Coral Springs Improvement District

Agenda April 18, 2022

Coral Springs Improvement District
Est. 1970

April 12, 2022

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, April 18, 2022, at 4:00 p.m. at the District Offices, 10300 NW 11th Manor, Coral Springs, Florida. To comply with CDC guidelines on social distancing due to Covid-19, members of the public can attend via conference call by dialing 1-646-838-1601, meeting ID# 209017029#. Following is the advance agenda for the meeting.

Call to Order
Approval of the Minutes of the March 21, 2022 Meeting
Audience Comments
Financials for March 2022
Consideration of Permits
Consideration of SWM Permit 2020-6 for the Eagle Trace Tennis Center - Glen
Consideration of ROW Permit 2022-3, for Installation of Conduit on 1533 NW 111th Avenue – Shawn/Curt
Discussion and Consideration of Setting a Fee for Initial Pre-Meetings for Developers to Minimize Potential Cost Recovery Agreement Costs and Improve Communication
Ratification of Purchase of a Variable Frequency Drive (VFD) for Deep Well Pump P405 in the Amount of $15,232 (the VFD failed and even though the model is no longer manufactured, staff was able to find an exact replacement in new old stock at Industrial Solutions Authority, LLC, saving the District from having to make electrical modifications and programming, which would have required additional spending) – Tom
Consideration of Proposal by Florida Technical Consultants, LLC in an Amount not to Exceed $145,440 for Conducting Updates to the District’s GIS System Based on Existing Record Drawings and Material (work will be done under the contract between Cooper City and FTC, which the District piggybacked on in January of 2020) - Curt
Consideration of a Request by Staff for Board Approval of a Contract with Brightview Landscape Services as the Low Bidder to the District Advertised RFP for Landscaping Services at ($67,760 annually ($5,647 month), Staff also Requests Board Approval to Engage the Next Lowest Bidder if the Contract is Terminated for Any Reason (all bidders are qualified) - Joe
Consideration of Work Authorizations
Work Authorization #191 for CSID North Blower Room Blower Replacement at a Total Cost of $919,363.63
Work Authorization #201 for Site 15 Bank Assessment & Design for a Total Cost of
$113,436 (Tabled Item)
Engineer’s Report

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Agenda Board Letter April 12, 2022
Page 2

Staff Reports
Manager – Ken Cassel
Department Reports
Operations – David McIntosh
Utilities Update – Joe Stephens
Utility Billing Customer Service Report – Dave Berringer
Water – Christian McShea
Wastewater – Tom Kedrierski
Stormwater – Shawn Frankenhauser
Field – Curt Dwiggins
Maintenance Report – Pedro Vasquez
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, March 21, 2022, at 4:05 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

Also present were:

Ken Cassel	District Manager
Terry Lewis	District Attorney (Via Teams)
David McIntosh	Director of Operations
Joe Stephens	Director of Utilities
Ettie Schwartz	Director of Finance and Accounting
Jan Zilmer	Human Resources (Via Teams)
Rick Olson	District Engineer (Via Teams)
Shawn Frankenhauser	Stormwater Department (Via Teams)
Curt Dwiggins	Field Department (Via Teams)
Christian McShea	Water Department (Via Teams)
Tom Kedrierski	Wastewater Department (Via Teams)
David Berringer	Utility Billing and Customer Service
Pedro Vazquez	Maintenance Department (Via Teams)

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 4:05 p.m. and called the roll.

SECOND ORDER OF BUSINESS	Approval of the Minutes of the
February 28, 2022 Meeting
There being no questions or comments,

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor, the minutes of the February 28, 2022 meeting were approved.

THIRD ORDER OF BUSINESS	Audience Comments
There were no audience comments.

FOURTH ORDER OF BUSINESS	Financials for February 2022
There being no questions or comments.

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor the February 2022 financials were approved.

FIFTH ORDER OF BUSINESS	Ratification of the Purchase of a
Breaker for the North Blower Backup Generator Emergency Transfer Switch (The Purchase was Required to Replace a Failed Part and Ensure Automatic Power Transfer to the Generator on a Loss of FPL Power) – Joe/Tom
Mr. Stephens provided an overview of the need to purchase a replacement breaker for the north blower backup generator emergency transfer switch.

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor the purchase of a breaker for the north blower backup generator emergency transfer switch at a total cost of $13,099 was ratified.

SIXTH ORDER OF BUSINESS	Consideration of a Request by Staff to
Allow CSID to Piggyback on Florida- Spectrum Environmental Services Contract with the Town of Davie, Florida, Including Extensions (The Contract is ITB# CS-18-89 for Water and Wastewater Laboratory Services) - Joe
Mr. Stephens reviewed the Florida-Spectrum Environmental Services contract for water and wastewater laboratory services.

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor a contract with Florida-Spectrum Environmental Services for water and wastewater laboratory services, piggybacking off the Town of Davie contract, was approved.

SEVENTH ORDER OF BUSINESS	Consideration	of	a	Supplemental
Agreement to the Contract with Quest for Management and Operating Services for the Development of a Video Series for Establishing CSID’s YouTube Channel – David
Mr. McIntosh reviewed the supplemental agreement to the Quest contract for management and operating of the YouTube channel.

Mr. Okyn MOVED to approve the supplemental agreement to the Quest contract for management and operating services for the development of a video series establishing the District’s YouTube channel and Dr. Shank seconded it.

Discussion ensued and Dr. Shank expressed opposition. There was further discussion regarding addressing the referendum, which will be on the 2020 General Election ballot.

On VOICE vote with all in favor, the motion as previously outlined passed.

EIGHTH ORDER OF BUSINESS	Consideration of a Request by Staff to
Sign on the Contract with Port Consolidated, Negotiated by the City of Pompano Beach, as Lead Agency for the Southeast Florida Governmental Purchasing Cooperative (The Contract Allows for the Purchase of Unleaded Gasoline and Diesel Fuel and CSID as a Member of the Cooperative) - Joe
Mr. Stephens provided an overview of the contract with Port Consolidated for the purchase of fuel.

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor the contract with Port Consolidated, for the purchase of gasoline and diesel fuel under a membership cooperative was approved.

NINTH ORDER OF BUSINESS	Consideration of Request by MWI for
Change Order #1 to Contract GF-2020- 01, Increasing the Total Contract Amount from $31,644 to $35,166, an Increase of $3,522 (This is Due to Repairs that were not Anticipated by the Contract being Discovered when the Pumps were Disassembled) - Shawn
Mr. Frankenhauser reviewed Change Order #1 to contract GF-2020-01 with MWI.

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor Change Order #1 to contract GF-2020-01 with MWI for an increase of $3,522 was approved.

TENTH ORDER OF BUSINESS	Consideration of Request by Staff for
Board Approval of a Proposal from ATL to Carry Out Cleaning of Culverts in the District as Specified (CSID is Piggybacking on the Contract between ATL with the City of West Palm Beach and Culvert Cleaning Services is Included) - Shawn
Mr. Frankenhauser reviewed the proposal from ATL to cleanout culverts.

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor the proposal from ATL to cleanout culverts, piggybacking off the West Palm Beach contract, was approved.

ELEVENTH ORDER OF BUSINESS	Consideration of Work Authorizations
Work Authorization #201 for Site 15 Bank Assessment & Design for a Total Cost of $113,346 (Tabled Item)

On MOTION by Mr. Okyn seconded by Dr. Shank with all in favor this item was tabled.

TWELFTH ORDER OF BUSINESS	Engineer's Report
Mr. Olson reviewed his report, a copy of which is attached hereto and made a part of the public record.
Work Authorization #168 - expected to be completed tomorrow. A programmer will be out to finish the programming.

Work Authorization #183 – the manufacturer is providing a new pump and dampening system.
Work Authorization #184 – is in the permitting process. Electrical is being redesigned.
Work Authorization #197 – they walked this project today and identified a vendor that can deliver the valves within three weeks.
Work Authorization #199 – the subcontractor is finishing up the design plans and a permit application is expected to be submitted soon.

THIRTEENTH ORDER OF BUSINESS	Staff Reports
Manager – Ken Cassel
Mr. Cassel discussed the following:
He is still trying to get in contact with the County regarding the right-of-way issues.
Mr. Stephens has letters provided by District Counsel’s office to be sent to the various insurance companies for the entities involved.
He has been speaking with Mr. McIntosh and Mr. Stephens to see what they may have missed, kind of like a six-sigma system.

Department Reports
Operations – David McIntosh
Mr. McIntosh reported the following:
There is a no trespassing agreement with the Coral Springs Police Department so they can arrest any trespassers. He executed the necessary documents on behalf of the District.
Ms. Catherine Givens, the Assistant City Manager for Coral Springs, would like a tour of the facility. She will be available next month, and Mr. McIntosh will coordinate with Dr. Shank.
They have started preparations for the 2022 Open House.
He introduced Ms. Schwartz, the new Director of Finance and Accounting.

Utilities Update – Joe Stephens
Mr. Stephens reported the following:
He is working on having a police officer available during the Open House.

A landscaping RFP is being advertised and there will be a pre-bid meeting at the end of this month.

Utility Billing Customer Service Report – Dave Berringer
Mr. Berringer reviewed his report, a copy of which is attached hereto and made part of the public record.

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

Water – Christian McShea
Mr. McShea reviewed his report, a copy of which is attached hereto and made part of the public record.

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

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

Maintenance Report – Pedro Vasquez
Mr. Vasquez reviewed his report, a copy of which is attached hereto and made part of the public record.

Human Resources – Jan Zilmer
Mr. Zilmer discussed the following:
Everything necessary for the Open House has been ordered or reserved.
The end of this month will mark six months into the current Fiscal Year. Department Managers are working on their reviews

Motion to Accept Department Reports

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

Attorney
Attorney General Opinion Request
Mr. Lewis reported the following:
He submitted the Attorney General Opinion request. He hopes to get a response back before the next Board meeting.
He involved one of his partners, Mr. Wayne E. Flowers, in the case with the busted pipes. His opinion is there is potential liability for all parties: AT&T, Bluestream, etcetera.
He discussed the ownership issue of the C-2 Canal. In 1972, Florida National Properties deeded the canal to CSID with an additional 32 acres. Three decades later WCI Properties issued a deed to the Lake Coral Springs Homeowner Association.
Dr. Shank asked about recent legislation allowing meeting notices to be published on the website. Mr. Lewis reviewed the new legislation and explained it must be on a particular website. He also noted it is more difficult to do this, then to publish in a newspaper. He will review further and update the Board.
Dr. Shank asked whether the NSID local bill passed. Mr. Lewis responded he believes it has passed but has not been signed yet.
There was brief discussion regarding how the referendum will affect future District elections if passed.
Dr. Shank asked if Mr. Lewis will be attending the FASD conference in June. Mr. Lewis will not be attending; however, Mr. Behn and Mr. Lyon from his firm will attend.

FOURTEENTH ORDER OF BUSINESS	Supervisors’ Requests
Mr. Okyn asked Mr. Zilmer if there were any training programs going on for any internal and/or external staff. Mr. Zilmer spoke with Mr. Fred Fryer, and they will hold virtual classes. He is looking into what classes are applicable.
Mr. Stephens discussed CPR and safety training that Mr. Frankenhauser set up for staff.
Mr. Okyn congratulated staff on their efficiencies.

Dr. Shank reminded everyone about the FASD conference and welcomed Ms. Schwartz to the team. He appreciates what everyone is doing.

FIFTEENTH ORDER OF BUSINESS	Adjournment
There being no further business,

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

Kenneth Cassel	Dr. Martin Shank
Assistant Secretary	President

Fourth Order of Business

CSID

CORAL SPRINGS IMPROVEMENT DISTRICT

FINANCIAL REPORTING FOR MARCH 2022 BOARD OF SUPERVISORS' MEETING APRIL 18, 2022

CORAL SPRINGS IMPROVEMENT DISTRICT GENERAL FUND
SUMMARY REPORT
For the Period Ending March 31, 2022

ADOPTED BUDGET
FY 2021/2022	PRORATED BUDGET
THRU 3131/2022	ACTUAL 8 MONTHS
ENDING	I
3/31/2022	VARIANCE FAVORABLE
(UNFAVORABLE)	

I	II s	!

 REVENUES							 TOTAL REVENUES			a,242,100 11 s	2,974,374 11 s	2,919,1a1 11 s	4,813

TOTAL RESERVES

TOTAL EXPENDITURES

EXPENDITURES & RESERVES
$	7,542,100		6,601,22511$		$	6,031,804	
$	700 000				$	350,000	
	I:	3501000	$			

EXCESS REVENUES OVER (UNDER) EXPENDITURES & RESERVES

I TOTAL EXPENDITURES & RESERVES	11 s	a,242,100 11 s	s,9s1,22s II s	ssg,421 11 s	6,381,804 I
Is	2,409,7661
IFUND BALANCE BEGINNING	1$	1o.saa,324 I
IFUND BALANCE ENDING	Is		13,39a,090 I

CORAL SPRINGS IMPROVEMENT DISTRICT WATER & SEWER FUND
SUMMARY REPORT
For the Period Ending March 31. 2022

- 	ADOPT-ED
BUDGET
FY 2021/2022	I	PRORATED BUDGET
THRU
3/31/2022	ACTUAL 6 MONTHS
ENDING
3/31/2022	-	VARIANCE	- 

FAVORABLE
(UNFAVORABLE)	

REVENUES
. TI_O_TA_L_R_EV_E_NU_E_S

	.I  I$	16,729,989 II$

1,032,1s9 11 $	1,411,sos 1 1 .....$. '---_3_s_4,a_11 I..

EXPENDITURES

TOTAL ADMINISTRATIVE	
TOTAL PLANT	
TOTAL FIELD	
TOTAL EXPENDITURES	

 
$	2,582,880	$	1,319,215	$	1,182,578	$	136,637	
$	7,919,893	$	3,225,177	$	2,711,951	$	513,226	
$	3,124,073	$	1,179,074	$	960,640	$	218,434	
$	13,626,846	$	5,723,466	$	4,855,169	$	868,297	

I AVAILABLE FOR DEBT SERVICE
ITotal Debt Service

!Excess Revenues (Expenses)

!Net Assets Beginning

INet Assets Ending

Is	2,562,437 I

I$	1,410,518 I
Is	1,1s1,s1s  I

I$	41,114,833 I

Is	42,32s,1s2  1

Fifth Order of Business

5A

April 12, 2022

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

RE:	Recommendation for storm water management and variance approval
for the construction of new, stand-alone 3,717 SF recreation building and associated parking and recreational amenities on a 4.69 AC site
CR 2020-6	
	Coral Springs, FL 33071	
Ken:		

This office reviewed updated materials prepared by Stantec Engineering and submitted on March 31, 2022 for the construction of a new 3,717 SF stand-alone recreation building, additional parking utilizing permeable concrete pavers, modifications to the exiting parking lot and relocation of an existing playground area on a 4.69 acre parcel. Drainage from the proposed project is collected in inlets and routed through existing and proposed drainage system, discharging to the L207 canal in two locations.

Background
This project involves the redevelopment of a 4.69 AC parcel presently improved with tennis courts, a small building, parking and a playground. The parcel was assigned a low-density residential land use for the original drainage calculations for the CSID west basin. Historical aerial photos depict construction on this parcel in April of 1987. The 1990 aerial reveals conditions approximating those existing today and consisting of 11 tennis courts, one building and associated parking on this site. Drainage presently operates by the collection of runoff from parking and impervious areas with conveyance to the CSID canal system.

Existing Requirements and Compliance	
	Required	Provided	Compliance	
Impervious Area	25% max	42%	No	
Water	Quality
Treatment	1.05”	and	½”	dry
pretreatment	1” in CSID system	No	
Storage	@	10-year flood elevation	0.234 AF + 0.42 AF for excess impervious	.035 AF	No	
Storage @ 100-year
flood elevation	1.45 AF + 0.42 AF for
excess impervious	1.906	Complies	
PRB	Prior to discharge	None	No	

Project
The proposed project involves the construction of a new 3,717 SF stand-alone recreation building, additional parking utilizing permeable concrete pavers, relocation of an existing playground area, along with modifications to the drainage system to provide dry pretreatment for vehicular use areas and accommodate changes to the exiting parking lot. Drainage modifications include:
Construction of dry detention areas providing water quality treatment and increased storage
Installation of a control structure causing all storm water flows from vehicular use areas to be routed through dry pretreatment facilities.
Installation of a pollution retardant device prior to outfall for all portions of the drainage system serving vehicular use areas. T
Utilization of permeable interlocking concrete pavers providing 0.02 AF of storage in the aggregate base while providing for percolation.

PCM Requirements and Compliance of Proposed	
	Required	Provided	Compliance	
Impervious Area	25% max	51%	No	
Dry pretreatment	½”	½” over vehicular use
areas	Variance Required	
Onsite Water Quality Treatment	Greater of 0.28” over site (=4667 CF total)	2,613 CF in dry retention providing 5226 CF of equivalent
treatment	Complies	
Storage	@	10-year flood elevation	0.234 AF + 0.66 AF for excess impervious	0.323 AF	Variance Required	
Storage @ 100-year flood elevation	1.45 AF + 0.66 AF for excess impervious	2.11	AF	(2.089
+0.02AF in  base  of
permeable pavers)	Variance Required	
PRB	Prior to discharge	Prior to discharge for drainage	system
serving VUA	Complies	

Assessment
This project provides the required water quality treatment and storage at the 100-year flood elevation. Variances to allow dry pretreatment to be provided only for vehicular use areas and accept less storage than required at the 10 and 100-year flood elevations. The retroactive installation of PRBs is required only on those portions of the drainage system serving vehicular

use areas. Runoff from tennis courts, walks, buildings, and landscaped areas are not required to pass through a pollution retardant device at this time.

Regards,

Glen A. Hanks, P.E.

cc	Ken Cassel, Manager – CSID Joe Stephens – CSID
Shawn Frankenhauser – CSID
Najla Zerrouki P.E. – City of Coral Springs.

Comparison of Impacts to District Facilities: Existing – Proposed
	Existing	Proposed	Impact	
Dry Pretreatment	None	½” for VUAs	Reduced	pollution
loading	
Water Quality Treatment	Backbone	system only.		Slight
deficiency	0.055 AF	Improved	water Quality	
Surface Runoff from 10-
year Storm	2.13 AF	2.38 AF	0.25 AF increase	
Surface Storage @ 10-
year flood elevation	0.035 AF	0.323 AF	Increased storage at
10-year flood	
10 year runoff to CSID system	2.095 AF	2.057	Reduced discharges to CSID system for 10-year storm	
Surface storage @ 100-
year flood elevation	1.906 AF	2.089 AF	Increased storage for
100-year storm	
PRB	None	Prior to outfall	Reduced	discharge
of contaminants.	

Comparison of Impacts to District Facilities: Existing - Proposed

	Existing	Proposed	Impact	
Dry Pretreatment	None	½” for VUAs	Reduced	pollution
loading	
Water Quality Treatment	Backbone	system only.		Slight
deficiency	0.055 AF	Improved	water Quality	
Surface Runoff from 10- year Storm	2.13 AF	2.38 AF	0.25 AF increase	
Surface Storage @ 10-
year flood elevation	0.035 AF	0.323 AF	Increased storage at
10-year flood	
10 year runoff to CSID system	2.095 AF	2.057	Reduced discharges to CSID system for 10-year storm	
Surface storage @ 100- year flood elevation	1.906 AF	2.11 AF	Increased storage for 100-year storm	
PRB	None	Prior to outfall	Reduced	discharge of		floating
contaminants .	

Stage Storage Calculations (Post Development)

Project: Eagle Trace	Designed By:	SMB
Date:	Reviewed By:

Stage/Storage Land Use	
Land Use	Area			Elevation	
	(sq.ft.)	(Ac)		Min. (ft)	Max. (ft)	
Asphalt/Concrete	102,091		2.34	8.3	11	
Open Space	87,422		2.01	7.80	11	
Roof	5,200		0.12	11	11	
Dry Det. Bottom	2,700		0.06	7	10	
Dry Det Slopes	6,883		0.16	7	10	
204,296	4.69
Roof area is excluded from stage/storage comps

Stage

Dry Detention		Dry Slopes	Detention

Impervious	Pervious	Total Storage

(Ft NAVD)	(ac-ft)	(ac-ft)	(ac-ft)	(ac-ft)	(ac-ft)
(L)	(V)	(L)	(L)

7		0.000		-	0.000	
7.69	0.01	0.043			0.055	
8	0.03	0.062		0.01	0.101	
8.5	0.06	0.093	0.017	0.15	0.323	
9	0.11	0.124	0.213	0.45	0.894	
9.5	0.16	0.155	0.625	0.91	1.851	
9.6	0.18	0.161	0.733	1.02	2.089	
10	0.24	0.186	1.254	1.52	3.195	
10.5	0.316	0.217	2.101	2.29	4.920	
11	0.395	0.248	3.164	3.21	7.018	

Water Quality Volume Calculations	
Project: Eagle Trace
Date:	1/27/2022	Designed By: Reviewed By:	SMB JC	

Notes:			

Water Quality criteria states that drainage management system must treat the higher of the first inch of runoff from the site or 2.5 inches times the percent impervious. Studies have shown that the first inch (1”) contains nearly 100% of all stormwater pollutants.

Drainage Area =	4.69	Acres	
Impervious Area =	2.34	Acres	
Pervious Area =	2.23	Acres	
Lake/Pond Area =	0.00	Acres	
Roof Area=	0.12	Acres	

Required Water Quality Volume

1-  First Inch of Runoff =	Drainage Area X 1" =	4.69 Ac. In.	

2- 2.5" x % Imperviousness =	=	0.391 Ac. ft.	

Site area for water quality pervious/impervious calculations only:
= Total project - (water surface + roof) =		4.57  Acres

Impervious area for water quality pervious/impervious:
= (Site area for water quality pervious/impervious) - Pervious Area
= 	2.34  Acres

Percentage of Imperviousness for water quality:
= (Impervious area for water quality/Site area for water quality) x 100%
= 	51%  Impervious

For 2.5 inches times the percentage impervious:
=	2.5 x 0.512035
= 	1.28  inches to be treated

Compute volume required for water quality
= inches to be treated x (total site - lakes)

0.500 >	0.39	Ac.ft.

=	0.500 Ac.ft.

Pretreatment Volume = 0.5 in x 0.61 Ac (vehicular use area) x (1 ft/12in) =	0.026	Ac.ft.

CSID requires Water quality treatment amounting to the greater of water quality treatment for the entire 4.69 AC site less the 1 inch provided in the backbone system, or ½” of dry pretreatment for vehicular use areas is required. (Required Quality Detention Volume)
Required WQV =

0.109

0.500	-	0.391	=	Ac.ft.

According to the CSID PERMIT CRITERIA MANUAL (Basin Criteria-pg18), if dry detention is used then 50% of the volume must be provided.

0.055	Ac.ft.

The required Water Quality Detention Volume =	0.109 / 2 =

April 12, 2022

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

RE:	Recommendation for approval of variance
for the construction of new, stand-alone 3,717 SF recreation building and associated parking and recreational amenities on a 4.69 AC site
CR 2020-6
Coral Springs, FL 33071

Summary
The owner of the Eagle Trace Tennis Center, Eagle Trace Community Association Inc., submitted an application, requesting the Coral Springs Improvement District accept or allow: 52.5% impervious coverage, where 25% was originally anticipated; accept 0.323 AF of storage at the 10-year flood elevation where 0.90 AF is required; accept 2.11 AF of total storage (0.02 AF in permeable paver base and 2.09 AF of surface storage) where surface storage is specified in CSID standards; and allow pretreatment requirements to apply to vehicular use areas rather than the entire site.

Background
The Eagle Trace Tennis Center was built in the late 1980’s and is located at the NW corner of Eagle Trace Boulevard and Lakeview Drive. The project currently discharges to the L-206 canal to the north side of the property. When originally built, the tennis center exceeded the impervious percentage accommodated in the underlying master permit for CSID and failed to provide the basin required storage at the 10 and 100-year elevations. The tennis center relied on the CSID system for water quality treatment.

Requirements
The Permit Criteria Manual requires
Water quality treatment in excess of the 1” provided in the CSID system must be provided on-site
0.234 AF (0.05 AF/AC) of storage at the 10-year flood elevation to meet basin criteria
0.66 AF of additional storage at the 10-year flood stage to off-set increased storm water runoff from impervious areas exceeding those accommodated in the design of CSID’s master system. This additional storage is to be provided at the 10 and 100-year flood elevations.

2.11 AF of storage (basin requirement plus compensation for excess impervious areas) at the 100-year flood elevation.
Dry pretreatment
Pollution retardant baffles
Variance Requested
The applicant is requesting a variance from District Storm Water Management Criteria, accepting 0.323 AF of storage at the 10-year flood elevation where 0.9 AF is required, allowing storage within the pervious paver aggregate base to count towards surface storage requirements, and allowing dry pretreatment requirements to only apply to vehicular use areas.

Evaluation of Variance
The applicant demonstrated compliance with the following general criteria for Variances:
The owner/developer would encounter difficulties complying with the criteria. The existing site exceeds impervious area allowances and fails to provide the required storage at the 10 and 100-year flood elevations. The drainage modifications associated with the proposed 10% increase in impervious area increase the amount of storage provided at the 10-year flood eight fold (800%), reduce discharges to the CSID system for the 10-year storm (compared to existing). The permeable pavers incorporated into the project provides storage below ground but above the 100-year flood. The design provides reasonable assurances that this storage is utilized and may be counted towards the required storage at the 100-year flood elevation. To comply with storage requirements at the 10 year flood elevation considerable portions of the existing facility would need to be demolished and converted into retention areas.
The relaxation of criterial requested would not harm or interfere with the rights of others. The project presented reduces drainage impacts (quantity and quality) to CSID facilities. The incorporation of permeable interlocking concrete pavers to help meet storage requirements for the 100-year storm is innovative and provides a concrete example of alternative means of complying with CSID criteria.
Relaxing the storage and treatment criteria for this project provides immediate benefit to the community by reducing discharges to the CSID system while improving the quality of water being discharged.
The community will benefit from CSID granting the requested variances by expanding recreation opportunities for residents of Eagle Trace while improving the quality of storm water discharged to CSID while simultaneously improving the quality of discharged storm water.

Recommendation
The variance request meets the criteria for waiving District Criteria and results in a positive impact to this District and the community in general. As an aside, the survey did not clearly depict the locations of existing trees. Review of recent aerial photos indicates there may be existing shade trees on the right of way line or within CSID right of way. The location of these trees does not warrant removal at this time.

We recommend the board grant the following subject to the attached conditions
Accept the construction of 0.288 AF of storage at the 10 year flood elevation as a reasonable and appropriate increase in the amount of storage provided at the 10-year flood elevation
Allow pretreatment requirements to apply to vehicular use areas only.
Allow storage within the permeable paver base and above the 100- year flood elevation to count towards meeting the required storage at the 100-year flood elevation.
Allow existing native trees to remain within the canal right of way adjacent to this project.

Respectfully,

Glen A. Hanks, P.E.

Conditions of Approval
The relaxation of District Criteria is temporary only. Subsequent modifications to this site are subject to approval by the Coral Springs Improvement District and may require additional improvements to the storm water management system.
Permeable concrete pavers must be maintained to ensure long-term performance. Perform periodic maintenance consistent with industry standards for permeable concrete pavers.
The use of sealants on permeable pavers is prohibited.
Native existing native trees within the adjacent CSID right of way may remain provided the owner maintain these trees, promptly clearing or removing downed trees, limbs and debris. Non-native trees shall be removed at the owner’s expense.
Applicant shall prune remaining trees on a regular basis using a certified arborist, ensuring the clearances depicted on the attached exhibit are maintained.
Future plantings in CSID right of way other than grass and ground cover are prohibited.
The owner agrees to hold the District harmless from damages associated with the trees remaining in the right of way by executing a hold harmless agreement in a form acceptable to CSID’s attorney.
Applicant shall reimburse the District for
any repairs to District facilities caused by components covered in this variance
the cost of any pruning or removal of trees from within the right of way if required.
Permits for the removal of any trees are the responsibility of the owner.

Agenda Page 30

PARKING ANALYSIS - EAGLE TRACE	
Use	ft^2	Quantity	Total ft^2	Space/ft^2	Parking Spaces	
Proposed Building						
Break Room/Kitchen	92	1	92	200	0.46	
Foyer	785	1	785	0	0	
Gym	861	1	861	200	4.31	
Restrooms	423	1	423	0	0	
Mechanical	78	1	78	0	0	
Meeting Room	1217	1	1217	200	6.09	
Storage	260	1	260	0	0	
	
Existing Building						
Office	500	1	500	200	2.5	
Bathrooms	500	1	500	0	0	
storage	26	1	26	0	0	

Use	Spaces per	
Quantity	Patrons Total	
Spaces/Court	
Parking Spaces	
						
Existing Tennis Courts	5	5		5	25	
Existing Basketball Courts	5	2		5	10	

RECREATIONAL DESIGN & CONSTRUCTION, INC.
3990 N. Powerline Rd.

	TOTAL	=	48.35	
Existing Onsite Parking	49				
Onsite Parking Lost	-2				
Onsite Parking Added North		8				
Parking Provided	55				
Parking Needed By Code	49				
Deficit/Surplus	6				

Fort Lauderdale, Fl, 33309 USA
T: 954.566.3885
F: 954.566.3335
W:DCDesignbuild.com

BICYCLE PARKING CALCULATION	
Use	Total	
Vehicle Parking Spaces	55	
Bicycle Parking Spaces Required = (1/40 Bicyle Per Vechicle)	

1.3750	
	
TOTALS	
		
BICYCLE PARKING REQUIRED	
2	
PROVIDED	12	

PROPOSED IMPERVIOUS AREA TABLE	
Item	Total Area (acres)	

Pavement	

.09	

Building	

.11	
Sidewalks	.23	
Planter	.02	
Playground	.04	
Tennis Courts (Existing)	.31	
	
TOTALS	
		
TOTAL PROPOSED IMPERVIOUS AREA	
.80	

≥

≥

˃

FL PE # 46575 JEFFREY S. CREWS

No.

Description

Date

RECREATIONAL COMMUNITY CENTER
SITE DATA TABLE
Project number	018-484

11/21/2019 12:23:30 PM

Date	1/12/2022
Drawn by	SMB
Checked by	JSC
C-00
Scale	AS SHOWN

Agenda Page 31

SUMMARY OF DRAINAGE STRUCTURES

NUMBER

STRUCTURE	STRUCTURE TYPE	FRAME .t GRA TE
IIH-1  4' B Tp "'P., - llanho/e ct Inlet structure Bottom USF 4 8

STRUCTURE

CB-1		R..tangular r,,,. ·c· - mi.t Slltlctutw		IJSF 4155-6212 CB-2	Rectangular T,,,- •c• - Inlet structure	USF 4155-6212 CB-3	 R«:langular r,,,. ·c· - mi.t Slltlctutw	 IJSF 4155-6212 CB-4	Rectangular T,r,. •c• - Inlet structure	USF 4155-6212 CCN1ROI.  3'6" X 8' -  Box SUuclutw (S.. Del<JI ShHI) USF 420-8

20'	1o·	o·	20-
1-1--•1

ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATLM OF 1988 (NAVD88)

NOTE:

CONTRACTOR SHALL CLEAN ENTIRE EXISTING DRAINAGE SYSTEM PRIOR TO FINAL COMPLETION AND RECERTIFY THE SYSTEM TO CORAL SPRINGS IMPROVEMENT DISTRICT.

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

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&,	OYll<ERS RE\IISION
&,  D.R.C. COMMENTS
£	CSID COMMENTS

7/7/21
8/23/21
3/2/22

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Agenda Page 32

20'	10'	O'	20'
I	I	I

ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

NOTE:
' co	CONTRACTOR SHALL CLEAN ENTIRE EXISTING DRAINAGE
RB (	SYSTEM PRIOR TO FINAL COMPLETION AND RECERTIFY THE SYSTEM TO CORAL SPRINGS IMPROVEMENT DISTRICT.

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E

F.F. ELEV.:
10.50'	)

PLTR.	PLTR.
CVRD.
ENTRY
o  19.9'
8.1'
ORY C.B.S.
HOUSE
I.'	EL. 11.06
8.1'
0
'.o'· 0	0	0-'0-	0	_'()-0	0	0 .o' ·'	19.9'
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	9.75 	CVRD. PATIO	\
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800 Fairway Dr, Suite 195
Deerfield Beach, FL 33441 Voice:954.481.2812 Fax 954.481.2818
vvvvvv.stantec.corn	

		

	£			
		CSID COMMENTS	3/2/22	

				

				

		

		

		

Agenda Page 33

RECREATIONAL DESIGN & CONSTRUCTION, INC.
3990 N. Powerline Rd.
Fort Lauderdale, Fl, 33309 USA
T: 954.566.3885
F: 954.566.3335
W:DCDesignbuild.com

FL PE # 46575 JEFFREY S. CREWS

No.

Description

Date

RECREATIONAL COMMUNITY CENTER

DETAILS

Project number	018-484

11/21/2019 12:23:30 PM

Date	1/12/2022
Drawn by	SMB
Checked by	JSC
C-07
Scale	AS SHOWN

5B

Seventh Order of Business

SAA
INVOICE

Industrial Solutions AuthoriAtyg,enLdLaCPage 37
530 N Third St
Hamilton, OH 45011
+1 5133494119
jeff@isaelectric.com www.isaelectric.com
PD--   zzro745

BILL TO
Miguel
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, Fl 33071

SHIP TO
Miguel
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, Fl 33071

INVOICE DATE TERMS DUE DATE

10038
03/21/2022
Due on receipt 03/21/2022

'ACTIVITY	QTY

RATE

AMOUNT

VFD - Variable Frequency Drive
New Surplus Allen Bradley Powerflex 753 VFD Cat 20F1AND248AN0NNNNN
18 Month Warranty Ships 1 Day ARO

1	14,649.00

14,649.00

Shipping LTL Freight

CC Charges 2.0% fee

1	285.00	285.00

298,00	298,00

Thank you for your business!
Please contact us at 513-349-4119 or 513-225-9680 with any questions.

PAYMENT	15,232.00

RECEIVED
By Robin at 2:45 PIJ1, Mar 2r,f- q • t/
401-322-53600-46622
deepwell-VFD b, \Jt.--

BALANCE DUE

$0.00
PAID

Page 1 of1

-

-A
Estimate

Industrial Solutions Authority, LLC
530 N Third St Hamilton, OH 45011
+1 5133494119
jeff@isaelectric.com www.isaelectric.com

Agenda Page 38

ADDRESS
Miguel
Coral Springs Improvement District
10300 NW 11th Manor Coral Springs, Fl 33071

SHIP TO
Miguel
Coral Springs Improvement District
10300 NW 11th Manor Coral Springs, Fl 33071

ESTIMATE# 3379
DATE 03/18/2022

ACTIVITY	QTY	RATE	AMOUNT	
VFD - Variable Frequency Drive	1	14,649.00	14,649.00	
New Surplus Allen Bradley Powerflex 753 VFD		
Cat: 20F1AND248AN0NNNNN		
18 Month Warranty
Ships 1 Day ARO		
FOB Hamilton, Oh		

TOTAL	$14,649.00

Accepted By	Accepted Date
Ly4

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Agenda Page 39

Eighth Order of Business

Florida Technical ACgoenndsaulPtaagnets4,0LLC 533 East Ocean Avenue, Suite 02 Boynton Beach, FL 33435
Tel 954-914-8488
jbarton@fltechinc.com

SENT VIA E-MAIL: David McIntosh [mailto:davidm@fladistricts.com]	March 25, 2022 David McIntosh
Director of Utilities
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, Florida 33071

Subject:	GIS Data updates from As Built Record Drawings

Dear Mr. McIntosh:

Florida Technical Consultants (FTC) is pleased for the opportunity to submit this Proposal for Professional Services to assist you in updating the Utility GIS based on existing record drawings.

There are approximately 320 as built drawings, some with multiple sheets. This scope is based on 400 sheets. It is estimated that it will take 3 hrs per sheet to update the utility GIS. FTC will:
Review each as-built
Rubber-Sheet each as-built to property lines or aerial imagery
Update water and sewer GIS layers
Update attribute data including diameter and material
Water and sanitary services laterals will not be included

All data and applications will be posted to CSID GIS Online. Hard copies of data will be provided. The following is a schedule of positions, rates and estimated level of involvement.

Task	Project Manager	Senior GIS Consultant	GIS
Technician	
Fees	
	$140 / hr	$130 / hr	$115 / hr		
					
Update GIS 500 Sheets	16	40	1200	$145,440	
					
Total Hours	16	40	1200	$145,440	

The total for services will not exceed $145,440 without additional authorizations from CSID. All services will be on an hourly basis. The CSID will be billed monthly according to the services and deliverables provided.

Should you have any questions, please do not hesitate to contact me at my office at (954) 954-8488 or send me an electronic message at jbarton@fltechinc.com.

Respectfully submitted,

Florida Technical Consultants James Barton, P.E.
President

Agenda Page 41

Ninth Order of Business

Bid Number: 2022-02	Failure to file within the time prescribed in Section 120.57(3), Florida Statutes, shall	Opened By: Joe Stephens	
Bid Title: Facility Maintenance "Landscaping"	consitute a wavier of proceedings under Chapter 120, Florida Statutes. All bids

accepted by the District are subject to the District's terms and conditions. Any and all	 Tabulated By: Robin Dvorshak	
 Verified By: David McIntosh		
Open Date: 04/08/2022			
Opening Time:9:00AM	terms and conditions submitted by bidders will be rejected and shall have no force		
Buyer: Coral Springs Improvement Dist.	
and/or effect.		

Name Of Bidder	
Annual Price	Separate Charge Standard cut, weed eat, blow as needed		
BrightView	$	67,760.00	$159.35/hr		
JLS Landscape	$	81,710.00	$225/hr		
Landscape Service Professionals	$	71,880.00	$125/hr		

				

				

				

TENTH ORDER OF BUSINESS

10A

WORK AUTHORIZATION
CSID Work Authorization 191 Globaltech No. 151314

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 CSID North Blower Room Blower Replacement, hereinafter referred to as the “Specific Project”.

Section 1 – Terms
The FIRM will 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 Sections 1 and 2 of the AGREEMENT:

The two (2) existing 200 HP constant-speed centrifugal-blowers in the north blower building supplying air to package plants C and D are over 30 years old (installed in 1984). The current blower control strategy is to manually throttle the blower inlet valve based on the dissolved oxygen (DO) levels in package plant C and D aeration basin. The OWNER desires to be proactive in their replacement as well

as increase operational efficiency by taking advantage of current blower control technologies to save on energy costs. The OWNER would like to replace the 200 HP units with two (2) new 200 HP centrifugal blowers. The blower packages will have new automatically actuated inlet valves, flow paced blower control trimmed by DO levels, alarm integration into SCADA, and premium efficiency motors.

The existing piping will be modified as necessary to mate the outlet/inlet flanges of the blowers to the existing piping. New inlet filter hoods will be installed. Pressure gauges will also be added to the discharge piping of each blower to verify new blower operation.

FIRM will subcontract programming necessary to integrate new blower packages into existing SCADA system.

The requested work will be completed by implementing the following three tasks:

Task 1 – Engineering Services
This task includes project management and engineering services required to complete the project.

Engineering and Project Management
Meet with the OWNER to review the project scope and collect information. Collect pre-construction photographs.
The FIRM will collect and verify site dimensions and data (pressures and flows) necessary to install the new blower packages. Once final submittal drawings are obtained from the manufacturer, the location/orientation may need to be adjusted to accommodate final dimensions.
Design drawings will be prepared by FIRM and reviewed by OWNER. A courtesy notice of commencement letter will be submitted to the City of

Coral Springs Building Department. At this time no building modifications are expected.
Prepare detailed construction schedule to include as a minimum; design, site mobilization, detailed construction activities, scheduled shut downs and durations, equipment/material delivery times, testing, and startup and commissioning.
Coordinate material and equipment purchase. FIRM will be present to receive equipment deliveries.
Review, administer, and track equipment submittals.
Schedule and conduct meetings, inspections, and testing with OWNER’s staff.
Coordinate with OWNER’s SCADA group to determine what signals will be provided to SCADA. FIRM will submit a list of proposed SCADA signals for OWNER to review.
Attend progress meetings and coordination meetings.
Conduct start-up services for the new blower system with the blower factory representative.
Prepare Record Drawings illustrating the blower packages, and electrical improvements.
Provide OWNER with Operation and Maintenance (O&M) for blower packages.
Task 2 – Construction Services
Construction Services consist of the following tasks:

Task 2 – Installation of Two (2) New 200 HP Blower Packages
Perform Install of flexible bellows, inlet valves, and pressure gauges. Prefabricate stainless spool pieces as necessary to minimize shutdown time. FIRM to identify shelf-life of bellows coupling should OWNER choose to purchase extra for inventory.
Install new filter hoods located on roof. Flash into existing roof membrane. Modify inlet piping as necessary to install new blowers.

Install electrical improvements in the electrical room adjacent to Package Plant D necessary for the installation of the new blowers.
Demolish the existing blowers Install new blowers, one at a time.
Assist with integration into SCADA and perform blower startup.

Assumptions
Assumptions for the project are as follows:
FIRM is not responsible for obtaining planning or zoning permits for this work as it is a maintenance replacement. OWNER will provide assistance in expediting applicable agencies where possible.
OWNER to ensure that existing mass air flow meters are properly calibrated so a blower duty point can be confirmed. If flow meters cannot be calibrated, OWNER to replace.
No blower slab modification will be required for this project. Preliminary equipment submittals were reviewed and the existing equipment slabs were deemed sufficient. Final equipment submittals will determine final blower slab sizing requirements.
Equipment costs are firm for 30 days following NTP (assumed April 18, 2022). FIRM may revisit equipment costs if not approved by the assumed date.
Blowers will be removed and replaced one at a time. Plant down time to make piping connections will be less than four (4) hours.
Waste disposal to be provided by OWNER. FIRM will place waste materials generated from this job into dumpsters identified by OWNER.
No painting, coatings or finishes (coatings) are included. All coatings (if needed) to be provided by OWNER.
The existing DO sensors provide an acceptable signal to SCADA that is available for blower control.
The existing package plant flow meters provide a signal to SCADA that is available for blower control.

Construction duration is assumed to be 16 weeks. Administrative charges associated with grant and Davis-Bacon reporting are budgeted accordingly.
FIRM will comply with the supplemental federal contract provisions included in Attachment A.
An allowance of $25,000 is included with this project. Allowance is only to be accessed with OWNER’s written approval. Unused portion of allowance to be credited back to OWNER. Allowance is in place for use at the OWNER’s discretion.
Existing soft starts are in acceptable condition and will be reused.

Section 3 – Location
The services to be performed by the FIRM will be on the following site or sites:
CSID WWTP North Blower Building

Section 4 – Deliverables
The FIRM will provide the following Deliverables to OWNER:
Engineered Design Draft and Final Draft drawings for the new blower system and electrical equipment
Reviewed submittals for new equipment (blower packages, electrical equipment, vales, instrumentation)
Proposed list of SCADA signals
Construction of Improvements
Record Drawings and O&M Manual for blower system.

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	
PO issued for new blower packages	30 days after NTP	
Delivery of new blower packages	32 weeks after NTP	
Engineering Design Draft	90 days after NTP	
Engineering Final Draft	120 days after NTP	
Substantial Completion	16 weeks after delivery of new blower packages	
Final Completion	10 days after Substantial Completion	

Section 6 – Method and Amount of Compensation
The FIRM will 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 will begin using the date the invoice was received.
Total job price: $ 919,363.63
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 will 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 B.

Section 7 – Application for Progress Payment
Unless otherwise prescribed by law, at the end of each month, the FIRM will 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 will 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 will be based upon percentage of work completed based upon the approved schedule of values. Retainage in the amount of 10% 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 5% of all future pay requests. If retainage is reduced, FIRM may not withhold more than 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 will be that point in time when OWNER determines that half of the Work required by the Contract has been completed. In no event will 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 will 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 five percent (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 ten percent (10%) 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 will 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, will 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 will 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 will be satisfactory to the OWNER.
The FIRM will 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 will, 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 latter 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 will occur within ten (10) business days of receipt by OWNER of FIRM’s written demand. The OWNER’s manager, will issue a written decision on the dispute within ten (10) business days of such meeting. This decision will 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 will, under no circumstance, look to the OWNER to provide any labor or equipment for the FIRM. The FIRM will 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, will 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 for any required permit fees
The FIRM acknowledges and understands that it is an independent contractor in its relationship with the OWNER. The FIRM hereby designates Rick Olson as the FIRM’s representative.
Section 9 – Insurance
The FIRM will 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 will 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 will 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 twelve (12) 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 named 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

Printed Name of President Date

Approved as to form and legality District Counsel

FIRM

Globaltech, Inc.

The foregoing instrument was
acknowledged before me on this		
Signature
	 day of 	, 2022 by

  David A., Schuman, P.E.	

who is personally known to me OR produced 	 as identification.

Signature of Notary

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

April 18, 2022 Date

Attachment A Federal Contract Provisions

ADAM H. PUTNAM

Florida Department of Agriculture and Consumer Services Office of Energy

ATTACHMENT A
FEDERAL FUNDING GRANTEE, SUBGRANTEE AND CONTRACTORS PROVISIONS

COMMISSIONER	PURSUANT TO
UNITED STATES DEPARTMENT OF ENERGY AWARDS

All subgrants and contracts awarded by the Grantee, including small purchases, shall contain the following provisions as applicable:
Equal Employment Opportunity - All contracts shall contain a provision requiring compliance with E.O. 11246, "Equal Employment Opportunity," as amended by E.O. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," and as supplemented by regulations at 41 CFR part 60, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor."
Copeland "Anti-Kickback" Act (18 U.S.C. 874 and 40 U.S.C. 276c) - All contracts and subgrants in excess of $2,000 for construction or repair awarded by recipients and subrecipients shall include a provision for compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. 874), as supplemented by Department of Labor regulations (29 CFR part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). The Act provides that each contractor or subrecipient shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. The recipient shall report all suspected or reported violations to the Federal awarding agency.
Davis-Bacon Act, as amended (40 U.S.C. 276a to a-7) - When required by Federal program legislation, all construction contracts awarded by the recipients and subrecipients of more than $2,000 shall include a provision for compliance with the Davis-Bacon Act (40 U.S.C. 276a to a-7) and as supplemented by Department of Labor regulations (29 CFR part 5, "Labor Standards Provisions Applicable to Contracts Governing Federally Financed and Assisted Construction"). Under this Act, contractors shall be required to pay wages to laborers and mechanics at a rate not less than the minimum wages specified in a wage determination made by the Secretary of Labor. In addition, contractors shall be required to pay wages not less than once a week. The recipient shall place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation and the award of a contract shall be conditioned upon the acceptance of the wage determination. The recipient shall report all suspected or reported violations to the Federal awarding agency.
Contract Work Hours and Safety Standards Act (40 U.S.C. 327-333) - Where applicable, all contracts awarded by recipients in excess of $2000 for construction contracts and in excess of $2,500 for other contracts that involve the employment of mechanics or laborers shall include a provision for compliance with Sections 102 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-333), as supplemented by Department of Labor regulations (29 CFR part 5). Under Section 102 of the Act, each contractor shall be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than 1 ½ times the basic rate of pay for all hours worked in excess of 40 hours in the work week. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence.
Rights to Inventions Made Under a Contract or Agreement - Contracts or agreements for the performance of experimental, developmental, or research work shall provide for the rights of the Federal Government and the recipient in any resulting invention in accordance with 10 CFR part 600.325, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency.
Clean Air Act (42 U.S.C. 7401 et seq.), and the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.), as amended - Contracts and subgrants of amounts in excess of $100,000 shall contain a provision that requires the recipient to agree to comply with all applicable standards, orders or regulations issued pursuant to

ADAM H. PUTNAM

Florida Department of Agriculture and Consumer Services Office of Energy

ATTACHMENT A
FEDERAL FUNDING GRANTEE, SUBGRANTEE AND CONTRACTORS PROVISIONS

COMMISSIONER	PURSUANT TO
UNITED STATES DEPARTMENT OF ENERGY AWARDS

the Clean Air Act (42 U.S.C. 7401 et seq.) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251 et seq.). Violations shall be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).
Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) - Contractors who apply or bid for an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by
31 U.S.C. 1352. Each tier shall also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient.
Debarment and Suspension (E.O.s 12549 and 12689) - No contract shall be made to parties listed on the General Services Administration's List of Parties Excluded from Federal Procurement or Nonprocurement Programs in accordance with E.O.s 12549 and 12689, "Debarment and Suspension." This list contains the names of parties debarred, suspended, or otherwise excluded by agencies, and contractors declared ineligible under statutory or regulatory authority other than E.O. 12549. Contractors with awards that exceed the small purchase threshold shall provide the required certification regarding its exclusion status and that of its principal employees.
Section 508 of the Federal Water Pollution Control Act, as amended (33 U.S.C. 1368) and Section 1424(e) of the Safe Drinking Water Act, (42 U.S.C. 300h-3(e)) - Contracts and subgrants of amounts in excess of $100,000 shall contain a provision that requires the recipient to agree to comply with all applicable standards, orders or regulations issued pursuant to Section 508 of the Federal Water Pollution Control Act, as amended (33 U.S.C. 1368) and Section 1424(e) of the Safe Drinking Water Act, (42 U.S.C. 300h-3(e)). Violations shall be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).
Compliance with all Federal statutes relating to nondiscrimination. These include but are not limited to:
Title VI of the Civil Rights Act of 1964 (P.L. 88-352) which prohibits discrimination on the basis of sex;
Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 795), which prohibits discrimination on the basis of handicaps; (c) the Age Discrimination Act of 1975, as amended (42 U.S.C. 6101-6107), which prohibits discrimination on the basis of age; (d) the Drug Abuse Office and Treatment Act of 1972 (P.L. 92- 255), as amended, relating to nondiscrimination on the basis of drug abuse; (e) the Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (P.L. 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; (f) Sections 523 and 527 of the Public Health Service Act of 1912 (42 U.S.C. 290 dd-3 and 290 ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; (g) Title VIII of the Civil Rights Act of 1968 (42 U.S.C. 3601 et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; (h) any other nondiscrimination provisions in the specific statute(s) made; and, (i) the requirements of any other nondiscrimination statute(s) which may apply.
Compliance with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (P.L. 91-646) which provide for fair and equitable treatment of persons displaced or whose property is acquired as a result of Federal or federally assisted programs. These requirements apply to all interests in real property acquired for project purposes regardless of Federal participation in purchases.
Compliance with the provision of the Hatch Act (5 U.S.C. 1501 – 1508 and 7324 – 7328) which limit the political activities of employees whose principal employment activities are funded in whole or in part with Federal funds.

ADAM H. PUTNAM

Florida Department of Agriculture and Consumer Services Office of Energy

ATTACHMENT A
FEDERAL FUNDING GRANTEE, SUBGRANTEE AND CONTRACTORS PROVISIONS

COMMISSIONER	PURSUANT TO
UNITED STATES DEPARTMENT OF ENERGY AWARDS

Comply, if applicable, with flood insurance purchase requirements of Section 102(a) of the Flood Disaster Protection Act of 1973 (P.L. 93-234) which requires recipients in a special flood hazard area to participate in the program and to purchase flood insurance if the total cost of insurable construction and acquisition is $10,000 or more.
Compliance with environmental standards which may be prescribed to the following: (a) institution of environmental quality control measures under the National Environmental Policy Act of 1969 (P.L. 91-190) and Executive Order (EO) 11514; (b) notification of violating facilities pursuant to EP 11738; (c) protection of wetlands pursuant to EO 11990; (d) evaluation of flood hazards in floodplain in accordance with EO 11988; (e) assurance of project consistency with the approved State management program developed under the Coastal Zone Management Act of 1972 (16 U.S.C. 1451 et seq.); (f) conformity of Federal actions to State (Clean Air) Implementation Plans under Section 176(c) of the Clean Air Act of 1955, as amended (42 U.S.C. 7401 et seq.);
(g) protection of underground sources of drinking water under the Safe Drinking Water Act of 1974, as amended, (P.L. 93-523); and (h) protection of endangered species under the Endangered Species Act of 1973, as amended (P.L. 93-205).
Compliance with the Wild and Scenic Rivers Act of 1968 (16 U.S.C. 1271 et seq.) related to protecting components or potential components of the national wild and scenic rivers system.
Compliance with Section 106 of the National Historic Preservation Act of 1966, as amended (16 U.S.C. 470), EO 11593 (identification and protection of historic properties), and the Archaeological and Historic Preservation Act of 1974 (16 U.S.C. 469a-1 et seq.)
Compliance with P.L. 93-348 regarding the protection of human subjects involved in research, development, and related activities supported by this award of assistance.
Compliance with the Laboratory Animal Welfare Act of 1966 (P.L. 89-544, as amended, 7 U.S.C. 2131 et seq.) pertaining to the care, handling, and treatment of warm bloodied animals held for research, teaching, or other activities supported by this Agreement.
Compliance with the Lead-Based Paint Poisoning Prevention Act (42 U.S.C. 4801 et seq.) which prohibits the use of lead based paint in construction or rehabilitation of residence structures.
Compliance with the mandatory standards and policies relating to energy efficiency which are contained in the State energy conservation plan issued in accordance with the Energy Policy and Conservation Act (Pub. L. 94-163, 89 Stat. 871).
Assist the Commission in complying with the State Energy Conservation Program as described in the Code of Federal Regulations, Title 10, Parts 420 and 450 and guidance issued by the U.S. Department of Energy and subsequent guidance issued by the U.S. Department of Energy; the Financial Assistance Rules described in Title 10, Part 600, as well as those regulations concerning the use of oil overcharge recovery funds.
The Commission reserves the right to transfer equipment acquired under this grant as provided in Title 10, Part 600.117. The Recipient can obtain a release of this right upon application containing certain commitments.
Compliance with the Buy American Act (41 U.S.C. 10a-10c) By accepting funds under this Agreement, the Grantee agrees to comply with sections 2 through 4 of the Act of March 3, 1933, popularly known as the “Buy American Act.” The Grantee should review the provisions of the Act to ensure that expenditures made under this Agreement are in accordance with it. It is the sense of the Congress that, to the greatest extent practicable, all equipment and products purchased with funds made available under this Agreement should be American- made.
Preservation of open and competition and government neutrality towards contractors’ labor relations on federally funded construction projects

ADAM H. PUTNAM

Florida Department of Agriculture and Consumer Services Office of Energy

ATTACHMENT A
FEDERAL FUNDING GRANTEE, SUBGRANTEE AND CONTRACTORS PROVISIONS

COMMISSIONER	PURSUANT TO
UNITED STATES DEPARTMENT OF ENERGY AWARDS

Unless in conflict with State or local laws, you must ensure that bid specifications, project agreement, or other controlling documents in construction contracts awarded pursuant to this agreement, or pursuant to a subaward to this agreement, do not:
Require or prohibit bidders, offerors, contractors, or subcontractors to enter into or adhere to agreements with one or more labor organizations, on the same or other related construction project(s); or
Otherwise discriminate against bidders, offerors, contractors, or subcontractors for becoming or refusing to become or remain signatories or otherwise to adhere to agreements with one or more labor organizations, on the same or other related construction project(s).
The term “construction contract” as used in this provision means any contract for the construction, rehabilitation, alteration, conversion, extension, or repair of buildings, highways, or other improvements to real property.
Nothing in this provision prohibits bidders, offerors, contractors, or subcontractors from voluntarily entering into agreements with labor organizations.
Compliance with the provision included in Title XV and Title XVI of Public Law 111-5, the American Recovery and Reinvestment Act of 2009.
Segregation of Costs – Recipients must segregate the obligations and expenditures related to funding under the Recovery Act. Financial and accounting systems should be revised as necessary to segregate, track, and maintain these funds apart and separate from other revenue streams. No part of the funds from the Recovery Act shall be commingled with any other funds or used for a purpose other than that of making payments for costs allowable for Recovery Act projects.
False Claims Act – Recipient and sub-recipients shall promptly refer to the DOE or other appropriate Inspector General any credible evidence that a principle, employee, agent, contractor, sub-grantee, subcontractor, or other person has submitted a false claim under the False Claims Act or has committed a criminal or civil violation of laws pertaining to fraud, conflict of interest, bribery, gratuity or similar misconduct involving those funds.
Retention of Records: CONTRACTOR shall retain all records relating to this contract for six (5) years after CITY makes final payment and all other pending matters are closed.
Compliance with Section 103 and 107 of the contract Work Hours and Safety Standards Act
Access to Records: CITY, the Florida Department of Agriculture, the U.S.Department of Energy, the Comptroller General of the United States, and any of their duly authorized representatives, shall have access to any books, documents, papers, and records of CONTRACTOR which are directly pertinent to this contract for the purpose of making audit, examination, excerpts, and transcriptions.
Compliance with Section 287.133(2)(a) Public Entity Crimes
Immigration and Nationality Act (Section 274A(e)), if applicable

Attachment B Budget Summary

Takeoff Worksheet
04/07/22

Coral Springs Improvement Dist 151314 CSID Blower Replacement

Assembly#	Part#	Description	Unit	Quantity	Ext. Price

Job: 151314 CSID Blower Replacement	
Bid Item:	1 General Requirements				
	General Conditions				
	Submittal Labor	HR	20.00	2,180.00	
	O&M Manual	HR	20.00	2,180.00	
	Progress Meetings	HR	40.00	6,240.00	
	Project Estimating	HR	80.00	8,080.00	
	Construction Scheduler	HR	20.00	2,100.00	
	Construction PM	HR	140.00	21,840.00	
	Purchasing & Subcontract	HR	60.00	7,740.00	
	Bldg Permits Application & Coordination	HR	20.00	2,180.00	
	Construction Assistant	HR	100.00	9,500.00	
			Bid Item Totals:	62,040.00	
Bid Item:	2 Sitework				
	MOB/DEMOB	LOT	1.00	9,400.00	
	Job Site Office Supplies	LOT	1.00	615.25	
	Sanitary	MONTH	5.00	1,476.60	
	Demo Blowers, Piping & Hoods	CR-D	7.00	14,000.00	
	Startup Crew	CR-D	2.00	4,000.00	
	Punch Out Crew	CR-D	3.00	6,000.00	
			Bid Item Totals:	35,491.85	
Bid Item:	3 Concrete				
	Concrete Slab Repair	LOT	1.00	615.25	

Takeoff Worksheet	04/07/22
Continued...

Assembly#	Part#	Description	Unit	Quantity	Ext. Price

	Materials	LOT	1.00	246.10	
	Installation	CR-D	1.00	2,000.00	
			Bid Item Totals:	2,861.35	
Bid Item:	5 Metals				
	Blower Piping Mods	LOT	1.00	54,267.36	
	Misc Metals & Fasteners	LOT	1.00	3,691.50	
	Installation	CR-D	1.00	2,000.00	
			Bid Item Totals:	59,958.86	
Bid Item:	7 Thermal & Moisture Protection				
	Roof Intake Flashing	EA	3.00	7,190.40	

Bid Item:	
11 Equipment		Bid Item Totals:	7,190.40	
	Blower	LOT	1.00	469,371.34	
	Unloading & Staging	CR-D	1.00	2,000.00	
	Installation	CR-D	10.00	20,000.00	
	Construction Superintendent	HR	50.00	5,050.00	
			Bid Item Totals:	496,421.34	
Bid Item:	17 I&C				
	Programming	LOT	1.00	13,104.00	
	Fiber Optic Cable & Misc Materials	LOT	1.00	4,306.75	
	Installation & Termination	HR	20.00	2,200.00	
			Bid Item Totals:	19,610.75	
Bid Item:	26 Electrical				
	Electrical Sub	LOT	1.00	104,048.00	
	Electrical PM	HR	80.00	8,800.00	
			Bid Item Totals:	112,848.00	
Bid Item:	41 Rental Equipment & Misc Tools				
	Scissor Lift	Month	1.00	1,107.45	
	Skid Steer W/ Forks	Month	1.00	2,707.10	

Takeoff Worksheet				04/07/22	
Continued...					

Assembly#	
Part#	Description	
Unit	
Quantity	
Ext. Price	
	
Traversing Fork Lift	
Month	
1.00	
5,967.93	
	Misc Tools & equipment	LOT	1.00	2,461.00	
	Equipment Fuel	GAL	60.00	476.10	
	Safety Equipment	LOT	1.00	430.68	
	Safety	HR	4.00	624.00	
	Equipment Delivery & Pickup	EA	2.00	1,107.45	
			Bid Item Totals:	
14,881.71	
Bid Item:	100 Engineering				
	Engineering Fee	LOT	1.00	63,756.00	

Bid Item:	
101 Allowance		Bid Item Totals:	
63,756.00	
	Allowance	LOT	1.00	25,000.00	
			Bid Item Totals:	
25,000.00	
Bid Item:	102 Bonds & Insurance				
	Bonds & Certifications	LOT	1.00	19,303.37	
			Bid Item Totals:	
19,303.37	
					
			Grand Totals:	919,363.63	

ATTACHMENT B
151314 CSID Blower Replacement
Engineering and Design Budget Summary

Agenda Page 67

Task	

Task Description	E6	E4	E2	E1	CAD	Adm 3	Adm 1	

Total Labor	
		$180.00	$155.00	$108.00	$88.00	$108.00	$77.00	$52.00		
1	Engineering and Project Coordination									
	Project Management	4		30			6	6		
	Preliminary Mechanical Design Drawings	6		32		30				
	Preliminary Electrical Design Drawings		30		10	26				
	Final Mechanical Design Drawings	4			16	12				
	Final Electrical Design Drawings		8		8	12				
	I&C Design Drawings		16		16					
	Equipment Reviewal	2	4	8						
	Project Coordination/Equipment Selection	4	4	8	4					
	Grant and Davis/Bacon Requirement Coordination	6		16			80	12		
										
2	Subtotal Task 1	26	62	94	54	80	86	18	$	45,392	
										
	Construction Improvements									
	Submittals	2	4	8	6					
	Blower Install Inspections	2	8	8	6					
	Valve and Equipment Install Inspections	2	2	8	4					
	I&C Coordination		12	4	12					
	Startup Services	2	8	16	12					
	Record Drawings		2	4	4	4				
	O&M			4	2		4	4		
	Project Closeout			2			4	4		
										
	Subtotal Task 2	8	36	54	46	4	8	8	18,364	

	Labor Subtotal Hours	34	98	148	100	84	94	26		
	Labor Subtotal	$6,120	$15,190	$15,984	$8,800	$9,072	$7,238	$1,352		
	Labor Total								$	63,756	

	TOTAL								$	63,756	

10B.

WORK AUTHORIZATION
CSID WA # 201
Globaltech No. 151364

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 engineering consulting services related to the Site 15 - Canal Bank Assessment and Design, 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:

OWNER has identified a specific area (Site 15) where canal bank erosion and deterioration has become a concern. In this area, erosion has occurred to such an extent, that the water’s surface has encroached onto private property and/or insufficient right-of-way is left for OWNER to maintain the canal. The OWNER has requested that the FIRM prepare an assessment of the subject properties that will include an investigation of the affected

canal banks, a design to remediate the problematic conditions, and preparation of an approximate cost to complete the proposed remediation. For this project, the assessment and design have been combined so that a more accurate construction cost estimate can be prepared. If at the end of the assessment phase, it is deemed that remediation is not needed, FIRM will not prepare the design and will return unspent funding. In its current form, the project will be accomplished by executing the following seven tasks:

Task 1 – Project Management and Coordination
FIRM will attend up one (1) meeting with OWNER to obtain available data and to coordinate applicable project issues and goals. FIRM will obtain aerial photographs and property appraiser data from Broward County to develop project specific base maps.

FIRM will conduct a field reconnaissance assessment of the subject site identified by OWNER from the canal bank and from the water with the assistance of OWNER. After the site visit, field data will be cataloged and documented along with site photographs.

Task 2 – Canal Surveying and Mapping
FIRM will prepare a scope of work and subcontract with Avirom and Associates Surveyors, Inc. (Avirom). FIRM will coordinate work with Avirom, the OWNER and the individual property owners to ensure that the required,	requested	survey	data	is	obtained. Subcontractor will identify and stake the rear property line for the 32 properties, prepare cross-sections at each property lines and at the mid- property locations (approximately 35-foot intervals). Cross sections will collect vertical elevations at 5-foot intervals from 15-feet within the private property to the water’s surface. All elevations will be referenced to NGVD 1929 vertical datum. FIRM will use survey data to prepare cross sectional designs for right-of-way remediation and plan drawings.  In addition,

subcontractor will locate and plot the locations of landscaping and structures located within the CSID Canal Right-of-Way.

Task 3 – Subsurface Exploration
FIRM will prepare a scope of work for a geotechnical engineering / testing firm to conduct a subsurface investigation at the subject site. FIRM will subcontract with a geotechnical engineering / testing firm and will coordinate work between OWNER, subcontractor and adjacent home owners. Subcontractor will review existing subsurface data, cross sections and dive team data related to site determine site conditions and influence of erosion and roots on canal bank. Subcontractor will perform hand penetrometer assessment to reveal the locations of voids, subsidence, extensive voids and root matts from the surrounding trees.

Task 4 – Canal Bank Dive Inspection
FIRM will prepare a scope of work to conduct an underwater dive inspection of the entire canal bank. FIRM will subcontract with Industrial Divers Corporation (IDC) and will coordinate work between OWNER, IDC and adjacent home owners. A three-person dive team will inspect the submerged shoreline and canal bank from water line to the mid-point of the canal (approximately 25 feet). Cross sections will be extensions of those prepared by the land surveyor and extend from the water’s edge to the mid- point of the canal. Canal depths will be collected along each cross-section at 5-foot intervals. Each cross-section will include the depth of the toe and the horizontal distance of the toe of the slope from the water line which will provide the submerged slope. Any overhanging limestone ledges will be measured for horizontal extend, the depth of the undermining measured with a grade rod and the location of the center of the greatest extent of undermining delineated with an additional cross-section location. FIRM will review collected data and will ensure that the required, requested data is gathered. FIRM will compile information provided by IDC and will use this

information to prepare sketches of the observations for Report of Findings
(Task 5).

Task 5 – Site 9 – Report of Findings
Firm will use the information collected in Tasks 1 – 4 to prepare a Draft – Site 15 Report of Findings. The report will present the following information:
Executive Summary
Summary of collected data (available data, field assessment, planning level survey, geotechnical investigation, and diving inspection)
Documentation of existing conditions of the canal bank at Site 15
Categorization of the level of canal bank stability in terms of canal slope conditions and need for stabilization
Proposed method of canal stabilization in areas that require remedial action
Following review by the OWNER, FIRM will request a meeting with OWNER to review the findings of the assessment and the need to move forward with remediation design. Three copies of the FINAL Report will be submitted that incorporates the OWNER’s comments and locations requiring bank reconstruction. FIRM will then summarize the results of the Report of Findings in a presentation to the Board.
Task 6 – Canal Bank Stabilization Engineering and Design

Based on the information collected during the first four tasks, FIRM will prepare construction plans with details and specification notes to implement canal bank stabilization at Site 15. The construction plans will be executed to a level necessary to complete work (sufficient to be executed by the FIRM) and will include the following sheets (27 total sheets):

Cover Sheet (1 sheet)
General Notes and Legend (1 sheet)
Typical Section Sheets (1 sheets)
Plan Sheets (6 sheets)
Cross Section Sheets (16 sheets)
Detail Sheets (1 sheets)
Pollution Prevention Plan Sheets (1 sheets)

FIRM will develop supplemental specifications to clarify the work activities and sequence of work. Specifications will be incorporated on the construction plans.
FIRM will develop and submit three (3) sets of construction contract documents (plans, notes and clarifications) for review and comment by CSID at the draft and final-complete milestones.
Task 7 – Construction Cost Estimate

Civil-CAD 3D will be used to prepare the proposed canal bank profiles. The program generates quantities of material required to be excavated and placed. With this information, Globaltech will work with a subcontractor (MEC) to prepare a cost estimate for the restoration of Site 15. The cost estimate will be developed to fully execute the work and will include project management, community outreach, construction oversight, construction implementation, and closeout services.

Assumptions

Assumptions for the project are as follows:
FIRM will coordinate assessment work with adjacent property owners.
Utility location will be included in the base survey. Future contractor will need to verify utility locations with location service prior to commencing work.

Permit applications for implementing the proposed improvements are not part of this work authorization.
Following the data assessment and during the report review meeting, it will be decided by OWNER and FIRM if canal bank remediation is necessary. In the event that remediation is not required, FIRM will eliminate Task 6 (Engineering & Design) and will return unused funding ($27,096) in a contract addendum.
An alternatives evaluation will be performed to only include remediation methods suitable for this location (rip-rap, geotechnical membrane, shore reshaping with a protective barrier) and will not include the entire universe of remedial techniques.
Cost of vegetation removal will not be included in project cost estimate.

Section 3 – Location
The services to be performed by the FIRM shall be at Site 15 along Canal L-202 and include the following thirty-two (32) properties:
SW 1st Street (12493, 12485, 12477, 12469, 12461, 12453, 12449. 12437,
12429, 12421, 12413,12397, 12389, 12381, 12373, 12365, 12357, 12349,
12341, 12333, 12325, 12317, 12309, 12301, 12293, 12285)
NW 1st Street (12233, 12211, 12199, 12177, 12155, 12133)

Section 4 – Deliverables

The FIRM will provide the following Deliverables to OWNER:
Draft and Final – Site 15– Report of Findings
Presentation of Findings to Board of Directors
Draft and Final – Site 15 Canal Bank Remediation Design

Section 5 – Time of Performance
Project will commence after execution of this Work Authorization. The FIRM and OWNER agree to the following schedule:

Task	Time Elapsed to Subtask Completion	
Notice to Proceed (NTP)	0 Days	
Data gathering	8 weeks after NTP	
Draft Report	12 weeks after NTP	
Final Report	14 weeks after NTP	
Presentation to Board	14 weeks after NTP	
Draft Design	18 weeks after NTP	
Final Design	20 weeks after 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: $113,436. No allowance is included in the proposed fee.

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. 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
1. 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.

Section 8 – Responsibilities
The FIRM shall, under no circumstance, look to the OWNER to provide any labor or equipment for the FIRM not specified herein. 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 Shawn Frankenhauser	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 for any required permit fees

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  ten (10)   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 	, 2022 by		
Signature

who is personally known to me OR produced 	 as identification.

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

_January 24, 2022	
Signature of Notary	Date

Attachment A Budget Summary

Agenda Page 80

12 of 10

Agenda Page 81

ATTACHMENT A
WA#201 - Site 15 Canal Bank Assessment and Stabilization Design
Engineering and Design Budget Summary

Task	

Task Description	Officer	E6	E4	E2	CADD	Adm 3	Adm 1	
Total Labor	*Sub- Consultant
Services	
Sub- Consultants	
		$210.00	$180.00	$155.00	$108.00	$108.00	$77.00	$52.00				
1	Project Engineering & Coordination											
	Project Management		16		4		4	6				
	Subconsultant Agreements / Coordination		4					2		0		
												
										0		
	Subtotal Task 1	0	20	0	4	0	4	8	$	4,756	0		
												
2 - 5	Site Assessment / Report of Findings											
	Subcontractor Management/Coordination		8				4	6				
	Coordination with Homeowners		16		16							
	Geotechnical Investigation		8					2		12,000	NET	
	Canal Surveying and Mapping		12		6			2		18,500	Avirom	
	Canal Dive Inspection		6		12			2		19,000	IDC	
	Data Review		6							0		
	Report of Findings		16		8			8				
	Presentation to Board		4			2		2				
												
	Subtotal Task 2	0	76	0	42	2	4	22	$  19,884	49,500		
												
6	Engineering and Design											
	Design Concept and Slope Stability Analysis		24			4		2		0		
	Design Preparation		40		24	92						
	Cleint Review Meeting		4					2		0		
	Design Modificaitons		4			8		2				
	Subtotal Task 3	0	72	0	24	104	0	6	$  27,096	0		
												
7	Construction Cost Estimate											
	Construcion Cost Estimate		16		4		0	4		2,000	MEC	
												
	Subtotal Task 4	0	16	0	4	0	0	4	$	3,520	2,000		
												
	Labor Subtotal Hours	0	184	0	74	106	8	40				
	Labor Subtotal	$0	$33,120	$0	$7,992	$11,448	$616	$2,080				
	Labor Total								$  55,256			
	Subconsultant Labor Total									51,500		
	Subconsultant Multiplier									1.12		
	Subcontract Total									57,680		
												
	Field Materials									$	500		

	TOTAL									$	113,436		

MEC - Metro Equipment Corp. AA - Avirom and Associates IDC - Industrial Dive Corporation
NET - Nutting Engineering and Testing

Eleventh Order of Business

PROJECTS UNDER CONTRACT

Globaltech, Inc.
CSID Engineer’s Report April 18, 2022

WA#183 – Above Ground Fuel Storage Tanks & Dispensing System – Substantially Complete
Approved by Board – 11/16/20
Pump replaced on unleaded fuel tank 12/06/21
Recalibrated fuel dispenser
Cypress Construction replaced impeller
Manufacturer’s representative on site to assess vibration, noise, and impeller wear
Cypress Construction to implement changes proposed by pump manufacturer
Globaltech ordered emergency stop button. CSID to install.
New pump being shipped by manufacturer.
Project should be complete in May

WA#184 – HSP 7 Day Tank Replacement – Substantially Complete
Approved by Board – 1/25/21
Project substantially complete – 5/27/21
Cypress Construction and Globaltech met with Broward County electrical inspector
Waiting to close out permit with Broward County
Project should be complete in May 2022

WA#187 – 500KW Emergency Generator – In Progress
Approved by Board – 5/17/21
Project kick-off meeting 6/10/21
Signed purchase order for generator – 6/10/21
Received revised submittals – scheduling a review meeting with staff – 10/13/21
Released generator for production
Design review meeting conducted – 4/11/22
Anticipated generator delivery – September 2022
Estimated project substantial completion – October 2022

WA#188 – Atlantic Blvd. 4-inch Sleeve – Complete
Approved by Board – 12/21/20
Permit closeout received and forwarded to CSID

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

Globaltech, Inc.
CSID Engineer’s Report April 18, 2022

ACTIVE PROJECTS (Cont.)

WA#193 – WWTP Operating Permit Renewal and Reuse Study – Complete
Approved by Board – 9/20/21
Permit issued by FDEP 3/09/22 (Permit period 6/18/22 – 6/17/27)
Follow up correspondence with FDEP

WA#195 – PW8 VFD – In Progress
Approved by Board – 11/15/21
Issued Purchase Orders and Subcontracts
Reviewing submittals from CC controls
Estimated construction – April 2022
Estimated project completion – May 2022

WA#196 - DIW Building Breaker Replacement – In Progress
Approved by Board – 11/15/21
Issued Purchase Orders and Subcontracts
Coordinating work and site visit with FPL
Submitted permit drawings to Energy Efficient
Switch gear expected to be delivered by 5/13/22
Construction to be completed by 5/27/22
Estimated project completion – 6/15/22

WA#197 – Distribution Line Valve Replacement –In Progress

Approved by Board – 11/15/21
Ordered valves and fittings
Pipe and fittings delivered – 3/19/22
Submitted courtesy letter to FDEP notifying of valve replacement and requesting bacteriological testing protocol approval – 4/13/22
Estimated valve delivery week of 4/25/22
Estimated construction – May 2022
Estimated project completion – June 2022

WA#194 – HB53 Compliance – In Progress
Approved by Board – 12/20/21
Preparing data requests from CSID to complete templates
Estimated Project Completion – 6/30/22

Globaltech, Inc.
CSID Engineer’s Report April 18, 2022

ACTIVE PROJECTS (Cont.)

WA#199 – LP Fuel Tank Installation – In Progress
Approved by Board – 12/20/21
Executed subcontract with Sungas
Construction scheduled – 4/25/22 through 5/06/22
Estimated project completion – 5/20/22

WA#200 – PS 1 & 2 Trash Rack Bracket Replacement – In Progress
Approved by Board – 12/20/21
Brackets being fabricated – completed by 2/25/22
PS-2 substantially completed – 3/11/22
PS-1 substantially completed – 4/05/22
Addressing minor issues prior to closeout
Estimated project complete – 4/22/22

Work Authorizations Under Development

WA#191 – Replace Blowers 4 & 5 – On current agenda WA#XX – Generator Storage Building – under development