Y26-712_Drawings_.pdf

BYRON W. BROOKS, AICP

COUNTY ADMINISTRATOR

ED TORRES, M.S., P.E., LEED AP

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.:

· 97479

CIP FUNDING CODE:

· 1483-0033 (RWM)

· 1483-0034 (RW TANK)

PLANS PREPARED BY:

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION

INFORMATION SHOULD NOT BE OBTAINED BY

SCALING THE PLANS.

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

KELLY MARTINEZ SEMRAD

DISTRICT 5

MICHAEL "MIKE" SCOTT

DISTRICT 6

EAST SERVICE AREA

JOHN WYCLIFFE BOULEVARD 20-INCH

RECLAIMED WATER MAIN AND RECLAIMED

WATER STORAGE AND RE-PUMP EXPANSION

September 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28122\Civil\DWG - John Wycliffe RWM\_Current_Plan_Set\O28122_John Wycliffe - Cover Sheet & Details.dwg September 15, 2025

BID SET

AutoCAD SHX Text

ORANGE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION ORANGE COUNTY, FLORIDA

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 97479

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

B

ID

S E

T

CASIE OSHAUGHNESSEY BROWN, P.E.

P.E. LIC. # 75398

As Shown V. Marochkovich

C. Jacobus/ G. Moore

D. Mahler

EAST SERVICE AREA

JOHN WYCLIFFE BOULEVARD 20-INCH RECLAIMED WATER MAIN

AND RECLAIMED WATER STORAGE AND RE-PUMP EXPANSION

TITLEDWG. NO.

DRAWING INDEX

VICINITY MAP, LEGEND AND SHEET INDEX

GENERAL NOTES

G200

G300

COVER SHEETG100

SHEET NO.

C100

G4004 OF 65

SUMMARY OF PAY ITEMSG500

V-1.1

SURVEY COVER

V-1.2

KEY MAP

V-1.3

TOPOGRAPHIC SURVEY

V-1.4

TOPOGRAPHIC SURVEY

V-1.5

TOPOGRAPHIC SURVEY

V-1.6

TOPOGRAPHIC SURVEY

V-1.7

TOPOGRAPHIC SURVEY

TOPOGRAPHIC SURVEY

SITE PLAN AND PROFILE - STA. 100+00 TO STA. 106+00

KEY SHEET

C101 SITE PLAN AND PROFILE - STA. 106+00 TO STA. 112+00

C102 SITE PLAN AND PROFILE - STA. 112+00 TO STA. 118+00

C103 SITE PLAN AND PROFILE - STA. 118+00 TO STA. 123+60

C104 SITE PLAN AND PROFILE - STA. 123+60 TO STA. 129+40

C105 SITE PLAN AND PROFILE - STA. 129+40 TO STA. 135+20

C111 SITE PLAN AND PROFILE - STA. 163+00 TO STA. 165+30

C106 SITE PLAN AND PROFILE - STA. 135+20 TO STA. 141+20

C107 SITE PLAN AND PROFILE - STA. 141+20 TO STA. 146+80

C108 SITE PLAN AND PROFILE - STA. 146+80 TO STA. 152+80

C109 SITE PLAN AND PROFILE - STA. 152+80 TO STA. 158+00

C110 SITE PLAN AND PROFILE - STA. 158+00 TO STA. 163+00

OPEN CUT AND RESTORE ROADWAY

REMOVE AND REPLACE EXISTING CURB

EXISTING OCU WATER MAIN TO REMAIN

MILL AND RESURFACE ROADWAY

REMOVE AND REPLACE EXISTING SIDEWALK

RIGHT OF WAY LINE

EXISTING STORM SEWER

LEGEND

OF ALL FACILITIES THAT WILL BE ENCOUNTERED DURING CONSTRUCTION.

OF THE CONTRACTOR TO NOTIFY AND ARRANGE FOR FIELD LOCATION

NOTE: THIS LISTING IS PROVIDED AS AN AID. IT IS THE RESPONSIBILITY

DUKE ENERGY ELECTRIC

CABLE - TV

TELEPHONE

GAS TECO (PEOPLE GAS)

SPECTRUM/CHARTER

CENTURY LINK

OCU SANITARY SEWER

OCU RECLAIMED WATER

OCU WATER

UTILITIES

ORANGE COUNTY UTILITIES DEPARTMENT

ORANGE COUNTY UTILITIES DEPARTMENT

COMPANY

(407) 942-9498

(407) 420-6663

(407) 532-8694

(407) 830-3279

(407) 254-9680

(407) 254-9680

TELEPHONE

OCU CONSTRUCTION DIVISION (407) 254-9900

(407) 254-9900OCU ENGINEERING DIVISION

UTILITY CONTACTS

ORANGE COUNTY UTILITIES DEPARTMENT (407) 254-9850

(407) 836-2777OCU EMERGENCY DISPATCH OPERATOR

SUNSHINE 811 (SSOCOF, INC) (800) 432-4770

EXISTING FORCE MAIN TO REMAIN

EXISTING BURIED FIBER OPTIC

EXISTING BURIED TELEPHONE

EXISTING BURIED ELECTRIC

EXISTING OCU RECLAIMED WATER MAIN TO REMAIN

EXISTING OCU RECLAIMED WATER MAIN TO BE REMOVED

EXISTING GRAVITY MAIN TO REMAIN

EXISTING GRAVITY MANHOLE TO REMAIN

VICINITY MAP

PROJECT

AREA N

D100 CONSTRUCTION DETAILS

D110

D120

29 OF 65 CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

X100

ASSET TABLES

CABLE - TV SUMMIT BROADBAND (407) 996-1183

FIBER OPTICS AT&T (407) 273-2803

PROPOSED RECLAIMED WATER MAIN

EXISTING OCU RECLAIMED WATER MAIN TO BE GROUTED

WATER

ELECTRIC

ORLANDO UTILITIES COMMISION

ORLANDO UTILITIES COMMISION

VICNITY MAP, LEGEND AND SHEET INDEX

G200

E-1

ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E-2

ELECTRICAL SITE PLAN

E-3

RW-SWBD SINGLE LINE (DEMOLITION)

E-4

E-5

FIBER CONVERSION PANEL ELEMENTARY & RISER DIAGRAMS

E-6

RW-GST NO. 2 POWER PLAN

E-7

RW ELECTRICAL & PUMP ROOM POWER PLAN

E-8

E-9

I-1

INSTRUMENTATION SYMBOLS, LEGEND AND ABBREVIATIONS

I-2

GST & HSP P&IDI-3

INSTRUMENTATION DETAILS

ELECTRICAL DETAILS SHEET 1

ELECTRICAL DETAILS SHEET 2

P10033 OF 65 PROCESS FLOW DIAGRAM

V-2.0 SURVEY COVER

V-2.1 TOPOGRAPHIC SURVEY

V-1.0

P102

34 OF 65 SITE PLAN

P103

35 OF 65 YARD PIPING PLAN

P104

36 OF 65 GRADING PLAN

P105

37 OF 65 GROUND STORAGE TANK FLOOR AND ROOF PLAN

P106

38 OF 65 GROUND STORAGE TANK DETAILS

P107

39 OF 65 GROUND STORAGE TANK DETAILS

P108

40 OF 65 GROUND STORAGE TANK DETAILS

P109

41 OF 65 GROUND STORAGE TANK DETAILS

P110

42 OF 65 GROUND STORAGE TANK DETAILS

P111

HIGH SERVICE PUMP PLAN AND SECTION

P112

SUPPLEMENTAL POTABLE WATER FLOW METER ASSEMBLY 44 OF 65

EXISTING PRIVATE RECLAIMED WATER MAIN TO REMAIN

P101

D130 FDOT DETAILS

T-1 TRAFFIC CONTROL PLAN

EXISTING BURIED TV

EXISTING GAS

EXISTING UKNOWN

RW-SWBD SINGLE LINE MODIFICATIONS

ELECTRICAL EQUIPMENT FRONT VIEWS

PUMP VFD ELEMENTARY DIAGRAM AND SCHEMATIC

RW ELECTRICAL & PUMP ROOM DEMOLITION PLAN

E-10

E-11

E-12

NETWORK DIAGRAM

I-4

(407) 434-2563

LIGHTING ORLANDO UTILITIES COMMISION

(407) 434-2322

(407) 423-9100

S100 EXISTING PUMP ROOM FOUNDATION PLAN & SECTION

J:\O28122\Civil\DWG - John Wycliffe RWM\_Current_Plan_Set\O28122_John Wycliffe - Cover Sheet & Details.dwg September 15, 2025

ELECTRICAL DETAILS SHEET 3

E-13

CONSTRUCTION DETAILS

E-14

LIGHTING FIXTURE & PANEL SCHEDULES

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

UTILITIES DEPARTMENT

AutoCAD SHX Text S

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

JOHN

AutoCAD SHX Text

WYCL

AutoCAD SHX Text

IFFE

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

MOS

AutoCAD SHX Text

SY

AutoCAD SHX Text

OAK

AutoCAD SHX Text

DR

AutoCAD SHX Text

GREAT

AutoCAD SHX Text

COMM

AutoCAD SHX Text

ISSION

AutoCAD SHX Text

WAY

AutoCAD SHX Text

WEWAHOOTEE ROAD

AutoCAD SHX Text

MOSS

AutoCAD SHX Text

PARK

RD

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 97479

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

B

ID

S E

T

CASIE OSHAUGHNESSEY BROWN, P.E.

P.E. LIC. # 75398

As Shown V. Marochkovich

C. Jacobus/ G. Moore

D. Mahler

EAST SERVICE AREA

JOHN WYCLIFFE BOULEVARD 20-INCH RECLAIMED WATER MAIN

AND RECLAIMED WATER STORAGE AND RE-PUMP EXPANSION

GENERAL CONSTRUCTION NOTES

ALL WORK AND REQUIREMENTS FROM THE NOTES IN THIS PAGE SHALL BE A REQUIREMENT OF THE CONTRACT AND EXECUTED

BY THE CONTRACTOR AT NO ADDITIONAL COST.

1. THE UTILITIES IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE DRAWINGS ARE INTENDED TO MAINTAIN THE INTEGRITY OF THE ORANGE COUNTY WATER AND WASTEWATER SYSTEMS. THE DRAWINGS DO NOT INCLUDE WORK PERFORMED ON, OR

FOR UTILITY SYSTEMS OWNED BY OTHERS, UNLESS STATED OTHERWISE ON THE DRAWINGS.

2. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE RECORD DRAWING INFORMATION FROM ORANGE COUNTY, GPR INVESTIGATIONS AND FIELD LOCATES. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES.

CONTRACTOR SHALL CONTACT UTILITY OWNERS AT LEAST SEVEN (7) DAYS PRIOR TO CONSTRUCTION AND A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ORANGE COUNTY SHALL BE NOTIFIED IN WRITING IMMEDIATELY IF ANY DISCREPANCIES

ARE IDENTIFIED OR IF CONFLICTS EXIST.

3. THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY, OR PRIOR TO ANY ACTIVITY REQUIRING THE PRESENCE OF OR AN ACTION BY UTILITIES STAFF SUCH AS SCHEDULING VALVE OPERATION, PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATIONS OR

SHUTDOWNS, ETC.

4. WATER, WASTEWATER AND REUSE VALVES, PUMP STATIONS OR OTHER UTILITY INFRASTRUCTURE ARE TO BE OPERATED ONLY BY ORANGE COUNTY UTILITIES PERSONNEL. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING

CONSTRUCTION.

5. ALL EXISTING WATER MAIN, FORCE MAINS, GRAVITY PIPES AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE

PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

6. THE ORANGE COUNTY WATER DIVISION (407-254-9850) AND THE ORANGE COUNTY WATER RECLAMATION DIVISION (407-254-9680) SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE

OPERATIONS.

7. WATER, WASTEWATER AND REUSE VALVES ARE TO BE OPERATED BY ORANGE COUNTY UTILITIES STAFF COORDINATED BY OCU RPR (407-254-9798). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.

8. FLUSHING, HYDROSTATIC TESTING AND DISINFECTING OF WATER MAINS SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH AWWA SPECIFICATIONS C-600, C-651 AND THE PROJECT SPECIFICATIONS. FITTINGS AND MINOR REPLACEMENT SEGMENTS REQUIRED TO MAKE CONNECTIONS TO EXISTING WATER LINES SHALL BE THOROUGHLY DISINFECTED BY SWABBING THE ENTIRE INTERIOR WITH A MINIMUM 5% CHLORINE SOLUTION PRIOR TO INSTALLATION.

CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS, AND MANPOWER TO ACCOMPLISH THESE OPERATIONS. AUTHORIZED ORANGE COUNTY UTILITIES PERSONNEL SHALL BE PRESENT DURING THE TEST. COORDINATE WITH ORANGE COUNTY UTILITIES RPR AT LEAST SEVEN (7) DAYS PRIOR TO START THIS WORK.

9. ALL EXISTING WATER MAINS AND FORCE MAINS SHALL REMAIN IN SERVICE UNTIL THE PROPOSED WATER MAINS OR FORCE MAINS ARE ACCEPTED FOR SERVICE AND ALL SERVICES ARE TRANSFERRED TO THE NEW MAINS. THE CONTRACTOR SHALL COORDINATE WITH THE WATER AND WASTEWATER DEPARTMENT AT LEAST FIVE (5) WORKING DAYS IN ADVANCE FOR ALL THE TIE-INS REQUIRING SHUT DOWN OF EXISTING MAINS. IN GENERAL, ALL SUCH SHUTDOWNS SHALL BE LIMITED TO THE HOURS

BETWEEN NINE (9) A.M. AND THREE (3) P.M., MONDAY TO FRIDAY.

10. ALL EXISTING AND NEW OCU WATER, RECLAIMED WATER AND SEWER VALVES, VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. VALVE AND VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ANY VALVES THAT MIGHT BE COVERED DURING CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER AND BLUE FOR WATER), A MINIMUM OF FOUR (4) FEET ABOVE GRADE. ALL VALVES UNDER

CONSTRUCTION ARE TO REMAIN CLOSED DURING CONSTRUCTION.

11. THE CONTRACTOR SHALL PROTECT EXISTING SERVICE CONNECTIONS DURING CONSTRUCTION AND SHALL COORDINATE THE RELOCATION OF SERVICES WITH THE ORANGE COUNTY RESIDENT PROJECT REPRESENTATIVE. THE CONTRACTOR WILL RELOCATE EXISTING SERVICES AS NECESSARY AND AS DIRECTED BY ORANGE COUNTY PERSONNEL.

12. SEE DETAIL SHEET FOR SEPARATION REQUIREMENTS BETWEEN WATER MAINS, SEWER MAINS AND OTHER PIPELINES AND MAINS. NO CONCRETE ENCASEMENT OF PIPES WILL BE PERMITTED UNLESS SPECIFIED ON PLANS.

13. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE ALTERED IN SIZE DURING REPRODUCTION.

14. WHEN OBTAINING DATA AND INFORMATION FROM THE PLANS, FIGURES SHALL BE USED IN REFERENCE TO SCALED

DIMENSIONS AND LARGER SCALE DRAWINGS IN PREFERENCE TO SMALLER SCALE DRAWINGS.

15. DEWATER AS NECESSARY TO PREVENT WATER FROM ENTERING THE TRENCH DURING EXCAVATION AND PIPE INSTALLATION.

PIPE SHALL NOT BE LAID IN WATER. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORKDAY AND PIPE OPENINGS SHALL BE SEALED WITH WATERTIGHT MJ. PLUGS, PLYWOOD OR FILTER FABRIC IS NOT ACCEPTABLE.

16. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED DURING CONSTRUCTION.

17. ALL STATIONS AND OFFSETS REFER TO BASELINE OF STATIONING.

18. MAINTAIN EMERGENCY VEHICLE ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES.

19. ALL FITTINGS ON EXISTING MAINS ARE ASSUMED TO HAVE THRUST BLOCKS. CONTRACTOR SHALL USE CAUTION WHEN

WORKING IN THESE AREAS.

20. LOCAL RESIDENTIAL AND COMMERCIAL BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. PROVIDE WRITTEN NOTIFICATION TO RESIDENTS/PROPERTY OWNERS SEVEN (7) DAYS PRIOR TO IMPLEMENTING ANY ROADWAY OR DRIVEWAY

CLOSURE.

21. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY SUPPORTS AND RESTRAINTS ON EXISTING LINES TO ALLOW FOR NEW

CONSTRUCTION.

22. ALL MAINS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS. A MINIMUM COVER OF 48 INCHES SHALL BE MAINTAINED ON ALL MAINS, WHERE IT IS NOT OTHERWISE SPECIFIED ON PLANS OR DIRECTED BY THE ENGINEER. ALL DIRECTION CHANGES IN THE PIPE BOTH HORIZONTAL AND VERTICAL SHALL BE BY THE USE OF FITTINGS UNLESS OTHERWISE NOTED OR DIRECTED BY

THE ENGINEER.

23. ALL PIPE SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINT TABLES SHOWN ON THE DETAIL SHEETS. IN ADDITION, ALL FITTINGS SHALL BE MECHANICAL JOINT RESTRAINED. NO THRUST BLOCKS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF ORANGE COUNTY UTILITIES. RESTRAIN EXISTING PIPE WHERE REQUIRED IN ACCORDANCE WITH

THE RESTRAINT TABLES.

24.PIPE SIZES SHOWN ON PLANS ARE MINIMUM INSIDE DIAMETER.

25. WHERE MINIMUM SEPARATION BETWEEN UTILITIES OR STORM SEWERS IS REQUIRED, THE DISTANCE IS MEASURED FROM THE

OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.

26.RESTORE ALL EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER. PAVEMENT TO BE RESTORED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON THE CONSTRUCTION DETAIL SHEETS.

27. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAVE BEEN REVIEWED AND ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING ANY CONNECTIONS. THE REQUEST SHALL REFERENCE THE PROFESSIONAL LAND SURVEYOR CERTIFIED COMPLETED AS-BUILT

RECORD DRAWINGS PREVIOUSLY SUBMITTED AND SHALL OUTLINE THE FOLLOWING:

a. POINTS OF CONNECTION, FITTINGS TO BE USED, METHODS OF FLUSHING AND DISINFECTION AND VERIFICATION OF

RESTRAINT ON EXISTING PIPE.

b. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTIONS.

THE OWNER SHALL REVIEW THE SUBMITTAL WITHIN FIVE (5) WORKING DAYS AFTER RECEIVING IT AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF THE REQUEST. IF THE OWNER REJECTS THE REQUEST, THE CONTRACTOR SHALL RESUBMIT THE REQUEST MODIFYING IT IN A MANNER ACCEPTABLE TO THE OWNER. ALL CONNECTIONS

SHALL ONLY BE MADE ON THE AGREED UPON DATE AND TIME.

SHOULD THE CONTRACTOR NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, HE SHALL BE REQUIRED TO RESCHEDULE THE CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE.

28.PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. ALL DAMAGED SIDEWALK, ROADWAY PAVEMENT

AND OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION.

29. ALL COUNTY ROADS TO BE OPEN CUT SHALL BE APPROVED BY ORANGE COUNTY PUBLIC WORKS PRIOR TO OPEN-CUTS.

SUBMIT A MAINTENANCE OF TRAFFIC (MOT) PLAN CONFORMING TO ORANGE COUNTY RIGHT-OF-WAY UTILIZATION REGULATIONS TO ORANGE COUNTY PUBLIC WORKS A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO ANY WORK WITHIN COUNTY RIGHT-OF-WAY. A COPY OF THIS PLAN SHALL ALSO BE SUBMITTED TO THE ENGINEER AND UTILITY COUNTY RPR.

NOTIFY THE COUNTY PUBLIC WORKS DEPARTMENT AND UTILITY DEPARTMENT RPR 24 HOURS PRIOR TO ANY OPEN CUT OF ROADWAYS OR JACK AND BORE OPERATIONS WITHIN THE COUNTY RIGHT-OF-WAY. TWO WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. MAINTAIN A SET OF COUNTY APPROVED CONSTRUCTION PLANS AND MOT PLANS AT THE CONSTRUCTION SITE AT ALL TIMES WHEN WORKING WITHIN THE COUNTY RIGHT-OF-WAY.

30. WATER AND RECLAIMED WATER MAIN MARKERS SHALL BE PLACED EVERY 1,000 FT AND AT ALL VALVE AND DIRECTIONAL CHANGES. SEE VALVE AND PIPING MARKING DETAILS. NO MARKERS ARE REQUIRED AT VALVES ADJACENT TO FIRE

HYDRANTS, OR IN RESIDENTIAL SUBDIVISIONS.

31.IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING WATER, SEWER, POWER, TELEPHONE, GAS, AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO

ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN THE REPORT.

32.NO VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER APPURTENANCES OF ANY KIND RELATING TO ANY UNDERGROUND UTILITIES SHALL BE LOCATED IN ANY PORTION OF A CURB-AND-GUTTER SECTION. CONTRACTOR SHALL

ADVISE ENGINEER IMMEDIATELY UPON DISCOVERY OF A POTENTIAL CONFLICT.

33. WHERE REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND PROTECT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES. CONTRACTOR TO COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES.

34. CONTRACTOR TO PROVIDE DETAILED AS-BUILT DRAWINGS OF ALL UTILITIES UNCOVERED IN TRENCHES. THE AS-BUILTS SHALL RECORD LOCATION, SIZE, TYPE, ELEVATION AND OWNER OF ALL UTILITY FACILITIES UNCOVERED. THIS INFORMATION

SHALL BE ADDED TO THE ASSET TABLES.

35. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS

CLOSED UNTIL CLEARED BY FDEP.

36.MAKE TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE; FLUSH OUT NEW WATER MAIN WITH POTABLE WATER (USE "JUMPER" ASSEMBLY WITH BACKFLOW PREVENTER TO MAKE TEMPORARY CONNECTIONS TO AN EXISTING

WATER SOURCE.)

37.IN ALL LOCATIONS FOR CONNECTIONS TO EXISTING PRESSURIZED MAINS, CONTRACTOR SHALL BE REQUIRED TO RESTRAIN

THE EXISTING MAINS IN ACCORDANCE WITH THE RESTRAINT TABLE.

38.IN ALL LOCATIONS WHERE NEW UTILITY LINES ARE BEING INSTALLED IN EXISTING ROAD, CONTRACTOR WILL BE REQUIRED TO

OPEN CUT AND RESTORE ROAD.

39.FOR ALL PRESSURIZED UTILITY LINES THAT ARE TO REMAIN IN SERVICE IN THE AREAS OF DEMUCKING; THE CONTRACTOR SHALL BE REQUIRED TO INSTALL MECHANICAL RESTRAINTS ON ALL JOINTS. THE CONTRACTOR SHALL ALSO PROVIDE ALL REQUIRED SUPPORT AND PROTECTION OF THE UTILITY LINES TO MAINTAIN SERVICE TO ALL CUSTOMERS ON THESE SYSTEMS.

40.CONTRACTOR SHELL BE REQUIRED TO AS-BUILT ALL EXISTING WATER, RECLAIMED WATER AND SANITARY FACILITIES THAT

ARE REMAINING AND LOCATED WITHIN THE ROADWAY PROJECT LIMITS IN THE RIGHT OF WAY.

41. ALL SIDEWALKS SHOWN TO BE REPLACED SHALL COMPLIANT TO CURRENT ADA STANDARDS.

42. ALL SAMPLE POINT LOCATIONS SHALL BE IN ACCORDANCE WITH FDEP BACTERIOLOGICAL SAMPLING LOCATIONS REQUIREMENTS LISTED IN THE FDEP PERMIT. LOCATIONS AND ADDITIONAL SAMPLE POINTS MAY BE REQUIRED AND ARE DEPENDENT UPON CONTRACTORS SCHEDULE AND PROPOSED PHASING. ALL TESTING IS INCLUDED IN THE INSTALLATION OF THE WATER MAIN AND NO ADDITIONAL COST WILL BE ACCRUED FOR ANY ADDITIONAL BACTERIOLOGICAL TESTING THAT MAY

BE REQUIRED.

43. ASPHALT, ASPHALT MILLINGS OR RCA SHALL BE USED FOR TEMPORARY CONDITIONS FOR SIDEWALK.

44.DRIVEWAYS TO BE RESTORED TO NEAREST JOINT OR PROPERTY LINE.

45.KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT ANY PROPOSED WATER MAIN

TO ANY EXISTING WATER MAIN UNLESS CLEARED BY FDEP.

46.CONTRACTOR SHALL APPLY FOR AND SECURE ALL NECESSARY PERMITS FROM THE STATE, COUNTY AND LOCAL

JURISDICTIONS AS NECESSARY

47.CONTRACTOR TO RETURN ALL SPARE PART TO THE OCU RPR.

GENERAL NOTES

CONSTRUCTION ADMINISTRATION REQUEST (CAR) FORM

1. THE CONTRACTOR IS RESPONSIBLE TO SUBMIT A CAR TO THE OWNER'S REPRESENTATIVE FOR ANY INTERACTION

REQUIRING THE INVOLVEMENT OF THE OWNER'S OPERATIONAL STAFF INCLUDING BUT NOT LIMITED TO THE FOLLOWING EXAMPLES: EXISTING VALVE ACTUATION, PROCESS INTERRUPTIONS, EQUIPMENT OPERATION INTERRUPTION, POWER INTERRUPTION, FLOW DIVERSIONS, START-UPS, AND TRAINING. THE CONTRACTOR SHALL NOT HAVE CONTACT WITH THE OPERATIONS STAFF WITHOUT OWNER'S REPRESENTATIVE KNOWLEDGE. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE CONTRACTOR TO PROVIDE A CAR AT THEIR DISCRETION. UNLESS OTHERWISE NOTED BY THE OWNER'S REPRESENTATIVE, A CAR SHALL BE SUBMITTED A MINIMUM OF SEVEN (7) CALENDAR DAYS IN ADVANCE OF THE INTENDED OPERATION NOTED WITHIN THE CAR.

UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS, FOR ALL ACTIVITIES AFFECTING TREATMENT PROCESS OPERATION, A CAR SHALL BE SUBMITTED A MINIMUM OF THIRTY (30) DAYS IN ADVANCE OF SCHEDULED ACTIVITY. UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS, THE SCHEDULE FOR PERFORMING WORK WHICH WILL REQUIRE SHUTTING DOWN A CRITICAL PROCESS MUST BE COORDINATED WITH THE OWNER BY CAR SUBMITTAL A MINIMUM OF SIXTY (60) DAYS IN ADVANCE OF SCHEDULED ACTIVITY, AS DETERMINED BY THE

COUNTY.

2. ALL CARS SHALL BE SUBMITTED VIA SPECIFICATION 01340. “WEB-BASED CONTROLS”.

G300 J:\O28122\Civil\DWG - John Wycliffe RWM\_Current_Plan_Set\O28122_John Wycliffe - Cover Sheet & Details.dwg September 15, 2025

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

UTILITIES DEPARTMENT

© 2024 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

JOHN WYCLIFFE BOULEVARD

M

O

SS

P A

R K

R O

A D

G

RE

AT

CO

M M

IS

SI

O N

W

AY

2024 M icrosoft Corporation © 2023 M axar ©

CN

ES (2023) Distribution Airbus DS

TR

AN

SL

AT

IO

N

W

AY

IN

N

O

VATIO

N W

AY

FI

RE

M O

SS

L

N.

C

IN

D

ER

O

AK

W

AY

M O

SS

Y

O

AK

D R.

JOHN WYCLIFFE BOULEVARD

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 97479

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

B

ID

S E

T

CASIE OSHAUGHNESSEY BROWN, P.E.

P.E. LIC. # 75398

As Shown V. Marochkovich

C. Jacobus/ G. Moore

D. Mahler

EAST SERVICE AREA

JOHN WYCLIFFE BOULEVARD 20-INCH RECLAIMED WATER MAIN

AND RECLAIMED WATER STORAGE AND RE-PUMP EXPANSION

C100 C101 C102

C103 C104

C10

C106 C107 C108

C109

C110 C111

KEY SHEET

N

N

G400 J:\O28122\Civil\DWG - John Wycliffe RWM\_Current_Plan_Set\O28122_John Wycliffe - Cover Sheet & Details.dwg September 15, 2025

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

BID ITEM REFERENCE ID DESCRIPTION UNIT ESTIMATED

QUANTITIES

General Requirements

1 10.110.110 Mobilization, Demobilization, Bonds, and Permits (not to exceed 5% of the total of all bid items except bid items under section 10.1 General) LS 1

2 10.120.110 Preconstruction Audio-Video Documentation LS 1

3 10.130.110 Indemnification LS 1

4 10.140.110 Project Record Documents (a minimum of 1% of Total Project minus General Requirements) LS 1

5 10.150.110 Maintenance of Traffic LS 1

Site Work

6 11.110.110 Erosion and Sediment Control LS 1

7 11.120.110 Unsuitable Materials CY 3,876

8 11.130.110 Fill Dirt CY 3,876

9 11.140.110 Tree Removal / Replacement within ROW EA 5

10 11.220.110 Temporary Paving (Cold Mix Overlay) (Various Thickness) SY 209

11 11.230.110 Milling and Resurfacing SY 829

12 11.240.110 Road Crossing Pavement Restoration SY 209

13 11.240.111 Dirt Road Crossing Restoration SY 0

13 11.250.110 Concrete Pavement Replacement (4" thick) SY 6,940

14 11.251.112 Public Sidewalk ADA Curb Ramp Replacement EA 5

15 11.280.110 Concrete Curbing and/or Curb and Gutter Replacement LF 143

16 11.290.110 Sod Replacement SY 14,682

17 11.510.110 Abandon-in-Place Pipe (Various Sizes) LF 1,158

18 11.530.110 Remove Existing Pipe (Various Sizes) LF 2,471

Pressure Pipes

19 12.120.111 Furnish & Install DIP Reclaimed Water Main with Fittings and Restrained Joints (6" diameter) LF 15

12.120.112 Furnish & Install DIP Reclaimed Water Main with Fittings and Restrained Joints (8" diameter) LF 0

12.120.113 Furnish & Install DIP Reclaimed Water Main with Fittings and Restrained Joints (12" diameter) LF 0

20 12.120.115 Furnish & Install DIP Reclaimed Water Main with Fittings and Restrained Joints (20" diameter) LF 6,526

21 12.121.110 Support and Install DIP Reclaimed Water Main Under Existing Drainage EA 3

22 12.210.111 Furnish & Install Gate Valve with Box (6" diameter) EA 1

23 12.210.112 Furnish & Install Gate Valve with Box (8" diameter) EA 1

24 12.210.114 Furnish & Install Gate Valve with Box (12" diameter) EA 1

25 12.220.115 Furnish & Install Plug Valve with Box (16" diameter) EA 1

26 12.220.116 Furnish & Install Plug Valve with Box (20" diameter) EA 8

27 12.420.110 Cut-in Connection to Existing Reclaimed Water Main (6" diameter) EA 1

28 12.420.111 Cut-in Connection to Existing Reclaimed Water Main (8" diameter) EA 1

29 12.420.113 Cut-in Connection to Existing Reclaimed Water Main (12" diameter) EA 1

30 12.420.114 Cut-in Connection to Existing Reclaimed Water Main (16" diameter) EA 1

31 12.510.111 Furnish & Install Linestop Assembly (6" diameter) EA 3

32 12.510.112 Furnish & Install Linestop Assembly (8" diameter) EA 1

33 12.510.114 Furnish & Install Linestop Assembly (12" diameter) EA 0

33 12.510.115 Furnish & Install Linestop Assembly (16" diameter) EA 1

34 12.520.110 Furnish & Install Air Release Valve Assembly EA 4

35 12.820.115 Jack and Bore Installation of 36" Steel Casing Pipe and DIP Carrier Pipe – 20" Reclaimed Water Main LF 40

Wewahootee SRF Enhancement

36 15.110.110 Improvements at Wewahootee SRF LS 1

Sheet

C100 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111

1 1 1 1 1 53 42 34 56 24

246 124 210 249 53 42 34 56 24

580 643 652 353 669 718 660 578 736 615 686 50 1 2 2 16 38 22 10 57 1381 2363 2155 1175 1327 790 351 611 1100 1409 1445 575 78 22 50 266 230 173 211 128 412 556 393 31 390 339 307 43

505 585 593 615 605 609 600 565 600 505 520 224 1 1 1

2 3 1 1 1

2 1

2 2

20 20

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 97479

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

B

ID

S E

T

CASIE OSHAUGHNESSEY BROWN, P.E.

P.E. LIC. # 75398

As Shown V. Marochkovich

C. Jacobus/ G. Moore

D. Mahler

EAST SERVICE AREA

JOHN WYCLIFFE BOULEVARD 20-INCH RECLAIMED WATER MAIN

AND RECLAIMED WATER STORAGE AND RE-PUMP EXPANSION

SUMMARY OF PAY ITEMS

G500 J:\O28122\Civil\DWG - John Wycliffe RWM\_Current_Plan_Set\O28122_John Wycliffe - Cover Sheet & Details.dwg September 25, 2025

SUMMARY OF PAY ITEMS

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

NOTE:

DRAWING NO. :

OF

REV DATE DESCRIPTION

N/A

1 8

97479

T. Galloway

J. Bach

P. Katrek O28122_John Wycliffe - RWM.dwg

SCALE:

9150 CURRY FORD ROAD ORLANDO, FL. 32825

OCU FILE NO.:

APPROVED BY:

DRAWN BY:

CHECKED BY:

CADD FILE: SHEET:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

VICINITY MAP

PROJECT

AREA N

TOPOGRAPHIC SURVEY

FOR

AT

JOHN WYCLIFFE BOULEVARD

LYING IN

SECTION 10-TOWNSHIP 24 SOUTH-RANGE 31 EAST

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES DEPARTMENT

ENGINEERING DIVISION

SITE

Index of Sheets

EAST SERVICE AREA

JOHN WYCLIFFE BOULEVARD 20-INCH

RECLAIMED WATER MAIN AND RECLAIMED

WATER STORAGE AND RE-PUMP EXPANSION

Surveyor's Certification:

C 2025Date: 3/19/2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143www.cphcorp.com

Building Better Communities Together

Abbreviation Legend:

Sign Legend:

Symbol Legend:

Line Legend:

Survey Notes:

Reference Material

Project Description:

V-1.0

AutoCAD SHX Text

THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 8 OF 8.

AutoCAD SHX Text

ORANGE COUNTY UTILITIES DEPARTMENT ENGINEERING DIVISION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LEE

AutoCAD SHX Text

MANATEE

AutoCAD SHX Text

SARASOTA

AutoCAD SHX Text

CHARLOTTE

AutoCAD SHX Text

HARDEE

AutoCAD SHX Text

DE SOTO

AutoCAD SHX Text

MONROE

AutoCAD SHX Text

MIAMI-DADE

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

HENDRY

AutoCAD SHX Text

BROWARD

AutoCAD SHX Text

PALM BEACH

AutoCAD SHX Text

OKEECHOBEE

AutoCAD SHX Text

GLADES

AutoCAD SHX Text

ST. LUCIE

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

ST. JOHNS

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

OKALOOSA

AutoCAD SHX Text

ESCAMBIA

AutoCAD SHX Text

SANTA ROSA

AutoCAD SHX Text

CALHOUN

AutoCAD SHX Text

GULF

AutoCAD SHX Text

BAY

AutoCAD SHX Text

HOLMES

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

WALTON

AutoCAD SHX Text

HILLSBOROUGH

AutoCAD SHX Text

PASCO

AutoCAD SHX Text

HERNANDO

AutoCAD SHX Text

PINELLAS

AutoCAD SHX Text

CITRUS

AutoCAD SHX Text

LEVY

AutoCAD SHX Text

SUMTER

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

MARION

AutoCAD SHX Text

DIXIE

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

GADSDEN

AutoCAD SHX Text

WAKULLA

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

LIBERTY

AutoCAD SHX Text

TAYLOR

AutoCAD SHX Text

JEFFERSON

AutoCAD SHX Text

LEON

AutoCAD SHX Text

HAMILTON

AutoCAD SHX Text

ALACHUA

AutoCAD SHX Text

COLUMBIA

AutoCAD SHX Text

SUWANNEE

AutoCAD SHX Text

GILCHRIST

AutoCAD SHX Text

LAFAYETTE

AutoCAD SHX Text

BAKER

AutoCAD SHX Text

UNION

AutoCAD SHX Text

BRADFORD

AutoCAD SHX Text

DUVAL

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

PUTNAM

AutoCAD SHX Text

NASSAU

AutoCAD SHX Text

INDIAN

AutoCAD SHX Text

BREVARD

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

OSCEOLA

AutoCAD SHX Text

FLAGLER

AutoCAD SHX Text

SEMINOLE

AutoCAD SHX Text

VOLUSIA

AutoCAD SHX Text

POLK

AutoCAD SHX Text

HIGHLANDS

AutoCAD SHX Text

RIVER

AutoCAD SHX Text 1 COVER SHEET COVER SHEET 2 KEY MAP KEY MAP 3-8 TOPOGRAPHIC SURVEYTOPOGRAPHIC SURVEY

AutoCAD SHX Text I hereby certify that the attached "Topographic Survey" of the hereon-described property is true and correct to the best of my knowledge, information and belief as surveyed in the field on December 6, 2022. I further certify that this "Topographic Survey" meets the standards of practice set forth in Rule Chapter 5J-17 of the Florida Administrative Code, pursuant to FS 472.027.

AutoCAD SHX Text For the Firm By: __________________________

AutoCAD SHX Text Thomas J. Galloway Professional Surveyor and Mapper Florida Registration No. 6549

AutoCAD SHX Text

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

AutoCAD SHX Text MBX - MAILBOX - MAILBOX MES - MITERED END SECTION - MITERED END SECTION MH - MANHOLE - MANHOLE MLP - METAL LIGHT POLE - METAL LIGHT POLE MPH - MILES PER HOUR - MILES PER HOUR MPP - METAL POWER POLE - METAL POWER POLE N/A - NOT APPLICABLE - NOT APPLICABLE NAVD - NORTH AMERICAN VERTICAL DATUM - NORTH AMERICAN VERTICAL DATUM NAD - NORTH AMERICAN DATUM - NORTH AMERICAN DATUM NG - NATURAL GROUND - NATURAL GROUND NGS - NATIONAL GEODETIC SURVEY - NATIONAL GEODETIC SURVEY NGVD - NATIONAL GEODETIC VERTICAL DATUM - NATIONAL GEODETIC VERTICAL DATUM N & D - NAIL AND DISK - NAIL AND DISK NO. - NUMBER - NUMBER NR - NON-RADIAL - NON-RADIAL NSPS - NATIONAL SOCIETY OF - NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS NT - NON-TANGENT - NON-TANGENT NTS - NOT TO SCALE - NOT TO SCALE OD - OUTSIDE DIAMETER - OUTSIDE DIAMETER ORB - OFFICIAL RECORDS BOOK - OFFICIAL RECORDS BOOK OR - OFFICIAL RECORDS - OFFICIAL RECORDS OUL - OVERHEAD UTILITY LINES - OVERHEAD UTILITY LINES OTL - OVERHEAD TRAFFIC LINES - OVERHEAD TRAFFIC LINES (P) - PLAT - PLAT PB - PLAT BOOK - PLAT BOOK PC - POINT OF CURVATURE - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE - POINT OF COMPOUND CURVATURE PCP - PERMANENT CONTROL POINT - PERMANENT CONTROL POINT PFF - PROPOSED FINISHED FLOOR - PROPOSED FINISHED FLOOR PG - PAGE - PAGE PGS - PAGES - PAGES PI - POINT OF INTERSECTION - POINT OF INTERSECTION PIV - POST INDICATOR VALVE - POST INDICATOR VALVE PK - PARKER KAYLON - PARKER KAYLON POB - POINT OF BEGINNING - POINT OF BEGINNING POC - POINT OF COMMENCEMENT - POINT OF COMMENCEMENT POL - POINT ON LINE - POINT ON LINE PP - POWER POLE - POWER POLE PRC - POINT OF REVERSE CURVATURE - POINT OF REVERSE CURVATURE PRM - PERMANENT REFERENCE MONUMENT - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER - PROFESSIONAL SURVEYOR & MAPPER PT - POINT OF TANGENCY - POINT OF TANGENCY PVC - POLYVINYL CHLORIDE PIPE - POLYVINYL CHLORIDE PIPE PVMT - PAVEMENT - PAVEMENT R31E - RANGE 31 EAST - RANGE 31 EAST R - RADIUS - RADIUS RAD - RADIAL - RADIAL RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE REC - RECOVERED - RECOVERED REV - REVISION - REVISION RP - RADIUS POINT - RADIUS POINT R/W - RIGHT-OF-WAY - RIGHT-OF-WAY RLS - REGISTERED LAND SURVEYOR - REGISTERED LAND SURVEYOR RP - RADIUS POINT - RADIUS POINT RWL - UNDERGROUND RECLAIM WATER LINE - UNDERGROUND RECLAIM WATER LINE RWM - RECLAIMED WATER METER - RECLAIMED WATER METER SE - SPECIAL EASEMENT - SPECIAL EASEMENT SEC 10 - SECTION 10 - SECTION 10 SMH - SANITARY SEWER MANHOLE - SANITARY SEWER MANHOLE (SP) - STATE PLANE - STATE PLANE SQ - SQUARE - SQUARE SQ FT - SQUARE FEET - SQUARE FEET ST - STREET - STREET STMH - STORM DRAINAGE MANHOLE - STORM DRAINAGE MANHOLE S/W - SIDEWALK - SIDEWALK TB - TANGENT BEARING - TANGENT BEARING T24S - TOWNSHIP 24 SOUTH - TOWNSHIP 24 SOUTH TELE - TELEPHONE - TELEPHONE TL - OVERHEAD TRAFFIC SIGNAL LINES - OVERHEAD TRAFFIC SIGNAL LINES TOB - TOP OF BANK - TOP OF BANK TOE - TOE OF SLOPE - TOE OF SLOPE TR - TELEPHONE RISER - TELEPHONE RISER TRANS - TRANSFORMER - TRANSFORMER TSB - TRAFFIC SIGNAL BOX - TRAFFIC SIGNAL BOX TSSP - TRAFFIC SIGNAL SUPPORT POLE - TRAFFIC SIGNAL SUPPORT POLE TVL - UNDERGROUND CABLE TV LINES - UNDERGROUND CABLE TV LINES (TYP) - TYPICAL - TYPICAL UE - UTILITY EASEMENT - UTILITY EASEMENT UNK - UNKNOWN - UNKNOWN UTL - UNDERGROUND TELEPHONE LINES - UNDERGROUND TELEPHONE LINES W/ - WITH - WITH WIF - WROUGHT IRON FENCE - WROUGHT IRON FENCE WL - UNDERGROUND WATER LINE - UNDERGROUND WATER LINE WLP - WOOD LIGHT POLE - WOOD LIGHT POLE WM - WATER METER - WATER METER WP - WORK PROGRAM - WORK PROGRAM WPF - WOOD POST FENCE - WOOD POST FENCE WPP - WOOD POWER POLE - WOOD POWER POLE WV - WATER VALVE- WATER VALVE

AutoCAD SHX Text

NOT TO SCALE

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

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text 8.

AutoCAD SHX Text

AutoCAD SHX Text

WS

AutoCAD SHX Text

AutoCAD SHX Text

ARV

AutoCAD SHX Text

CTV

AutoCAD SHX Text

CO

AutoCAD SHX Text E

AutoCAD SHX Text

EO

AutoCAD SHX Text

GV

AutoCAD SHX Text

MW

AutoCAD SHX Text

RWM

AutoCAD SHX Text

RWV

AutoCAD SHX Text S

AutoCAD SHX Text

SV

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

WM

AutoCAD SHX Text

WV

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

PBX

AutoCAD SHX Text W

AutoCAD SHX Text

UNK

AutoCAD SHX Text

TJB

AutoCAD SHX Text

EJB

AutoCAD SHX Text

TSB

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text

UFO

AutoCAD SHX Text

UNK

AutoCAD SHX Text

GAS

AutoCAD SHX Text H2O

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OTL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text = 1 FOOT CONTOURS = 5 FOOT CONTOURS = ADJOINER PROPERTY LINES = BARBED WIRE FENCE = BROKEN LINE = BURIED CABLE = BURIED CABLE TELEVISION = BURIED ELECTRIC = BURIED FIBER OPTICS = BURIED GAS = BURIED RECLAIMED WATER LINE = BURIED SANITARY LINES = BURIED SANITARY SEWER FORCE MAIN LINE = BURIED TRAFFIC CONTROL = BURIED TELEPHONE LINE = BURIED WATER LINES = CENTER LINE R/W = CHAIN LINK FENCE = EASEMENT LINES (EXISTING) = EASEMENT LINES (PROPOSED) = EDGE OF WATER LINES = EXISTING DRAINAGE PIPES = EXISTING DRAINAGE PIPES (TERMINUS & ANGLE UNKNOWN) = FIRE WATER MAIN LINES = HOT WATER SUPPLY LINES = IRRIGATION LINES = OVERHEAD TRAFFIC LINES = OVERHEAD UTILITY LINES = RAILROAD TRACKS = RIGHT-OF-WAY LINES (APPROXIMATE) = SECTION LINES = STONE WALL LINES = TOP OF BANK LINES = TOE OF SLOPE LINES = TREE LINES = TRAVERSE LINES = UNKNOWN BURIED LINES = VINYL FENCE = WOOD FENCE = WETLAND LINE = ORANGE PAINT LINE = GREEN PAINT LINE = RED PAINT LINE = WHITE PAINT LINE = PURPLE PAINT LINE = BLUE PAINT LINE = YELLOW PAINT LINE

AutoCAD SHX Text

EM

AutoCAD SHX Text

UNK

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

TELE

AutoCAD SHX Text

ICV

AutoCAD SHX Text H2O

AutoCAD SHX Text C

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

PIV

AutoCAD SHX Text

FDC

AutoCAD SHX Text

SAN

AutoCAD SHX Text

RW

AutoCAD SHX Text

RW

AutoCAD SHX Text

JOHN

AutoCAD SHX Text

WYCL

AutoCAD SHX Text

IFFE

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

MOS

AutoCAD SHX Text

SY

AutoCAD SHX Text

OAK

AutoCAD SHX Text

DR

AutoCAD SHX Text

GREAT

AutoCAD SHX Text

COMM

AutoCAD SHX Text

ISSION

AutoCAD SHX Text

WAY

AutoCAD SHX Text

WEWAHOOTEE ROAD

AutoCAD SHX Text

MOSS

AutoCAD SHX Text

PARK

AutoCAD SHX Text

RD

AutoCAD SHX Text

1. COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS 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. 3. THIS SURVEY IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) THIS SURVEY IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) THE SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. THESE BENCHMARKS ARE BASED ON A CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF 0.056' WHICH MEETS THE ALLOWABLE CLOSURE OF 0.067'. THIS FIELDWORK WAS PERFORMED USING A TOPCON LEVEL MODEL # DL-502 AND REFERENCES THE FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) AND ALL VERTICAL INFORMATION INCLUDING SPOT ELEVATIONS, NOTATIONS AND THE CONTOUR LINES DERIVED THEREFROM ARE BASED ON AND MATCHED TO VERTICAL CONTROL BENCHMARKS SUPPLIED BY NGS DATA SHEETS PUBLISHED AT WWW.LABINS.ORG AND THE CITY OF ORLANDO AS FOLLOWS: a) DESIGNATION #Z 576, PID #DG6175, SURVEY DISK SET IN CONCRETE MONUMENT STAMPED "Z 576 2003" DESIGNATION #Z 576, PID #DG6175, SURVEY DISK SET IN CONCRETE MONUMENT STAMPED "Z 576 2003" (NAVD '88) ELEVATION = 77.05 b) NAME: BM 20-043, DISK SET ON CURB INLET STAMPED "BM 20-043 HOOT2" NAME: BM 20-043, DISK SET ON CURB INLET STAMPED "BM 20-043 HOOT2" (NAVD '88) ELEVATION = 79.531 SITE BENCHMARKS ARE AS SHOWN ON SURVEY SHEETS 3 THROUGH 8 OF 8. 4. THIS SURVEY IS NOT VALID WITHOUT SURVEY SHEETS 1 THROUGH 8 OF 8. THIS SURVEY IS NOT VALID WITHOUT SURVEY SHEETS 1 THROUGH 8 OF 8. 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS DECEMBER 6, 2022. THE LAST DAY FIELD WORK WAS PERFORMED WAS DECEMBER 6, 2022. 6. HORIZONTAL WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.05 (FT). THE EQUIPMENT USED TO VERIFY THE HORIZONTAL CONTROL ON THE SUBJECT SURVEY WAS A TOPCON GPS HIPER V. THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A RIEGL VMX-2HA MOBILE SCANNER AND A TOPCON GPS HIPER V. THIS INFORMATION IS BASED ON NAD 83 (2011) FLORIDA EAST ZONE. 7. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR. THIS IS NOT A BOUNDARY SURVEY. 8. FENCES AND WALLS EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; FENCES AND WALLS EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER SINGULAR OR JOINT WAS NOT DETERMINED BY THIS SURVEY. 9. VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.05 (FT)." 10. THE UNDERGROUND UTILITIES LABELED UE, UFO, UW, UG, URW, UNK, FM, UT AND UCTV DISPLAYED ON THE UNDERGROUND UTILITIES LABELED UE, UFO, UW, UG, URW, UNK, FM, UT AND UCTV DISPLAYED ON SURVEY SHEETS 3 THROUGH 8 ARE A RESULT OF AN ELECTRONIC FILE CREATED BY ECHO UTILITY ENGINEERING & SURVEY (400 SR 434, SUITE 1024, ORLANDO FL 32765, [888] 778-ECHO). 11. STATE PLANE INFORMATION SHOWN HEREON IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011) STATE PLANE INFORMATION SHOWN HEREON IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011) USING CONTROL POINTS FROM THE NGS DATA SHEETS PUBLISHED AT WWW.LABINS.ORG AND ARE AS FOLLOWS: FLORIDA EAST ZONE a) DESIGNATION # GIS 0206 KIRBY GREEN, PID #AK7287 = N 1,507,529.28 FEET, E 585,747.84 FEET DESIGNATION # GIS 0206 KIRBY GREEN, PID #AK7287 = N 1,507,529.28 FEET, E 585,747.84 FEET b) DESIGNATION # GIS 0150 JAMES GODWIN 1, PID #AK7135 = N 1,496,974.06 FEET, E 556,544.75 FEET DESIGNATION # GIS 0150 JAMES GODWIN 1, PID #AK7135 = N 1,496,974.06 FEET, E 556,544.75 FEET THE EQUIPMENT USED TO TRANSFER THE STATE PLANE INFORMATION FROM THE ABOVE REFERENCED CONTROL POINTS TO THE SUBJECT SURVEY WAS A TOPCON GPS HIPER V. 12. THE DISPLAYED LIMITS OF WETLANDS ARE BASED UPON THE FIELD LOCATION OF FLAGS OR STAKES SET BY THE DISPLAYED LIMITS OF WETLANDS ARE BASED UPON THE FIELD LOCATION OF FLAGS OR STAKES SET BY CPH ENVIRONMENTAL DEPARTMENT AND LOCATED BY THE SURVEYOR ON AUGUST 23, 2022. 13. DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE OBJECT SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. 14. CERTAIN INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE CERTAIN INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR AS NOTED OR DISPLAYED HEREON. 15. THE UNDERGROUND UTILITIES DEPICTED BY PIPE LINETYPES WERE PROVIDED BY NIETO WHITTAKER SURVEYING, THE UNDERGROUND UTILITIES DEPICTED BY PIPE LINETYPES WERE PROVIDED BY NIETO WHITTAKER SURVEYING, LLC AND AND ARE APPROXIMATE IN NATURE BASED UPON A VISUAL INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT LAMPED OR REMOTELY VIEWED FOR DIRECTION, OBSTRUCTIONS OR CONNECTIVITY. 16.