Coral Springs Improvement District

Agenda February 27, 2023

Coral Springs Improvement District
Est. 1970

February 20, 2023

Board of Supervisors
Coral Springs Improvement District Dear Board Members:
The regular meeting of the Board of Supervisors of the Coral Springs Improvement District will be held Monday, February 27, 2023, at 4:00 p.m. at the District Offices, 10300 NW 11th Manor, Coral Springs, Florida. Following is the advance agenda for the meeting.

Call to Order
Approval of the Minutes of the January 23, 2023 Meeting
Audience Comments
Financials for January 2023
Consideration of Bridge at Cypress Hammock/Orchid Park
Consideration of Encroachment Agreement – 11900 NW 11 Court
Consideration to Declare Equipment Surplus so Staff Can Take the Necessary Actions to Dispose of Items
Consideration of a Request by Staff to Piggyback on Contract WH-22 Annual Supply for Brass Fittings and Accessories between Fortiline Waterworks and the City of Boynton Beach, Including any Extensions
Consideration of Work Authorizations
Amendment #1 to Work Authorization 208 for WWTP Headworks Concrete Crack Repair for a Decrease of $23,664
Work Authorization #207 for DIW MIT Testing for a Total Cost of $252,704
Work Authorization #204 for High Service Pump Building Valve Replacement for a total Cost of $317,760
Engineer’s Report
Staff Reports
Manager – Ken Cassel
Presentation to the City of Coral Springs
Department Reports
Operations – David McIntosh
Utilities Update – Joe Stephens
Utility Billing Customer Service Report – Osmanny Larzabal (Report Provided)
Water – Christian McShea (Report Provided)
Wastewater – Tom Kedrierski (Report Provided)
Stormwater – Shawn Frankenhauser (Report Provided)
Field – Curt Dwiggins (Report Provided)
Maintenance Report – Pedro Vasquez (Report Provided)
Procurement Report – Danielle Keira-Cancel

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Agenda Board Letter February 27, 2023
Page 2

Human Resources – Jan Zilmer
Motion to Accept Department Reports
Attorney
Supervisors’ Requests
Adjournment

Agenda Page 3

Any supporting documents not included in the agenda package will be distributed at the meeting. If you have any questions prior to the meeting, please contact me.

Sincerely,

Kenneth Cassel/sd District Manager

cc:	District Staff
Terry Lewis Seth Behn Rick Olson Beverley Servé Stephen Bloom

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Second Order of Business

MINUTES OF MEETING CORAL SPRINGS IMPROVEMENT DISTRICT

The regular meeting of the Board of Supervisors of the Coral Springs Improvement District was held Monday, January 23, 2023, at 4:02 p.m. at the District Office at 10300 NW 11th Manor, Coral Springs, Florida.

Present and constituting a quorum were:

Martin Shank	President
Len Okyn	Vice President
Chuck Sierra	Secretary

Also present were:

Ken Cassel	District Manager
Seth Behn	District Attorney
David McIntosh	Director of Operations
Joe Stephens	Director of Utilities
Jan Zilmer	Human Resources
Sue Beyer	Director of Finance and Accounting
Rick Olson	District Engineer
Curt Dwiggins	Field Department (Via Teams)
Shawn Frankenhauser	Stormwater Department (Via Teams)
Roger Dunbar	Water Department (Via Teams)
Tom Kedrierski	Wastewater Department (Via Teams)
Miguel Alvarez	Maintenance Department (Via Teams)
Osmanny Larzabal	Utility Billing and Customer Service
Marc Grace	Keefe McCullough
Isabel Szendrey	E Source (Via Teams) Residents

The following is a summary of the discussions and actions taken.

FIRST ORDER OF BUSINESS	Call to Order
Mr. Cassel called the meeting to order at 4:02 p.m. and called the roll.

SECOND ORDER OF BUSINESS	Approval	of	the	Minutes	of	the
December 19, 2022 Meeting

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the minutes of the December 19, 2022 meeting were approved.

THIRD ORDER OF BUSINESS	Audience Comments
Ms. Molski thanked the District for the great job they do on their water quality. She addressed the tree removal project of which she had some questions. Are only threatening trees being removed? Where is the money coming from? Is the flooding caused by previous hurricanes caused by trees falling in the canals?
Dr. Shank responded there are several trees along the canal banks that will go down partially into the canals during a storm event. It cost the District over $4 Million to remove the trees that fell into the canals after Hurricane Wilma. The plan is to remove the trees that can potentially fall into the canals. The homeowners will be provided the option to keep some trees but will be responsible for any costs.
She addressed planting bushes 10 feet from the canal line to prevent fertilizer and pesticides from entering the canal. It was explained they cannot plant on the District’s right-of-way.

FOURTH ORDER OF BUSINESS	Acceptance of Financial Audit for Fiscal
Year 2022
Mr. Grace provided an overview of the Fiscal Year 2022 financial audit.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the financial audit for Fiscal Year 2022 was accepted.

SIXTH ORDER OF BUSINESS	Consideration of a Request by Staff to
Approve the Remaining Work on the Coral Springs Master Plan Proposal by Water Source Optimization, Inc. (In December 2021 the Board approved the leak survey portion of the plan. Water source Optimization, Inc. has completed and reported to the Board on the Leak Survey. We are now ready to complete the remaining tasks on the master plan.)
Mr. Stephens and Ms. Szendrey reviewed the proposal to complete the master plan.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the proposal from Water Source Optimization, Inc. was approved.

FIFTH ORDER OF BUSINESS	Financials for December 2022

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the financials for December 2022 were approved.

SEVENTH ORDER OF BUSINESS	Engineer’s Report
Mr. Olson reviewed his report, a copy of which was included in the agenda package.
Work Authorization #202 – The blower delivery is anticipated this week. Globaltech was asked to assist with power metering. The meter has been ordered and will be installed on Wednesday.
Work Authorization #211 – Construction began last Friday. It should be done in two weeks.

EIGHTH ORDER OF BUSIESS	Staff Reports
Manager – Ken Cassel
Presentation to the City of Coral Springs
Mr. Cassel provided the Board with the presentation made on behalf of the District at the City Council meeting.
Discussion ensued regarding negotiations with the City.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor staff was directed to pay up to $1.125 Million to fund the tree removal project in lieu of mitigation to be done within the District as an improvement project and to be disbursed in a timely fashion.

Department Reports
Operations – David McIntosh
Mr. McIntosh reported the following:
He has been providing information and answering questions for Quest as requested. Quest has already drafted an article.
He has been meeting with several banks to discuss their investments. The investment policy is being finalized to present to the Board.
They have been discussing this year’s Open House. There were several dates offered: April 29, 2023, May 6, 2023, May 13, 2023, and May 20, 2023. There was Board consensus to have it on April 29, 2023. Mr. Cassel noted he will work

with Mr. Behn on new landowner proxies to have them available at the Open House.

Utilities Update – Joe Stephens
Mr. Stephens reported the following:
January 25, 2023 is the mandatory pre-bid meeting for the canal bank tree clearing services RFP.
They received the completion order from FDEP for the site they were doing remedial work due to the fuel spill a few years ago. He is working with Ms. Beyer on getting reimbursement from insurance.
There are a couple of new funding resources coming out. He had a meeting with RMPK to look at what the District may be able to apply for.

Utility Billing Customer Service Report - Osmanny Larzabal (Report Provided)
Mr. Larzabal reviewed his report, a copy of which is attached hereto and made a part of the public record.

Water – Roger Dunbar (Report Provided)
Mr. Dunbar reviewed his report, a copy of which is attached hereto and made a part of the public record.

Wastewater – Tom Kedrierski (Report Provided)
Mr. Kedrierski reviewed his report, a copy of which is attached hereto and made a part of the public record.

Stormwater – Shawn Frankenhauser (Report Provided)
Mr. Frankenhauser reviewed his report, a copy of which is attached hereto and made a part of the public record.

Field – Curt Dwiggins (Report Provided)
Mr. Dwiggins reviewed his report, a copy of which is attached hereto and made a part of the public record.

Maintenance Report – Miguel Alvarez (Report Provided)
Mr. Alvarez reviewed his report, a copy of which is attached hereto and made a part of the public record.

Procurement Report – Danielle Keira-Cancel
No report.

Human Resources – Jan Zilmer
Mr. Zilmer reported he has been working with Paycom daily, providing them with information. The timeclocks have been purchased but have not arrived yet.

Motion to Accept Department Reports

On MOTION by Mr. Okyn seconded by Mr. Zilmer with all in favor the Department Reports were accepted.

Attorney
Mr. Behn reported the following:
He worked with the team on the procurement of the tree removal.
They have been tracking the SFWMD rulemaking process. They are looking at ways to prevent vegetation and trash from coming into their system.
There is not too much going on with the Legislature yet.

NINTH ORDER OF BUSINESS	Supervisors’ Requests
Dr. Shank discussed a bike route the City wants to make starting at Atlantic Boulevard, going north along the bank near the Sawgrass Expressway.
There was brief discussion about possible legislation that will no longer allow employers to require Covid-19 vaccinations.

TENTH ORDER OF BUSINESS	Adjournment
There being no further business,

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the meeting was adjourned.

Kenneth Cassel	
Dr. Martin Shank	
Assistant Secretary	President	

Unapproved Minutes	
5	

Fourth Order of Business

 	

CORAL SPRINGS IMPROVEMENT DISTRICT

FINANCIAL REPORT SUMMARY – MEETING FEBRUARY 27, 2023

WATER & SEWER FUND SUMMARY REPORT

For Period Ending January 31, 2023

Actual ENDING 01/31/23

BUDGET THRU 01/31/23

VARIANCE
Actual to Budget (UNDERBUDGET)

ADOPTED BUDGET
FY 2022/2023

-

$

4,406,553

$

-

$

5,043,722

$

-

$

(637,169)

$

TOTAL REVENUES

3,648,911

$

15,131,165

$

REVENUES
*
 CARRY FORWARD	

 TOTAL REVENUE WITH CARRY FORWARD	

$	4,406,553

$	5,043,722

$	(637,169)

$	18,780,076

* $927,180.00 of Water & Sewer Revenue accrued to 2021-2022 Fiscal Year

$	590,838	
$	1,946,475	
$	688,397	

$	881,081	
$	2,907,923	
$	1,282,822	
	
$	5,071,826	

$	(290,243)	
$	(961,449)	
$	(594,425)	
	
$	(1,846,117)	

$	2,653,243	
$	9,298,770	
$	3,848,465	

EXPENDITURES
 TOTAL ADMINISTRATIVE			
 TOTAL PLANT			
 TOTAL FIELD			
		
 TOTAL EXPENDITURES			$	3,225,709						$	15,800,478	
									
 AVAILABLE FOR DEBT SERVICE			$	1,180,844						$	2,979,598	
									
Total Debt Service		$	939,273						$	2,817,818	
									
Excess Revenues (Expenses) After Debt Service		$	241,571						$	161,781	

Debt Service Coverage January 2023 1.26

Debt Service-Budget 1.06

Debt Service Requirement 1.00	surplus .06 budgeted

General Fund
SUMMARY REPORT
For Period Ending January 31, 2023

Actual
ENDING 01/31/23

BUDGET
THRU 01/31/23

VARIANCE
Actual to Budget (UNDERBUDGET)

ADOPTED
BUDGET FY 2022/2023

REVENUES

-

$

3,072,663

$

-

$

1,094,663

$

-

$

1,978,000

$

TOTAL REVENUES

5,488,636

$

3,283,990

$

 CARRY FORWARD	

 TOTAL REVENUE WITH CARRY FORWARD	

$	3,072,663

$	1,094,663

$	1,978,000

$	8,772,626

238,371

$

160,810

$

2,391,133

$

299,742

$

(2,152,763)

$

(138,932)

$

7,173,400

$

899,226

$

EXPENDITURES & RESERVES	
 TOTAL ADMINISTRATIVE	
 TOTAL FIELD	

 TOTAL EXPENDITURES	

$	399,181

$	2,690,875

$	(2,291,695)

$	8,072,626

RESERVES
EXCESS REVENUES (EXPENSES)		$	2,673,483	$	700,000	
				
TOTAL EXPENSES & RESERVES		$	3,072,663	$	8,772,626	
				
FUND BALANCE BEGINNING		$	11,654,210	*	
				
FUND BALANCE ENDING		$	14,327,731		
* Fund Balance changed due to audit adjustments

Fifth Order of Business

February 20, 2023

Ken Cassel, District Manager
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071

RE:	Application for construction within CSID Right of Way Proposed Pedestrian Bridge at
Cypress Hammock/Orchid Park Across the L203 Canal
CR-2021-6

Ken:

This office reviewed plans prepared by Jeff Crews, P.E. of Stantec, 800 Fairway Drive Suite 195, Deerfield Beach FL 33441, for a new pedestrian bridge across the L203 canal. The proposed 7 ft. wide x 45 ft. clear span bridge with two 12 ft. approach spans will be located approximately 145 ft. west of Coral Springs Drive, connecting Cypress Hammock Park with the adjacent Orchid Park. The design and placement of this bridge incorporated input from the City of Coral Springs, the City’s consultant, CSID, and this office.

The design incorporates a 45 ft. clear span with at least four feet of clearance to the canal surface.	The bridge design:
accommodates CSID maintenance activities
passes the 100-year storm with impedance, and
does not result in additional storm water runoff or water quality requirements

This office recommends approval of the proposed bridge and utilization of CSID right of way subject to the following conditions.
Any changes to the proposed construction are subject to the approval of the Coral Springs Improvement District.
At the conclusion of the project an engineer’s certification and as-built shall be provided.
All work authorized by prior permits must be completed by the conclusion of this project.
At the conclusion of construction, the City shall restore CSID right of way to equal or better condition than existed at the start of the project.

Regards,

Glen A. Hanks, P.E.

CITY OFFICIALS

NAME	TITLE

                           

SCOTT BROOK JOSHUA SIMMONS

VICMEAYMOARYOR

IT'S THE LAW !
1-800-432 4770

N

100% SUBMITTAL PLANS

SHAWN CERRA	COMMISSIONER DISTRICT 2

NANCY METAYER	COMMISSIONER DISTRICT 3

JOY CARTER	COMMISSIONER DISTRICT 5

FRANK BABINEC	CITY MANAGER
                           
JOHN NORRIS	PUBLIC SERVICES DIRECTOR

  			

 		

 	

 	

 	

  	

  	

 	

 	

  	

 	

 	

GENERAL NOTES AND SPECIF/CATIONS	

VI. PROJECT CLOSEOUT:

CLEANING UP -
DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL  SURPLUS  MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN.
THE CONTRACTOR SHALL RESTORE OR REPLACE,  WHEN AND AS DIRECTED,	ANY PUBLIC OR PR/VA TE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL	TO	THAT	EXISTING IMMEDIATELY  PRIOR TO THE BEGINNING OF OPERATIONS.
TO THAT END, THE CONTRACTORS SHALL DO AS REQUIRED, ALL NECESSARY HIGHWAY, DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORA T/ONS.	

VIII. MATERIALS:

GENERAL -
ALL WORK SHALL BE PERFORMED IN ACCORDANCE
WITH SOUND CONSTRUCTION PRACTICES TYPICAL OF THE SOUTH FLORIDA AREA AND IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE (LA TEST EDITION).

MATERIALS -

CONCRETE SHALL HA VE A MINMUM 28 DAY COMPRESS/VE STRENGTH OF 3000 PSI.
	CONCRETE SHALL BE CURED BY WET BURLAP, VAPOR BARRIER OR CLEAR. CURING COMPOUND AS APPROVED BY THE ENGINEER.

REINFORCING STEEL SHALL BE GRADE 60

LIMEROCK SHALL BE A MINIMUM LIMEROCK BEARING RATE
OF (100) AND OR/GINA TE FROM THE MIAMI FROMA TION, HAVING MINIMUM		
PROJECT NO. 215617552				
I.  GENERAL:				
A.	ALL CONSTRUCTION AND MATERIALS  SHALL  CONFORM  TO  THE				
STANDARDS AND SPECIF/CATIONS OF CITY OF CORAL SPRINGS AND ALL				
OTHER LOCAL, STA TE AND NATIONAL CODES WHERE APPLICABLE.				
B.	ALL  CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN				
STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF  FEDERAL				
OCCUPATIONAL  SAFETY  AND  HEALTH ACT OF 1970,  AND ALL				
STA TE AND LOCAL SAFETY AND HEALTH REGULATIONS.				

C.	ALL ELEVATIONS SHOWN ON THE CONSTRUCTION  ORA WINGS  ARE				
BASED  ON  NORTH AMERICAN VERTICAL DATUM OF 1988,				
(NA VD), UNLESS OTHERWISE NOTED.				
D.	THE CONTRACTOR SHALL APPLY FOR AND PROCESS PERMITS FROM THE				
CORAL SPRINGS BUILDING DEPARTMENT AND WILL BE RESPONSIBLE FOR				
COORDINATING ALL INSPECTIONS AND APPROVALS REQUIRED.	WHERE MATERIALS OR DEBRIS HAS WASHED OR FLOWED INTO, OR HA VE BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S	OPERATIONS,	SUCH MATERIAL	OR	DEBRIS	SHALL	 BE	REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE  WORK,  AND  THE AREA KEPT IN A CLEAN AND NEAT
CONDITION.

ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED
OR DESTROYED  BY  THE CONTRACTOR  DURING CONSTRUCTION SHALL BE RESTORED BY A STA TE OF FLORIDA REGISTERED LAND SURVEYOR AT THE CONTRACTORS EXPENSE.

ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE CONSTRUCTION.

PROJECT RECORD DOCUMENTS -
DURING THE DAILY PROGRESS OF THE JOB, THE
CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION ORA WINGS THE EXACT LOCATION,  LENGTH AND ELEVATION OF ANY FACILITY NOT  BUILT  EXACTLY  ACCORDING  TO
PLANS.

UPON  COMPLETION  OF CONSTRUCTION,  AND  PRIOR TO FINAL PAYMENT,  THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS­ BUIL r CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE
MARKED TO SHOW "AS-BUILT" CONSTRUCT/ON CHANGES AND DIMENSIONS,	LOCATIONS AND ELEVATIONS OF	ALL IMPROVEMENTS.

VII.  EARTHWORK & COMPACTION:

ALL TOPSOIL,  VEGETATION AND HEAVY ROOT MATS  SHALL  BE STRIPPED  TO  AT  LEAST  5' BEYOND THE PERIMETER OF THE PROPOSED CONSTRUCTION.

IMPORTED BACKFILL SHALL BE A SAND.OR SAND-ROCK MIXTURE HAVING LESS THAN 5% SILT, 2% ORGANICS AND
ROCK SIZES LESS THAN 3" IN DIAMETER OR AS PERMITTED BY THE ENGINEER.  THIS MATERIAL SHALL BE CLASSIFIED AS

REMOVE ALL DELETERIOUS MATERIAL AND DEBRIS FROM BENEATH ALL SIDEWALKS AND REPLACE WITH CLEAN FILL.

STABILIZED SUBGRADE SHALL HA VE A MINIMUM LBR VALUE OF 40. THE MATERIAL SHALL BE COMPACTED TO A MINIMUM
OF 98% OF THE MAXIMUM DRY DENSITY AS PER AASHTO T-180.

SOIL STATEMENT: 
AS PER THE GEOTECHNICAL EXPLORATION REPORT BY NUTTING ENGINEERS OF FLORIDA DA TED NOVEMBER 2022, THE ALLOWABLE BEARING PRESSURE IS 2,500 PSF.	PERCENTAGE OF CALCIUM AND MAGNESIUM OF 60. BASE MATERIAL
SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180.
5.		BRIDGE ENDS EXPANSION JOINT MATERIAL TO BE SIKAFLEX-1C (OR APPROVED EQUAL) ON 2 1/2" BACKER ROD. MIN THICKNESS 5/8".

INSTALLATION -

CONCRETE SHALL BE FORMED, TRANSPORTED, PLACED
AND CURED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE AC/ STANDARD SPECIF/CA T/ONS.
FINISHED CONCRETE SHALL HA VE A LIGHT BROOM FINISH.
SAWCUTS OR SCORE LINES SHALL BE PLACED AT A MAXIMUM SPACING OF 5 FEET.
	SAWCUTS SHALL BE A MINIMUM OF 1/8" WIDE BY 1/2" DEEP TO CONTROL SHRINKAGE CRACKS.
ALL CONCRETE EDGES SHALL BE TOOLED WITH A 1/4" QUARTER-ROUND TOOL.

CONTRACTOR SHALL PERFORM CONCRETE TESTING TO VERIFY STRENGTH AND SLUMP. TESTS FOR CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM). TESTS SHALL CONFORM TO THE FOLLOWING:

NOT LESS THAN FOUR SPECIMENS SHALL BE MADE FOR EACH STANDARD TEST, NOR LESS THAN ONE TEST FOR EACH 50 CUBIC YARDS OF CONCRETE USED, NOR LESS THAN ONE TEST FOR EACH DAY THAT CONCRETE IS CAST.
SPECIMENS SHALL BE MADE AND CURED IN ACCORDANCE WITH THE STANDARD METHOD OF MAKING AND CURING CONCRETE COMPRESS/ON AND FLEXURE TEST SPECIMENS IN THE FIELD, ASTM C31-84.

SPECIMENS SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD METHOD
OF TEST FOR COMPRESS/ON STRENGTH OF MOLDED CONCRETE CYLINDERS, ASTM C39-84. REPORTS TO THE ENGINEER SHALL BE SUBMITTED FOR EACH TEST PERFORMED.

4	TEST CYLINDERS TAKEN OFF TRUCK-MIXED CONCRETE SHALL BE TAKEN AT THE APPROXIMATE ONE-QUARTER POINT AND THE THREE-QUARTER POINT OF THE LOAD.
E.	CONTRACTOR SHALL PERFORM EARTHWORK DENSITY TESTING ON ALL COMPACTED EARTHWORK PRIOR TO CASTING.

IX.  PRE-MANUFACTURED PEDESTRIAN BRIDGE

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A CRANE FOR THE SET77NG OF THE BRIDGE STRUCTURE ANO FOR ANY DEMOLITION OR OTHER CONSTRUC770N WORK DEEMED NECESSARY. THE CONTRACTOR SHALL SUBMIT A CRANE MOB/LIZA TION PLAN AS PART OF THE RIGHT-OF-WAY MOT PERMIT THAT
SHOWS THE PARAMETERS OF THE CRANE OPERATIONS INCLUDING POSITION, PICK POINT, TRUCK LOCATION, SWING, CLEARANCE RIGGING, ETC.

THE BRIDGE SHALL BE DESIGNED SO THAT THE LOW MEMBER ELEVATION SHALL BE NO LOWER THAN 9.0' TO MEET THE REQUIREMENTS OF CORAL SPRINGS IMPROVEMENT DISTRICT.
THE ABUTMENT IS CONFIGURED WITH A BEARING SEAT AND BACK WALL BASED ON AN ASSUMED BRIDGE BEARING CONFIGURA 770N. THIS PORTION OF THE ABUTMENT WILL NEED TO BE VERIFIED BY THE MANUFACTURER'S OES!GN AND BE ADJUSTED AS RECOMMENDED WITH THE ENGINEERS APPROVAL. ALL ADJUSTMENTS ARE TO MADE AT THE CONTRACTOR'S EXPENSE.

THE BRIDGE SHALL BE GROUNDED IN ACCORDANCE WI TH APPLICABLE CODES AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION.

X.  PRE-STRESSED PILES

THE CONTRACTOR SHALL PROVIDE MONITORING FOR VIBRATIONS IN EXISTING NEARBY BUILDING STRUCTURES. VIBRATION LEVELS MUST BE MAINTAINED BELOW THE LEVEL OF 0. 5 INCHES PER SECOND.

PILES SHALL BE DRIVEN TO A MINIMUM DEPTH OF 15' BELOW GRADE AT THE LOCATION OF INSTALLA 770N.

DUE TO THE LIMEROCK LAYERS PRESENT AT THE SITE, PRE-DRILLING OF THE PILE HOLES IS ANTIC/PA TED TO BE NECESSARY TO REACH THE REQUIRED DEPTHS.

PLEASE REFER TO THE GEOTECHNICAL EXPLORA 770N REPORT BY NUT77NG ENGINEERS OF FLORIDA DATED NOVEMBER 2022 FOR ADDITIONAL INFORMATION.		
E.	THE CONTRACTOR SHALL APPLY FOR AND PROCESS PERMITS FROM THE				
CORAL SPRINGS IMPROVEMENT DISTRICT AND WILL BE RESPONSIBLE FOR				
COORDINATING ALL INSPECTIONS AND APPROVALS REQUIRED.				
F.	THE CONTRACTOR SHALL APPLY FOR AND PROCESS FOR A PERMIT FROM				
CORAL SPRINGS PUBLIC WORKS DEPARTMENT FOR A RIGHT-OF-WAY				
AND MOT PERMIT				
G.	ALL CONSTRUCTION SHALL COMPLY WITH THE LA TEST EDITION OF THE				
FLORIDA BUILDING CODE.				
H.	DESIGN CRITERIA IS BASED ON A LIVE LOAD OF 85 PSF WITH A				
CONCENTRATED LIVE LOAD OF 6,000 LBS.				
II. PRECONSTRUCTION RESPONSIBILITIES:				

A.	THE CONTRACTOR SHALL OBTAIN A SUNSHINE STA TE CERT/FICA TION				
NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION, CALL 1-800-432-4770.				
B.	ALL	UTILITY	EASEMENTS	TO	BE SECURED PRIOR TO CONSTRUCT/ON. (IF REQUIRED)				
C.		LOCATION	OF	EXISTING	FACILITIES	AS	SHOWN	ON CONSTRUCT/ON DRAWINGS ARE DRAWN FROM AVAILABLE RECORDS.				
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY
OF  THE FACILITIES SHOWN OR FOR ANY FACILITY NOT SHOWN.				
VERIFY,  IF POSSIBLE,  THE ELEVATIONS AND  LOCATION  OF
EXISTING  FACILITIES  PRIOR  TO  CONSTRUCTION. IF ANY				
DIVA TIONS OR POTENTIAL CONFLICTS ARE NOTED UPON
EXCAVA T/ON  SHALL IMMEDIATELY NOTIFY THE ENGINEER OF				
RECORD SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO RESOL VE THE PROBLEM.				
D.	THE CONTRACTOR IS REQUIRED  TO  OBTAIN  ALL APPLICABLE PERMIT(S) PRIOR TO START OF CONSTRUCTION.				

Ill. INSPECTIONS:				

A.	THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND ANY OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION  AT
LEAST  24  HOURS  PRIOR  TO  BEGINNING CONSTRUCTION AND				
PRIOR TO THE INSPECTION OF THE FOLLOWING  ITEMS,  WHERE				
APPLICABLE.·				
CLEARING AND FILLING
SUBGRADE CONSTRUCTION
PILE DR/ VING
BRIDGE INSTALLATION
CONCRETE				
6.  FINAL				

IV. SHOP ORA WINGS:				
A.	PRIOR  TO  THEIR  CONSTRUCTION  OR  INSTALLA T/ON,  SHOP				
ORA WINGS  SHALL  BE  SUBMITTED  TO  AND APPROVED BY THE
ENGINEER OF RECORD FOR THE FOLLOWING ITEMS:  CONCRETE MIX DESIGN PRECAST PILES, METAL RAILINGS.				

V.  TEMPORARY FACILITIES:				
A.	TEMPORARY FACILITIES -
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR	OR SUPPLY TEMPORARY WATER SERVICE,	SANITARY FACILITIES, AND ELECTRICITY.				
B.	TRAFFIC REGULATION -				
1.	MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHTS-OF-WAY				
SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U. T.C.D.).				
2.		ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL	BE	PROPERLY	MARKED	AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC.				

3.		NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHT­ TIME HOURS.				

800 Fairway Drive, Suite 195 Deerfield Beach, Fl. 33441 Voice:954.481.2812  Fax: 954.481.2818
www  .stantec.coni
The Contractor shall verify ond be responsible for oil dimensions. DO NOT scole the drowing - ony errors or omissions sholl be reported to Stantec without deloy. The Copyrights to oll designs and drowings ore the property of Staniec. Reproduction or use for ony purpose other than
\hot outhorized by Stontec is forbidden.

CITY OF CORAL SPRINGS

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JOB  NUMBER
 215617552 
FILE No.

DRAWN K.V.M. REVIEWED: S.S. CHECKED  J.S.C.

DATE   : 12/22/22

ISSUE/REVISIONS

			

			

			

			

SHEET TITLE

GENERAL NOTES

SHEET NUMBER

G-01

9035

9032

9026	9024

9159

9158
9157

9038	9029
9039	9033
9028

90379036	9030
9034	9031

9027

9025

9023

9022

9021

Agenda Page 18

800 Fairway Drive, Suite 195 Deerfield Beach, Fl. 33441 Voice 954.481.2812 Fax:954.481.2818
www.stantec.com
The Contractor shall verify ond be responsible for oll dimensions. DO NOT scole the drowing - ony errors or omissions sholl be reported to Stontec without deloy. The Copyrights to oil designs ond drowings are the property of Staniec. Reproduction or use for ony purpose other than thot outhorized by Stontec is forbidden.

noN ON PR

CITY OF CORAL SPRINGS

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JOB  NUMBER
 215617552 
FILE No.

{NW) /NV. = 3.60, 32" CMP
(S) /NV. = BAFFLE

DRAWN REVIEWED: CHECKED:

K.V.M. S.B. J.S.C.

DATE	: 12/22/22

ISSUE/REVISIONS

			

			

			

			

Notes: Contractor

To Field Locate Underground Utilities

SHEET TITLE

OVERALL SITE PLAN

Prior To Construction.

SHEET NUMBER

C-01

800 Fairway Drive, Suite 195 Deerfield Beach, Fl. 33441 Voice 954.481.2812 Fax:954.481.2818
www.stantec.com
The Contractor shall verify ond be responsible for oll dimensions. DO NOT scole the drowing - ony errors or omissions sholl be reported to Stontec without deloy. The Copyrights to oil designs ond drowings are the property of Staniec. Reproduction or use for ony purpose other than thot outhorized by Stontec is forbidden.

CITY OF CORAL SPRINGS

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12.00

EXISTING PEDESTRIAN BRIDGE RELOCATED FROM OFFS/TE

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I	PROPOSED RAILING
q	l	-

20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00

JOB	NUMBER
215617552

-

11.00
10.00-=
9.00
8.00
7.00
6.00

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11.00
10.00
9.00
8.00
7.00
6.00

FILE No.

DRAWN REVIEWED: CHECKED:

K.V.M. S.B. J.S.C.

5.00
4.00
3.00
2.00
1.00
0.00
-1.00
-2.00
-3.00

I

72"

I

PRECAST PILES

WATER ELEVA T!ON

CAST IN PLACE
APPROACH SPAN

SHALLOW FOUNDATION APPROACH SPAN
SUPPORT

5.00
4.00
3.00
2.00
1.00
0.00
-1.00
-2.00
-3.00

DATE	: 12/22/22

ISSUE/REVISIONS

-4.00
0+00	0+10

WITH PILE CAP

0+20	0+30	0+40	0+50	0+60	0+70

-4.00

			

			

			

-5.00
0+78

Notes: Contractor

To Field Locate Underground Utilities

SHEET TITLE

PLAN AND ELEVATION

Prior To Construction.

SHEET NUMBER

C-02

◄

	7'-Q" 	

By Bridge Manufacturer

Anchor Bolts As Designed  I

2'-4"

~

1o"	t 8"	t- 1o"

Cl)~·-	3.5"

0

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2 Longitudinal	#5 Bars At 6"
#5 Bars	Longitudinally With #5
Bars At 12" Transverse

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800 Fairway Drive, Suite 195 Deerfield Beach, Fl. 33441

\		Anchor Bolts As Required By Bridge Manufacturer

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Steel Bearing Plate If Required By Bridge
Manufacturer
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-+

•	fr#3

\_	Approach Span

3 #8 Bars With 90" Hook Each End
Rebar Ties@ 8" 0.C.

Voice 954.481.2812  Fax: 954.481.2818
www.stantec.com

The Contractor shall verify ond be responsible for oll dimensions. DO NOT scale the drawing - ony errors or omissions shall be reported to Stontec without delay. The Copyrights to oll designs ond drawings ore the property of Staniec. Reproduction or use for ony purpose other thon that authorized by Stontec is forbidden.

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2 #8 Bars Full Length Along Outside Of Piles

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CITY OF CORAL SPRINGS

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12"

45'-3"
Back Wall To Back Wall
45'-o"
Bridge Length

10·
Bearing

10'-0" Approach Span
Typical Both Sides

36" Footing

Hand Rails

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Approach Span Outline Above

t	-

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  Slope  -

8.75'
Top of Cap

{11>9.75'
.,..:7Finished Walkway Elevation

9.75'
Finished Walkway Elevation

Lll.8.75'	
Top of Cap

Isolation Joint with 2 1/2" backer rod and SikaFlex-1C Sealant Material

 	

JOB	NUMBER
 215617552 
FILE No.

•._.,.
"'

-C)

0

9

Anchor Bolts As Required

/3 Rebar Ties O 8" a.c.

0

0

Precast Pile Below

18 Bors Continuous

South Abutment

Lll.5.25'	

North Abutment

Pile Cap To Be Embedded Into Mud Line. Bottom May Be Cast Against Earth

DRAWN K.V.M. REVIEWED: S.B. CHECKED  J.S.C.

DATE   : 12/22/22

ISSUE/REVISIONS

By Bridge Manufacturer

PLAN	VIEW OF ABUTMENT

Lll.-10.00'	
-	Min. Pile Tip

Bottom Of Pile Cap

44'-7"

 DIMENSIONAL SCHEMA TIC
NOTE: All Foundation Dimensions Shall Be Confirmed With Bridge Manufacturer Prior To Construction.

SHEET TITLE

			

			

			

			

STRUCTURAL DETAILS

SHEET NUMBER

C-05

Spiral Tie	7"
Spacing

5 Turns @ 1" Pitch
16 Turns @ J" Pitch	3" Pitch

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5 Turns @ 1" Pitch
16 Turns @ J" Pitch	"

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¾" x 3" Chamfer (Typ.)

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4 ~ No. 70
Dowels

'

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'

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WJ. 4 Spiral Ties @
3" pitch, full length

L_q;P_ile
" Cover (Typ.)

4 ~ No. 6 Bars (Full Length)

800 Fairway Drive, Suite 195
Deerfield Beach, Fl. 33441 Voice 954.481.2812 Fax:954.481.2818
www.stantec.com

The Contractor shall verify ond be responsible for oll dimensions. DO NOT scale the drawing - ony errors or omissions shall be reported to Stontec without delay. The Copyrights to oll designs ond drawings ore the property of Staniec. Reproduction or use for ony purpose other thon that authorized by Staniec is forbidden.

l

r  12"

SECTION D-D
(See Nondrivable Unforeseen Reinforced Precast Pile Splice Detail)

J" Cover (Typ.)

  (Al 

-

ALTERNA TE STRAND PATTERNS
4 ~ 0.6" 0, Grade 270 LRS, at 44 kips

72"

- -

1¼"

W3.4

-

Spiral Ties

CITY OF CORAL SPRINGS

"-
W3.4
Spiral Ties
 I

See Alternate

Strand Patterns

8 ~ 7/2" 0 (Special), Grade 270 LRS, at 25 kips

~

~

8	7/2" 0, Grade 270 LRS, at 24 kips
8	7/76" 0, Grade 270 LRS, at 23 kips
72 ~ 3/8" 0, Grade 270 LRS, at 76 kips

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PILES

N•.T.S.

'
4 ~ No. 70
 Dowels	

ft. Pile -

SECTION

J" Cover (Typ.)

Prestressing Strands

E-E

u_	[)._

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(See Drivable Unforeseen Prestressed Precast Pile Splice Detail)

PILE SPLICE REINFORCEMENT DETAILS

ALUMINUM RAILING

)( -

;- EXPANSION JOINT MATcRIAL

NOTES:
Work this Index with FOOT Index 450-001 - Typical Details and Notes for Square Prestressed Concrete Piles and Index 455-002 -
Square Prestressed Concrete Pile Splices.
Any of the given Alternate Strand Patterns may be utilized. The strands shall be located as follows:
Place one strand at each corner and place the remaining strands equally spaced between the corner strands.
The total strand pattern shall be concentric with the nominal concrete section of the pile.

JOB	NUMBER
 215617552 
FILE No.

APPROACH SPAN TO BE CAST IN PLACE OR PRECAST

'

rf'n

rf'n

CAST-IN-PLACE SIDEWALK ON GRADE

DRAWN K.V.M. REVIEWED: S.B. CHECKED  J.S.C.

DATE   : 12/22/22

'

,	C:i ::::::::::::::11
•		•		•		•
-,-	7

			

			

			

			

ISSUE/REVISIONS

·J

COLD JOINT	_/

SHALLOW FOOTING 36- WIDE X
18- DEEP X 7 LONG

E9

•	•	•
L	3'-0"

'-CX)
J

CAST-IN-PLACE SIDEWALK ON GRADE

SHEET TITLE

STRUCTURAL

APPROACH  SPAN ELEVATION

VIEW♦
N.T.S.

E9 APPROACH SPAN PLAN VIEW

.N.. .T..S.

DETAILS

SHEET NUMBER

C-06

45'

 TOP	VERTICAL	DIAGONAL CHORD

CONCRETE	BOTTOM CHORD	FLOOR BEAM ABUTMENT

  PROFILE VIEW	

	CONCRETE	BOTTOM	BRACE

6'

DECK	CHORD	DIAGONAL

FLOOR	SIDE DAM
BEAM

	PLAN VIEW	

1'-6"	6'-0" (Max.)	Post Spacing (Typ.)

END FLOOR BEAM

END VERTICAL
CONCRETE DECK

CL Post (Typ.)

Aluminum Rails & Posts 2" NPS
Schedule 40

CONCRETE ABUTMENT

ANCHOR RODS

BOTTOM CHORD BASE PLATE
SETTING PLATE

Top of Sidewalk

See Detail "B" (Typ.)

3'-6"
Pedestrian Guiderail

See Detail "A"
Retaining Wall or Thickened Edge of Sidewalk

9"	Min. from free end of concrete,

Rail expansion joints to be located in panel above structure expansion joints # (Typ.)

BEARING SIDE VIEW
INFORMATION PROVIDED FOR REPRESENTATION ONLY. ACTUAL BEARING DIAGRAMS TO BE BASED ON FINAL DRAWINGS.

Ground Line	construction & expansion joints (Typ.)

1'-0"

6"	6"

ELEVATION

14"

CONT 5 4" x 6" NOM IRON WOODS®

Rail Section

1

3"	3"

*" * Expansion Joint (*" max. * Field Splice)
Rail Section

1/4"

CLEAR ALL HEART RUB RAIL S4S

4" diax 3/4" Aluminum Set	Round over both	Aluminum Sleeve	CL Guiderail
Screw (Underside of Rail)	ends of rails 1/8"	Member *

* Sleeve Member Sizes:	(Typ.)

∠ 114 x 114 x 18 x 5" LG W/(2) Ø14" x 112" LG ZINC PLATED CARRIAGE
BOLTS AT EACH VERTICAL

RUB RAIL DETAIL

2 1/2" dia x 3/16" wall Tube Rail - 2"dia x 3/16" wall Tube Sleeve 2" NPS Sch. 40 Pipe Rail - 1 1/2" NPS Sch. 40 Pipe Sleeve
DETAIL "C" - EXPANSION JOINT (FIELD SPLICE SIMILAR)

Top Rail

CJP

7/8" dia Holes

for Anchor Bolts (Typ.)

1/8" Thick Resilient or Neoprene Pad

Bottom Rail or Middle Rail (Bicycle Facilities)

** Steel	6"  2"
Anchors (Min.)

Post

CJP

CJP

4 1/2"
Min.

FORM DECK	CONCRETE DECK CAST IN PLACE
AFTER SETTING BRIDGE

DETAIL "B"

RETAINING WALL MOUNTED

LATERAL REINFORCING

LONGITUDINAL REINFORCING

GALVANIZED FORM DECK

RAIL TO POST CONNECTIONS

** 2-3/4" dia x 8" Steel Anchors: Galvanized Steel Bolts (As Shown) (CIP); Galvanized U-Bolts Permitted (CIP); Galvanized Adhesive Anchors Permitted (***); Expansion Anchors Not Permitted.

VARIES

MIN. COVER

FLOOR BEAM

CONCRETE DECK REINFORCING

6'

SAFETY RAIL	RUB RAIL

VERTICAL 

FORM DECK DETAIL

TOP CHORD

54" (Min)

DIAGONAL

CONCRETE DECK
Shall Be Cast In Place After

*** Adhesive anchors shall be fully threaded headless anchor bolts set in drilled holes (manufacturer recommended diameter) with an Adhesive Bonding Material System in accordance with Specification 416 and 937. The minimum embedment is 6".

ALUMINUM PIPE GUIDERAIL NOTES

ALUMINUM RAILINGS ARE REQUIRED AT BOTH ENDS OF THE BRIDGE WHERE THE CAST-IN-PLACE SIDEWALK EXTENDS AWAY FROM THE ABUTMENT.
THE RAILINGS ARE SIMPLE GUARDRAILS TO BE 42” HIGH AS PROTECTION AGAINST THE ADJACENT DROPOFF.	

RAILING SHALL BE POWDER COATED "FORREST GREEN" TO MATCH THE EXISTING BRIDGE.	 

SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED FOR THE RAILING SYSTEMS SHOWING THE SITE SPECIFIC CONFIGURATION. RAILINGS ARE TO COORDINATE CLOSELY WITH THE BRIDGE SHOP DRAWINGS TO PROVIDE TRANSITION FROM PRE-MANUFACTURED
BRIDGE RAILS TO SITE INSTALLED RAILINGS WITH MINIMAL GAP.

DESIGN LIVE LOADS:

The Pedestrian Guiderail designed to resist an equivalent Service Loading of 50 lbs/ft acting simultaneously in the transverse and vertical direction when applied at the height of the Top Rail.
PIPE RAILING & POSTS:
Structural Tube and Pipe shall be in accordance with ASTM B221 or ASTM B429, Alloy 6061-T6. End Panel 90 deg Bends and corner bends with a maximum 4'-0" post spacing, may be Alloy 6063-T6. Posts shall be fabricated and installed plumb, * 1" tolerance when measured 3'-6" above the foundation.
BASE PLATE:
Base plate shall be in accordance with ASTM B209, Alloy 6061-T6. ANCHOR BOLTS, NUTS & WASHERS:
Galvanized Anchor Bolts shall be in accordance with ASTM F1554 Grade 36, Galvanized Nuts shall be in accordance with ASTM A563 or ASTM A194 and Galvanized Washers shall be in accordance with ASTM F436. After the nuts have been tightened, the anchor bolt threads shall be distorted or the nuts and bolts spot welded and coated with a galvanizing compound in accordance with FDOT Specifications.
RESILIENT PADS OR NEOPRENE PADS:
Resilient or Neoprene pads shall be in accordance with Specification Section 932, except that testing of the finished pads will not be required. Neoprene pads shall be durometer hardness 60 or 70.
JOINTS:

BOTTOM CHORD 

TOE PLATE

SECTION

Setting Bridge

BRACE DIAGONAL

All fixed joints are to be either welded all around and ground smooth or commercially designed fixed joint systems (soldered, brazed, fused, bonded or shrink fitted) approved by the Engineer. Mechanical joints other than expansion joints are not permitted unless approved by the Engineer.Posts shall be connected to the base plate by welding only. Field splices similar to the expansion joint detail may be approved by the Engineer to facilitate shipping and handling, but rails must be continuous across a minimum of two
posts. Expansion Joints shall be spaced at a maximum of 30'-0".	

WELDING:
All welding shall be in accordance with the American Welding Society Structural Welding Code (Aluminum) ANSI/AWS D1.2 (current edition). Filler metal shall be either ER5183, ER5356 or ER5556. Nondestructive testing of the welds shall not be required.
SHOP DRAWINGS:

Complete details addressing project specific geometry (line & grade) showing post and expansion joint locations must be submitted by the Contractor for the Engineer's approval prior to fabrication of the Guiderail.

NPDES
Stormwater Pollution Prevention Plan (SW	P)

THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENT OF THE NATIONAL POLLUTION DISCHARGE ELIM/NATION SYSTEM (NPOES). THE CONTRACTOR SHALL INSTITUTE BEST MANAGEMENT PRACTICES (BMPS) TO ENSURE COMPLIANCE WITH THE NPOES PROGRAM ANO TO MINIMIZE THE IMPACT TO PUBLIC STORMWA TER
FACILITIES. A NOTICE OF INTENT (NOi) SHALL BE FILED PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.

PRIOR TO CONSTRUCTION, A SILT FENCE IN ACCORDANCE WITH FOOT INDEX 702 (LA TEST VERSION) TYPE Ill SILT FENCE WILL BE ERECTED ALONG OF THE PERIMETER OF THE CONSTRUCT/ON SITE AS SHOWN.

ALL EXISTING CATCH BASINS WILL HAVE THEIR INLETS PROTECTED BY THE
/NSTALLA TION OF FILTER FABRIC INTO THE FRAME ANO GRATE.

THIS SILT FENCING ANO FILTER FABRIC WILL REMAIN IN PLACE OUR/NG THE ENTIRE DURATION OF CONSTRUCTION.

CONTRACTOR WILL BRACE ALL EXISTING LANDSCAPING TO REMAIN PRIOR TO BEGINNING ANY WORK ANO WILL ENSURE THEIR STAB/LIZA TION THROUGHOUT THE ENTIRE CONSTRUCT/ON PROCESS. EXISTING 500 DISTURBED BY CONSTRUCTION THAT IS NOT AFFECTED BY PROPOSED GRADING WILL BE RESTORED TO ITS ORIGINAL STA TE UPON COMPLETION OF CONSTRUCTION. 5000£0 SLOPES STEEPER THAN 4 HORIZONTAL TO 7 VERTICAL WILL BE PEGGED.

ALL WASTE GENERA TEO FROM THE CONSTRUCTION SHALL BE 0/SCAROEO IN ACCORDANCE WITH ALL APPLICABLE STA TE, LOCAL, ANO FEDERAL REGULATIONS. CONTRACTOR IS TO OBTAIN ALL APPLICABLE CODES ANO BECOME FAMILIAR WITH STA TE, LOCAL ANO FEDERAL REGULATIONS PRIOR TO BEGINNING CONSTRUCTION. REGULATIONS CAN BE FOUND, BUT NOT UM/TEO TO, DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT ANO DEPARTMENT OF ENVIRONMENTAL PROTECTION.

TO ENSURE THAT OFF-SITE VEHICLE TRACKING OF SEDIMENTS ANO THE GENERATION OF OUST IS MINIMIZED, CONTRACTOR IS TO PUT INTO PRACTICE THE METHODS DETAILED IN FOOT INDEX 706 (LA TEST VERSION).

OUST GENERA TEO FROM CONSTRUCTION WILL BE MINIMIZED.

AT ANY TIME OUR/NG CONSTRUCTION THAT THE SILT FENCING IS DISTURBED, THE SILT FENCING WILL BE RESTORED TO ITS ORIGINAL STA TE WITHIN 24 HOURS. AT NO TIME OUR/NG CONSTRUCTION SHALL WORK BE PERFORMED WITHOUT THE
INTEGRITY OF THE SILT FENCING SECURED.

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800 Fairway Drive, Suite 195 Deerfield Beach, Fl. 33441 Voice 954.481.2812 Fax:954.481.2818
www.stantec.com

The Contractor shall verify ond be responsible for oll dimensions. DO NOT scale the drawing - ony errors or omissions shall be reported to Stontec without delay. The Copyrights to oll designs ond drawings ore the property of Staniec. Reproduction or use for ony purpose other thon that authorized by Staniec is forbidden.

CITY OF CORAL SPRINGS

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A QUALIFIED INSPECTOR, PROV/OED BY THE OPERA TOR, SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE WATER. THE INSPECTION WILL OCCUR AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS ANO WITHIN 24 HOURS OF THE ENO OF A STORM THAT IS 0.5 INCHES OR GREATER. INSPECTION INCLUDES THE WRITTEN RECORDING OF THE CONDITION OF ALL DISCHARGE POINTS, INTEGRITY OF SILT FENCING, DAILY OUST CONTROL MEASURES, VEHICULAR TRAFFIC ANO CONSTRUCTION MATERIAL STORAGE ANO DISPOSAL. WRITTEN RECORD OF ALL INSPECTIONS WILL BE STORED BY THE OPERA TOR OUR/NG CONSTRUCTION.

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THE INSPECTION REPORT WILL INCLUDE, BUT IS NOT UM/TEO TO, THE FOLLOWING INFORMATION: NAME ANO OVAL/FICA TION OF PERSONNEL MAKING THE INSPECTION,

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DA TE OF INSPECTION, RAINFALL DATA, MAJOR OBSERVATIONS RELATING TO THE

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SWPPP, ACTIONS TAKEN BY CONTRACTOR ANO ANY INCIDENT OF NONCOMPLIANCE WITH PERMIT. WHERE AN INSPECTION DOES NOT IDENTIFY ANY INCIDENT OF NONCOMPLIANCE, THE REPORT SHALL CONTAIN A CERT/FICA TION THAT THE FACILITY IS IN COMPLIANCE WITH THE SWPPP ANO THE PERMIT.

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THE PERM/TT££ SHALL RETAIN A COPY OF THE SWPPP ANO ALL REPORTS, RECORDS ANO OOCUMENTA TION REQUIRED BY THE PERMIT AT THE CONSTRUCTION SITE, OR AN APPROPRIATE ALTERNATIVE LOCATION AS SPECIFIED IN THE NOTICE OF INTENT, FROM THE DATE OF PROJECT IN/TIA TION TO THE DATE OF FINAL STAB/LIZA TION. THE PERM/TT££ SHALL RETAIN COPIES OF SWPPP ANO ALL

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REPORTS REQUIRED BY THIS PERMIT, ANO RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THE PERMIT, FOR A PERIOD

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OF AT LEAST THREE (3) YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED.

PLACE A TURBITY BARRIER IN THE CANAL DOWNSTREAM OF THE CONSTRUCTION ZONE

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Post Op lions:
Softwood	2½ Diam. Softwood	2" x 4"
Hardwood	1½"x 1½" Steell

Optional Post Positions ---- 2S..\o·•

Principle Post Posit·

JOB	NUMBER
 215617552
	FILE No.	
DRAWN	K.V.M.
REVIEWED: S.B.

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Min. Dia. 1.33 Lbs/Ft.	,

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Filter Fabric (In

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(Canted 20" Toward Flow)

CHECKED	J.S.C.

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DATE	: 12/22/22

ISSUE/REVIS

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Silt Flow

Note: Spacing for Type Ill Fence to be in

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Type Ill	Silt Fence Protection
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ELEVA /ION

SECTION

Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses.	Silt  fences are to be used at  upland locations and turbidity barriers used at permanent bodies of water.

SILT FENCE APPL/CA noNS

TYPE Ill

SILT FENCE

	SHEET  T	

SWPP PLAN

  SHEET NU	ER	

  C-09	

Agenda Page 26

Sixth Order of Business

Agenda Page 27

I	CURVE TABLE	I
I ' ENGTH I RAD1US I DELTA
02°26'43"

I 07°14'49"

25.00' I 43°31'14"

480.00'

01°45'07"

445.00'_L0J3_°_16'51"

6n0.o.6o7-''-

CHORD BEARING

S80°49'01"E

18.54'

N76°12'01"E

117.36'

CHORD LENGTH

I I
TS09"36'50"W
I s08°35'49"W

SCALE:1"=40'

67°4_8'40"

2620.00'

25.00' _

-

Fox Tail Palms

80.10' I S75"51'12"W
27.8_9_'_ I S25"09'03"E
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(NOT-TO.SCALE)

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POINT OF REVERSE CURVATURE AT PARCEL "E"

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CURVATURE FOUND 1/2" IRON ROD

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EDGE

The	survey map & report or the copies thereof are not valid without the digital signature and seal of a Florida licensed surveyor and mapper

Date of Field Work: 03-20-2020
Dr-awn By: Oleg Order-#: 83875
Last Revision Date: 03-20-2020 Boundary Survey prepared by: LBBlll NexGen Surveying, LLC
5601 Corporate Way, Suite #103
West Pain--. Beach, FL 33407 561-508-6272

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suRVEYING, LLC.

1+	"	---c-o-nut Trees	I	!

f \J',1/\it:-R _J	p..Gt. p.. D
OQ';)i'2.Gi'2.0?.0	7.0' DR 6f /:>-Rc.f>-i'\0-
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- ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED

Agenda Page 28
See attached survey supplied by
owner for exact property information.
No tree will be removed or replanted as part of this permit

80'-1"

Top of bank	Location Map

Edge of water

Sheet 1 of 5

PREPARED FOR:

Existing Site Plan
Scale: 1" = 20'

120' DRAINAGE AND MAINTENANCE AREA NO. 1

MARK E. WEBER, P.E. LICENSE #53895 | CA 30702
MW ENGINEERING, INC
902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877
WWW.MwEngineering.net

Agenda Page 29

80'-1"
4'	1'

Top of bank

Edge of water

18'-11"

3'-6"

3'-6"

15'

8'

23'

Proposed 15' x 4' (60sf) wood access pier on (4) new 8"Ø wood piles

Proposed 11' x 8' (88sf) wood dock on (4) new 8"Ø wood piles

2

34'-61"

11'

34'-61"

2

Sheet 2 of 5

Proposed Site Plan
Scale: 1" = 20'

120' DRAINAGE AND MAINTENANCE AREA NO. 1

PREPARED FOR:

MARK E. WEBER, P.E. LICENSE #53895 | CA 30702
MW ENGINEERING, INC
902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877
WWW.MwEngineering.net

5"	6	5	1	7

11'
5"

Agenda Page 30

3

8'	2

Edge
of water

4	4

3'-6"	4'	3'-6"

23'

7'-6"

18'-11"

3

15'	6

5

7

2

1

7'-6"

2x6 "Tropic Deck" decking with (2) #10x3" s.s. wood screws per stringer

2x8 stringers @ 16" max spacing attach to substringer with (2) 16d toe nails

3.

8
bolts into drop hanger (minimum embedment = 4")

2x10 substringer with (1) 5"Ø thru bolts into wood dock piles and (1) 5"Ø lag

8

4.

4x4 drop hanger with (2) 5"Ø thru bolts into double stringers

8

(2) 2x8 stringers @ piles with (1) 5/8" thru bolt or lag bolt to piles

New 8"Ø wood piles

2x4 trim

8"Ø posts set in 18"Ø x 24" deep earth formed with redi mix type concrete

8

1'

Framing Plan
SCALE: 3/8" = 1'-0"

Top of bank

PREPARED FOR:

Sheet 3 of 5

MARK E. WEBER, P.E. LICENSE #53895 | CA 30702
MW ENGINEERING, INC
902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877
WWW.MwEngineering.net

8'

Edge of water

1" x 2"
wood slats	4'
1
7
5

23'

7'-6"

18'-11"

1

15'

7'-6"

PL

1'

3

3	2
MHW +0.3' NAVD    	6
MLW -1.9' NAVD

2, 5
6

8

Existing berm	1
to remain

Dock / Pier Section
Scale 1/4"= 1'-0"

Sheet 4 of 5

2x6 "Tropic Deck" decking with (2) #10x3" s.s. wood screws per stringer

2x8 stringers @ 16" max spacing attach to substringer with (2) 16d toe nails

3.

8
bolts into drop hanger (minimum embedment = 4")

2x10 substringer with (1) 5"Ø thru bolts into wood dock piles and (1) 5"Ø lag

8

4.

4x4 drop hanger with (2) 5"Ø thru bolts into double stringers

8

(2) 2x8 stringers @ piles with (1) 5/8" thru bolt or lag bolt to piles

New 8"Ø wood piles

2x4 trim

8"Ø posts set in 18"Ø x 24" deep earth formed with redi mix type concrete

PREPARED FOR:

1	01.19.23

Structural Comment

REVISIONS

CORRECTIONS

MARK E. WEBER, P.E. LICENSE #53895 | CA 30702
MW ENGINEERING, INC
902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877
WWW.MwEngineering.net

GENERAL NOTES:	CONCRETE NOTES:

Construction to follow the Florida Building Code 7th Edition (2020) and amendments as applicable and all Local, State and Federal Laws.

Licensed contractor shall verify the existing conditions prior to the commencement of the work. Any conflicts or omissions between existing conditions or the various elements of the working drawing shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and all subcontractors are responsible for all lines, elevations, and measurements in connection with their work.

Do not scale drawings for dimensions.

Any deviation and/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work.

All unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work.

All new work and/or materials shall conform to all requirements of each administrative body having jurisdiction in each appertaining circumstance.

All new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein.

Licensed Contractor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction.

Licensed Contractor to verify location of existing utilities prior to commencing work.

The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of the work.

Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies.

Turbidity barriers to be marked with site contractor's company name using permanent markings no smaller than 3 inches in height on the top of the barrier.

PILE DRIVING:

Piles shall be driven using an approved cushion block consisting of material so arranged so as to provide the transmission of hammer energy.

Piles shall be driven to a minimum allowable bearing capacity of 10 tons for wood, 25 tons for concrete, and 5 tons for pin piles, a minimum of 8' into berm or refusal.

Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight no less than 3,000 pounds, and the fall of the hammer shall not exceed 6'.

Concrete shall conform to ACI 318-14 and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water-cementitious materials ratio, by weight aggregate concrete of 0.40.

Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in accordance with ASTM.

Licensed contractor is responsible for the adequacy of forms and shoring and for safe practice in their use and removal.

Concrete cover shall be 3" unless otherwise noted on the approved drawings.

Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 specifications. All reinforcement shall be placed in accordance with ACI 315 and ACI Manual of Standard Practice.

Splices in reinforcing bars shall be not be less than 48 bar diameters and reinforcing shall be continuous around all corners and changes in direction. Continuity shall be provided at corners or changes in direction by bending the longitudinal steel around the corner 48 bar diameters.

Defective, cracked or loose concrete areas must be cut out, the rebar must be cleaned, coated with zinc and repaired with at least 3" of expoxy-concrete mix or gunnite concrete with sulfate-resistant cement.

PILE NOTES:

Wood piles to be 2.5 lb. CCA treated in accordance with AWPA standard C18.

Wood piles shall be a minimum diameter of 10", Miami Dade County requires minimum diameter of 12".

WOOD DOCK NOTES:

All materials to be pressure treated pine unless otherwise noted.

All frame work materials to be Southern Pine Grade #1

All Decking materials to be grade #1 unless otherwise noted.

All hardware to be Stainless Steel or Galvanized unless otherwise noted.

4

Piles shall be driven with a variation of not more than 1 inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pile from the position shown on the plans of not more than three inches.

Where piling must penetrate strata offering high resistance to driving, the structural engineer of record or special inspector may require that the piles be set in pre-drilled or punched holes. The piles shall reach their final penetration by driving.

PREPARED FOR:

Sheet 5 of 5

MARK E. WEBER, P.E. LICENSE #53895 | CA 30702
MW ENGINEERING, INC
902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877
WWW.MwEngineering.net

Agenda Page 33

Seventh Order of Business

Agenda Page 34

SURPLUS ITEMS

Item #	Item Description	VIN/SERIAL/MODEL #	YEAR	TAG	DEPARTMENT	VEHICLE #	MAKE	TITLE NUMBER	ACTUAL
MILEAGE/HOURS	SIZE	
1	TRUCK	1FTZR14U96PA66532	2006	YB682	FIELD	11	FORD RANGER	95639317	81,805	PK	
2	TRUCK	1FTYR14U77PA75503	2007	YC679	FIELD	141	FORD RANGER	98526660	83,965	PK	
3	TRUCK	1FMEU63E96UA11175	2006	YB683	WATER	30	FORD EXPLORER	95639185	59,759	UT	
4	TRUCK	1FDWF36L51EB57227	2001	32385	FIELD	34	FORD 350	82816752	80,250	PK	
5	TRUCK	1FTYR14U06PA34046	2006	38937	FIELD	44	FORD RANGER	94763995	76,907	PK	

6	

BOAT/TRAILER	

1ZBJS1814VM053305	
1997 TRL
2005 BOAT	

YM477	

GF		

TRAILER	

90772972 BOAT			
7	HIGH SERVICE PUMP	182724 SER. #			WATER		AMERICAN MARSH				
8	DIESEL ENGINE	4B13676 SER#			WATER		CATERPILLAR		1,462.1 HRS	125HP @ 2000RPM	
9	CENTRIFUGAL PUMP	T-4A3-B MODEL#			WASTE WATER		GORMAN RUPP			4 INCH	
10	MOTOR	B01A3160569F ID#			WASTE WATER		US ELECTRIC			7.5HP	
11	MOTOR	B01A3160569F ID#			WASTE WATER		US ELECTRIC			7.5HP	
12	SUBMERSIBLE PUMP	G002JE SER#			WASTE WATER		RELIANCE			4 INCH	
13	SUBMERSIBLE PUMP	US5034D3 MODEL#			WASTE WATER		GOULDS			5HP	

Surplus item’s photos
*Item numbers in photos match item numbers on surplus description list

Item # 1

Item # 2

Item # 3

Item # 4

Item # 5

Item # 6

Item # 7

Agenda Page 41

Item # 8

Item # 10

Item # 9

Item # 11

Item # 13

Item # 12

Eighth Order of Business

Fortiline, Inc. d/b/a Fortiline Waterworks agrees to provide Coral Springs Improvement District with all services, terms, and conditions listed in WH22- 047	with the City Of Boynton Beach. Fortiline, Inc. d/b/a Fortiline Waterworks agrees that they will also comply with the requirements below in the administration of this contract with the Coral Springs Improvement District. Further Fortiline, Inc. d/b/a Fortiline Waterworks agrees that it is their obligation to
obtain affidavits from any subcontractors to ensure that the subs are in compliance with E­ Verify.

The CONTRACTOR and its subcontractors warrant compliance with all federal immigration laws and regulations that relate to their employees. The CONTRACTOR agrees and acknowledges that the OWNER is a public employer subject to the E-Verify requirements as set forth in Section 448.095, Florida Statutes, and that the provisions of Section 448.095, Florida Statutes apply to this Agreement. If the OWNER has a good faith belief that the CONTRACTOR has knowingly hired, recruited or referred an alien who is not authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall terminate this Agreement. If the OWNER has a good faith belief that a subcontractor performing work under this Agreement knowingly hired, recruited or referred an alien who is not duly authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall promptly notify the CONTRACTOR and order the CONTRACTOR to immediately terminate the contract with the subcontractor. The CONTRACTOR shall be liable for any additional costs incurred by the OWNER as a result of the termination of a contract based on CONTRACTOR'S failure to comply with E-Verify requirements evidenced herein.

IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES TO THE CONTRACTORS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, THE CONTRACTOR SHOULD CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT
Sandra Demarco
21o N. University Drive, Suite 702 Coral Springs, FL 33071
(0) 954.603.0033, Ext. 40532
EmaiI: PublicRecords@inframark.com

Fortiline, Inc. d/b/a Fortiline Waterworks Representative

Title:	Assistant Corporate Secretary

CSID Representative

Title:------------
Name: (Print) 	_

;;,.\,\.O\ 		
Date	Signature	Date

Attachment B - Item 1					
	Core & Main	Fortiline	
Manufacturer	Discount Percentage Off	Cost Plus %	Discount Percentage Off	Cost Plus %	
Ford	0%	Market Cost Plus based on current market price lists.
Catalog groups: AEFGHIJ will be Market Cost Plus 11%

Catalog group: AA- S70/S90 Market Cost Plus 11% only on this saddle style

Catalog group: AA - 202B/202BS Market Cost Plus 11%
on this saddle type only

Catalog group: C -
Complete yoke boxes Market Cost Plus 11% only on this saddle type	0%	.	
Mueller	0%	0%	Service Brass: 45%
Hymax: 42%	.	
AY MCDonald	0%	0%	Service Brass: 51% Domestic threaded brass fittings: 82%
Domestic nipples: 92%	.	
Merit Brass	0%	Nipples and Fittings Market Cost Plus 11%	DOMESTIC LEAD FREE
BRASS: 77%	.	
Lee Brass	0%	0%	0%	.	

Attachment B - Item 2
Core and Main
Line Item	Description	Part Number	Current Price  Discount % from Item	Cost plus percentage from Item	Final Item Price	
	1 3/4" x 4" Brass Nipple		$ 4.5500 N/A	Market Cost Plus 11%	$ 5.0500	
	2 1" Ball Valve Comp x Yoke	B94-344W	$ 93.2100 N/A	Market Cost Plus 11%	$ 103.4600	
	3 1" CC Ball Corp	FB-1000-4	$ 76.1200 N/A	Market Cost Plus 11%	$ 84.4900	
	4 1" x 3/4" Brass Bushing		$ 8.5500 N/A	Market Cost Plus 11%	$ 9.4900	
	5 3/4" Tail Pieces	C91-23	$ 9.8700 N/A	Market Cost Plus 11%	$ 10.9600	
Fortiline
Line Item	

Description	

Part Number	

Current Price  Discount % from Item	

Cost plus percentage from Item	

Final Item Price	
1 3/4" x 4" Brass Nipple		$ 128.5500 92%	.	$ 10.2400	
2 1" Ball Valve Comp x Yoke	B94-344W	$ 172.0400 51%	.	$ 84.2900	
3 1" CC Ball Corp	FB-1000-4	$ 140.9100 51%	.	$ 69.0400	
4 1" x 3/4" Brass Bushing		$ 69.2400 82%	.	$ 12.4600	
5 3/4" Tail Pieces	C91-23	$ 18.2800 51%	.	$ 8.9500	

Line Item

Core and Main	Fortiline

1	$ 5.0500	3	  $ 10.2400 	2
3	
2	$ 103.4600	2	$ 84.2900		
3	$ 84.4900	2	$ 69.0400	3	
4	$ 9.4900	3	$ 12.4600	2	
5	$ 10.9600	2	$ 8.9500	3	
Total	$ 213.4500	2	$ 184.9800	3	
		14		16	
		
Points			
Lowest		3			
Second		2			
Third		1			

Attachment B - Item 3

Core and Main	Fortiline	
Cost Plus Percentage	Discount Percentage Off	
Core & Main would like to offer Market	ARI17.000%	
Cost Plus 11%. This	Endot HDPE 35.000%(Escalation clause up to 10%)	
price encompasses any non-	DFW GRADE C BOXES AND LIDS 26%	
brass products offered by Ford Mueller A	Trumbull industries 38%	
Y McDonald Merit or Lee as well as (but		
not limited to) any pipe valves fittings f	NDS METER BOXES AND LIDS60.000%	
ire hydrants and meters offered by our c	NDS CHECK VALVES40.000%	
ompany. Please note that all packing han	NDS TRUE UNION BALL VALVES40.000%	
dling shipping and delivery charges to th	NDS COMPRESSION FITTINGS45.000%	
e City of Boynton Beach are included.	NDS GATE VALVES40.000%	
	Raven meter boxes Sigma and iron and polymer lids 35%	
	CDR meter boxes and lids tier 8 - 45%	
	
Cost Plus Percentage	
	*Any item not on the list - 20% plus cost plus freight*	

Ninth Order of Business

9A

AMENDMENT 1 TO WORK AUTHORIZATION 208
Globaltech No. 151387

Pursuant to the provisions contained in the "Contract for Professional Engineering Consulting and Design-Build Services on a Continuing Contract Basis " between the CORAL SPRINGS IMPROVEMENT DISTRICT, hereinafter referred to as "OWNER,” and Globaltech, Inc., hereinafter referred to as "FIRM,” dated July 1, 2012 (hereinafter referred to as "AGREEMENT"), this Work Authorization authorizes the FIRM to provide services under the terms and conditions set forth herein and in the AGREEMENT, which is incorporated herein by reference as though set forth in full.

The OWNER desires design-build services related to the WWTP Headworks Concrete Crack Repair, hereinafter referred to as the “Specific Project.”

Section 1 – Terms
NO CHANGE.

Section 2 – Scope of Work
Amendment 1 reimburses funds for an unspent allowance of $10,000.00 and returning unspent subcontract (CROM) charges of 13,664.00 for a total of
$23,664.00.

Section 3 – Location
NO CHANGE.

Section 4 – Deliverables
NO CHANGE.

Section 5 – Time of Performance
NO CHANGE.

Section 6 – Method and Amount of Compensation
This Amendment No. 1 to Work Authorization 208 decreases the $61,875.00 contract value by -$23,664.00 to a new final contract amount of $38,211.00

Original Contract	$61,875.00	
Change Order 1 (Allowance)	-$23,664.00	
New Contract Amount	$38,211.00	

Section 7 – Application for Progress Payment
NO CHANGE.

Section 8 – Responsibilities
NO CHANGE.

Section 9 – Insurance
NO CHANGE.

Section 10 – Level of Service
NO CHANGE.

Section 11 – Indemnification
NO CHANGE.

IN WITNESS WHEREOF, this Amendment to a Work Authorization, consisting of three (3) pages has been caused fully executed on behalf of the FIRM by its duly authorized officer, and the OWNER has the same to be duly none and on its behalf, effective as of the date herein above written.
CORAL SPRINGS IMPROVEMENT DISTRICT

Signature of Witness

Printed name of Witness

State of Florida County of Palm Beach

The foregoing instrument was acknowledged before me on this
8th day of February 2023 by
David Schuman, who is personally known to me OR produced 	 as identification.

Signature of Notary

Signature of President

Printed Name of President

Date
Approved as to form and legality

District Counsel
FIRM

Globaltech, Inc. Company

Signature
David Schuman, P.E./ VP of Project Delivery Name and Title (typed or printed)

February 27, 2023 Date

9B

WORK AUTHORIZATION
CSID WA GT-207
Globaltech No. 151385

Pursuant to the provisions contained in the "Contract for Professional Engineering Consulting and Design-Build Services on a Continuing Contract Basis " between the CORAL SPRINGS IMPROVEMENT DISTRICT, hereinafter referred to as "OWNER", and  Globaltech, Inc., hereinafter referred to as "FIRM", dated July 1, 2012  (hereinafter referred to as "AGREEMENT"), this Work Authorization authorizes the FIRM to provide services under the terms and conditions set forth herein and in the AGREEMENT, which is incorporated herein by reference as though set forth in full.

The OWNER desires design-build services related to the Deep Injection Well Mechanical Integrity Testing (DIW MIT), hereinafter referred to as the “Specific Project”.

Section 1 – Terms
The FIRM shall be defined as an individual, corporation or contractor having a direct contract with the OWNER or with any other subcontractor in the performance of a part of the work contracted for under the terms of this Work Authorization with the OWNER.

Section 2 – Scope of Work
The FIRM will provide the following services in accordance with the AGREEMENT:

This scope of work is for providing professional and construction services for the mechanical integrity testing of Deep Injection Wells IW-1 and IW-2 at the Coral Springs Improvement District Wastewater Treatment Plant (WWTP).  The DIW MITs must be performed every five years and the

current MITs expire in January 2024. The intent is to complete the DIW MITs by early November 2023.

This Work Authorization provides for both the professional services to prepare the MIT specifications and scope of work for the well contractor, preparation of a report and submission of the MIT Report to the regulatory agencies, as well as the construction services to conduct the MIT work.

Task 1 – Professional Services
This task includes project management and professional services required for the project.
Professional Services and Project Management

Develop a sub-contract with McNabb Hydrogeological Consulting, Inc. (MHC) to provide all of the hydrogeological services.
Meet with the OWNER to review the project scope.
Prepare an MIT plan for IW-1 and IW-2 for submittal to the Florida Department of Environmental Protection (FDEP) and the Technical Advisory Committee (TAC). Provide two (2) draft copies of the plan to the OWNER for review. Collect and incorporate OWNER comments and submit four (4) final copies of the plan to the OWNER.
Prepare Technical Specifications and Contract Documents for MIT well contractor.
Provide field services associated with the MIT for each well. Field services include resident observation services during the MITs by staff experienced in the construction and testing of Class I injection wells. Staff will be on-site during all critical activities included in this Work Authorization.
Review and process submittals and contractor payment applications.
Prepare a Mechanical Integrity Testing Report for each well. Provide electronic draft copy of the report to the OWNER for review. Collect and incorporate OWNER comments and submit sealed electronic copies of

the report to the OWNER, which includes the copies to be submitted to the FDEP and TAC. In addition, three (3) original signed and sealed copies will be provided to OWNER.
The Firm will submit copies of the MIT Report to FDEP and TAC and will respond to up to one (1) RFI.
Attend up to two meetings.

Task 2 – Construction Services
This task consists of performing the mechanical integrity testing services on IW-1 and IW-2. These services include the following (for each well):

Develop a sub-contract with a well contractor to provide the MIT well construction services. Services shall include the following (for each well):
Mobilize, demobilize, site preparation and cleanup.
Perform casing pressure test.
Perform temperature log.
Perform video survey.
Perform Radioactive Tracer Survey (RTS).
Provide up to 24 additional hours of emergency conditions wellhead assembly (approval required)
Globaltech has obtained a bid price from Florida Drilling, Inc. Costs presented in this Work Authorization are based on the quote received by Florida Drilling, Inc.,to conduct the work.
During the MIT, IW-2 cannot be out of service for more than 24 hours. If necessary, IW-2 will be placed back into service within 3 hours after notice by OWNER.

Assumptions
Assumptions for the project are as follows:
Bonding is not required.
Permit fees shall be paid by the OWNER.

OWNER is responsible for shutting down the DIWs and diverting flow.
Equipment and material costs vary by market conditions, price increases shall be considered by OWNER with appropriate cost backup. A 15% mark-up on materials and 12% mark-up on subconsultants and subcontractors are assumed.
An allowance of $15,000 is included in the project budget. The allowance is only to be accessed with OWNER’s written approval. Unused portion of allowance to be credited back to OWNER in a Work Authorization Amendment.
No Record Drawings or surveying shall be required.

Section 3 – Location
The services to be performed by the FIRM shall be on the following site or sites:
Coral Springs Improvement District Waste Water Treatment Plant
Section 4 – Deliverables
The FIRM will provide the following Deliverables to OWNER:
MIT Plan (draft and final)
Technical Specifications (draft and final)
Performance of the MITs.
MIT Report (draft and final)

Section 5 - Time of Performance
Project will commence after execution of this Work Authorization and a Notice to Proceed is issued by OWNER. The FIRM and OWNER agree to the following schedule:

Task	Time Elapsed to Subtask Completion	
Notice to Proceed (NTP)	0 Days	
Draft MIT Plan	21 Days following NTP	
Final MIT Plan	14 Days after receipt of comments	
Technical Specifications	28 Days following NTP	
DIW MIT	Work will be performed by November 15, 2023. Work schedule depends on results of MIT plan.	
Draft MIT Report	28 Days after completion of MIT	
Final MIT Report	21 Days after receipt of comments	

Section 6 - Method and Amount of Compensation
The FIRM shall be paid by the OWNER in accordance with the Florida’s Prompt Payment Act Florida Statute 218.70-79 and in accordance with the payment method as set forth in Section 6 of the AGREEMENT. The calculations shall begin using the date the invoice was received.

Total job price: $252,704.

On the terms contained in the FIRM’s said proposal for the doing of said work and the said award therefore, and the specifications herein specifically referred to and made a part of this contract.
The cost for the above scope of services is a lump sum (LS). The LS is based on the materials, methods, and assumptions presented in the scope of services and may be adjusted based on final detail design and alternative selections or omissions. The LS shall not be greater than the stated amount unless there is an approved increase in the scope of services.
A Budget Summary for the above LS is provided in Attachment A.

Section 7 - Application for Progress Payment
Unless otherwise prescribed by law, at the end of each month, the FIRM shall submit to the OWNER for review, an Application for Progress Payment filled out and signed by the FIRM covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the AGREEMENT.

The Application for Progress Payment shall identify the amount of the FIRM Total Earnings to Date based upon value of original contract Work performed to date as approved by fully executed Change Orders.
Payment shall be based upon percentage of work completed based upon the approved schedule of values. Retainage in the amount of 5% will be withheld on the calculated value of any work, with the exception of stored materials which may be paid at the supplier's invoiced cost. At FIRM's request, after 50% completion of the work has been achieved, the OWNER will implement a reduction in retainage to 2.5% of all future pay requests. If retainage is reduced, FIRM may not withhold more than 2.5% retainage from subcontractors or suppliers and will be required to certify compliance with F.S. 218.70 et seq on each subsequent pay application. Notwithstanding the foregoing, in no instance can the amount retained be less than the value of OWNER's good faith claims plus the value of the work the OWNER determines remains to be put in place or required to be performed as remedial activities. For the purposes of this section, 50% completion shall be that point in time when OWNER determines that half of the Work required by the Contract has been completed. In no event shall the Work be determined to be 50% completed before the OWNER has paid 50% of the Contract amount and 50% of the Contract time has expired. The amount of previous Pay Estimate payments shall then be subtracted to equal the Balance Due during the Pay Estimate period.
When the OWNER determines the Work to be Substantially Complete, the OWNER may reduce the retainage to two and one-half percent (2.5%) of the dollar value of all Work satisfactorily completed to date, provided that the FIRM is making satisfactory progress toward Final Completion of the Work, that in the opinion of both the Engineer and the OWNER there is no specific cause for a greater retainage, and the FIRM obtains the written consent of the Surety Companies furnishing the required Public Construction Bond on consent forms provided by the OWNER. The OWNER may reinstate the retainage up to five percent (5%) if the OWNER

determines, at its discretion or the Engineer's discretion, that the FIRM is not making satisfactory progress toward final completion of the Work or where there is other specific cause for such withholding.
Partial payment may be made for the delivered cost of stored materials planned for incorporation into the Work, provided such materials meet the requirements of this Contract, the Contract Drawings, and the Specifications, and are delivered and suitably stored at the project site, or at another location acceptable to the OWNER. Such material must be stored in a secure manor acceptable to the OWNER, and in accordance with the manufacturer's recommendations.
The delivered cost of such stored or stockpiled materials may be included in any subsequent application for payment provided the FIRM meets the following conditions:
An applicable purchase order or supplier's invoice is provided listing the materials in detail, the cost of each item, and identifies this specific contract by name.
The materials are fully insured against loss or damage (from whatever source) or disappearance prior to incorporation into the Work.
Stored materials approved for payment by the OWNER shall not be removed from the designated storage area except for incorporation into the Work.
Evidence that the FIRM has verified quantity and quality of the materials delivered (verified packing list).
It is further agreed between the parties that the transfer of title and the OWNER's payment for any stored or stockpiled materials pursuant to these General Conditions, and any applicable provisions of the Supplementary General Conditions, shall in no way relieve the FIRM of the responsibility of ensuring the correctness of those materials and for furnishing and placing such materials in accordance with the requirements of this Contract, the

Contract Drawings, the Technical Specifications, and any approved changes thereto.
The following monthly Application for Progress Payment shall be accompanied by Bills of Sale, copies of paid invoices, releases of lien, or other documentation warranting that the FIRM has received the stored materials and equipment free and clear of all liens, charges, security interests, and encumbrances (which are hereinafter in these General Conditions referred to as "Liens") and evidence that the stored materials and equipment are covered by appropriate property insurance and other arrangements to protect the OWNER's interest therein, all of which shall be satisfactory to the OWNER.
The FIRM shall warrant and guarantee that title to all Work, materials, and equipment covered by an Application for Progress Payment, whether incorporated in the Work or not, will pass to the OWNER no later than the time of Final Payment free and clear of all liens or other encumbrances.
The Engineer shall, within ten (10) days after receipt of each Application for Progress Payment, either indicate in writing a recommendation of payment and present the Application to the OWNER, or return the Application to the FIRM indicating in writing the Engineer's reasons for refusing to recommend payment. In the later case, the FIRM may make the necessary corrections and resubmit the Application. Twenty (20) days after presentation of the application for progress payment to the OWNER with the Engineer's recommendation, the amount approved will (subject to the provisions of the following Paragraph) become due and when due will be paid by the OWNER to the FIRM.

In the event any dispute with respect to any payment or pay request cannot be resolved between the Contractor and Owner's project staff, Contractor may, in accordance with the alternative dispute resolution requirements of Florida Statute section 218.72, et seq, demand in writing a meeting with and review by the OWNER’S (agency) director. In the absence of the agency

director, a deputy director may conduct the meeting and review. Such meeting and review shall occur within ten (10) business days of receipt by OWNER of FIRM’s written demand. The OWNER’s manager, shall issue a written decision on the dispute within ten (10) business days of such meeting. This decision shall be deemed the OWNER's final decision for the purposes of the Local Government Prompt Payment Act.
The OWNER may refuse to make payment of the full amount recommended by the Engineer because claims have been made against the OWNER on account of the FIRM's performance of the Work, or because Liens have been filed in connection with the Work, or there are other items entitling the OWNER to a credit against the amount recommended, but the OWNER must give the FIRM written notice within twenty (20) business days after the date on which the invoice is stamped as received (with a copy to the Engineer) which specifies the invoice deficiency and any action necessary to make the invoice complete and proper.

Section 8 – Responsibilities
The FIRM shall, under no circumstance, look to the OWNER to provide any labor or equipment for the FIRM. The FIRM shall provide all of the labor and equipment necessary to perform the job or services contracted for at the expense of the FIRM. Property of any kind that may be on the premises, which are the site of the performance of this contract, during the performance of this Work Authorization, shall be at the sole risk of the FIRM.
The OWNER hereby designates Tom Kedrierski as	the OWNER's representative.
In addition to applicable provisions of Section 2 of the AGREEMENT, the OWNER will:
Provide copies of existing drawings and equipment cut sheets if requested by FIRM
Pay required permit fees from FDEP
Provide a potable water source

The FIRM acknowledges and understands that it is an independent contractor in its relationship with the OWNER. The FIRM hereby designates Rick Olson, P.E., as the FIRM’s representative.

Section 9 – Insurance
The FIRM shall provide certificate of insurance to the OWNER setting forth the type and amount of insurance carried by the FIRM and conforming to the minimum requirements set forth in the AGREEMENT.

Section 10 – Level of Service
The OWNER shall have the right to terminate said Agreement by giving the FIRM thirty (30) days written notice if the service that is being provided is not maintained at levels necessary to provide the required service. The OWNER will determine in its sole judgment what constitutes a satisfactory level of service.

Section 11 – Indemnification
The Firm shall indemnify and hold harmless the Owner and its officers and employees as set forth in Section 11 of the Agreement.

IN WITNESS WHEREOF, this Work Authorization, consisting of  eleven (11)  pages and Attachment A has been caused fully executed on behalf of the FIRM by its duly authorized officer, and the OWNER has the same to be duly name and in its behalf, effective as of the date herein above written.

CORAL SPRINGS IMPROVEMENT DISTRICT

 	

Signature of Witness

Signature of President

		Dr. Marty Shank	.

Printed name of Witness

State of Florida
County of Palm BEACH

The foregoing instrument was acknowledged before me on this

Printed Name of President

Date

Approved as to form and legality

District Counsel

ENGINEER

_Globaltech, Inc.	 Company

	 day of 	, 2023 by		
Signature

who is personally known to me OR produced 	 as identification.

David Schuman, P.E., Vice President	 Name and Title (typed or printed)

February 27, 2023	

Signature of Notary	Date

Attachment A Budget Summary

Agenda Page 67

Coral Springs Improvement District
151385 CSID DIW 1 & 2 MIT
2023 Recerficatoin	
		
Units	
Quantity		
Cost		
Ext. Cost	
Ext. Price	

Bid Item										
2000	DIW MIT									
L L L L L	Mobilization
Casing Pressure Test Temperature Log Video Survey
RTS	LOT EA EA EA EA	1
2
2
2
2	$
$
$
$
$	30,000.00
30,000.00
7,000.00
8,000.00
19,500.00	$
$
$
$
$	30,000.00
60,000.00
14,000.00
16,000.00
39,000.00	$
$
$
$
$	33,000.00
66,000.00
15,400.00
17,600.00
42,900.00	
L	Emergency Conditions Wellhead Assembly	HR	24	$	200.00	$	4,800.00	$	5,280.00	
	Construction Manager	HR	16	$	95.00	$	1,520.00	$	1,520.00	
	Allowance					$	15,000.00	$	15,000.00	
	Total									
5000
L	Engineering Engineering	
LOT	
1					
$	
56,004.00	

Project Total	$	252,704.00

ATTACHMENT A
DIW 1 & 2 MIT
Engineering Budget Summary

Agenda Page 68

Task	

Task Description	Officer	E6	E4	CADD	Adm 3	Adm 1	
Total Labor	*Sub-
Consultant Services	
Sub- Consultants	
		$210.00	$180.00	$155.00	$108.00	$77.00	$52.00				
	Project Management/Coordination		24			4	8				
	Subcontractor Coordination		12								
	Pre-Constrcution Meeting / Effluent Management		8				2		38,000	MHC	
	Scope Meeting		4				2				
	Testing Oversight		16				4				
	Report Review		4								
	Project / Permit Closeout		4				2				
											
	Subtotal Task 1	0	72	0	0	4	18	14,204			
											
	Labor Subtotal Hours	0	72	0	0	4	18				
	Labor Subtotal	$0	$12,960	$0	$0	$308	$936	14,204			
	Labor Total							14,204			
	Subconsultant Labor Total								38,000		
	Subconsultant Multiplier								1.1		
	Subcontract Total								$41,800		
											
	PROJECT TOTAL								$56,004		
MHC - McNabb Hydrogeologic Consulting

9C

WORK AUTHORIZATION 204
No.	GT-151381

Pursuant to the provisions contained in the "Contract for Professional Engineering Consulting and Design-Build Services on a Continuing Contract Basis " between the CORAL SPRINGS IMPROVEMENT DISTRICT, hereinafter referred to as "OWNER", and  Globaltech, Inc., hereinafter referred to as "FIRM", dated July 1, 2012  (hereinafter referred to as "AGREEMENT"), this Work Authorization, executed this  19th  day of _December 2022, authorizes the FIRM to provide services under the terms and conditions set forth herein and in the AGREEMENT, which is incorporated herein by reference as though set forth in full.

The OWNER desires design-build services related to High Service Pump Building Valve Replacement, hereinafter referred to as the “Specific Project”.

Section 1 – Terms
The FIRM shall be defined as an individual, corporation or contractor having a direct contract with the OWNER or with any other subcontractor in the performance of a part of the work contracted for under the terms of this Work Authorization with the OWNER.

Section 2 – Scope of Work

Many of the buried valves crucial to the operation of the potable water distribution system are over 50-years old. As part of normal preventative maintenance, OWNER has implemented a program to proactively replace aging and non-operational equipment. Of particular concern is a 24-inch butterfly valve isolating flow to the western portion of the distribution network. Currently there are two butterfly valves that have failed (open) and cannot be closed to isolate flow. In addition, one of the valves is housed in a large concrete vault that previously was used as a chemical injection port and metering location. These old systems pose potential failure locations

and the vault itself poses a long-term liability. This Work Authorization replaces one such valve and eliminates unnecessary piping and equipment. Implementing this Work Authorization will provide increased reliability and continued operational flexibility for the distribution network. As part of this Work Authorization, one (1) 24-inch butterfly valve will be removed and replaced while a second (non-operating) valve will be eliminated. In addition, the concrete valve vault will be demolished and backfilled.

FIRM will provide the following services in accordance with Sections 1 and 2 of the AGREEMENT and generally consist of the following tasks:
Provide and replace one (1) 24-inch buried butterfly valve.
Demolish one (1) concrete below ground valve vault
Remove valve, injection port, and electrical equipment within vault. Replace piping from new 24-inch diameter valve to existing reducer on the east side of valve vault.
Backfill, compact and re-grade all excavations

Task 1 – Project Coordination/Review
The FIRM will meet and coordinate with the OWNER during on site visits to collect site layout, develop an approach to execute the work, and to establish timing and coordination of work.

Task 2 – Engineering and Project Management
FIRM shall perform the following:
Site visits to determine equipment needed and logistics for improvements.
Coordinate	utility	location	services	in	areas	of	exploratory excavations.
Prepare subcontracts.
Prepare submittals for the replacement butterfly valve and piping.
Coordinate material and equipment purchases

Schedule and conduct meetings, inspections, and testing with OWNER’s staff, as needed.
Conduct site inspections during field activities.
Coordinate shut down operations during demolition and construction activities.
Coordinate bacteriological testing protocols.
Prepare project closeout documentation.

Task 3 – Construction of Improvements
The following work is proposed for the construction of this project:

Exploratory Excavation
Identify and mark utilities in the areas of proposed excavations.
Excavate area around buried valve, vault, and locations of proposed and existing line-stops and sample / injection ports. During the excavation, sizes, dimensions, mechanical connections and materials will be observed and documented.
Following the exploratory excavation, all excavations will be backfilled.
Following observation during the exploratory excavations, a replacement valve and piping will be selected, reviewed with OWNER and purchased.

24-inch Valve Replacement

Re-excavate around valve pit, 24 x 30 Tee, line stop locations and sample ports.
Remove approximately 75 feet of 4-foot-wide sidewalk.
Demolish concrete vault (approximately 3 feet below grade). Bottom of box will be sufficiently broken to permit drainage. Additionally, the

box will be broken to allow for the installation of new piping passing through the vault.
Remove PVC water service to field maintenance building. Assist CSID staff with providing temporary water service during valve installation and sampling activities
Install new line-stop on 30-inch finished water distribution line (just west of 30 x 24 Tee) to isolate work area.
Attempt to use 16-inch pipe saddle located on finished water distribution line (east of 30 x 24 Tee). A pipe saddle was installed in this location during a previous project. Globaltech will attempt to identify and use the existing saddle. If, however, the saddle cannot be located or is unusable, a new line stop on the 16-inch diameter line will be installed and funded through the construction allowance.
Coordinate work with OWNER. Assist with closing valves and inflating line stops to isolate 24-inch finished water distribution line.
Remove and replace one new 24-inch butterfly valve. Install new valve stem, riser and valve pit finished with concrete apron.
Remove injectors, valve, elbow and reducers near and within the valve pit. Replace with new 24-inch ductile iron piping and mechanical fittings.
Install 1.5-inch diameter tap into 24-inch line to provide water service for field maintenance building.
Excavate line tap (previously installed) on 24-inch line located near the High-Service-Pump Building. This tap will be used for flushing the water main after the valve replacement is complete.
Install pipe saddle and corp stop near the location of the 30-inch line stop. A sample port will then be installed to facilitate flushing and bacteriological testing.
	Install pipe saddle and corp stop near the location of the 16-inch line stop. A sample port will then be installed to facilitate flushing and bacteriological testing.

Assist OWNER with disinfecting, connecting potable water hoses, and flushing the portions of distribution system that were de- pressurized.
Bacteriological samples will be collected (By CSID Staff) at two locations; adjacent to the 30-inch and 16-inch line stops. Upon receiving two negative bacteriological samples within a 24-hour period, remove line-stops.
Fully pressurize system and inspect for leaks.
Backfill, compact and re-grade surface around excavation areas.

Assumptions

Assumptions for the project are as follows:
No permitting will be required.
A maintenance of traffic (MOT) plan will not be required.
A de-watering system (well-points) will not be required during excavation and valve replacement activities. Groundwater will be managed using drainage rock and a “trash pump.”
Valve replacement activities will be conducted using sufficient construction personnel to complete the task within one day.
Neither design nor record drawings will be prepared.
O&M Manual will be provided for the replacement valve.
Debris generated during the replacement of the valves will be placed in dumpsters (or acceptable locations) and disposed of by OWNER.
Sod will be provided and installed by others.
OWNER will isolate and remove power and all electronic cabling leading into the valve pit.
It is assumed that a 2-inch sample port exists near the High Service Pump Building and that this port will be used to flush the newly installed water main.

It is assumed that CSID staff will be able to close and isolate the 24-inch finished water main between the High Service Pump Building and the 24-inch valve that is going to be replaced.
WA provides five days (4-nights) of rental for line stops. For the purpose of estimation, it is assumed that the line stops will be installed on Day 1, valve and piping will be installed on Day 2, Line flushing will occur on Day 3, sampling will be conducted on Days 3 & 4, and that the line stops will be removed on Day 5. Should additional time be required to provide negative bacteriological samples, additional rental will be authorized by OWNER through the construction allowance.
FIRM will assist OWNER with the installation of water and drain lines necessary to flush, disinfect, and sample portions of distribution system that was depressurized.
If equipment (pipe, fittings and valve) arrives on site before FIRM mobilization, OWNER will assist FIRM by off-loading equipment.
Every effort will be made to prevent damage to the existing pavement and curb. A specific line item in the construction budget has not been included to repair or replace these items. In the event that they are damaged during construction, FIRM will request to access the construction allowance to fund the repairs.
An allowance of $35,000 is included to cover additional work if needed and additional rental time for line stops if needed. The allowance will only be accessed with prior written authorization by OWNER.

Section 3 – Location
The services to be performed by the FIRM shall be on the following site or sites:
North-west corner of High Service Pump Building

Section 4 – Deliverables
The FIRM will provide the following Deliverables to OWNER:

New valve and piping as described in Section 2.
Manufacturer’s data sheets for new equipment.

Section 5 - Time of Performance
Project will commence after execution of this Work Authorization and a Notice to Proceed is issued by OWNER. The FIRM and OWNER agree to the following schedule:

Task	Time Elapsed to Subtask Completion	
Notice to Proceed (NTP)	0 Days	
Exploratory Excavations	4 weeks following NTP	
Procurement	20 weeks following NTP	
Construction	24 weeks following NTP	
Closeout	26 weeks following NTP	

Section 6 - Method and Amount of Compensation
The FIRM shall be paid by the OWNER in accordance with the Florida’s Prompt Payment Act Florida Statute 218.70-79 and in accordance with the payment method as set forth in Section 6 of the AGREEMENT. The calculations shall begin using the date the invoice was received.
Total job price: $317,760. (Construction cost + allowance). The Base Price includes and allowance of $35,000.
On the terms contained in the FIRM’s said proposal for the doing of said work and the said award therefore, and the specifications herein specifically referred to and made a part of this contract.
The cost for the above scope of services is a Lump Sum Price (LSP). The LSP is based on the materials, methods, and assumptions presented in the scope of services and may be adjusted downward based on final detail design and alternative selections or omissions. The LSP shall not be greater than the stated amount unless there is an approved increase in the scope of services. The final stipulated sum (adjusted LSP) submitted

herein shall be an amount to be billed on the basis of “percent complete” and stored materials turned over to the OWNER.
A Budget Summary for the above lump sum fee is provided in Attachment A.

Section 7 – Application for Progress Payment
Unless otherwise prescribed by law, at the end of each month, the FIRM shall submit to the OWNER for review, an Application for Progress Payment filled out and signed by the FIRM covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the AGREEMENT.
The Application for Progress Payment shall identify the amount of the FIRM Total Earnings to Date based upon value of original contract Work performed to date as approved by fully executed Change Orders.
Payment shall be based upon percentage of work completed based upon the approved schedule of values. Retainage in the amount of 5% will be withheld on the calculated value of any work, with the exception of stored materials which may be paid at the supplier's invoiced cost. At FIRM's request, after 50% completion of the work has been achieved, the OWNER will implement a reduction in retainage to 2.5% of all future pay requests. If retainage is reduced, FIRM may not withhold more than 2.5% retainage from subcontractors or suppliers and will be required to certify compliance with F.S. 218.70 et seq on each subsequent pay application. Notwithstanding the foregoing, in no instance can the amount retained be less than the value of OWNER's good faith claims plus the value of the work the OWNER determines remains to be put in place or required to be performed as remedial activities. For the purposes of this section, 50% completion shall be that point in time when OWNER determines that half of the Work required by the Contract has been completed. In no event shall the Work be determined to be 50% completed before the OWNER has paid 50% of the Contract amount and 50% of the Contract time has expired. The

amount of previous Pay Estimate payments shall then be subtracted to equal the Balance Due during the Pay Estimate period.
When the OWNER determines the Work to be Substantially Complete, the OWNER may reduce the retainage to two and one-half percent (2.5%) of the dollar value of all Work satisfactorily completed to date, provided that the FIRM is making satisfactory progress toward Final Completion of the Work, that in the opinion of the OWNER there is no specific cause for a greater retainage, and the FIRM obtains the written consent of the Surety Companies furnishing the required Public Construction Bond on consent forms provided by the OWNER. The OWNER may reinstate the retainage up to five percent (5%) if the OWNER determines, that the FIRM is not making satisfactory progress toward final completion of the Work or where there is other specific cause for such withholding.
Partial payment may be made for the delivered cost of stored materials planned for incorporation into the Work, provided such materials meet the requirements of this Contract, the Contract Drawings, and the Specifications, and are delivered and suitably stored at the project site, or at another location acceptable to the OWNER. Such material must be stored in a secure manor acceptable to the OWNER, and in accordance with the manufacturer's recommendations.
The delivered cost of such stored or stockpiled materials may be included in any subsequent application for payment provided the FIRM meets the following conditions:
a.	An applicable purchase order or supplier's invoice is provided listing	
the materials in detail, the cost of each item, and identifies this	
specific contract by name.	
b.	The materials	are	fully insured against loss	or	damage (from	
	whatever source) or disappearance prior to incorporation into the	
	Work.					

c.	Stored materials approved for payment by the OWNER shall not be removed from the designated storage area except for incorporation
into the Work.	
d.	Evidence that the FIRM has verified quantity and quality of the
materials delivered (verified packing list).	
It is further agreed between the parties that the transfer of title and the OWNER's payment for any stored or stockpiled materials pursuant to these General Conditions, and any applicable provisions of the Supplementary General Conditions, shall in no way relieve the FIRM of the responsibility of ensuring the correctness of those materials and for furnishing and placing such materials in accordance with the requirements of this Contract, the Contract Drawings, the Technical Specifications, and any approved changes thereto.
The following monthly Application for Progress Payment shall be accompanied by Bills of Sale, copies of paid invoices, releases of lien, or other documentation warranting that the FIRM has received the stored materials and equipment free and clear of all liens, charges, security interests, and encumbrances (which are hereinafter in these General Conditions referred to as "Liens") and evidence that the stored materials and equipment are covered by appropriate property insurance and other arrangements to protect the OWNER's interest therein, all of which shall be satisfactory to the OWNER.
The FIRM shall warrant and guarantee that title to all Work, materials, and equipment covered by an Application for Progress Payment, whether incorporated in the Work or not, will pass to the OWNER no later than the time of Final Payment free and clear of all liens or other encumbrances.
In the event any dispute with respect to any payment or pay request cannot be resolved between the FIRM and OWNER's project staff, FIRM may, in accordance with the alternative dispute resolution requirements of Florida Statute section 218.72, et seq, demand in writing a meeting with and review by the OWNER’S (agency) director. In the absence of the agency director,

a deputy director may conduct the meeting and review. Such meeting and review shall occur within ten (10) business days of receipt by OWNER of FIRM’s written demand. The OWNER’s manager shall issue a written decision on the dispute within ten (10) business days of such meeting. This decision shall be deemed the OWNER's final decision for the purposes of the Local Government Prompt Payment Act.

Section 8 – Responsibilities
The FIRM shall, under no circumstance, look to the OWNER to provide any labor or equipment for the FIRM. The FIRM and its Subcontractors shall provide all of the labor and equipment necessary to perform the job or services contracted for at the expense of the FIRM. Property of any kind that may be on the premises, which are the site of the performance of this contract, during the performance of this Work Authorization, shall be at the sole risk of the FIRM.

The OWNER hereby designates Christian McShea	as	the OWNER's representative.
In addition to applicable provisions of Section 2 of the AGREEMENT, the OWNER will:
Provide access to potable water
Assist	with	temporary	potable	water	connection	to	field maintenance building
By-pass traffic (if required) during valve replacement
Conduct bacteriological sampling

The FIRM acknowledges and understands that it is an independent contractor in its relationship with the OWNER. The FIRM hereby designates Rick Olson, P.E. as the FIRM’s representative.

Section 9 – Insurance
The FIRM shall provide certificate of insurance to the OWNER setting forth the type and amount of insurance carried by the FIRM and conforming to the minimum requirements set forth in the AGREEMENT.

Section 10 – Level of Service
The OWNER shall have the right to terminate said Agreement by giving the FIRM thirty (30) days written notice if the service that is being provided is not maintained at levels necessary to provide the required service. The OWNER will determine in its sole judgment what constitutes a satisfactory level of service.

Section 11 – Indemnification
The Firm shall indemnify and hold harmless the Owner and its officers and employees as set forth in Section 11 of the Agreement.

IN WITNESS WHEREOF, this Work Authorization, consisting of  thirteen (13)  pages and Attachment A has been caused fully executed on behalf of the FIRM by its duly authorized officer, and the OWNER has the same to be duly name and in its behalf, effective as of the date herein above written.

(SEAL) ATTEST:

Printed name of Witness

Printed name of Witness Printed name of Witness

State of Florida County of Palm Beach

The foregoing instrument was acknowledged before me on this

	 day of 	, 2023 by

who is personally known to me OR

CORAL SPRINGS IMPROVEMENT DISTRICT

President

Printed name Date

Approved as to form and legality

District Counsel

ENGINEER

_Globaltech Inc.	 Company

Signature

David A. Schuman, P.E., Vice President

produced 			
as identification.	Name and title (typed or printed)

February 17, 2023	

Signature of Notary	Date

Attachment A Budget Summary

Job Estimate
Order Date:02/20/23

To: Coral Springs Improvement Dist	Project:  151381
10300 NW 11th Manor	CSID FY23 Valve Replacement
Coral Springs FL 33071	10300 NW 11th Manor
Coral Springs FL 33071

Plans Attached

Client Job No.:

Specifications Attached

General Requirements

Submittal Labor	1,440.00	
O&M Manual	1,440.00	
Progress Meetings	1,710.00	
Sr. Estimator	3,780.00	
Estimator	2,490.00	
Construction Scheduler	2,780.00	
Construction PM 6	6,120.00	
Construction PM 4	17,100.00	
Purchasing & Subcontract	1,710.00	
Construction Admin	2,730.00	

Site Work

Item Total:	41,300.00

MOB/DEMOB		
Construction PM 4	2,736.00	
Construction Superintendent	2,352.00	
4-Man Crew	7,920.00	
Sanitary	1,476.60	
Exploratory Excavation	10,560.00	
Locates	2,016.00	
Concrete Cutting	4,480.00	
Concrete Core	560.00	
Concrete Removal	2,640.00	
Excavation, Backfilling & Compaction	15,840.00	
Stone/Fill	1,845.75	
Site Grading & Restoration (No Sod)	5,280.00	
Startup Crew	2,640.00	
Punch Out Crew	5,280.00	

Construction Superintendent	5,880.00	
Item Total:	71,506.35	
40 Process Interconnections		
24" Butterfly Valve	9,844.00	
DI Pipe & Fittings	22,384.03	
Removal/Installation	10,560.00	
30" Line Stop	42,000.00	
16'' Restop	8,960.00	
Installation/Removal	5,280.00	
Construction Superintendent	4,410.00	
Item Total:	103,438.03	
41 Rental Equipment & Misc Tools		
Trench Box/Shoring	12,305.00	
Installation/Removal	5,280.00	
Excavator	6,767.75	
Mini Excavator	2,707.10	
Skid Steer	2,953.20	
Compactor 5000-7000LB	818.28	
Misc Tools & Equipment	2,461.00	
Safety	1,368.00	
Safety Equipment	615.25	
Equipment Fuel	460.00	
Equipment Delivery & Pickup	2,530.00	
Construction Assistant	3,080.00	
Item Total:	41,345.58	
50 Engineering		
Engineering	17,500.00	
Item Total:	17,500.00	
55 Allowance		
Allowance (Line Stop, Curb & Pavement)	35,000.00	
Item Total:	35,000.00	
60 Bonds & Insurance		
Bonds & Certifications	7,670.04	
Item Total:	7,670.04	
Total Estimate Amount:	317,760.00	

Tenth Order of Business

Globaltech, Inc.
CSID Engineer’s Report February 27, 2023

PROJECTS UNDER CONTRACT

WA#187 – 500KW Emergency Generator – In Progress
Approved by Board – 5/17/21
Released generator for production – 10/26/21
Existing 4,000-gallon tank and slab removed
Received construction permits from City of Coral Springs
Completed rough electrical installation
Concrete slab poured – January 6, 2023
Anticipated generator delivery to cabinet fabricator – February 7, 2023
Anticipated generator delivery on site mid-March 2023
Estimated project substantial completion – May 2023

WA#192 – Canal Right-of-Way Tree Inventory – On Hold
Approved by Board – 9/20/21
Waiting on direction from CSID
Estimated completion – 20 weeks from notice to begin work

WA#199 – LP Fuel Tank Installation – Substantially Complete
Approved by Board – 12/20/21
Final Completion issued
Waiting for delivery of fuel removal ports – Scheduled in March 2023
WA#202 – Replace Blowers 4 & 5 – In Progress
Approved by Board – 4/18/22
Released blowers for fabrication – 7/15/22
Coordinated selection and purchase of fiber optic cables, switches and terminations
Submitted final design to CSID – 11/23/22
Blowers arrived on site – January 30, 2023
Blower 4 installed and started – February 16, 2023
Blower 4 to run until 2/23 before Blower 5 is removed and replaced
Blower 5 startup anticipated – February 28, 2023
Estimated Project Completion – April 2023

WA#208 – WWTP Headworks Concrete Crack Repair – Complete
Approved by Board – 9/19/22
Prepared subcontract for CROM Coatings and Restoration (CCR)
Work completed 12/16/22
Substantial completion issued
Repairs monitored for two months with no further cracks or leaks observed
Amendment 1 (returning unspent fee and allowance) on current agenda

Globaltech, Inc.

CSID Engineer’s Report February 27, 2023

WA#210 – Polymer Skid Purchase – In Progress
Approved by Board – 12/19/22
Conducted compatibility assessment of proposed pump
Prepared Purchase Order for polymer skid
Reviewed skid product sheets
Released skid for fabrication – 1/10/23
Anticipated skid delivery – mid-March
Anticipated project completion – April 14, 2023

WA#211 – Canal Site 15 Restoration – In Progress
Approved by Board – 12/19/22
West portion of project completed – 1/27/23
Mobilized to East portion of L-202 Canal on 2/02/23
Cleared vegetation and removed irrigation systems – 2/06/23
Placed approximately 3,000 tons of rip-rap by – 2/17/23
Rip-rap should be completed by 2/24/23
Top soil and sod anticipated to be complete by 3/10/24
Anticipated Final Completion – 4/07/23

Work Authorizations Under Development

WA#177 – Portable Generator Storage Building – under development
WA#204 - Distribution Header Valve Replacement – under development – 3/20/23
WA#207 – 2024 DIW Mechanical Integrity Testing – under development – On current agenda