Draft-C-23-24_STA_Specs.pdf

W912EP21R00__

Jacksonville District

Comprehensive Everglades Restoration Plan, Indian River Lagoon - South C-23/24 Stormwater Treatment Area

St. Lucie County, Florida

Construction Solicitation and Specifications Volume 1 of 2

21 JUNE 2021 ATR

DRAFT

W912EP-21-R-00nn

Comprehensive Everglades Restoration Plan, Indian River Lagoon – South, C-23/24 Stormwater Treatment Area

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

CHRISTOPHER D. RALPH, P.E.

CHIEF, CIVIL SECTION

DESIGN BRANCH, ENGINEERING DIVISION

JASON A. ENGLE, P.E.

CHIEF, WATERWAYS BRANCH

ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOSYSTEMS BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

COMPREHENSIVE EVERGLADES RESTORATION PLAN,

INDIAN RIVER LAGOON - SOUTH,

C-23/24 STORMWATER TREATMENT AREA

ST LUCIE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 PROJECT INITIATION ACTIVITIES JOB $_______________

0002 S-425 SAG CULVERT JOB $_______________

0003 S-451 UNGATED CULVERTS JOB $_______________

0004 S-441 GATED CULVERTS JOB $_______________

0005 S-431A UNGATED CULVERT JOB $_______________

0006 S-431B UNGATED CULVERT JOB $_______________

0007 S-432A GATED BOX CULVERT JOB $_______________

0008 S-432B GATED BOX CULVERT JOB $_______________

0009 S-433A GATED BOX CULVERT JOB $_______________

0010 S-433B GATED BOX CULVERT JOB $_______________

0011 S-436A GATED BOX CULVERT JOB $_______________

0012 S-436B GATED BOX CULVERT JOB $_______________

0013 S-436C GATED BOX CULVERT JOB $_______________

0014 S-434A FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0015 S-434B FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0016 S-435A FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0017 S-435B FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0018 S-437A CULVERT WITH OPERABLE WEIR JOB $_______________

0019 S-437B CULVERT WITH OPERABLE WEIR JOB $_______________

0020 S-438A CULVERT WITH OPERABLE WEIR JOB $_______________

0021 S-438B CULVERT WITH OPERABLE WEIR JOB $_______________

0022 S-439A CULVERT WITH OPERABLE WEIR JOB $_______________

0023 S-439B CULVERT WITH OPERABLE WEIR JOB $_______________

0024 UTILITY CONNECTION AND REMOVAL JOB $_______________

0025 DEMOLITION JOB $_______________

0026 STOPLOGS JOB $_______________

0027 CONNECTION CANAL CUBIC YARD $____________ $_______________

0028 CLEARING, GRUBBING, AND STRIPPING SEPARATE ACRE $____________ $_______________

FROM PROJECT INITIATION ACTIVITIES

0029 CANAL EXCAVATION CUBIC YARD $____________ $_______________

0030 EMBANKMENT FOUNDATION EXCAVATION CUBIC YARD $____________ $_______________

0031 EMBANKMENT FILL CUBIC YARD $____________ $_______________

0032 BEDDING STONE, SEPARATE FROM STRUCTURES CUBIC YARD $____________ $_______________

W912EP-21-R-00__ 00010A-1

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

COMPREHENSIVE EVERGLADES RESTORATION PLAN,

INDIAN RIVER LAGOON - SOUTH,

C-23/24 STORMWATER TREATMENT AREA

ST LUCIE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0033 GEOTEXTILE, SEPARATE FROM STRUCTURES SQ FOOT $____________ $_______________

0034 SOD SQ YARD $____________ $_______________

0035 SEEDING SQ YARD $____________ $_______________

0036 UNACCEPTABLE FOUNDATION SOIL AND CUBIC YARD $____________ $_______________

DEBRIS EXCAVATION

0037 EXISTING IRRIGATION AND DRAINAGE LINEAR FOOT $____________ $_______________

CONDUITS EXPLORATION AND REMOVAL

0038 UNCLASSIFIED EXCAVATION CUBIC YARD $____________ $_______________

0039 TOPSOIL PLACEMENT CUBIC YARD $____________ $_______________

0040 RAIN GAGE EACH $____________ $_______________

0041 STILLING WELL EACH $____________ $_______________

0042 PARTNERING REGROUP EACH $____________ $_______________

0043 CONTRACTING OFFICER'S FIELD OFFICE MONTH $____________ $_______________

0044 ENDANGERED SPECIES MONITORING MONTH $____________ $_______________

0045 TURBIDITY MONITORING MONTH $____________ $_______________

0046 MONITORING WELLS JOB $_______________

TOTAL BASE (LINE ITEMS 0001 THROUGH 0046) $____________ $_______________

OPTION A

0047 TEMPORARY PUMP STATION JOB $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0047) $____________ $_______________

NOTES: (1) ALL OFFERS MUST BE FOR THE ENTIRE WORK AND MUST HAVE EACH BLANK SPACE COMPLETED.

W912EP-21-R-00__ 00010A-2

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) May 31, 2021, End of Day. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet.

The Solicitation Number is: W912EP21R00NN

The Bidder Inquiry Key is: XXXXXX-XXXXXX

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

W912EP21R00__

Jacksonville District

Comprehensive Everglades Restoration Plan, Indian River Lagoon South C-23/24 Stormwater Treatment Area

St. Lucie County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

ATR

CERP, Indian River Lagoon South C-23/24 Stormwater Treatment Area, St. Lucie County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE FILE)

00 33 50 WEATHER AND WATER STAGE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04 CONTRACTOR QUALITY CONTROL

01 45 08 GEOGRAPHIC INFORMATION SYSTEM DATA REQUIREMENTS - QUALITY

CONTROL AND QUALITY ASSURANCE DATA

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 78 02 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 23 PRECAST CONCRETE BUILDINGS

13 50 00 INSTRUMENTATION AND MONITORING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

PROJECT TABLE OF CONTENTS Page 1

W912EP21R00__ ATR

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 31 01 STRUCTURE REMOTE TERMINAL UNIT (RTU)

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 29 10 ELECTRIC MOTOR ACTUATOR FOR LIFT GATES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 10 00 CLEARING AND DEBRIS REMOVAL FOR CIVIL WORKS

31 11 00 CLEARING AND GRUBBING

31 23 13 SUBGRADE PREPARATION

31 23 24 CONTROLLED LOW STRENGTH MATERIAL (CLSM FLOWABLE FILL)

31 41 16 METAL SHEET PILING

31 52 10 DEWATERING AND COFFERDAM

31 62 13 PRESTRESSED CONCRETE PILES

31 62 20 ROUND TIMBER PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 LIMEROCK BASE FOR ROADS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 29 00 PLUGGING AND ABANDONMENT OF WELLS

33 40 00 STORM DRAINAGE UTILITIES

33 45 00 TEMPORARY PUMP STATION

33 51 39 MONITORING WELLS

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 STOPLOGS

35 20 16 SLIDE GATES AND ELECTRIC MOTOR ACTUATORS

35 31 19 STONE PROTECTION

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

35 42 01 CONSTRUCTION DATA REPORT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

DESIGNATION - LAG

PID - AA7671

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - SAINT JOHNS MARSH SOUTH (1970)

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: LAG

MARK LOGO: FL-111

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED LAWNOA

HISTORY - 19990914 GOOD FLDEP

STATION DESCRIPTION

DESCRIBED BY LAWSON NOBLE AND ASSOCIATES 1993 (GB)

TO REACH POINT, START AT THE INTERSECTION OF ORANGE AVENUE EXTENSION

(STATE ROAD 68) AND THE CENTERLINE OF MINUTE MAID ROAD. RUN WEST ON

ORANGE AVENUE EXTENSION APPROXIMATELY 1.2 MI (1.93 KM) TO THE CONTROL

MONUMENT. MONUMENT CAN BE FOUND 8 FT (2.44 M) NORTH OF THE NORTH EDGE

OF PAVEMENT OF ORANGE AVENUE, ALSO BEING 3.6 FT (1.10 M) SOUTH OF THE

GUARD RAIL RUNNING EAST AND WEST. THE POINT ALSO LIES BENEATH A POWER

LINE RUNNING NORTH AND SOUTH, HAVING A WOOD POWER POLE 70.5 FT (21.49

M) DIRECTLY TO THE SOUTH OF CONTROL STATION AND HAVING A METAL WITNESS

POST 5.2 FT (1.58 M) NORTH.

SET P.K. NAIL AND DISK LB3432 ON THE NORTH EDGE OF ORANGE AVENUE

EXTENSION WITH A MAGNETIC AZIMUTH OF 120 DEGREES AT A DISTANCE OF

21.82 FT (6.65 M) . ALSO SET P.K. NAIL AND DISK LB3432 ON THE NORTH

EDGE OF PAVEMENT OF ORANGE AVENUE EXTENSION WITH A MAGNETIC AZIMUTH OF

254 DEGREES, 24 MINUTES, 40 SECONDS, A DISTANCE OF 25.28 FT (7.71 M) .

ALSO SET P.K. NAIL AND DISK LB3432 ON THE NORTH EDGE OF PAVEMENT OF

ORANGE AVENUE EXTENSION WITH A MAGNETIC AZIMUTH OF 182 DEGREES, 25

MINUTES AT A DISTANCE OF 9.10 FT (2.77 M) .

STATION RECOVERY (1999)

RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)

THE STATION IS ABOUT 18.9 MI (30.4 KM) NORTHEAST OF OKEECHOBEE, 16.4

MI (26.4 KM) WEST OF FT PIERCE, ON COUNTY ROAD 68 (ORANGE AVENUE), IN

SECTION 12, TOWNSHIP 35 SOUTH, RANGE 37 EAST. TO REACH THE STATION

FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY

DRIVE) IN FORT PIERCE, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6 MI (1.0 KM)

TO THE JUNCTION OF COUNTY ROAD 68 WEST (ORANGE AVENUE), TURN RIGHT ON

COUNTY ROAD 68 (ORANGE AVENUE) AND GO WEST FOR 12.7 MI (20.4 KM) TO

THE JUNCTION OF SNEED ROAD (COUNTY ROAD 613) ON THE LEFT, CONTINUE

WEST ON COUNTY ROAD 68 (ORANGE AVENUE) FOR 3.15 MI (5.07 KM) TO THE

MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.3

FT (9.1 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18.3 CM) BELOW

THE LEVEL OF COUNTY ROAD 68. LOCATED 112.0 FT (34.1 M) NORTH OF AND

ACROSS COUNTY ROAD 68 FROM A POWER POLE, 70.5 FT (21.5 M) NORTH OF AND

ACROSS COUNTY ROAD 68 FROM A POWER POLE, 19.0 FT (5.8 M) NORTH OF THE

CENTERLINE OF COUNTY ROAD 68, 3.7 FT (1.1 M) SOUTH OF A CARSONITE

WITNESS POST, 3.5 FT (1.1 M) SOUTH OF A METAL GUARDRAIL AND 2.0 FT

(0.6 M) SOUTH OF A METAL WITNESS POST.

DESIGNATION - BOB

PID - AB2474

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - NORTH OF BLUEFIELD (1970)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4489323957(NAD 83)

MARKER: DH = HORIZONTAL CONTROL DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: BOB

MARK LOGO: FL-111

PROJECTION: FLUSH

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED FL-111

HISTORY - 19950208 GOOD SFLWMD

HISTORY - 20010922 GOOD FOST

STATION DESCRIPTION

DESCRIBED BY S FL WATER MGMT DIST 1995 (MEH)

RECOVERED AS DESCRIBED.

STATION RECOVERY (2001)

RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)

THE MONUMENT WAS RECOVERED AS DESCRIBED.

DESIGNATION - STL 7

PID - AF6665

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - NORTH OF BLUEFIELD (1970)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4306327830(NAD 83)

MARKER: DB = BENCH MARK DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: FCD BM STL-7 1976

MARK LOGO: FLDT

PROJECTION: FLUSH

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 14, 2002

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED FLDT

HISTORY - 1979 GOOD NGS

HISTORY - 20010520 GOOD EMCINC

HISTORY - 20020414 GOOD MAPTEC

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1979

16.4 MI WEST FROM FORT PIERCE.

16.4 MILES WEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF U. S.

HIGHWAY 1 IN FORT PIERCE, SET IN THE CENTER OF THE 4 LEGS OF A STATE

FOREST SERVICE LOOKOUT TOWER, 150 FEET NORTH OF THE CENTERLINE OF THE

HIGHWAY.

STATION RECOVERY (2001)

RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)

MARK RECOVERED IN GOOD CONDITION. NOTE-- THE

FOLLOWING CHANGES THE FOREST SERVICE LOOKOUT TOWER HAS BEEN REMOVED,

THE CONCRETE FOOTINGS REMAIN IN PLACE. THE MARK IS LOCATED 20.9

METERS (68.5 FEET) WEST OF THE NORTHWEST CORNER OF AN ABANDONED

WOOD FRAME HOUSE, 5.5 METERS (18.1 FEET) EAST OF A CARSONITE

WITNESS POST IN A NORTH-SOUTH FENCE, 5.7 METERS (18.7 FEET)

SOUTHWEST OF THE NORTHEAST CONCRETE FOOTING OF TOWER AND 2.8

METERS (9.2 FEET) NORTHEAST OF THE SOUTHWEST CONCRETE FOOTING

OF THE LOOKOUT TOWER.

TOWNSHIP 36 SOUTH, RANGE 38-E

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)

RECOVERED AS DESCRIBED

DESIGNATION - DUCK

PID - AF7699

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - FORT PIERCE NW (1983)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5893232099(NAD 83)

MARKER: F = FLANGE-ENCASED ROD

SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)

STAMPING: DUCK 1993

MARK LOGO: NGS

PROJECTION: RECESSED 1 CENTIMETERS

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002 ROD/PIPE-DEPTH: 14 meters SLEEVE-DEPTH : 1 meters

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED NGS

HISTORY - 19950214 GOOD SFLWMD

HISTORY - 20010524 GOOD EMCINC

HISTORY - 20020226 GOOD MAPTEC

HISTORY - 20020415 GOOD MAPTEC

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1993

THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHWEST OF PORT ST

LUCIE, 8.05 KM (5.00 MI) SOUTHWEST OF FORT PIERCE, 0.16 KM (0.10 MI)

WEST OF THE FLORIDA TURNPIKE 0.16 KM (0.10 MI) SOUTH OF STATE ROAD 70

IN THE NORTHEAST CORNER OF LUCIE COUNTY AND ALONG THE WEST SIDE OF

GORDY ROAD. OWNERSHIP--HIGHWAY RIGHT OF WAY.

TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 70 AND THE

FLORIDA TURNPIKE, GO WEST ON STATE ROAD 70 FOR 0.16 KM (0.10 MI) TO A

SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON GORDY ROAD 0.16 KM

(0.10 MI) TO THE STATION ON THE RIGHT.

LOCATED 92.7 M (304.1 FT) NORTH OF A PRIVATE DRIVEWAY (ADDRESS 3075

GORDY ROAD), 9.7 M (31.8 FT) EAST OF A POWER POLE WITH WITNESS POST,

6.8 M (22.3 FT) SOUTH OF A 35 MPH SIGN AND 5.2 M (17.1 FT) WEST OF

THE CENTERLINE OF GORDY ROAD.

STATION RECOVERY (1995)

RECOVERY NOTE BY S FL WATER MGMT DIST 1995 (MEH)

THE STATION IS LOCATED IN FORT PIERCE ON STATE ROAD 70 NEAR THE

FLORIDA TURNPIKE IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 39 EAST. TO

REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 70 (OKEECHOBEE

ROAD) AND STATE ROAD 713 (KINGS HIGHWAY) IN FORT PIERCE, GO SOUTHWEST

ON STATE ROAD 70 (OKEECHOBEE ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION

OF GORDY ROAD ON THE LEFT, TURN LEFT ON GORDY ROAD AND GO SOUTH FOR

0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. LOCATED 39.4 FT (12.0

M) SOUTH OF A METAL POST FOR A SPEED LIMIT SIGN, 31.6 FT (9.6 M) EAST

OF A CARSONITE WITNESS POST, 31.6 FT (9.6 M) EAST OF A POWER POLE,

17.1 FT (5.2 M) WEST OF THE APPROXIMATE CENTERLINE OF GORDY ROAD AND

9.6 FT (2.9 M) WEST OF THE WEST EDGE OF THE PAVEMENT. NOTE ACCESS TO

DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.

STATION RECOVERY (2001)

RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)

RECOVERED IN GOOD CONDITION. NOTE--DESCRIBED IN SEC 26, T-35

SOUTH, R-39-E.

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)

RECOVERED AS DESCRIBED

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)

RECOVERED AS DESCRIBED

DESIGNATION - Q 483

PID - AJ3249

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - FORT PIERCE NW (1983)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL513361(NAD 83)

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: Q 483 1999

MARK LOGO: FLDEP

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - 1999

HISTORY - Date Condition Report By

HISTORY - 1999 MONUMENTED FLDEP

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)

THE MARK IS ABOUT 27.0 MI (43.5 KM) NORTHEAST OF OKEECHOBEE, 10.0 MI

(16.1 KM) NORTHWEST OF FT PIERCE, ON GOODWIN ROAD, IN SECTION 12,

TOWNSHIP 35 SOUTH, RANGE 38 EAST, TO REACH THE MARK FROM THE JUNCTION

OF U.S. HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY DRIVE) IN FORT

PIERCE, GO NORTH OF U.S. HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE JUNCTION

OF AVENUE O ON THE LEFT, TURN LEFT ON AVENUE O AND GO WEST FOR 0.45 MI

(0.72 KM) TO THE INTERSECTION OF 13TH STREET, TURN RIGHT ON 13TH

STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING

THROUGH THE GATE GO WEST ON THE SOUTH SIDE OF CANAL 25 FOR 0.8 MI (1.3

KM) TO THE INTERSECTION OF 25TH STREET AND AVENUE T, CONITUE WEST ON

AVENUE T FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF ANGLE ROAD AND NORTH

53RD STREET, TURN RIGHT ON ANGLE ROAD AND GO WEST FOR 6.35 MI (10.22

KM) TO A 90 DEGREE TURN SOUTH AND THE INTERSECTION OF GOODWIN ROAD,

CONTINUE SOUTH ON GOODWIN ROAD FOR 1.6 MI (2.6 KM) TO THE INTERSECTION

OF COUNTY ROAD 68 (ORANGE AVENUE) AND THE MARK ON THE LEFT. THE MARK

CAN ALSO BE REACHED FROM THE JUNCTION OF U.S HIGHWAY 1 AND STATE ROAD

A1A (SEAWAY DRIVE) IN FORT PIERCE, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6

MI (1.0 KM) TO THE JUNCTION OF COUNTY ROAD 68 WEST (ORANGE AVENUE),

TURN RIGHT ON COUNTY ROAD 68 (ORANGE AVENUE) AND GO WEST FOR 9.6 MI

(15.4 KM) TO THE JUNCTION OF GOODWIN ROAD ON THE RIGHT AND THE MARK ON

THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE

GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 68. LOCATED

158.0 FT (48.2 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE

SUNLIGHT TRUCKING CO., 103.5 FT (31.5 M) EAST OF THE APPROXIMATE

CENTERLINE OF GOODWIN ROAD, 81.8 FT (24.9 M) EAST OF A POWER POLE WITH

A LIGHT ATTACHED, 61.5 FT (18.7 M) WEST OF A POWER POLE, 32.2 FT (9.8

M) NORTH OF THE CENTERLINE OF COUNTY ROAD 68 AND 1.8 FT (0.5 M) SOUTH

OF THE SOUTHWEST CORNER OF A 6.0 FT (1.8 M) TALL CHAINLINK FENCE.DRAFT

DESIGNATION - E 528

PID - AJ5656

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - FORT PIERCE NW (1983)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5217228632(NAD 83)

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: E 528 2001 CERP

MARK LOGO: USE

PROJECTION: RECESSED 15 CENTIMETERS

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 05, 2002

HISTORY - Date Condition Report By

HISTORY - 20010521 MONUMENTED EMCINC

HISTORY - 20020405 GOOD MAPTEC

STATION DESCRIPTION

DESCRIBED BY EMC INCORPORATED 2001 (CHP)

THE STATION IS LOCATED APPROXIMATELY 9.67 KILOMETERS (6.0 MILES)

SOUTHWEST OF FORT PIERCE, FLORIDA ON THE SOUTH SIDE STATE ROAD 70

AT THE EDGE OF THE RIGHT OF WAY AND APPROXIMATELY 49 METERS (161.0

FEET) EAST OF COUNTY ROAD 609A. THE MARK IS LOCATED ON THE FORT

PIERCE NORTHWEST QUAD SECTION 6, TOWNSHIP 36 SOUTH, RANGE 39 EAST.

OWNERSHIP FLDT.

TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND

STATE ROAD 70 IN FORT PIERCE, FLORIDA, GO 9.68 KILOMETERS (6.0 MILES)

WEST ON STATE ROAD 70 TO THE MARK ON LEFT, APPROXIMATELY 43

METERS (141 FEET) SOUTH OF CENTER OF STATE ROAD 70 AT THE EDGE OF

THE RIGHT OF WAY.

THE STATION IS LOCATED SOUTH 42.8 METERS (140.8 FEET) OF THE CENTER

OF COUNTY ROAD 609A (SHINN ROAD), SOUTHEAST 8.3 METERS (27.3 FEET)

OF POWER POLE, NORTHEAST 4.8 METERS (15.8 FEET) FROM FENCE CORNER,

NORTH 0.6 METERS (1.9 FEET) FROM A CARSONITE WITNESS POST IN FENCE

AND SOUTH 0.25 METERS (0.8 FEET) FROM A MAGNET BURIED 0.10 METERS

(0.3 FEET).

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)

RECOVERED AS DESCRIBED

PID Reference Object Distance Geod. Az | dddmmss.s |

AJ8595 TT 62 BBS 118.633 METERS 33226 |

DESIGNATION - H 528

PID - AJ5658

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - NORTH OF BLUEFIELD (1970)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4648727119(NAD 83)

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: H 528 2001 CERP

MARK LOGO: USE

PROJECTION: RECESSED 15 CENTIMETERS

MAGNETIC: O = OTHER; SEE DESCRIPTION

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 14, 2002

HISTORY - Date Condition Report By

HISTORY - 20010522 MONUMENTED EMCINC

HISTORY - 20020414 GOOD MAPTEC

STATION DESCRIPTION

DESCRIBED BY EMC INCORPORATED 2001 (CHP)

THE STATION IS LOCATED APPROXIMATELY 15.6 KILOMETERS (9.7 MILES)

SOUTHWEST OF FORT PIERCE, FLORIDA AT THE INTERSECTION OF STATE

ROAD 70 AND SNEED ROAD, COUNTY ROAD 613. LOCATED ON THE NORTH OF

BLUEFIELD QUAD ON SECTION LINE BETWEEN SECTION 9 AND 10, TOWNSHIP

36 SOUTH, RANGE 38 EAST.

OWNERSHIP FLDT.

TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND

STATE ROAD 70, GO SOUTHWEST ON STATE ROAD 70 AND SNEED ROAD TO

THE NORTH, AND THE MARK ON THE LEFT ON SOUTH RIGHT OF WAY OF

STATE ROAD 70 IN THE PROJECTED CENTER LINE OF SNEED ROAD, COUNTY

ROAD 613.

THE STATION IS 21.8 METERS (71.5 FEET) SOUTH OF THE CENTER OF STATE

ROAD 70 (TWO LANE ROAD), 7.3 METERS (24.7 FEET) SOUTHWEST OF A

TELEPHONE POLE NUMBER 404, 5.0 METERS (16.4 FEET) NORTH OF THE TOP

BANK OF A DITCH, 1.0 METER (3.3 FEET) NORTH OF A CARSONITE WITNESS

POST AND 0.25 METERS (0.8 FEET) SOUTH OF A MAGNET BURIED 0.10

METERS (0.3 FEET).

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)

RECOVERED AS DESCRIBED DRAFT

DESIGNATION - M 528

PID - AJ5681

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - JONES HAMMOCK (1970)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL3697226349(NAD 83)

MARKER: F = FLANGE-ENCASED ROD

SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: M 528 2001 CERP

MARK LOGO: NONE

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 14, 2002 ROD/PIPE-DEPTH: 24.3 meters

HISTORY - Date Condition Report By

HISTORY - 20010520 MONUMENTED EMCINC

HISTORY - 20020226 GOOD MAPTEC

HISTORY - 20020414 GOOD MAPTEC

STATION DESCRIPTION

DESCRIBED BY EMC INCORPORATED 2001 (CHP)

THE STATION IS LOCATED APPROXIMATELY 25.8 KILOMETERS (16.0 MILES)

SOUTHWEST OF FORT PIERCE, FLORIDA APPROXIMATELY 25.6 KILOMETERS

(15.9 MILES) NORTHEAST OF OKEECHOBEE, FLORIDA ON THE NORTH RIGHT

OF WAY ON STATE ROAD 70 AT THE ENTRANCE TO V BAR 2 RANCH.

LOCATED ON THE JONES HAMMOCK QUAD SECTION 10, TOWNSHIP 36 SOUTH,

RANGE 37 EAST.

OWNERSHIP FLDT.

TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND

STATE ROAD 70 GO SOUTHEAST ON STATE ROAD 70 FOR 25.80 KILOMETERS

(16.0 MILES) TO A PRIVATE ROAD NORTH TO V BAR 2 RANCH AND THE

MARK. THE MARK MAY ALSO BE REACHED FROM THE INTERSECTION OF U.S.

HIGHWAY 441 AND STATE ROAD 70 IN OKEECHOBEE, GO NORTHEAST ON

STATE ROAD 70 FOR 25.64 KILOMETERS (15.9 MILES) TO THE MARK ON THE

LEFT AT PRIVATE ROAD NORTH TO V BAR 2 RANCH.

THE STATION IS LOCATED 11.7 METERS (38.4 FEET) NORTH OF THE CENTER

OF STATE ROAD 70 (TWO LANE ROAD), 18.6 METERS (61.0 FEET) WEST OF THE

CENTER OF PRIVATE ROAD LEADING NORTH, 0.4 METERS (1.3 FEET) SOUTH

OF A FENCE CORNER AND 1.0 METER (3.3 FEET) EAST OF A CARSONITE

WITNESS POST.

THE MARK IS A STEEL ROD IN A 5 INCH LOGO COVER RECESSED 0.10 METERS

(0.3 FEET) BELOW GROUND. A MAGNET WAS PLACE INSIDE THE LOGO COVER.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)

RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES

FROM THE INTERSECTION OF I-95 AND SR 70 GO SOUTHWEST THEN FOLLOW

ORIGINAL DESCRIPTION.

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)

RECOVERED AS DESCRIBED

PID Reference Object Distance Geod. Az | dddmmss.s |

AF6670 U 356 417.908 METERS 0701022.4 |

DESIGNATION - HAWK

PID - AJ8590

STATE/COUNTY- FL/ST LUCIE

USGS QUAD - FORT PIERCE SW (1953)

U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL520240(NAD 83)

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: HAWK 2001

MARK LOGO: FL-111

PROJECTION: RECESSED 8 CENTIMETERS

MAGNETIC: O = OTHER; SEE DESCRIPTION

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - September 23, 2001

HISTORY - Date Condition Report By

HISTORY - 2001 MONUMENTED FL-111

HISTORY - 20010923 GOOD FOST

STATION DESCRIPTION

DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)

THE MONUMENT IS LOCATED 22.9 MILES (36.80 KM) NORTHEAST OF OKEECHOBEE,

FL. AND 11.5 MILES (18.50 KM)

SOUTHWEST OF FT. PIERCE, SECTION 19, TOWNSHIP 36 SOUTH, RANGE 39 EAST.

OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT.

TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND

COUNTY ROAD 609A (SHINN

ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1

AND STATE ROAD 70 IN FT. PIERCE FL.,

GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE

INTERSECTION OF SHINN ROAD AND COUNTY

ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.5 MILES (4.02 KM) ON

SCHINN ROAD TO THE MONUMENT

LOCATION, ON THE NORTHWEST CORNER OF BRIDGE NO. 940018 (THE NORTH SIDE

OF RIM DITCH). THE

MONUMENT IS 0.05 MILES (0.08 KM) NORTH OF THE JUNCTION OF SCHINN ROAD

AND C-24 CANAL ROAD

(JUNCTION ON THE SOUTH SIDE OF RIM DITCH).

THE MONUMENT IS 13.5 FEET (4.11 M) WEST OF THE CENTER OF BEND IN

GUARDRAIL, 3.5 FEET (1.07 M)

SOUTHEAST OF THE END OF GUARDRAIL, 9.0 FEET (2.74 M) NORTH OF THE WEST

POST OF A SIGN READING C-24

RIM DITCH SFLWMD PROTECTING OUR WATER RESOURCES, 15.5 FEET (4.72 M)

SOUTH OF THE CENTER OF A

DIRT ROAD RUNNING PARALLEL TO RIM DITCH, 27.5 FEET (8.38 M) WEST OF

THE CENTER OF SCHINN ROAD AND

3.0 FEET (0.91 M) NORTH OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS

BURIED NEARBY AT AN

UNSPECIFIED POSITION.

REFERENCE OBJECTS AZ. BACK DIREC.

(GEOD) (GRID)

(MAG)

BACK AZ GEOD. DIST.

(FT) (M)

GRID. DIST.

(FT) (M)

Nail W/Disk In Guard Rail 076 31.900 Nail W/Disk In Edge PVMT 095 35.540 Nail W/Disk In Wood Pole 167 61.980

DESCRIPTION

To reach the mark, begin at the intersection of S.R. 70 and the Florida Turnpke in Ft. Pierce, FL. Go west on S.R. 70 for 6.8 miles to a North/South running canal and C.R. 609 (Header Canal Rd.), turn right and go north on C.R. 609 for 2.1 miles to an East/West running canal (canal goes under C.R. 609) and the mark on the left.

The mark is a USACE Brass Disk, set approximately 0.3 feet below ground level in a 6 inch P.V.C. pipe filled with concrete. The mark is 33 feet south of the East/West canal centerline and 42 feet West of the C.R. 609 centerline.

DESCRIPTION RECORDED BY PROJECT DATE DESCRIBED (yyyy-mm-dd) FIELDBOOK

Denis Riordan - FSI IRLS 2004-10-23

SKETCH/PHOTOGRAPH (INSERT FROM FILE, SCANNER OR CAMERA)

STATE COUNTY TYPE OF MARK STATION STAMPING

Florida St. Lucie Disk In Concrete Monument IRLS-1 IRLS-1 2004 JAX DIST

SURVEY NUMBER (XX-XXX) AGENCY ELEVATION (FT) (M) VERTICAL DATUM

04-059 USACE NAVD88

LATITUDE (dd mm ss.sssss) LONGITUDE (ddd mm ss.sssss) HORIZONTAL ORDER HORIZONTAL DATUM

Third NAD83(99)

CONVERGENCE ANGLE

(-) (+) Choose One

SCALE FACTOR COMBINED SCALE

FACTOR

AE FIRM

FSI

(X) (Y) (FT) (M) (X) (Y) (FT) (M) GRID AND ZONE DATE SET (yyyy-mm-dd)

0901 FL-EAST 2004-10-23

(MAG)

BACK AZ GEOD. DIST.

(FT) (M)

GRID. DIST.

(FT) (M)

Nail W/Disk In Edge Pvmt 098 20.700 Nail W/Disk In Guard Rail 139 20.920 South Gate Post 312 34.020

DESCRIPTION

To reach the mark, begin at the intersection of S.R. 70 and the Florida Turnpke in Ft. Pierce, FL. Go west on S.R. 70 for 6.8 miles to a North/South running canal and C.R. 609 (Header Canal Rd.), turn right and go North on C.R. 609 for 0.6 miles to a major high voltage transmission line, and the mark on the left.

The mark is a USACE Brass Disk, set approx. 0.3 feet below ground level in a 6 inch P.V.C. pipe filled with concrete. The mark is 39 feet North of the centerline of a canal crossing under C.R. 609, and 30 feet West of the C.R. 609 centerline.

DESCRIPTION RECORDED BY PROJECT DATE DESCRIBED (yyyy-mm-dd) FIELDBOOK

Denis Riordan - FSI IRLS 2004-10-23

SKETCH/PHOTOGRAPH (INSERT FROM FILE, SCANNER OR CAMERA)

STATE COUNTY TYPE OF MARK STATION STAMPING

Florida St. Lucie Disk In Concrete Monument IRLS-2 IRLS-2 2004 JAX DIST

SURVEY NUMBER (XX-XXX) AGENCY ELEVATION (FT) (M) VERTICAL DATUM

04-059 USACE NAVD88

LATITUDE (dd mm ss.sssss) LONGITUDE (ddd mm ss.sssss) HORIZONTAL ORDER HORIZONTAL DATUM

Third NAD83(99)

CONVERGENCE ANGLE

(-) (+) Choose One

SCALE FACTOR COMBINED SCALE

FACTOR

AE FIRM

FSI

(X) (Y) (FT) (M) (X) (Y) (FT) (M) GRID AND ZONE DATE SET (yyyy-mm-dd)

(MAG)

BACK AZ GEOD. DIST.

(FT) (M)

GRID. DIST.

(FT) (M)

Nail W/Disk West Edg Pvmt 094 10.530 Nail W/Disk In Wood Pole 120 59.820 Nail W/Disk In Wood Polet 211 29.200

DESCRIPTION

To reach the mark, begin at the intersection of S.R. 70 and C.R. 613 (Sneed Road). Go approimately 8.8 miles west on S.R. 70 from the Florida Turnpike in St. Lucie County, FL, go North on C.R. 613 for 1.0 mile to an electric pole brace wire that goes over C.R. 613 and the mark on the left (300 feet South of an East/West running high voltage transmission line).

The mark is a USACE Brass Disk, set approx. 0.3 feet below ground level in a 6 inch P.V.C. pipe filled with concrete. The mark is 20 feet West of the C.R. 613 centerline.

DESCRIPTION RECORDED BY PROJECT DATE DESCRIBED (yyyy-mm-dd) FIELDBOOK

Denis Riordan - FSI IRLS 2004-10-23

SKETCH/PHOTOGRAPH (INSERT FROM FILE, SCANNER OR CAMERA)

STATE COUNTY TYPE OF MARK STATION STAMPING

Florida St. Lucie Disk In Concrete Monument IRLS-3 IRLS-3 2004 JAX DIST

SURVEY NUMBER (XX-XXX) AGENCY ELEVATION (FT) (M) VERTICAL DATUM

04-059 USACE NAVD88

LATITUDE (dd mm ss.sssss) LONGITUDE (ddd mm ss.sssss) HORIZONTAL ORDER HORIZONTAL DATUM

Third NAD83(99)

CONVERGENCE ANGLE

(-) (+) Choose One

SCALE FACTOR COMBINED SCALE

FACTOR

AE FIRM

FSI

(X) (Y) (FT) (M) (X) (Y) (FT) (M) GRID AND ZONE DATE SET (yyyy-mm-dd)

(MAG)

BACK AZ GEOD. DIST.

(FT) (M)

GRID. DIST.

(FT) (M)

Iron Rod W/Cap(LB5776) 104 74.190 Iron Rod W/Cap(LB5776) 190 11.740 Iron Rod W/Cap(LB5776) 266 57.690

DESCRIPTION

To reach the mark, begin at the intersection of S.R. 70 and C.R. 613 (Sneed Road). Approimately 8.8 miles west of the Florida Turnpike in St. Lucie County, FL, go north on C.R. 613 for 1.8 miles to a fenced equipment shed and fuel tanks on the the right, turn right and go east through the citrus groves for 0.5 mile to a canal and a lone, 40 foot high cypress tree, turn left (on the west side of the canal) and go north for 0.25 mile to a canal cross-over and Flume Road (Flume Road is a 2-rut dirt road and is not open to the public), turn left and go west on Flume Road for 75 feet to the mark on the right.

The mark is a USACE Brass Disk, set approx. 0.3 feet above ground level in a 6 inch P.V.C. pipe filled with concrete. The mark is 12 feet North of the apparent centerline of Flume Road.

DESCRIPTION RECORDED BY PROJECT DATE DESCRIBED (yyyy-mm-dd) FIELDBOOK

Denis Riordan - FSI IRLS 2004-10-23

SKETCH/PHOTOGRAPH (INSERT FROM FILE, SCANNER OR CAMERA)

STATE COUNTY TYPE OF MARK STATION STAMPING

Florida St. Lucie Disk In Concrete Monument IRLS-4 IRLS-4 2004 JAX DIST

SURVEY NUMBER (XX-XXX) AGENCY ELEVATION (FT) (M) VERTICAL DATUM

04-059 USACE NAVD88

LATITUDE (dd mm ss.sssss) LONGITUDE (ddd mm ss.sssss) HORIZONTAL ORDER HORIZONTAL DATUM

Third NAD83(99)

CONVERGENCE ANGLE

(-) (+) Choose One

SCALE FACTOR COMBINED SCALE

FACTOR

AE FIRM

FSI

(X) (Y) (FT) (M) (X) (Y) (FT) (M) GRID AND ZONE DATE SET (yyyy-mm-dd)

SECTION 00 33 50

WEATHER AND WATER STAGE DATA

COMPREHENSIVE EVERGLADES

RESTORATION PLAN,

INDIAN RIVER LAGOON - SOUTH,

C-23/24 STORMWATER TREATMENT

AREA,

COMPREHENSIVE EVERGLADES RESTORATION PLAN,

Indian River Lagoon – South C-23/24 Stormwater Treatment Area St. Lucie County, Florida

Section 00 33 50

1. The below-stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract-related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans. All elevations in this section are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

2. The C-23/24 Stormwater Treatment Area (STA) Project is located in St.

Lucie County adjacent to and east of the C-24 canal within the northwestern portion of the C-24 drainage basin. The C-23/24 STA is approximately 1 mile north of Okeechobee Road (SR 70) bounded by C-24 on the west and County Road 609 to the east. A mix of wetlands, agricultural and livestock grazing lands that have sparsely distributed residents along the northern and southern boundaries.

3. Water levels in the project area are mainly affected by local runoff, rainfall, evaporation, groundwater levels, and C-24 and C-71 water levels.

Water levels in the C-24 are controlled by the spillway Structure 49 (S-49) (operated by SFWMD) which is approximately 17 miles southeast (downstream) from the location of the Project. The C-24 receives water from the C-23 and C-25 thru structures G-79 and G-81, respectively. Water levels in the C-71 are controlled by the Fittings Road Structure and the Gordy Road Structure, both operated by the North St. Lucie River Water Control District (NSLRWCD).

The Fittings Structure is located in the C-71 just west of Okeechobee Road (SR 70) and approximately 2 miles east of the location of the Project. The Gordy Road Structure is in Ten Mile Creek approximately 7 miles east of the location of the Project.

4. Structure 49 (S-49) is a reinforced concrete, gated spillway with release controlled by two stem operated vertical lift gates. S-49 is located in the C-24, 2400 feet west of the Sunshine Parkway. The purpose of this structure is to maintain desirable stages upstream in C-24. S-49 has two operating ranges in which to maintain the headwater (HW) elevation. The operating ranges vary seasonally. In the wet season (normally May 15 to October 15) the operating range is from 18.5 to 20.2 feet, NGVD. In the dry season (normally October 15 to May 15) the operating range is from 19.5 to

21.2 feet, NGVD. S-49 passes the design flood (100 percent of the Standard Project Flood) without exceeding upstream flood design stage and restricts downstream flood stages as well as discharge velocities to non-damaging levels.

5. The Gordy Road Control Structure, also known as S-71-1, is a 4-bay radial gate spillway operated by NSLRWCD. The structure is located in Tenmile Creek just west of the Florida Turnpike. The outside gates are two 18-foot wide radial gates, with a crest elevation of 9.3 feet, NGVD and inverts of the gates are at elevation 3.0 feet, NGVD. The inside gates are two 18-foot wide radial gates, with a crest elevation of 10.0 feet, NGVD and inverts of the gates are also at elevation 3.0 feet, NGVD. The Gordy Road Control Structure is the easternmost water control structure. This structure is generally operated to maintain an upstream pool elevation range from 9.5 feet, NGVD to 10.5 feet, NGVD. Additional operating details for this structure and other pertinent structures operated by NSLRWCD can be found by contacting the NSLRWCD office at (772)-461-5050.

Section 00 33 50

6. The Fittings Structure is located in the C-71 Canal just west of Okeechobee Road (SR 70) and approximately 2 miles east(downstream) of the location of the Project. This spillway that is the primary drainage structure for NSLRWCD located in the C-71. This structure is operated by NSLRWCD. The Fittings structure is generally managed to maintain an upstream pool elevation of 17.4 ft NGVD in the dry season and 14.0 ft NGVD in the wet season. Additional operating details for this structure and other pertinent structures operated by NSLRWCD can be found by contacting the NSLRWCD office at (772)-461-5050.

7. Structure G-81 is located under Orange Avenue at the drainage divide between C-24 and C-25 approximately 4 miles north (upstream) of the location of the Project. The structure is a two concrete box culvert with gates controlled manually by SFWMD. The purpose of this structure is to provide flexibility in the operation of C-24 and C-25, by allowing water to be transferred from one basin to another as conditions warrant.

8. Structure G-79 is located at the junction of C-23 and C-24 approximately

3.5 miles south (upstream) of the location of the Project. This structure is used to transfer water from C-23 to C-24 when the western portion of the former basin is well in excess of optimum and the C-24 basin has capacity to spare. It is also used during dry periods when the C-23 basin has ample water and the C-24 and/or C-25 basins are deficient.

9. Historical S-49 HW elevations for the period of record from January 1, 2003 to May 5, 2020, are provided in Figure 1. A maximum elevation of 21.31 feet, NGVD was recorded on January 26, 2010.

10. Historical G-81 TW elevations for the period of record from January 1, 2003 to May 5, 2020, are provided in Figure 2. A maximum elevation of 21.81 feet, NGVD was recorded on August 20, 2008.

11. Historical G-79 TW elevations for the period of record from January 1, 2003 to May 5, 2020, are provided in Figure 3. A maximum elevation of 21.58 feet, NGVD was recorded on August 20, 2008.

12. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data – Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area. Subscription price and ordering information is available from the National Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http://www.ncdc.noaa.gov/.

13. The climate in the project area is subtropical and humid. The project area is subject to tropical storms and hurricanes from June through November and to windy and/or rainy weather during any time of the year. Temperatures below freezing are rare. May is generally a transitional month in which storms that typically occur in June through September may begin. The typical rainfall of October through May is associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. Typical June through September rainfall is closely associated with convective activity. These rainfall events are normally of short duration and amounts are quite variable spatially. Occasionally, daily rainfall http://www.ncdc.noaa.gov/ during the typical rainfalls of October through May could be quite heavy as mid-latitude systems penetrate into Florida. Weather forecasts as well as actual rainfall information from the National Weather Service Miami-South Florida Forecast Office can be accessed at: http://www.weather.gov/mfl/. The contractor may also obtain hydrometeorological data from the Jacksonville District, Water Management Section’s website, which can be found at:

https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ and the South Florida Water Management District’s (SFWMD) website which can be found at: https://www.sfwmd.gov

14. Temporary deviations from the water management operating criteria for S-49, G-79, G-81, Fittings Structure, and Gordy Road Structure can be conducted from time to time. It is possible that historic water levels, historic discharges, and design discharges will be exceeded from time to time. Historical hydrometeorological data is not necessarily indicative of future conditions. The contractor should not expect that water levels and/or flows will be manipulated for the contractor.

The contractor shall not attempt to operate any of the existing water management structures mentioned in this Section 00 33 50.

15. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON 5-DAY WORK WEEK

The average number of days in each calendar month with precipitation greater than, or equal to 0.50 inches is provided for the project area in the following table. This information is based on data obtained from station Ft Pierce Station, located at latitude 22.4417 and longitude -80.3508. The data were obtained from Climatography of the United States No. 20 Monthly Station Climate Summaries for Florida, published by the National Climatic Data Center, NOAA, for the period of record 1981-2010. The values in the table have been rounded to the nearest whole number.

Average Number of Days Per Month With

Precipitation >= 0.50 Inches

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Ft Pierce Station

1 DRAFT

http://www.weather.gov/mfl/ https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.sfwmd.gov/

FIGURE 1: S-49 Headwater Elevation

FIGURE 2: G-81 Tailwater Elevation

FIGURE 3: G-79 Tailwater Elevation

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base

1.2.1.1.1 Phase 1

1.2.1.1.2 Phase 2

1.2.1.1.3 Phase 3

1.2.1.2 Option A

1.2.1.3 Order of Work

1.2.1.3.1 FPL Access and Order of Work

1.2.2 Location

1.2.3 Permit Information

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

1.2.5.1 Vehicle Access

1.2.5.2 Project Site Dewatering Design

1.2.5.3 Site Features

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

1.12 UNITS OF MEASURE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Comprehensive Everglades Restoration Program, Indian River Lagoon - South, C-23/24 Stormwater Treatment Area, IRL-S, St. Lucie County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base

The work includes construction of a stormwater treatment area consisting of two contiguous cells (about 410 acres) west of County Road (CR) 613, and three contiguous cells (about 1,560 acres) east of CR 613. Cells are parallel, flowing west to east, and consist of about 18,400 feet of perimeter levee and about 3,700 feet of cell division levee west of CR 613, and about 35,500 feet of perimeter levee and 2 cell division levees of about 12,200 and 9,500 feet east of CR 613. Collection and distribution channels run along the east and west ends of each cell.

Work includes construction of one 2-barrel ungated culvert structure (8 feet diameter culverts) under CR 613; one 3-barrel gated culvert structure (5 feet diameter culverts) under CR 609; five gated 8 feet x 6 feet box culverts for release into cells; two ungated 5 feet diameter culverts for boundary seepage return; four ungated 3 feet diameter culverts with weirs for runoff relief; two gated 8 feet x 6 feet box culverts for release from cells; six 5 feet diameter culverts with operable weirs for release from cells; and one 7 feet diameter sag culvert under the C-24 canal.

Work includes construction of site access from CR 613 and modification of CR 609 and CR 613 roadway drainage (swales and detention features).

There is South Florida Water Management District (SFWMD) owned property east of CR 613 and north of the contiguous cells that can be used for staging.

Work is divided into phases as follows:

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1.2.1.1.1 Phase 1

The work includes construction of the S-425 Sag Culvert and project initiation activities. The work includes all required site demolition to construct S-425 Sag Culvert. As identified in the plans, a portion of the S-425 Sag Culvert installation must be performed in the wet. This must be completed without plugging the C-24 canal and impeding conveyance.

1.2.1.1.2 Phase 2

The work includes construction of the Connection Canal connecting the North St. Lucie River Water Control District (NSLRWCD) C-70 canal to the NSLRWCD C-69 canal.

1.2.1.1.3 Phase 3

The work includes construction of the two contiguous cells (about 410 acres) west of CR 613, referred to as Cells 1 and 2, including associated structures: S-431A Ungated Culvert, S-431B Ungated Culvert, S-432A Gated Box Culvert, S-432B Gated Box Culvert, S-433A Gated Box Culvert, S-433B Gated Box Culvert, S-434A Fixed Weir Drop Structure and Culvert, S-434B Fixed Weir Drop Structure and Culvert, and S-451 Ungated Culverts. The work includes construction of the three contiguous cells (about 1,560 acres) east of CR 613, referred to as Cells 3, 4, and 5, including associated structures: S-435A Fixed Weir Drop Structure and Culvert, S-435B Fixed Weir Drop Structure and Culvert, S-436A Gated Box Culvert, S-436B Gated Box Culvert, S-436C Gated Box Culvert, S-437A Culvert With Operable Weir, S-437B Culvert With Operable Weir, S-438A Culvert With Operable Weir, S-438B Culvert With Operable Weir, S-439A Culvert With Operable Weir, S-439B Culvert With Operable Weir, and S-441 Gated Culverts.

In addition, the work includes modification of CR 613 and CR 609 roadway drainage.

1.2.1.2 Option A

The work includes installation of a temporary pump station. The temporary pump station centerline will be located east of the C-24 canal, approximately 150 feet north of the S-425 Sag Culvert. The temporary pump station will be turned over to the South Florida Water Management District for operation following construction completion.

1.2.1.3 Order of Work

The Contractor will receive a separate Notice to Proceed (NTP) for each Base Phase and Option A. The first NTP will be to construct Base Phase

1. The Government anticipates issuing subsequent NTPs prior to completion of Base Phase 1. The subsequent NTPs may be issued in any order. Due to the drainage provided by the Base Phase 2 Connection Canal, Base Phase 2 must be completed prior to constructing the Base Phase 3 features associated with Cells 3, 4, and 5.

1.2.1.3.1 FPL Access and Order of Work

To support FPL access to existing infrastructure, the Contractor must complete work on the following structures crossing the FPL easement one at a time: S-425 Sag Culvert, S-434A Fixed Weir Drop Structure and Culvert, and S-434B Fixed Weir Drop Structure and Culvert. Since construction of these structures is expected to limit and/or close the current FPL access

SECTION 01 11 00 Page 4 at these structure locations, the Contractor must complete construction for one structure location before access is closed for construction of a subsequent structure location.

1.2.2 Location

Locat…