND BEDDING

SPECIFIED BY FDOT's ROADWAY AND TRAFFIC DESIGN STANDARDS, (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.

SW-8.

(UNDER PART III OF CH. 62-610 F.A.C.)

REQUIRED VERTICAL SEPARATION BETWEEN UNDERGROUND WATER

MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE

REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER

WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE

THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN

STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES:

MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR

SEWER.

(PREFERABLY 10')

WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR

LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM

PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR

"WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT

STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND

ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS:

REQUIRED HORIZONTAL SEPARATION BETWEEN UNDERGROUND

AND THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR

FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE

RELOCATED

WM

NEW OR

OUTSIDE

OUTSIDE TO

CONDITION A:

GREATER.

3' MIN

- STORM SEWER

EXISTING OR PROPOSED

- STORMWATER FORCE MAIN

- RECLAIMED WATER MAIN

SEWAGE TREATMENT AND DISPOSAL SYSTEMS.

REQUIRED SEPARATION BETWEEN FIRE HYDRANT DRAINS AND

SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER

FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE

DRAIN

CONDITION A:

FIRE HYDRANT

AT THE UTILITY CROSSINGS, ONE (1) FULL LENGTH OF WATER MAIN

PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO

THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE

OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES

SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST

THREE (3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,

STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES

CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF

CHAPTER 62-610, F.A.C., AND AT LEAST SIX (6) FEET FROM ALL JOINTS

IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER

FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER (NOT

REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.)

REQUIRED SEPARATION BETWEEN WATER MAINS AND SANITARY

NO WATER MAIN SHALL PASS THROUGH, OR COME INTO

CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE.

WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO

PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A

STORM SEWER MANHOLE OR INLET STRUCTURE.

OR STORM SEWER MANHOLES:

CONDITION B:

OUTSIDE TO

OUTSIDE

3' MIN

(PREFERABLY 10')

OUTSIDE TO

OUTSIDE

6' MINCONDITION C:

CONDITION A:

CONDITION B:

3' MIN

CONDITION B:

6' MIN

FIRE HYDRANT

CONDITION C:

10' MIN

FIRE HYDRANT

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. CONTRACTOR SHALL PROVIDE FOR A CERTIFIED TESTING LABORATORY

1.

2.

3.

NOTE

4.

A.

B.

RELOCATED

WM

NEW OR

RELOCATED

WM

NEW OR

- VACUUM-TYPE SANITARY SEWER

EXISTING OR PROPOSED

(UNDER PART III OF CH. 62-610 F.A.C.)

- GRAVITY-OR PRESSURE-TYPE SANITARY SEWER

EXISTING OR PROPOSED

- WASTEWATER FORCE MAIN

- RECLAIMED WATER MAIN

TYPE SANITARY SEWER, WASTEWATER,

EXISTING OR PROPOSED PRESSURE

STORMWATER, OR RECLAIMED WATER

FORCE MAIN

RELOCATED

WM (ABOVE CONDITIONS)

NEW OR

RELOCATED

WM (ABOVE CONDITIONS)

NEW OR

GRAVITY OR VACUUM TYPE

EXISTING OR PROPOSED

SANITARY SEWER OR

STORM SEWER

RELOCATED

WM (ABOVE CONDITIONS)

NEW OR

RELOCATED

WM (ABOVE CONDITIONS)

NEW OR

(UNDER PART III OF CH. 62-610 F.A.C.)

- STORM SEWER

EXISTING OR PROPOSED

- WASTEWATER FORCE MAIN

- RECLAIMED WATER MAIN

- VACUUM-TYPE SANITARY SEWER

DRAIN

DRAIN

(UNDER PART III OF CH. 62-610 F.A.C.)

EXISTING OR PROPOSED

- WASTEWATER FORCE MAIN

- RECLAIMED WATER MAIN

- GRAVITY-OR PRESSURE-TYPE SANITARY SEWER

EXISTING OR PROPOSED

TREATMENT AND DISPOSAL SYSTEM

- AT LEAST 10' FROM ANY ON-SITE SEWAGE

Phone: 407-668-2040

FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.

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

COVERED WITH AN ASPHALTIC MASTIC COATING, AND WRAPPED WITH A

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 OF FDOT's STANDARD SPECIFICATIONS

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-9.

SW-10.

SW-11.

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 STATE ONE CALL

11 PLANTATION ROAD

DEBARY, FL 32713

1-800-432-4770

VI-1.

OF CONSTRUCTION TO THE OWNER BEFORE CONSTRUCTION COMMENCEMENT.

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

VI-2.

AT&T / TRANSMISSION

6000 METRO WEST BOULEVARD, SUITE 201

ORLANDO, FL 32835-7631

407-578-8000 (STEFAN ERIKSSON)

DUKE ENERGY

DELAND OPERATIONS CENTER

FLORIDA PUBLIC UTILITIES COMPANY

450 SOUTH U.S. HWY 17-92

DEBARY, FL 32713

386-668-9338, EXT. 4138 (DANIELLE BALLINGER)

LEVEL (3) COMMUNICATIONS, LLC

1025 ELDORADO BOULEVARD, 33A-518

BROOMFIELD, CO 80021

720-888-4988 (KELLI WHITEHEAD)

AT&T / DISTRIBUTION

450 NORTH GOLDENROD ROAD

ORLANDO, FL 32807

407-273-5084 (JIM FERRELL)

SUNESYS, LLC

1700 WATER PLACE, SUITE 100

ATLANTA, GA 30339

770-984-6832 (CLINT DECK)

VOLUSIA COUNTY WATER RESOURCES & UTILITIES

123 WEST INDIANA AVENUE

DELAND, FL 32720

376-943-7027, EXT. 12076 (SCOTT MAYS)

386-943-3907

386-547-6874 (JEFF HERRING)

CONCRETE SLABS FOR NYLOPLAST BASIN DRAINS SHALL BE INCLUDED IN THE COST FOR

THE BASIN DRAINS. CONCRETE SLAB DIMENSIONS SHALL BE ACCORDING TO PLANS.

TO CONDUCT SOIL DENSITY TESTING AND SUBMT A COPY OF ALL DENSITY TEST REPORTS TO THE

CITY OF DEBARY.

VI-2. THE CITY OF DEBARY WILL PROVIDE CCTV INSPECTION OF ALL STORMWATER STRUCTURES AND

PIPES. THE CONTRACTOR SHALL COORDINATE WITH THE CITY'S PROJECT REPRESENTATIVE TO

SCHEDULE CCTV INSPECTION PRIOR TO FINAL PAVING OR SURFACE RESTORATION.

CITY OF DeBARY PUBLIC WORKS

16 COLUMBO ROAD

DeBARY, FL 32713

386-668-2040 (ALAN WILLIAMSON)

DAVID W. HAMSTRA, P.E.

REGISTRATION No. 38652

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22044

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State of Florida Board of Professional Engineers

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

Fax. (407) 358-5155

Certificate of Authorization No. 27770

Office (407) 992-9160

Pegasus Engineering, LLC

AutoCAD SHX Text

%%UMISCELLANEOUS NOTES

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%%USTORM WATER (DRAINAGE)

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%%UEARTHWORK

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%%UGEOMETRY & SURVEY

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%%UMAINTENANCE OF TRAFFIC (MOT)

AutoCAD SHX Text %%uREGULATORY AND PERMITTING

AutoCAD SHX Text %%uGEOTECHNICAL AND TESTING

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%%UEROSION CONTROL AND POLLUTION ABATEMENT

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%%UDEFINITION:

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CITY OF DEBARY

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%%UUTILITIES

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12" MIN

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6" MIN (12" PREFERABLY)

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12" MIN

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12" MIN

AutoCAD SHX Text %%uFDEP NOTES

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%%UVIDEO INSPECTIONS

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%%UCOMMUNICATIONS / FIBER OPTIC

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%%UELECTRIC

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%%UGAS

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%%UCOMMUNICATIONS / FIBER OPTIC

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%%UTELEPHONE

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%%UCOMMUNICATIONS / FIBER OPTIC

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%%UWATER / SEWER / REUSE

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%%USTORMWATER FORCE MAIN

AutoCAD SHX Text

GENERAL NOTES

WEST PARKING LOT IMPROVEMENTS

DAVID W. HAMSTRA, P.E.

REGISTRATION No. 38652

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22044

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State of Florida Board of Professional Engineers

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

Fax. (407) 358-5155

Certificate of Authorization No. 27770

Office (407) 992-9160

Pegasus Engineering, LLC

PHOTOGRAPH #1 - EXISTING WEST PARKING LOT MAIN ENTRANCE

PHOTOGRAPH #2 - LOOKING NORTH TOWARDS EXISTING ROB SULLIVAN

PHOTOGRAPH #3 - LOOKING NORTH FROM SOUTH EDGE OF EXISTING

PHOTOGRAPH #4 - EXISTING SIDEWALK ACROSS PROPOSED WEST

PHOTOGRAPH #5 - VIEW LOOKING SOUTH TOWARDS EXISTING PARKING

FROM WEST HIGHBANKS ROAD.

PARKING LOT. NOTE PARK IRRIGATION MAIN AND VALVES.

PARKING LOT EXPANSION AREA (TO REMAIN).

LOT (EXISTING DRAINAGE INLET IN FOREGROUND).

0' 20'

1" = 20'

COMMUNITY PARK PARKING LOT FROM PARKING LOT EXPANSION AREA.

AutoCAD SHX Text O 18

AutoCAD SHX Text O 7

AutoCAD SHX Text O 3

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

AutoCAD SHX Text O 6

AutoCAD SHX Text O 4

AutoCAD SHX Text O 4

AutoCAD SHX Text O 4

AutoCAD SHX Text O 6

AutoCAD SHX Text O 5

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

AutoCAD SHX Text O 8

AutoCAD SHX Text O 4

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

AutoCAD SHX Text O 5

AutoCAD SHX Text

SITE BENCHMARK

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SET NAIL AND DISC

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"SSMC TRAV PT"

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ELEVATION=54.80

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SITE BENCHMARK

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SET NAIL AND DISC

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IN CONCRETE WALL

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"SSMC TRAV PT"

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ELEVATION=43.85

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INLET

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TOP=44.40

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NW INV=38.75

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NE INV=38.73

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INLET

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TOP=54.78

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SE INV=48.32

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SW INV=48.37

AutoCAD SHX Text N=1657123.1900

AutoCAD SHX Text E=548833.3100

AutoCAD SHX Text N=1657158.0600

AutoCAD SHX Text E=549078.6500

AutoCAD SHX Text

PROPOSED CDBG IMPROVEMENTS

AutoCAD SHX Text

AERIAL LOCATION MAP AND

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PHOTOGRAPHS OF EXISTING CONDITIONS

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HIGHBANKS ROAD

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EXISTING POND

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1.80 ACRES

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2.08 ACRES

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0.22 AC

0.49 AC.

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22044

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State of Florida Board of Professional Engineers

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

Fax. (407) 358-5155

Certificate of Authorization No. 27770

Office (407) 992-9160

Pegasus Engineering, LLC

AutoCAD SHX Text

APPARENT RIGHT OF WAY LINE

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WEST HIGHBANKS ROAD

AutoCAD SHX Text

60' RIGHT OF WAY

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(ASPHALT ROAD)

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PER ORB 1878, PG 1485

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SITE BENCHMARK SET NAIL AND DISC "SSMC TRAV PT" ELEVATION=54.80

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SITE BENCHMARK SET NAIL AND DISC IN CONCRETE WALL "SSMC TRAV PT" ELEVATION=43.85

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INLET TOP=44.40 NW INV=38.75 NE INV=38.73

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24" ABS

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18" ABS

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15" ABS

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INLET TOP=54.78 SE INV=48.32 SW INV=48.37

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NOT PLATTED PARCEL ID: 29-18-30-00-00-0060 ROB SULLIVAN PARK ORB 5323, PG 3448

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FOUND 1/2" "RLS3282"

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CONCRETE WALK

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CONCRETE WALK

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COVERED CONCRETE

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MULCH PLAYGROUND

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CRUSHED ASPHALT PARKING

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CRUSHED ASPHALT PARKING

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ASPHALT PAVEMENT PARKING

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ASPHALT PAVEMENT PARKING

AutoCAD SHX Text 4"x4" POST

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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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EDGE OF PAVEMENT

AutoCAD SHX Text 4"x4" POST

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GRASS

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POST & RAIL FENCE

AutoCAD SHX Text N=1657123.1900

AutoCAD SHX Text E=548833.3100

AutoCAD SHX Text N=1657158.0600

AutoCAD SHX Text E=549078.6500

AutoCAD SHX Text C:\Users\Michael\Documents\My Projects\PEG-017 Rob Sullivan West Park Parking Lot Expansion\Plans Production\SHEET-04 TOPOGRAPHIC SURVEY.dwg

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TOPOGRAPHIC SURVEY

AutoCAD SHX Text

= POLYVINYL CHLORIDE PIPE

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PVC

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= ACRYLONITRILE BUTADIENE STYRENE PIPE

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ABS

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= BURIED CABLE LINE

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-BCL-

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= POST & RAIL FENCE

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ORB

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= OFFICIAL RECORDS BOOK

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PG(S)

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= PAGE(S)

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= REGISTERED LAND SURVEYOR

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RLS

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INV

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= INVERT

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= TRAVERSE POINT

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TRAV.PT.

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= SOUTHEASTERN SURVEYING

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SSMC

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& MAPPING CORPORATION

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SIZE SHOWN IS TRUNK DIAMETER IN INCHES MEASURED AT CHEST HEIGHT

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= TREE

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.

AutoCAD SHX Text

%%ULEGEND & ABBREVIATIONS:

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= TREE

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= OAK

AutoCAD SHX Text O

AutoCAD SHX Text B

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= BAY

AutoCAD SHX Text DESCRIPTION: A portion of Section 29, Township 18 South, Range 30 East, lying in Volusia County, Florida.

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GRAPHIC SCALE

AutoCAD SHX Text 1" = 30'

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AutoCAD SHX Text 30'

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AutoCAD SHX Text SURVEYOR'S REPORT: 1. Utility locations if shown hereon are based on field location of markings by utility company representatives, surface features and construction plans Utility locations if shown hereon are based on field location of markings by utility company representatives, surface features and construction plans furnished to the surveyor. Additional sub-surface utilities may exist that have not been field located. 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. Horizontal features shown on the map refer to a National Geodetic Survey point with designation "ORANGE CITY RESET", PID number AK0077 and is relative Horizontal features shown on the map refer to a National Geodetic Survey point with designation "ORANGE CITY RESET", PID number AK0077 and is relative to North American Datum of 1983 (NAD83), 1990 adjustment, State Plane Coordinate System, Florida East Zone. Distances shown are GRID distances. 10. Vertical information shown hereon refers to a National Geodetic Survey (NGS) point with designation "ORANGE CITY RESET", PID number AK0077 and has a Vertical information shown hereon refers to a National Geodetic Survey (NGS) point with designation "ORANGE CITY RESET", PID number AK0077 and has a published elevation of 54.15 feet North American Vertical Datum of 1988 (NAVD88). 11. This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information affecting the parcel as shown. 12. Improvements & Topographic features shown hereon are limited to areas per specific instructions of the client. Improvements & Topographic features shown hereon are limited to areas per specific instructions of the client. 13. Right of Way information shown hereon was determined by found monumentation, recorded plats, and information obtained on the Volusia County Property Right of Way information shown hereon was determined by found monumentation, recorded plats, and information obtained on the Volusia County Property Appraisers web site.

AutoCAD SHX Text E

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= BURIED ELECTRIC PEDESTAL

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= FLAT GRATE INLET

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= IRON PIPE

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= IRON ROD

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IRR

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= IRRIGATION VALVE

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= LIGHT POLE

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= NAIL W/DISC

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= NON-TRAFFIC SIGN

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22044

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State of Florida Board of Professional Engineers

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

Fax. (407) 358-5155

Certificate of Authorization No. 27770

Office (407) 992-9160

Pegasus Engineering, LLC

0' 40

1" = 40'

AutoCAD SHX Text O 18

AutoCAD SHX Text O 7

AutoCAD SHX Text O 3

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AutoCAD SHX Text O 4

AutoCAD SHX Text O 6

AutoCAD SHX Text O 5

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

AutoCAD SHX Text O 8

AutoCAD SHX Text O 4

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AutoCAD SHX Text O 5

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

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SITE BENCHMARK

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SET NAIL AND DISC

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"SSMC TRAV PT"

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ELEVATION=54.80

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SITE BENCHMARK

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SET NAIL AND DISC

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IN CONCRETE WALL

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"SSMC TRAV PT"

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ELEVATION=43.85

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INLET

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TOP=44.40

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NW INV=38.75

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NE INV=38.73

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INLET

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TOP=54.78

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SE INV=48.32

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SW INV=48.37

AutoCAD SHX Text N=1657123.1900

AutoCAD SHX Text E=548833.3100

AutoCAD SHX Text N=1657158.0600

AutoCAD SHX Text E=549078.6500

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SURVEY CONTROL

AutoCAD SHX Text STA. 205+84.84 - END CONST. CL CONST. PARKING LOT IMPROVEMENTS N. 1657117.0722 E. 548854.3070

AutoCAD SHX Text STA. 200+80.00 CL CONST. PARKING LOT IMPROVEMENTS= STA. 300+83.71-P.T. CL CONST. PARKING LOT ENTRANCE N. 1656614.7282 E. 548836.8166

AutoCAD SHX Text 100+00

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STA. 300+00.00 CL CONST. PARKING LOT ENTRANCE N. 1656595.5136 E. 548772.0207

AutoCAD SHX Text STA. 300+23.21-P.C. CL CONST. PARKING LOT ENTRANCE N. 1656586.2319 E. 548793.2938

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R=32.27' L=60.50' DELTA=107°25'25"CH=52.02' CB=N56°47'08"E

AutoCAD SHX Text STA. 202+00.00-P.I. CL CONST. PARKING LOT IMPROVEMENTS N. 1656734.3015 E. 548844.0442

AutoCAD SHX Text STA. 203+89.11-P.I. CL CONST. PARKING LOT IMPROVEMENTS N. 1656922.9614 E. 548831.1284

AutoCAD SHX Text STA. 204+42.78-P.I. CL CONST. PARKING LOT IMPROVEMENTS N. 1656978.6019 E. 548833.1176

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STA. 200+00.00 CL CONST. PARKING LOT IMPROVEMENTS N. 1656535.0619 E. 548829.5174

AutoCAD SHX Text STA. 201+73.95-P.I. CL CONST. PARKING LOT IMPROVEMENTS N. 1656708.2896 E. 548845.3894

AutoCAD SHX Text STA. 202+85.80-P.I. CL CONST. PARKING LOT IMPROVEMENTS N. 1656819.9224 E. 548838.5924

AutoCAD SHX Text S 66°25'39.87"23.21'

AutoCAD SHX Text N 05°14'06.44"93.953'

AutoCAD SHX Text N 02°57'37.70"26.047'

AutoCAD SHX Text N 03°39'56.46"85.794'

AutoCAD SHX Text N 04°07'28.63"103.309'

AutoCAD SHX Text N 02°07'25.69"53.677'

AutoCAD SHX Text N 08°34'41.44"142.059'

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EXIST. 3" IRRIGATION MAIN (TO REMAIN)

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CL CONST. PARKING LOT ENTRANCE

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22044

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State of Florida Board of Professional Engineers

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

Fax. (407) 358-5155

Certificate of Authorization No. 27770

Office (407) 992-9160

Pegasus Engineering, LLC

RAP

R

6"

8"

CURB TYPE D

Edge Of Pavt.

Top Of Curb

Gutter

PLAN

PROFILE

STRAIGHT END

CURB TYPE D TRANSITION

3'

Trans.

3'

Trans.

TYPE "B" STABILIZED SUBBASE

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TYPICAL SECTIONS

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WEST PARKING LOT IMPROVEMENTS

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EXIST. GROUND

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2% SLOPE

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2% SLOPE

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PROFILE GRADE POINT

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AutoCAD SHX Text 6'

AutoCAD SHX Text 6'

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12' DRIVING LANE

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19' PARKING BAY

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19' PARKING BAY

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3" RECLAIMED ASPHALT PAVEMENT (RAP)

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TYPICAL SECTION

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%%UWEST PARKING LOT IMPROVEMENTS

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STA. 200+84.44 TO STA. 202+85.80

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ONE WAY NORTHBOUND

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VARIES (TO BE SODDED)

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CONC. WHEEL STOP

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CONC. WHEEL STOP

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6" CONC. SIDEWALK

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VARIES

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3' (TYP.)

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1' (TYP.)

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4:1 (TYP.)

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4:1 (TYP.)

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4:1 (TYP.)

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2' (TYP.)

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EXIST. GROUND

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2% SLOPE

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2% SLOPE

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PROFILE GRADE POINT

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AutoCAD SHX Text 6'

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12' DRIVING LANE

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19' PARKING BAY

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19' PARKING BAY

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3" RECLAIMED ASPHALT PAVEMENT (RAP)

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TYPICAL SECTION

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%%UWEST PARKING LOT IMPROVEMENTS

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STA. 202+85.80 TO STA. 204+80.00

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ONE WAY NORTHBOUND

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VARIES (TO BE SODDED)

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CONC. WHEEL STOP

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CONC. WHEEL STOP

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6" CONC. SIDEWALK

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VARIES

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3' (TYP.)

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1' (TYP.)

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4:1 (TYP.)

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4:1 (TYP.)

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4:1 (TYP.)

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2' (TYP.)

AutoCAD SHX Text EXIST. PARKING LOT (TO BE REMOVED, RAP MATERIAL TO BE SALVAGED AND REUSED AS MUCH AS POSSIBLE)

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LIMITS OF EXIST. PARKING LOT (TO REMAIN)

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LIMITS OF EXIST. PARKING LOT (TO REMAIN)

AutoCAD SHX Text SUBBASE: 12" TYPE "B" STABILIZED SUBBASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40

AutoCAD SHX Text SUBBASE: 12" SUBBASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40

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BACKFILL

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BACKFILL

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SODDED SWALE

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SODDED SWALE

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3:1 (TYP.)

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3:1 (TYP.)

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PROP. 6"X6" TIMBER POST AND RAIL (BY OTHERS)

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1' (TYP.)

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PROP. 6"X6" TIMBER POST AND RAIL (BY OTHERS)

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1' (TYP.)

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2% SLOPE

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2% SLOPE

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3" RECLAIMED ASPHALT PAVEMENT (RAP)

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TYPICAL SECTION

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%%UWEST PARKING LOT IMPROVEMENTS - ENTRANCE DRIVEWAY

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STA. 300+00.00 TO STA. 300+84.44

AutoCAD SHX Text SUBBASE: 12" TYPE "B" STABILIZED SUBBASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40

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ONE WAY NORTHBOUND

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PROFILE GRADE POINT

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24' (TYP.)

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TYPE D CURB (SEE DETAILS, THIS SHEET)

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TYPE D CURB (SEE DETAILS, THIS SHEET)

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EXIST. GROUND

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4:1 (TYP.)

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2% SLOPE

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2% SLOPE

AutoCAD SHX Text 6"

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SOD

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SOD

SOD

SIGNED AND SEALED

NOT A FINAL PLAN UNLESS

DATE:

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22044

DWH

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APRIL 2019

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State of Florida Board of Professional Engineers

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

Fax. (407) 358-5155

Certificate of Authorization No. 27770

Office (407) 992-9160

Pegasus Engineering, LLC

0' 20'

Horizontal: 1" = 20' Vertical: 1" = 2'

AutoCAD SHX Text O 7

AutoCAD SHX Text O 3

AutoCAD SHX Text O 4

AutoCAD SHX Text O 5

AutoCAD SHX Text O 6

AutoCAD SHX Text O 4

AutoCAD SHX Text O 4

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AutoCAD SHX Text O 6

AutoCAD SHX Text O 5

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AutoCAD SHX Text O 5

AutoCAD SHX Text O 5

AutoCAD SHX Text O 5

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SITE BENCHMARK

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SET NAIL AND DISC

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IN CONCRETE WALL

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"SSMC TRAV PT"

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ELEVATION=43.85

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INLET

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TOP=44.40

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NW INV=38.75

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NE INV=38.73

AutoCAD SHX Text N=1657123.1900

AutoCAD SHX Text E=548833.3100

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PLAN AND PROFILE

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WEST PARKING LOT IMPROVEMENTS

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AutoCAD SHX Text 21+00

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AutoCAD SHX Text 25+00

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CORE BORE EXIST. INLET, CONNECT PROP. 18" RCP AND GROUT FILL OPENING

AutoCAD SHX Text STA. 300+00.00 CL CONST. ENTRANCE ROAD= BEGIN CONST. WEST PARKING LOT N. 1656595.5136 E. 548772.0207

AutoCAD SHX Text

R=32.27' L=60.50' DELTA=107°25'25"CH=52.02' CB=N56°47'08"E

AutoCAD SHX Text S66°25'40"E23.21'

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STA. 300+23.21-PC CL CONST. ENTRANCE ROAD N. 1656586.2319 E. 548793.2938

AutoCAD SHX Text

STA. 300+83.71-PT CL CONST. ENTRANCE ROAD N. 1656614.7282 E. 548836.8168

AutoCAD SHX Text STA. 300+83.71 CL CONST. ENTRANCE ROAD= STA. 200+80.00 CL CONST. WEST PARKING LOT N. 1656614.7282 E. 548836.8168

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REMOVE AND DISPOSE OF EXIST. 12" PVC CULVERT

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EXIST. CONC. SIDEWALK (TO BE REMOVED AND REPLACED)

AutoCAD SHX Text S-200

AutoCAD SHX Text S-201

AutoCAD SHX Text S-202

AutoCAD SHX Text S-204

AutoCAD SHX Text S-203

AutoCAD SHX Text S-205

AutoCAD SHX Text S-206

AutoCAD SHX Text S-200

AutoCAD SHX Text S-202

AutoCAD SHX Text S-204

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EXISTING HANDICAPPED PARKING (TO REMAIN)

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EXISTING CONC. SIDEWALK (TO REMAIN)

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EXISTING CONC. SIDEWALK (TO REMAIN)

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CONST. 46 LF OF 18" RCP

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CONST. 34 LF OF 18" RCP

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EXIST. TREE (TO REMAIN)

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EXIST. TREE (TO BE REMOVED)

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CONST. PT SPLIT RAIL FENCE (BY OTHERS, SEE DETAILS SHEET 15)

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REMOVE AND RELOCATE EXISTING PR TIMBER FENCE (BY OTHERS)

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REMOVE AND RELOCATE EXISTING PR TIMBER FENCE (BY OTHERS)

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CONST. STRAIGHT END CURB TRANSITION (SEE DETAILS SHEET 6)

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CONST. SODDED SWALE

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EXIST. LIGHT POLE (TO BE RELOCATED BY OTHERS)

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INV. EL. 43.00