7BConstruction_Plans_-_Project_4B.pdf

STEPHEN BACON

City Council (Seat 1)

SID VILHEN, Jr.

City Council (Seat 3)

ERIKA BENFIELD

City Council (Seat 2)

LITA HANDY-PETERS

Vice-Mayor (Seat 4)

SHEET DRAWING TITLE

COVER SHEET

GENERAL NOTES

SOIL BORING PROFILES

VICINITY MAP

CITY OF DEBARY

PLAN AND PROFILE - NARANJA ROAD

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EROSION AND SEDIMENT CONTROL CERTIFICATIONS

DRAWING INDEX

DATE

APPROVED BY

PLANS

PREPARED BY:

301 WEST SR 434, SUITE 309

WINTER SPRINGS, FLORIDA 32708

PHONE: 407-992-9160 | FAX: 407-358-5155

DAVID W HAMSTRA, P.E. # 38652

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

16 COLOMBA ROAD

DEBARY, FLORIDA 32713

LOCATION MAP

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 SPECIAL TECHNICAL PROVISIONS

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. INFORMATION SHOWN WITHIN THESE PLANS ARE REFERENCED TO THE

NAVD88 VERTICAL DATUM.

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

SHEET) WILL BE APPLIED (WHERE NOTED) AS A CONSTANT VALUE FOR

CONVERTING ELEVATIONS BETWEEN THE NATIONAL GEODETIC VERTICAL

DATUM OF 1929 (NGVD29) AND THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88).

COMPUTED DATUM SHIFTS

NGVD29 - 1.05' = NAVD88

NAVD88 + 1.05' = NGVD29

(BID SET)

N.T.S.

N.T.S.

1" = 2000'

JULY 2018

DATE DESCRIPTIONNO.

PLANS SUBMITTAL AND REVISION SUMMARY

NOTES

BOB GARCIA

Mayor (Seat 5)

CI

TY

OF DeBARY

FLORIDA

BID NO. 06-18BID NO. 06-18

TOPOGRAPHIC SURVEY4

THIS CERTIFICATION EXCLUDES THE TOPOGRAPHIC

SURVEYS THAT WERE PREPARED "BY OTHERS" AND ANY

MANUFACTURER DETAILS INCLUDED IN THE PLANS.

CONSTRUCTION PLANS

PROJECT LOCATION

Sec 34, Twn 18S, Rng 30E

USGS MAPLat 28° 52' 48.7", Lng 81° 17' 13.9"

AERIAL LOCATION MAP AND PHOTOGRAPHS OF EXISTING CONDITIONS3

PLANS

PROJECT LOCATION

PROJECT LOCATION

MISCELLANEOUS DETAILS - NEENAH FOUNDRY R-4999-EX

MISCELLANEOUS DETAILS - SUGGESTED FORMING INSTRUCTIONS

DRAINAGE IMPROVEMENTS FOR

25 NARANJA ROAD AND 27 ALICANTE ROAD

SMALL SCALE STORMWATER

IMPROVEMENT PROJECT NO. 4 TEMPORARY EROSION CONTROL PLAN AND DETAILS

PLAN AND PROFILE - ALICANTE ROAD

PLAN AND PROFILE - DRAINAGE OUTFALL

PLAN AND PROFILE - TRENCH DRAIN

DRAINAGE CROSS-SECTIONS

DRAINAGE CROSS-SECTIONS

MISCELLANEOUS DETAILS - INDEX NO. 200, INDEX NO. 201

MISCELLANEOUS DETAILS - INDEX NO. 210, INDEX NO. 232

17 MISCELLANEOUS DETAILS - INDEX NO. 300, INDEX NO. 304

Michael Preliminary

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 NGVD29 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 ASRP-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-22037

DWH

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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

AutoCAD SHX Text

%%USTORM WATER (DRAINAGE)

AutoCAD SHX Text

%%UEARTHWORK

AutoCAD SHX Text

%%UGEOMETRY & SURVEY

AutoCAD SHX Text

%%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

AutoCAD SHX Text

%%UDEFINITION:

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CITY OF DEBARY

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%%UUTILITIES

AutoCAD SHX Text

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

AutoCAD SHX Text

NOTES

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-22037

DWH

CADD

DWH

JULY 2018

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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 - STANDING ON ALICANTE ROAD, LOOKING

PHOTOGRAPH #2 - LOOKING NORTH ALONG NARANJA ROAD. 25

PHOTOGRAPH #3 - LOOKING NORTH ALONG EAST CURB LINE OF

PHOTOGRAPH #4 - PONDING ALONG EAST CURB LINE ALONG NARAJA

PHOTOGRAPH #5 - VIEW LOOKING EAST TOWARDS GEM LAKE ALONG

NORTHWEST TOWARDS NARANJA ROAD

NARANJA ROAD

ROAD, NORTH OF 25 NARANJA ROAD (EXISTING EXFILTRATION TRENCH).

NORTH PROPERTY LINE OF 25 NARANJA ROAD (OUTFALL ALIGNMENT).

0' 20'

1" = 20'

NARANJA ROAD IS ON THE RIGHT.

AutoCAD SHX Text 64.67

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16.5' AT&T EASEMENT

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PER PLAT BOOK 11, PAGE 183

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16.5' AT&T EASEMENT

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PER PLAT BOOK 11, PAGE 183

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0.45 AC.

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25 NARANJA ROAD

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AERIAL LOCATION MAP AND

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PHOTOGRAPHS OF EXISTING CONDITIONS

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27 ALICANTE ROAD

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NARANJA ROAD

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ALICANTE ROAD

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L A K E

APPROVED BY:

DRAWN BY:

DATE:

DESIGNED BY:

JOB No.: DYC-22037

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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

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AutoCAD SHX Text 64.68

AutoCAD SHX Text 65.00

AutoCAD SHX Text 65.03

AutoCAD SHX Text 64.70

AutoCAD SHX Text 64.60

AutoCAD SHX Text 64.56

AutoCAD SHX Text 64.59

AutoCAD SHX Text 64.12

AutoCAD SHX Text 64.17

AutoCAD SHX Text 64.75

AutoCAD SHX Text 65.23

AutoCAD SHX Text 63.00

AutoCAD SHX Text 63.01

AutoCAD SHX Text 60.84

AutoCAD SHX Text 62.74

AutoCAD SHX Text 62.84

AutoCAD SHX Text 60.90

AutoCAD SHX Text 63.7

AutoCAD SHX Text 63.9

AutoCAD SHX Text 61.6

AutoCAD SHX Text 61.7

AutoCAD SHX Text 64.3

AutoCAD SHX Text 63.3

AutoCAD SHX Text 62.8

AutoCAD SHX Text 61.1

AutoCAD SHX Text 61.0

AutoCAD SHX Text 62.3

AutoCAD SHX Text 63.3

AutoCAD SHX Text 64.8

AutoCAD SHX Text 57.38

AutoCAD SHX Text 57.62

AutoCAD SHX Text 57.70

AutoCAD SHX Text 57.9

AutoCAD SHX Text 57.9

AutoCAD SHX Text 57.7

AutoCAD SHX Text 58.0

AutoCAD SHX Text 57.6

AutoCAD SHX Text 57.8

AutoCAD SHX Text 59.2

AutoCAD SHX Text 61.2

AutoCAD SHX Text 59.9

AutoCAD SHX Text 57.07

AutoCAD SHX Text 55.64

AutoCAD SHX Text 55.60

AutoCAD SHX Text 56.87

AutoCAD SHX Text 55.3

AutoCAD SHX Text 55.6

AutoCAD SHX Text 56.3

AutoCAD SHX Text 57.1

AutoCAD SHX Text 57.1

AutoCAD SHX Text 59.1

AutoCAD SHX Text 59.5

AutoCAD SHX Text 58.1

AutoCAD SHX Text 55.2

AutoCAD SHX Text 56.2

AutoCAD SHX Text 44.3

AutoCAD SHX Text 52.7

AutoCAD SHX Text 51.7

AutoCAD SHX Text 50.7

AutoCAD SHX Text 47.1

AutoCAD SHX Text 45.7

AutoCAD SHX Text 38.5

AutoCAD SHX Text 39.1

AutoCAD SHX Text 36.8

AutoCAD SHX Text 46.5

AutoCAD SHX Text 50.2

AutoCAD SHX Text 54.9

AutoCAD SHX Text 55.0

AutoCAD SHX Text 42.6

AutoCAD SHX Text 42.0

AutoCAD SHX Text 36.0

AutoCAD SHX Text 35.2

AutoCAD SHX Text 35.8

AutoCAD SHX Text

SB

AutoCAD SHX Text

SB

AutoCAD SHX Text

SB

AutoCAD SHX Text W

AutoCAD SHX Text

UM

AutoCAD SHX Text

SB

AutoCAD SHX Text

2' CURB & GUTTER

AutoCAD SHX Text 61.5

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

ONE STORY MASONRY RESIDENCERESIDENCE

AutoCAD SHX Text 24'x10' METAL SHED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ONE STORY MASONRY RESIDENCE

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

BFO

AutoCAD SHX Text

APPROXIMATE EDGE OF WATER=35.2 ON 11/3/17

AutoCAD SHX Text

GEM LAKE

AutoCAD SHX Text

SPT-2 ELEVATION=63.4

AutoCAD SHX Text

SPT-1 ELEVATION=62.9

AutoCAD SHX Text

SPT-3 ELEVATION=37.7

AutoCAD SHX Text

AB-1 ELEVATION=50.7

AutoCAD SHX Text

APPROXIMATE TREE LINE

AutoCAD SHX Text

SITE BENCHMARK SET IRON ROD & CAP STAMPED "SSMC TRAV.PT" ELEVATION=44.84

AutoCAD SHX Text

SITE BENCHMARK SET NAIL & DISK STAMPED "SSMC TRAV.PT" ELEVATION=64.92

AutoCAD SHX Text

APPARENT RIGHT OF WAY

AutoCAD SHX Text

APPARENT RIGHT OF WAY

AutoCAD SHX Text

APPARENT RIGHT OF WAY

AutoCAD SHX Text

APPARENT RIGHT OF WAY

AutoCAD SHX Text

APPARENT RIGHT OF WAY

AutoCAD SHX Text

APPARENT RIGHT OF WAY

AutoCAD SHX Text FOUND 4"x4" CM NO ID

AutoCAD SHX Text

FOUND NAIL & DISK NO ID

AutoCAD SHX Text FOUND 4"x4" CM NO ID

AutoCAD SHX Text FOUND 4"x4" CM NO ID

AutoCAD SHX Text

FOUND 5/8" IRON ROD NO ID

AutoCAD SHX Text FOUND 4"x4" CM NO ID

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

BURIED FIBER OPTIC MARKER

AutoCAD SHX Text

LOT 6, LESS SOUTH 5' BLOCK E PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text LOT 7, AND NORTH 5' OF LOT 6 BLOCK E PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

SOUTH 1/2 OF LOT 5 BLOCK E PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

NORTH 1/2 OF LOT 5 BLOCK E PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

LOT 8 BLOCK E PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

BLOCK A PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

BLOCK B PLANTATION ESTATES UNIT 2 PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

NARANJA ROAD 66.5' RIGHT OF WAY PER PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text Soil Boring Table

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SB SPT-2

AutoCAD SHX Text

SB SPT-1

AutoCAD SHX Text

SB SPT-3

AutoCAD SHX Text

SB AB-1

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text 1655602.82

AutoCAD SHX Text 1655498.57

AutoCAD SHX Text 1655596.11

AutoCAD SHX Text 1655593.81

AutoCAD SHX Text

EASTING

AutoCAD SHX Text 558187.09

AutoCAD SHX Text 558203.48

AutoCAD SHX Text 558416.12

AutoCAD SHX Text 558326.90

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 63.41

AutoCAD SHX Text 62.88

AutoCAD SHX Text 37.69

AutoCAD SHX Text 50.68

AutoCAD SHX Text

UM

AutoCAD SHX Text

UM

AutoCAD SHX Text 64.28

AutoCAD SHX Text 63.84

AutoCAD SHX Text 64.3

AutoCAD SHX Text 64.20

AutoCAD SHX Text 65.0

AutoCAD SHX Text 64.17

AutoCAD SHX Text 63.92

AutoCAD SHX Text 63.3

AutoCAD SHX Text 62.6

AutoCAD SHX Text 62.0

AutoCAD SHX Text 61.4

AutoCAD SHX Text 64.55

AutoCAD SHX Text 64.20

AutoCAD SHX Text 63.5

AutoCAD SHX Text 62.6

AutoCAD SHX Text 61.6

AutoCAD SHX Text 61.3

AutoCAD SHX Text 62.4

AutoCAD SHX Text 63.4

AutoCAD SHX Text 64.3

AutoCAD SHX Text 64.51

AutoCAD SHX Text 64.16

AutoCAD SHX Text 64.5

AutoCAD SHX Text 64.43

AutoCAD SHX Text 65.2

AutoCAD SHX Text 65.9

AutoCAD SHX Text 66.0

AutoCAD SHX Text 61.76

AutoCAD SHX Text 62.28

AutoCAD SHX Text 62.97

AutoCAD SHX Text 64.08

AutoCAD SHX Text 64.07

AutoCAD SHX Text 62.85

AutoCAD SHX Text 62.12

AutoCAD SHX Text 61.48

AutoCAD SHX Text 60.4

AutoCAD SHX Text 61.4

AutoCAD SHX Text 62.4

AutoCAD SHX Text 63.8

AutoCAD SHX Text 64.63

AutoCAD SHX Text 64.48

AutoCAD SHX Text 64.69

AutoCAD SHX Text 64.63

AutoCAD SHX Text 61.1

AutoCAD SHX Text 59.6

AutoCAD SHX Text 58.5

AutoCAD SHX Text 59.1

AutoCAD SHX Text 59.5

AutoCAD SHX Text 59.8

AutoCAD SHX Text 61.0

AutoCAD SHX Text 62.0

AutoCAD SHX Text 62.9

AutoCAD SHX Text 64.3

AutoCAD SHX Text 63.3

AutoCAD SHX Text 62.9

AutoCAD SHX Text 61.8

AutoCAD SHX Text 60.2

AutoCAD SHX Text 60.3

AutoCAD SHX Text 65.10

AutoCAD SHX Text 65.24

AutoCAD SHX Text 65.46

AutoCAD SHX Text 65.37

AutoCAD SHX Text 65.61

AutoCAD SHX Text 65.69

AutoCAD SHX Text 66.36

AutoCAD SHX Text 66.6

AutoCAD SHX Text 66.75

AutoCAD SHX Text 65.5

AutoCAD SHX Text 66.2

AutoCAD SHX Text 66.41

AutoCAD SHX Text 66.42

AutoCAD SHX Text 65.8

AutoCAD SHX Text 66.15

AutoCAD SHX Text 66.11

AutoCAD SHX Text 65.9

AutoCAD SHX Text 65.3

AutoCAD SHX Text 66.2

AutoCAD SHX Text 67.09

AutoCAD SHX Text 66.81

AutoCAD SHX Text 66.24

AutoCAD SHX Text 65.7

AutoCAD SHX Text 65.1

AutoCAD SHX Text 65.5

AutoCAD SHX Text 65.6

AutoCAD SHX Text 65.3

AutoCAD SHX Text 65.3

AutoCAD SHX Text 65.74

AutoCAD SHX Text 65.20

AutoCAD SHX Text 64.71

AutoCAD SHX Text 64.45

AutoCAD SHX Text 64.53

AutoCAD SHX Text 64.97

AutoCAD SHX Text 65.44

AutoCAD SHX Text 65.14

AutoCAD SHX Text 64.85

AutoCAD SHX Text 65.1

AutoCAD SHX Text 65.74

AutoCAD SHX Text 65.88

AutoCAD SHX Text 65.96

AutoCAD SHX Text 65.53

AutoCAD SHX Text 65.39

AutoCAD SHX Text 65.24

AutoCAD SHX Text 64.2

AutoCAD SHX Text 60.3

AutoCAD SHX Text 58.8

AutoCAD SHX Text 59.0

AutoCAD SHX Text 58.94

AutoCAD SHX Text 60.03

AutoCAD SHX Text 60.3

AutoCAD SHX Text 62.23

AutoCAD SHX Text 61.8

AutoCAD SHX Text 64.1

AutoCAD SHX Text 64.66

AutoCAD SHX Text 64.56

AutoCAD SHX Text 64.12

AutoCAD SHX Text 64.21

AutoCAD SHX Text 64.30

AutoCAD SHX Text 64.31

AutoCAD SHX Text 64.15

AutoCAD SHX Text 64.57

AutoCAD SHX Text 64.38

AutoCAD SHX Text 64.78

AutoCAD SHX Text 64.44

AutoCAD SHX Text 64.65

AutoCAD SHX Text 64.56

AutoCAD SHX Text 64.97

AutoCAD SHX Text 64.97

AutoCAD SHX Text 64.75

AutoCAD SHX Text 64.57

AutoCAD SHX Text 64.64

AutoCAD SHX Text 64.84

AutoCAD SHX Text 64.98

AutoCAD SHX Text 64.5

AutoCAD SHX Text 63.6

AutoCAD SHX Text 62.8

AutoCAD SHX Text 62.2

AutoCAD SHX Text 61.1

AutoCAD SHX Text 64.6

AutoCAD SHX Text 63.5

AutoCAD SHX Text 62.7

AutoCAD SHX Text 62.1

AutoCAD SHX Text 59.9

AutoCAD SHX Text 61.4

AutoCAD SHX Text 62.8

AutoCAD SHX Text 64.3

AutoCAD SHX Text 64.2

AutoCAD SHX Text 63.6

AutoCAD SHX Text 62.1

AutoCAD SHX Text 60.4

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

SITE BENCHMARK SET NAIL & DISK STAMPED "SSMC TRAV.PT" ELEVATION=64.12

AutoCAD SHX Text

ALICANTE ROAD 50' RIGHT OF WAY PER PLAT BOOK 11, PAGE 183

AutoCAD SHX Text 64.32

AutoCAD SHX Text 64.50

AutoCAD SHX Text

OHL

AutoCAD SHX Text

OHL

AutoCAD SHX Text

OHL

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

NARANJA ROAD 66.5' RIGHT OF WAY PER PLAT BOOK 11, PAGE 183

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

UNDERDRAIN TOP=64.21

AutoCAD SHX Text

UNDERDRAIN TOP=64.36

AutoCAD SHX Text

UNDERDRAIN TOP=64.24

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

BFO

AutoCAD SHX Text

BFO

AutoCAD SHX Text

PI

AutoCAD SHX Text

AutoCAD SHX Text

MASONRY WALL

AutoCAD SHX Text

2' CURB & GUTTER

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text 59.4

AutoCAD SHX Text 59.8

AutoCAD SHX Text 60.5

AutoCAD SHX Text 61.3

AutoCAD SHX Text 61.1

AutoCAD SHX Text 60.2

AutoCAD SHX Text 59.7

AutoCAD SHX Text 59.6

AutoCAD SHX Text 59.71

AutoCAD SHX Text 59.66

AutoCAD SHX Text 60.56

AutoCAD SHX Text 59.76

AutoCAD SHX Text 59.80

AutoCAD SHX Text 61.7

AutoCAD SHX Text 60.6

AutoCAD SHX Text 59.3

AutoCAD SHX Text 60.0

AutoCAD SHX Text 60.5

AutoCAD SHX Text 61.5

AutoCAD SHX Text 61.5

AutoCAD SHX Text 60.6

AutoCAD SHX Text 59.4

AutoCAD SHX Text 58.6

AutoCAD SHX Text 58.1

AutoCAD SHX Text 59.1

AutoCAD SHX Text 59.6

AutoCAD SHX Text 57.5

AutoCAD SHX Text 59.5

AutoCAD SHX Text 59.4

AutoCAD SHX Text 60.49

AutoCAD SHX Text 60.31

AutoCAD SHX Text 60.11

AutoCAD SHX Text 60.12

AutoCAD SHX Text 59.79

AutoCAD SHX Text 59.91

AutoCAD SHX Text 62.47

AutoCAD SHX Text 60.84

AutoCAD SHX Text 59.67

AutoCAD SHX Text 59.89

AutoCAD SHX Text 60.67

AutoCAD SHX Text 59.66

AutoCAD SHX Text 59.87

AutoCAD SHX Text 59.81

AutoCAD SHX Text 60.06

AutoCAD SHX Text 60.01

AutoCAD SHX Text 60.15

AutoCAD SHX Text 60.1

AutoCAD SHX Text 59.6

AutoCAD SHX Text 59.9

AutoCAD SHX Text 59.8

AutoCAD SHX Text 60.0

AutoCAD SHX Text 61.30

AutoCAD SHX Text 59.85

AutoCAD SHX Text 59.89

AutoCAD SHX Text 58.41

AutoCAD SHX Text 57.33

AutoCAD SHX Text 57.32

AutoCAD SHX Text 57.42

AutoCAD SHX Text 57.4

AutoCAD SHX Text 58.1

AutoCAD SHX Text 57.9

AutoCAD SHX Text 57.8

AutoCAD SHX Text 58.5

AutoCAD SHX Text 58.4

AutoCAD SHX Text 58.6

AutoCAD SHX Text 58.5

AutoCAD SHX Text 58.0

AutoCAD SHX Text 58.1

AutoCAD SHX Text 58.7

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

ONE STORY MASONRY RESIDENCE

AutoCAD SHX Text

TH

AutoCAD SHX Text

TH

AutoCAD SHX Text

TH

AutoCAD SHX Text

TH

../TO CLIENT/49479 LAKESIDE TEST HOLE 1.pdf AutoCAD SHX Text

TEST HOLE #1 ELEVATION=63.84

../TO CLIENT/49479 LAKESIDE TEST HOLE 2.pdf AutoCAD SHX Text

TEST HOLE #2 ELEVATION=63.38

../TO CLIENT/49479 LAKESIDE TEST HOLE 3.pdf AutoCAD SHX Text

TEST HOLE #3 ELEVATION=62.29

../TO CLIENT/49479 LAKESIDE TEST HOLE 4.pdf AutoCAD SHX Text

TEST HOLE #4 ELEVATION=62.23

AutoCAD SHX Text C:\Users\Michael\Documents\My Projects\PEG-015 25 Naranja Road-27 Alicante Road\Plans Production\SHEET-04 TOPOGRAPHIC SURVEY.dwg

AutoCAD SHX Text

TOPOGRAPHIC

AutoCAD SHX Text

SURVEY

AutoCAD SHX Text

= FORCE MAIN

AutoCAD SHX Text

-FM-

AutoCAD SHX Text

-OHL-

AutoCAD SHX Text

= OVERHEAD UTILITY LINE

AutoCAD SHX Text

= BURIED FIBER OPTIC LINE

AutoCAD SHX Text

= BURIED ELECTRIC LINE

AutoCAD SHX Text

-BFO-

AutoCAD SHX Text

-BEL-

AutoCAD SHX Text -X-

AutoCAD SHX Text

= CHAINLINK FENCE

AutoCAD SHX Text

= LICENSED BUSINESS

AutoCAD SHX Text

LB

AutoCAD SHX Text

= TRAVERSE POINT

AutoCAD SHX Text

TRAV.PT.

AutoCAD SHX Text

= SOUTHEASTERN SURVEYING

AutoCAD SHX Text

SSMC

AutoCAD SHX Text

& MAPPING CORPORATION

AutoCAD SHX Text

SIZE SHOWN IS TRUNK DIAMETER IN INCHES MEASURED AT CHEST HEIGHT

AutoCAD SHX Text

= TREE

AutoCAD SHX Text

= PALM

AutoCAD SHX Text

NAD

A…