Coral Springs Improvement District

Agenda March 15, 2021

Coral Springs Improvement District
March 8, 2021 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, March 15, 2021, at 4:00 p.m. at the District Offices, 10300 NW 11th Manor, Coral Springs, Florida. In order 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, conference ID 296845514#. Following is the advance agenda for the meeting.

Call to Order
Approval of the Minutes of the February 22, 2021 Meeting
Audience Comments
Approval of Financial Statements for February 2021
Consideration of Encroachment Agreement – 2019 NW 86th Way
Consideration of SWM Permit 2020-5 for Coral Village Apartments
Consideration of Permit 2021-3 for Bluestream Segment 3 Fiberoptic Installation
Presentation by Globaltech on Site 10 and 10A Repairs
Consideration of a Request by Staff for Board Approval for the District to Piggyback on the Contract FY 20-210 Sewer System Cleaning between Shenandoah and the School Board of Broward County, Including Extensions, to Provide Gravity Sewer Service for the District; the contract is to have an annual not to exceed amount of $10,000
Consideration of a Request by Staff for Board Approval for the Purchase and Installation of Three Hurricane Rated Doors for the Garage Building in the Sum of
$25,250 Piggybacking on Door Systems of Florida Contract with the City of Deerfield Beach
Consideration of Staff Request for Board Approval to Exercise the Final Optional Renewal of Contract 2017-04 with Fish Tec, Inc. for Culvert Inspection Year February 2021 to February 2022 (Fish Tec is also willing to extend the contract by two years to February 2024 while maintaining the same terms and conditions pending Board Approval)
Consideration of Staff Request for Board Approval to Exercise the Final Optional Renewal of Contract 2016-01 Shenandoah General Construction Co. for Wastewater Plant Cleaning Year February 2021 to February 2022
Engineer’s Report
Staff Reports
Manager – Ken Cassel
Department Reports
10300 NW 11th Manor, Coral Springs, Florida • Phone: 954.753.0380 • www.csidfl.org

Coral Springs Improvement District
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

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

10300 NW 11th Manor, Coral Springs, Florida • Phone: 954.753.0380 • www.csidfl.org

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, February 22, 2021 at 4:06 p.m. at the District Office at 10300 NW 11th Manor, Coral Springs, Florida Statutes.

Present and constituting a quorum were:

Martin Shank	President
Len Okyn	Vice President
Chuck Sierra	Secretary

Also present were:

Ken Cassel	District Manager
Terry Lewis	District Attorney (Via Telephone)
David McIntosh	Director of Operations
Joe Stephens	Director of Utilities
Jan Zilmer	Human Resources (Via Telephone)
Rick Olson	District Engineer (Via Telephone)
Curt Dwiggins	Field Department (Via Telephone)
Christian McShea	Water Department (Via Telephone)
Tom Kedrierski	Wastewater Department (Via Telephone)
Shawn Frankenhauser	Stormwater Department (Via Telephone)
Dave Berringer	Utility Billing and Customer Service
Seth Behn	Lewis, Longman and Walker

The following is a summary of the discussions and actions taken at the February 22, 2021 Coral Springs Improvement District’s Board of Supervisors Meeting.

FIRST ORDER OF BUSINESS	Call to Order
Mr. Cassel called the meeting to order and called the roll.

SECOND ORDER OF BUSINESS	Approval	of	the	Minutes	of	the
January 25, 2021 Meeting
Each Board member received a copy of the Minutes of the January 25, 2021 Meeting, and any additions, corrections or deletions were requested.
There being none,

Unapproved Minutes

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the minutes of the January 25, 2021 meeting were approved.

THIRD ORDER OF BUSINESS	Audience Comments
There being none, the next item followed.

FOURTH ORDER OF BUSINESS	Approval of the Financial Statements
for January 2021
There being no questions or comments,

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the financials statements for January 2021 were approved.

FIFTH ORDER OF BUSINESS	Consideration of Engagement Letter
with Keefe McCullough for the Financial Audits for Fiscal Years 2021 and 2022
Dr. Shank noted they extended the same rate for Fiscal Years 2021 and 2022.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the engagement letter with Keefe McCullough for the Fiscal Year 2021 and 2022 financial audits was approved.

SIXTH ORDER OF BUSINESS	Consideration of Permit 2021-2 for
Fiber Optic Installation Improvements Along Atlantic Boulevard
The Board reviewed the application. Mr. Dwiggins stated he does not have objections to approval of this permit.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor Permit 2021-2 for fiber optic installation improvements along Atlantic Boulevard was approved.

SEVENTH ORDER OF BUSINESS	Consideration of Quick Claim Deed for
CSID Parcel within the Project Design for the Turnpike Authority at Atlantic Boulevard
The following was discussed:
Dr. Shank questioned why deed the land instead of giving them a right-of-way.
Unapproved Minutes	2

Mr. Lewis responded the District can do a right-of-way in place of deeding the land. He had discussions with Mr. Cassel, and it is a small piece of property the District has never had a use for.
Mr. Cassel stated it is a small piece of land off the south side of the ramp. It is 1 foot wide at one end and 15 feet wide on the other end. It was originally held to be able to run water lines further west, but this was prior to the development line being cutoff at the Sawgrass Expressway. The District does not have any reason to keep the land.
Discussion ensued and Mr. Lewis suggested he discuss this further with the Turnpike Authority. If he can get them to agree to pay for engineering fees for deeding them the line, it may be better for the District.
This item will be discussed later in the meeting.

EIGHTH ORDER OF BUSINESS	Consideration of Award of Project
GF-2021-02 Bid for the Culvert Cleaning to Fish Tech, Inc. in the Amount of $69,000
Dr. Shank stated they were the only company to bid and they have done good work for the District before.
Mr. Frankenhauser noted the bid is $31,000 less than what was budgeted.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor, Project GF-2021-02 for culvert cleaning was awarded to Fish Tech, Inc. in the amount of $69,000.

NINTH ORDER OF BUSINESS	Consideration of a Request by Staff
for Board Approval of Trio Development Corporation to Carry Out Repairs to Lift Station #9 in the Amount of $146,933.22
Mr. Dwiggins provided an overview of the proposal to repair Lift Station #9. He noted Trio has done good work for the District before.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor repairs to Lift Station #9 by Trio Development Corporation at a cost of $146,933.22 was approved.

Unapproved Minutes	3

TENTH ORDER OF BUSINESS	Consideration of Request by Staff for
Board Approval for Eaton Corporation to Provide and Install a 300A Filter Board for the Harmonic Correction Unit in the Water Plant for $6,303 Net, Under Eaton’s Sole Source Agreement
The Board reviewed the proposal from Eaton.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the proposal from Eaton Corporation to provide and install a 300A filter board for the harmonic correction unit in the water plant for a total cost of $6,303 was approved.

ELEVENTH ORDER OF BUSINESS	Revised Covid-19 Relief Policy
A copy of the final policy with the revisions made at the previous meeting were provided to the Board in the agenda package and are attached hereto as part of the public record.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the revised Covid-19 relief policy was approved.

TWELFTH ORDER OF BUSINESS	Consideration of Work Authorization
#189 for Stormwater Pumping Stations #1 and #2 Safety Improvements
The Board reviewed Work Authorization #189.
Dr. Shank asked about lumber underneath water.
Mr. Frankenhauser responded it is pressure treated wood and Mr. McIntosh noted it last a long time.
Mr. Olson stated they looked at other options and concluded lumber is the least expensive, and most efficient to use. It should last about 10 years.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor Work Authorization #189 was approved for a total cost of $58,177.

Unapproved Minutes	4

SEVENTH ORDER OF BUSINESS	Consideration of Quit Claim Deed for
CSID Parcel within the Project Design for the Turnpike Authority at Atlantic Boulevard (Continued)
The Board reviewed an aerial of the parcel.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the Quit Claim Deed for the CSID parcel located by the Sawgrass Expressway Atlantic Boulevard exit to the Department of Transportation was approved.

THIRTEENTH ORDER OF BUSINESS	Engineer’s Report
Mr. Olson reviewed his report; a copy of which is attached hereto and made part of the public record.
Work Authorization #174 – There is an unequal distribution of air coming out of the diffuser membranes. The diffusers are defective. The manufacturer is sending replacement membranes this week. They will be installed next week.
Work Authorization #178 – Punch list items are being addressed so the project can be closed out within the next two weeks.
Work Authorization #181 – Project is contingent upon completion of Plant C. Estimated start date for this project is the middle of March.
Work Authorization #183 – All designs are complete, and the permit package is ready for the fuel system. The survey will be delivered by Friday, February 26, 2021.
Work Authorization #185 – The project will commence March 8, 2021 and the project should take five days to complete.
Work Authorization #186 – All construction work is complete. They are in the process of final closeout and are addressing some sod and irrigation issues, as well as finishing up with the guard railing. A walkthrough is expected by the end of this week.
Work Authorization #188 – MPC will complete the design this week. Globaltech will review the design and then send to Mr. Dwiggins for his review.
Unapproved Minutes	5

Mr. McIntosh stated if they run into issues with the City regarding the permit for the above ground fuel tank, to let him know so they can coordinate meetings.

FOURTEENTH ORDER OF BUSINESS	Staff Reports
Manager – Ken Cassel
Mr. Cassel stated the following:
He has been trying to get a hold of the Assistant City Manager. He will reach out to him this week to address removal/grinding of the stumps.
He discussed the County bus stop projects. Mr. Frankenhauser reviewed the sites and they convinced the County to relocate the bus stops, so they do not impact current drainage.

Department Reports
Operations –David McIntosh
Mr. McIntosh stated the following:
He spoke with the City regarding the canal clearing behind the Auto Mall. The City wants to hold a meeting with them and the Auto Mall to address residents’ concerns.
He met with staff and Mr. Cassel to discuss the permit renewal system. They will hold a meeting next week to discuss further.
They had a meeting with FEMA on January 26, 2021 to finalize the Hurricane Irma grant. They found $1,650 the District was not eligible for, but most of the funds requested were paid.
They made a few office changes in the administration building.

Utilities Update – Joe Stephens
Mr. Stephens reported the following:
The locates are related to samplings associated with the underground tank.
He spoke with the County regarding Covid-19 sampling of the wastewater. They are working on a contract extension for the analysis. They are six to seven weeks behind on data for the District.

Unapproved Minutes	6

He is working with Mr. McShea and Ms. Dvorshak to look into getting cameras at the wells. AMC, the camera contractor, was on site today to look into the possibility of remotely sending signals for radio telemetry.

Utility Billing and Customer Service Report – Dave Berringer
Mr. Berringer 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.

Wastewater – Tom Kedrierski
Mr. Kedrierski 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 reported the following:
Hepatitis A shots will be made available to staff in March.
He is working with staff on projects such as a new hire checklist and termination checklist.

Unapproved Minutes	7

Dr. Shank noted when you get the Covid-19 shot, they ask if you have had any vaccines within the last month. Employees may need to wait to take the Covid- 19 shot if they get the Hepatitis A shot.
Motion to Accept Department Reports

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the department reports were accepted.

Attorney
Mr. Lewis reported the following:
The legislative seasons for 2021 begins Tuesday, March 2, 2021.
Representative Daley’s bills have not been referred or set for a hearing.
Senator Janet Cruz filed SB 1494, which proposes the suspension of statutory provisions requiring in person quorum during a declared state of emergency.

FIFTEENTH ORDER OF BUSINESS	Supervisors’ Requests
Dr. Shank stated FASD will have their annual conference June 16 and 17, 2021 in Orlando. He will be attending. The District budgets for all Supervisors to attend every year.

SIXTEENTH ORDER OF BUSINESS	Adjournment
There being no further business,

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

			
Kenneth Cassel		Dr. Martin Shank	
Assistant Secretary		President	

Unapproved Minutes	8

Fourth Order of Business

CORAL SPRINGS IMPROVEMENT DISTRICT
FINANCIAL REPORTING – MEETING MARCH 15, 2021

TOTAL REVENUES

REVENUES

EXPENDITURES & RESERVES

CORAL SPRINGS IMPROVEMENT DISTRICT GENERAL FUND
SUMMARY REPORT
For the Period Ending February 28, 2021

ADOPTED BUDGET
FY 2020-2021	PRORATED BUDGET
THRU 2/28/2021	ACTUAL 5 MONTHS
ENDING 2/28/2021	VARIANCE FAVORABLE
(UNFAVORABLE)	

$	4,072,935	$	3,420,334	$	3,438,022	$	17,688	

TOTAL EXPENDITURES	
TOTAL RESERVES	

 
$	2,472,935	$	1,006,458	$	841,241	$	165,217	
$	1,600,000	$	666,667	$	-	$	666,667	

TOTAL EXPENDITURES & RESERVES

$	4,072,935	$	1,673,125	$	841,241	$	831,884	

EXCESS REVENUES OVER (UNDER)
EXPENDITURES & RESERVES		
$	2,596,781	
			
FUND BALANCE BEGINNING		$	9,380,747	
			
FUND BALANCE ENDING		$	11,977,528	

TOTAL REVENUES

REVENUES

EXPENDITURES

CORAL SPRINGS IMPROVEMENT DISTRICT WATER & SEWER FUND
SUMMARY REPORT
For the Period Ending February 28, 2021

ADOPTED	PRORATED BUDGET	ACTUAL 5 MONTHS	VARIANCE	
BUDGET	THRU	ENDING	FAVORABLE	
FY 2020-2021	2/28/2021	2/28/2021	(UNFAVORABLE)	

$	16,127,287		$	5,593,579		$	5,723,329		$	129,750	

TOTAL ADMINISTRATIVE	
TOTAL PLANT	
TOTAL FIELD	
TOTAL EXPENDITURES	

 
$	2,474,455		$	971,618		$	809,275		$	162,343	
$	7,772,422		$	2,559,411		$	2,129,976		$	429,435	
$	2,775,397		$	767,014		$	671,447		$	95,567	
$	13,022,274		$	4,298,043		$	3,610,698		$	687,345	

AVAILABLE FOR DEBT SERVICE		$	2,112,631	
			
Total Debt Service		$	1,176,150	
			
Excess Revenues (Expenses)		$	936,481	
			
Net Assets Beginning		$	41,367,565	
			
Net Assets Ending		$	42,304,046	

CORAL SPRINGS IMPROVEMENT DISTRICT
FEBRUARY 2021

GENERAL FUND - CHECK REGISTERS

FUND

CHECK DATE		CHECK No.	

AMOUNT

General Fund	2/01/2021 thru 2/28/2021	#5457 - #5488	$183,169.23

Total	$183,169.23

WATER & SEWER - CHECK REGISTERS

FUND

CHECK DATE		CHECK No.	

AMOUNT

Water and Sewer	2/01/2021 thru 2/28/2021	#30600 - #30769	$564,411.08

Total	$564,411.08

Agenda Page 18

Fifth Order of Business

Yasiel Trujillo & Nazira Cejas 2019 NW 86th Way
Coral Springs, FL 33071

To whom it may concern,

Agenda Page 19

We are the homeowners of a single family home at 2019 NW 86th Way in Coral Springs, FL 33071. We are currently in the process of replacing our backyard fence and the city is requesting us proof of the Coral Springs Improvement District's approval to grant us the permit.

The reason for that request is that our backyard leads to an area that is owned by the CSID. In fact, the last ~12 feet of our currently fenced backyard also belongs to the CSID (see survey attached). The city approved the installation of this fence in 1989 (permit in record) because the CSID allowed ttie installation of the fence back then in part of their property. There is another area remaining outside of the currently fenced portion, which also belongs to the CSID and leads to the canal. We regularly maintain this area, however, there is completely free access to it from the street without having to enter our property.

As we look to replace the current chainlink fence, which has severely deteriorated with time (built in 1989), we kindly ask the CSID to  grant us an approval that we can show the city in order to obtain a permit to replace the fence in the exact same location it is now. This would be the same approval that was granted in 1989 to the homeowners at the time.

Our plan is to install a white PVC Semi-Private fence on the sides of the property, and either a black chainlink or white aluminum rail fence along the back line that faces the canal.

Please find attached to this email a clean copy of our home Survey showing the location of the current fence, as well as a second copy showing where our new fence will be installed (only modifications to the front facing location).

Please let us know if there is anything else you would like us to provide. Hope to hear from you soon,
Yasiel Trujillo and Nazira Cejas yasie1trujillo@gmail.com nazira3814@gmail.com
786-506-5124
786-624-1712

f\{J.LlA	c.R- le

Agenda Page 20

-	-
MELAND
-	-fcrc-	9	.............
----"-:-.. "._. - .,,, 0
0   Drwllllll9 1A,...-	1',, TA  'WI S T •A	_   '
' .. ••w ttr "o-' o ••rEztwooo,	I ,	..
CO-'QUI-JfA    --	•o't'AL P-A.1.-.  WI
CO V_[     VILLA&	COU.MU"tTY
F( AT Ht • T " l f'
Go9'o	fO.,S   Gt[•	Proudly Serving
---_	the FJorida ReaJ
M,1:fL'oU•III EstateC ommum.ty
-	"'	for Over 20 Years
WWW .MELAN OSERVJCES .COM	
Tllio ...wyllld-bo	c-rn,mtllollnd ...-..Y,,,wl>o ""• •tgnodand-	d tlll& ...w.y

 

N.W. 86th WAY
-	- 50' RIGHT-OF-WAY (BY PLATj :	J.
L 	.  ·····  .	.	.2. .2.'.:.t ·A·S·P·H··A·L·T···PA.V.E..M.E..N.T. -·:.. ..... .	.. .. ...  .	.  -  	0 
\..Jtir	·. ···2 2.so•·	.,;
I  4.02'  (P)	s 00-47•24•  w	-. ::·.«· :·-:-.	12.2'  PARKWAY 	I
100.00'	F'.I.P. 1/2• J
P..C  O	10'   INGRESS   &:     QWM J	·.,:: ,::--:-:::....- .	l	(NO.  ID.)
F.1. .P	1/2·	cGR£ss ---	. - r !'IA i:	L
_	(!!!!: JIJ.)	_	_  EASEME I\IT	l _	·- .	\- re
.	...	"'	I
LOT 1	5
.	BLOCKUU	CON  9	;,,f  · :,·:. ;	1.8'	Q..
C	13.0'	j _ _	_.	.....
1•=20·	0	20.10'	18 .26'	0
I  ·•	N
I  ci	C	.bQ)
3'I  fo'ffl:i  I	-co
I	2 1. 62  '	-    I	391.:1.:s--·-	-->   f	:t
L..I
II "I'	 		ONE  STORY	"z	..  !'>
LOT=2	,b	RESIDENCE	-  C,)
BLOCK UU  :--1	#  2019	I t
b	c:i
LJ	C'lac,
Cl!)	  	    	(7B4r-•-r 0■  9.' :a::
kI   -<....:::	I	.	"C")"
._..,,   _,	:::>I
.	,, CONC	...	..... C,) •
:!t-=:;===	.,P,W	:::::-:- 	/
, rr	19. 10'	I	I 1-Q
POOL	8	I	.Oo... ....., .....
b	•   i 'EWNCIRfi
.-.;	'!J	I	•'	Cl:) o:i
.. o	W)
,	I	I	j
F.I.P.   ,v2	!I	I	j	I I	vl,P. t/2"
 	 	
(NO.  ,o.J I:  s1; /  /  /	/  ,oo.o:s•  (P)  /	/	/	;  /	:	(No.  ,o.;
y ¥	,	/	N oo·,s•46• w.	c. /.	I
x-	x-	x-	x-	•-	x-	x-	x-	r	C,,51 D .fancl
□	if
COMCAST	i,,
BOX	-
- - - - - - --.- - - - - - ----	□	"
[ APPROXllriAT£ COG£ OF WATER
l' A	A I	

.	OnfiM-P

....:.;.· -
MELAND

--	.."'!"'. ' 7-.r- °" o-

9	---

.,   ._ ...... l"'f'f"      '	l TA  V &T&.	l	--
....	a;.aiiTrNcoo	t	-"	1,  ..,.    ..
,q,." -	_.,.   1•fEllfWOOD	•
COQUINA -	f101'AL' P'"'M
COVE.  VILLAS	t	COMMUIO 'TY
'       F.[ .. THtRT.aH 1	,	_
Go, ,,la	'	FOH&T  OU•	-    -    •:

Agenda Page 21

Proudly Serving
,... 'A	the Florida Real
IRL,AJII)   E  stateC ommum.ty
for Over 20 Years
\VW W.MELANDSE.RVl CES .CO M

Tlllo ..._ahdnotbo -korcDft01ruc tlmg--- fromlholond a...-yo,who hoo olgnod ond-■    d thlo-	-

I  ·er

..
N.W. 86th WAY .-. ·.

22'± ASPHALT PAVEMENT - . .:

.·-: ...

.so· RIGHT-OF-wir (er· PLArj . .- ·. ·

..·. J

..	*	....	0
s  00-47•24•  w  .	::.} -_: : :. .7 ,2.2· PARKWAY	T
v..,	,oo.oo·Jp   .....-...........-... ....	F.,.P.  1/2"  i

-:

: ,.-:

{NO. ID.)

L

0	•	gs a: D w	····· .. ..	L

*  I. , 	I

EAS£MENT	. l)ff!VP.YAY·.
-	-	-	·.  · : : : .-  : :  ·: . . .ii.,.-	I	s

I

,•=20•

I
i,;
ci

LOT 1 BLOCKUU

cl  C01d'C.o·"'  I ..1&.s-s; ::-1
0N	'	20.10'
C
g

LB'
tll.26'

co

0
'-°

a.
LL
0
.e..n.
Sl
::i

a..,

, 2 1.62'

;. - ·-·--	I

b.;:f¥CpNc	I

j	I

LOT	"it

c:,

2	.!') ..

ONE STORY

1:

RESIDENCE

o •

'b.	I-

-

I :sa

0	0

..

ru I	=

w

BLOCK UU :""	I

I

t 1	I
">1	I
I

i..n...

#   2019	A."<'

r 7-

µ I   0
8 4•-

c:i•

o.os· c5'

'	19.10'

ai,

., CONC

I	/	_o;

i-c

I I

aa r+-

POOL

I I	C)

WI¥-!

Cl)

b	Q	-4-i ENC

-.I    .C..:JO::g:j:

F.I.P.  1v2	II

IO
II)

I

.-.;

J	I	Q;_
I
I

_J

1	11	r.,.P. vz•

(NO. ID.)	°'
>CW::)
4-

x

COMCAST	o,

□

,oo.o:s· (P)	ii,	><    (NO. ID.)
N  oo·:ss•4s•  w	:a::,
•-	- x-	- x-	- x-	- x-	x-	- x-	- x,	x
+I

-

- - - - - - --.- - - - - - ---
[APPROXIMATE EDGE OF WATER
rAt,.1.AI

□CAB LE
'\	BOX

 	

. .....

-:ir-lf

Agenda Page 22

-Rf'¥ UH[ STRCCTURE
COHC. lllOCK WALL
- -	CHAIN- LINK  F"ENCE OR WlRE r[NCE
WOOi) FOiet
IRON  F.C.N.CC
-----	C£HTtR UNE
woeD DECK COHCRCTE ASPIIJ.I.J
                              	   IIIIICK / TIU

-	WA.TO
APPl!DlC!l'.AT[ £DG( Of WATER

COVtREO ARCA
e	TREE
'O	l'O>ll:R POI.E CAT.C.tl  BASIN
C.g[	UUllt"T
.l	-n	/ lGOfSS uuwv,.
\J.l .	Un.JT'f' IAU.IIT	Surveyor's Legend

l'ND	FOUND IR0/1 l',P [ I	R.R.
PIN AS NOTtO OH Pull	'-
lBI	UCl'.NS£ f - BUSIKESS	R
LSI	UCENSE I - SU!IYCYOR	RAIi.
CM.C	CAI.CUU!CD POl!ff	,u.
S(t	SCT PIH	TYP.
"•	CONT-  PO".HT	LR.
CONCRCTE WONUM[Nl	LP.
0	BCIICJfMARK	N&ll
[L[V	nEVATIOH	Pl(  ......
P.T.	POPIT Of TAliCCNCY	D.M.
P.C.	POINT or CURYAJlJR[	®
P.R.M.	PERMA. [HT Rtf[RCNCE MOt,"UM[h'T	Ei'!l
,.c.c.  POINT Of COMl'OU D CUIIVATUII[	@) M.H.
P.R.C.	POINT Of REVERSE OUIIYAl'URE	O.H.L
P .0.8.	PCII.-J Of" 8£GINKJHC	TX
P.O.C,	POINT OF COIIMEN CNENT	CATV
P.C.P.	P!RW.SENT CONTROL l'O'.Nl	W.11.
"	nELD MCAS IIREO	P/E
p	PUTTEO MEASURCMOIJ	CONC.
D	DEED	I. ).II
C	CALCULAttO
.,	D.[ .
, ,1. ,,.,  "'4   lJtt"'C   :....-r w •""f     U M"	.It 
.Ol	100'  c,t.,.,...c ov,,r""	L A t .	

BEA.'IING ltftR[h-ct'.	

TEL	

r£1.£PIIQI,"£ FACIUTlts	
		CtNTJIAI. AN:;t[ OR D( LTA	U.f'.	UTILITY POL[	
		a, oKJS OR RADW..	c.u.a.	EU CIRIC UTIUN IIOX	
		RADIAL lit	S[ P.	S[PJIC T4-nc	
		11011 RAlllAl	O.F.	OIWNFIEUI	
		TYPICAi.	A/C	AUi COHDITIOhl:R	
		IRON ROO	5/W	SIDCWl,lJI	
		f.AON PIP£	r1#Y	ORIV[WAY	
		NAIL ,II DISI<	SCR.	SCRCOI	
		PARK E:JI-  KAI.OH  HA	CAR	CAl!AC[	
		Dlru. IIOU	ENCL	t/lCL.OSUI![	
		WEU	N.I.S.	NOT TO SCAU	
		rlRC HYDRANT	r.r.	nKNISll£D rt00R	
		UANIIOU	,.o.s.	TOP fY BANK	
		OVERHEAO UN[S	c.o.w.	EOCE Of WATCJI	
		TR.A.'tSFORMER	[ .O.P	[OGE Of PAVD IENI	
		C4SU: TV RIStll	C.V. G.	CO>ICRElE VAILCY CUTICR	
		WATER UITER	8.S.L	IIIJILDINC SE18ACK  UN£	
		POOL [OUIPl<[HT	S.I.L	SURVCJ TI[  UN[	
		OD!ICRCTE SU.B	«+.	CENTER UHE	
		,., r	,	/W	RKiHl - ·0, - WAY	
		DO	r•'l(Mf111		!J........     [.&'     W!.liil	
		
'-"'ITl1)Aca:.sSUV-	

A .[ .	""'°'°" IAUV!JOT	
Property Address:	General Notes:
1.) The Legal Description used to perform this survey was $Upplied by others.
2019 N.W. 86 Way	This survey does not determine or is not to imply ownership
Coral Springs  FLORIDA 33071	2.   )   This   $Urvey     )Y show above ground improvements.	.
'	Underground utilities, footings, or encroachments are not located on this survey map
Flood	.	.	3.) If there is a septic tank, well, or drain field on this survey, lnfonnatlon was not verified.
Information.	the location of such items was shown to us by others and the
4.) Examination of the abstract of title will have to be made to determine recorded instruments, if any, effect this prop Community Number: 120033	erty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the pl Panel Number: 12011C0165H	al
Suffix: H	5.) Wall ties are done to the face of the wan.
6 . ) Fence ownership is not determined.
Date of Finn Index: 08/18/2014	7.) Bearings referenced to Une noted B.R
Flood Zone: X	8.) Dimensions shown are platted and measured unless otherwise shown.
Base Flood Elevation:	9.) No identificationfound on property comers unless noted.
10.) Not valid unless sealed with the signing surveyors embossed seal.
Date of Field Work: 04/23/2020	11.) Boundary survey means a drawing and/or graphic representation of the $Urvey work performed in the field, cool
Date of Completion: 04/24/2020	d be drawn at a shown scale and/or not to scale
12.) Elevations if shown are based upon NGVO 1929 unless oth81Wise noted
13,) This is a BOUNDARY SURVEY unless otherwise noted.
14.) This survey is exclusive for the use of the parties to whom it Is certified. The certifications do not extend to arry u
nnamed parties.
15.) This survey shall not be used for construction/permitting purposes without written consent from the land
surveyor who has signed and sealed this survey.
Legal Description:
Lot 1, of Block UU, of RAMBLEWOOD, according to the plat thereof, as recorded in Plat Book 76, Page 49, of the public records of Broward County, FLORIDA

Printing Instructions:	Certified To:
While viewing the survey in any PDF Reader, select the File	Yaslel Trujillo and Nazlra Cejas
Drop-down and select "Print". Select a color printer, if available;	Transfer Title Services, Inc.
or at least one with 8.5" x 14" {legal) paper.	Old Republic National Tttle Insurance Company
Select ALL for Print Range, and the # of copies you would like to Home Point Flnanclal Corporation
print out.	its successors and/or assigns as their interest may appear.
Under the "Page Scaling" please make sure you have selected
"None".	Please  copy below for  policy  preparation purposes  only: Do not check the "Auto-rotate and Center" box.	This policy does not insure against loss or damage by reason of the following Check the "Choose Paper size by PDF" checkbox, then click OK exceptions: Any rights, easements. interests, or claims which may exist by reason to prinl	of, or reflected by. the following facts shown on the survey prepared by Efrain
Lo.mg_dated 04/'l4l2020 bearing Job # B-71724 :
ASPHALT DRIVEWAY LANDS IN THE EASEMENT ALONG WEST LOT LINE FENCESLANDS IN THE EASEMENT ALONG NORTH AND SOUTH LOT LINES.	

SIXTH ORDER OF BUSINESS

APPLICATION FOR PERMIT

Board of Supervisors		Permit Type
Cl
ii	

Right of Way
Surface Water Management General	
Coral Springs Improvement District				
10300 NW 11th Manor				
Coral Springs, FL 33071				

1.

2.

A,,.,blt-wood. Sovti	 	

Subdivision

Lot No.

Block No.

Section:    	

Township:	4g S	Range:	'-1\'E:.	

1

DISTRICT WORKS INVOLVED IN PROOSED CONSTRUCTION OR USE:	Cora,( vr•

:Cm.i,rov .f- br-sftrl-+	laral S12r111 s- P"'bl,'- Wo·d: s
NAME, ADDRESS, PHONE AND FAX OF OWNER' OF PROPOSED WORK OR STRUCTURE:

,.'1 -l  I

.	'SOl-	(q,r.4) 3/i- <34gQ	

5.	, ..	............., , , ,...,......... , "" ...,, .. , , ............ , OTHER THAN OWNER {If any):
d_.	{'1 4) Bl-4 -	4 0
'320

AREA PROPOSED TO BE SERVED:	(Give   property   description    sufficient   for    identification,

la 
Zf.l

ra-l "b<vfl o.,t { •	PL    '"3 D11

This application, including sketches,  drawings or  plans and specifications attached, contains a full and complete description of the work proposed or use desired of the  above  described facilities of  the  District and for  which permit is herewith applied. It  shall be part of any permit that may be issued.  It  is agreed that all work or the use of  the District's facilities involved will be in accordance with the permit to be granted and with the Permit Criteria Manual heretofore adopted by the District, which have been examined and are understood by the applicant and as the  same may be hereafter from time to time amended, changed or revised and which (it  is further understood) shall be incorporated in reference as a part of any permit which may be granted.

28

Standard Conditions ARE AS FOLLOWS:

In the  event the DISTRICT wishes to obtain the ingress or egress to its property, easement or right of way affected by the permit issued pursuant to this application for any lawful District purpose, including but not limited to maintenance of any lake, canal or  related  water management infrastructure, the removal, demolition and reconstruction, if any, of the proposed work or structure permitted hereunder shall be at the sole expense of the owner or the owner's successors or assigns.
Permittee, by acceptance of the permit, covenants and agrees that the DISTRICT, District Managers, district consultants and its successors shall be promptly indemnified, defended, protected, exonerated, and saved harmless by the Permittee from and against all expenses, liabilities, claims, demands, and proceedings incurred by or imposed on said District in connection with any claim, proceeding, demand, administrative hearing, suit, appellate proceeding, or other activity; including unfounded or "nuisance" claims, in which the District may become involved, or any settlement thereof, arising out of any operations under this permit, including use of canal water for irrigation purposes, damage to landscaping, paint damage to automobiles, buildings, or other structures, and any property damage or personal injuries, fatal or non-fatal, of any kind or character.
Permittee agrees that no debris will be placed into the waterways of the District.

For this purpose the Permittee has submitted a check in the amount of Two-Thousand Five Hundred Dollars ($2,500.00) which Permittee agrees to forfeit if debris is found to have been placed into the District's waterways; said determination to  be at the  sole  discretion  of  the District and is acknowledged by Permittee to represent both actual and punitive damages for violating the provisions of this permit and, further, the provisions of  Chapter  298,  Florida Statutes.
If construction of the facilities called for in this permit have not been completed, an additional Two Thousand Five Hundred Dollars ($2,500.00) will be submitted by Permittee to cover future occurrences of discharging builder debris into the District's waterways.
Applicant agrees to  maintain the system in accordance with permit documents and to  recertify the function, condition and operation of the system according to  the  District's schedule and submit "Storm water Inspection Reports" and shall comply with all re-inspection procedures required under the District's policies.
Applicant agrees to maintain adjacent canal/lake banks in accordance with the specified cross section, maintain permitted vegetation to the water's edge and keep the  canal and canal bank free and clear of trash and debris.
Permittee agrees to correct any shoaling or erosion of district facilities resulting from the installation or operation of components authorized by the permit .
Applicant agrees to remove (and process permits for tree removal through the City of Coral Springs) any landscaping from adjacent canal rights of way other than grass or approved ground cover. The removal, mitigation, and permitting shall be at the applicant's own cost.
Abide by the terms and conditions of the permit.

To maintain works or structures in a good and safe condition.

29

To allow inspection at any time by the District of any works or structure established by permit upon notification.
Prevent the discharge of debris and/or aquatic weeds into any District works.

To maintain the water quality of all waters discharging into District works.

To conform with any alterations of or amendments to this manual, or those imposed by the DEP, SFWMD or EPA that may be deemed necessary by the District.
To make any immediate changes or repairs as requested by District personnel to insure the safe operation of the District's waterways during storm events.
Restore existing lake/canal banks to the design cross section of 4 Horizontal: 1 Vertical to 2 ft.
below the control elevation.

Upon completion of the construction specified in the permit, the applicant shall submit to the District 3 as-built surveys and electronic media certified by a professional engineer, in a format generally compatible with the requirements of other storm water management jurisdictions.
Acknowledges that failure to maintain the system, comply with re-certification requirements, or performing construction with District authorization may result in the restriction or elimination of storm water discharges to District facilities.
No beneficial use of the property is allowed until the Coral Springs Improvement District has accepted the engineer's storm water management certification and released the project.
SPECIAL CONDITIONS WILL BE ADDED WHEN APPLICABLE:

Submitted
this	z-z"J

day
of

, 20
QeG./ Zo?,,O

Company and/or Owner:	lu4/f

By: Name

 M"i°"tii.<2.\	l "C.0"	

BOARD	OF	SUPERVISORS
Reviewed and approved by Board meeting held

30

Title:	co Jee..\	f"-';"  :e.\

ALTA/ NSPS LAND TITLE SURVEY		
BOUNDARY AND TOPOGRAPHIC SURVEY		
CORAL SQUARE MALL
9469 W. ATLANTIC BOULEVARD, CORAL SPRINGS, FLORIDA SECTION 34, TOWNSHIP 48 SOUTH, RANGE 41 EAST BROWARD COUNTY, FLORIDA	

..I
:::)
"z'	
	0	
	u	

:...--1·,	-:	·
r-	., . ,  ..-...-:.·-"-
i  -	""  1.  - 1a •	-
.   -__ ;'  1·• !i.}'1"!   1'11,-,-.:.,
..<,\	SURVEY
,lls,_'-.      fl·	LOCAllON
,, ..":, ,
,q
....., ';"; ·
.,  ·
-- ,   ..  -1'	'	• ":   _
._ta._
'
,.

, ,t.,:."'
. ...
-
,.<-•
" L!,,
')	'•,
f ,
,.	<R.
.	t	',.-,.

:,	

··•  -   "· -   :;r,I

' "'t'"'   ."".,	•  .	• -.:c.'-:.",' .\,I,•',.•r t      I
,-;;.
-	...	·' •  -	"'   -	f
-k '	,l.,.. .. ­   l
. -"	\Ii ,'..i'
.A ­
'  .,._ '-'
\.>;;;;	·'
I
:.!"     tf.·.
-'!ip'- ::;"I!- '
',:.ii.: :. '	t.- )' -A: 1 --
.fHf?itM;;.	--,   .- .•·
. -:· _-
J - 1/  -·	.
..;.,i.,,	', !•,	.,_("
-  --_- ,.i !!!,;.;,:l..	 -   ·  ;#1!	I   '	"\'"]        7•J1:iiL
,	•  •,Tc•_ •rj,,!'  ·' •h,    •       Ii."; "-.',,	4':   , ,.I:., ii,,r-!,::,;.,_ '_"'71
   1 r-.	I   .	l'	,.-	.f'   - l l-lf...r, it'!
'  "   •   • •• I, ;,  -!4 / .;-
=,      -       ·  ./       '    ;J".	:
<· - •• \-    •	-    _.	f-.:	.J  ·....,.	'! '
'-"'"- "
'1-\p' 1 ,.rg -•!!	. '	,. .".."·r·,· ,..!ei	- " 	,-
If	-	i"	:,.
...:.,,  ,I(       •  '	'•
, ,...,    I'	ir	,-	.,

'  ·1,1.,,.:,·.	I'·',-  ·e· 1	1 I	-J r-	. ,-	ii·
----.:	'	I \', 'I	'./_"--.	<• '
-     "-hi. '.'1."i.t,, ...·
, , .,
-	, .         . . ,,..,_
'•  :,'',,f{,Jfl..'>

§£i'i 'j
.·,·".',;'•j,·'          :.t
.	..
..	',1.,l \
VICINITY MAP
NOTTO SCALE		
SURVEYOR'S NOTES:
THIS IS A BOUNDARY ANO TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. SAID SURVEY MEETS THE "STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.

THE TOPOGRAPHIC INFORMATION IS BASED UPON A GROUND SURVEY PERFORMED IN APRIL, 2017.

THE BOUNDARY SURVEY SHOWN HEREON WAS PREPARED UTILIZING THE DESCRIPTION FOR THE ADDRESS PROVIDED BY THE CLIENT.

THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM 1983, 2011 ADJUSTMENT, FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE. THIS REFERENCE WAS ESTABLISHED BY USING TOPCON GR5 RECEIVERS WITH THE TRIMBLE VIRTUAL REFERENCE NETWORK. POINTS 50 ANO  51  AS DESIGN ATED ON  SOUTH FLORIDA WATER MANAGENT  DISTRICT  AS-BUILT  SURVEY  FOR  CANAL 14  HAVE BEEN  LOCATED  AS  A  CHECK  FOR THIS BASIS OF BEARINGS. THE  OBSERVED  CHORD  BEARING  OF SOUTH  85'39'24"  EAST FOR  THE  SOUTHERLY  RIGHT OF WAY LINE OF RAMBLEWOOD DRIVE WAS USED AS A BASIS OF BEARINGS FOR THIS SURVEY.

THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGl/029) AND ARE BASED UPON THE FOLLOWING BROWARD COUNTY BENCHMARKS:

"BM#2306", BRASS DISK LOCATED IN  THE SOUTH  ENO  OF PARAPET OF  THE  WESTBOUND  LANE  SPAN  OF BRIDGE  OF C-1 CANAL ON ATLANTIC BOULEVARD; ELEVATION ::: 14.466' (NGVD '29)

"BM#2312", PK NAIL SET IN THE SOUTHEAST CURB OF Tl-IE INTERSECTION OF NORTHWEST 7TH STREET AND RAMBLEWOOO DRIVE.; ELEVATION = 10.680' (NGVD '29}
THIS SURVEY WAS PERFORMED UTILIZING G.P.S.-R.T.K. PROCEDURES ANO TRADITIONAL SURVEY PROCEDURES WITH REDUNDANT MEASUREMENTS, AND HAS A HORIZONTAL AND VERTICAL POSITIONAL TOLERANCE OF 0.10 FEET.

ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF AND ARE CALCULATED UNLESS OTI--IERWISE NOTED.

B. THE LANDS BOUND BY Tl-llS SURVEY ARE LOCATED   WITHIN   AN AREA HAVING   A FLOOD ZONE DESIGNATION   "X" (OTHER FLOOD AREAS) BY THE FEDERAL MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP NUMBER 12011C0355H, DATED   AUGUST 18,   2014,   WHICH IS THE CURRENT FLOOD   INSURANCE   RATE MAP FOR   THE COMMUNITY THIS PARCEL IS SITUATED IN.

THE EXPECTED USE OF THE LAND BOUND BY THIS SURVEY, AS CLASSIFIED IN THE "STANDARDS OF PRACTICE" IS "COMMERCIAL" WITH   THE MINIMUM   LINEAR CLOSURE FOR   THIS TYPE OF BOUNDARY SURVEY TO BE 1 FOOT IN 10,000 FEET (1:10,000). THE ACCURACY OBTAINED BY MEASUREMENT, OBSERVATION AND CALCULATION OF THE CLOSED GEOMETRIC FIGURE FOR THIS SURVEY WAS DETERMINED TO MEET SAID REQUIREMENT.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.

ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES  IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

ALL MATTERS SHOWN ON RECORDED PLATS PROVIDED TO THE SURVEYOR ARE SHO'NN ON THE SURVEY.

THERE IS NO OBSERVABLE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS.

THERE IS NO OBSERVABLE EVIDENCE OF THE SITE BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL.

UNDERGOUND UTILITIES DESIGNATED BY GROUNDHOUND, INC. USING LEVEL "B" STANDARDS ARE SHOWN AS LOCATED BY BOWMAN CONSULTING GROUP.

THE SUBJECT PARCEL WAS NOT INSPECTED BY AN ENVIRONMENTAL CONSULTANT FOR THE EXISTENCE OR
NON-EXISTENCE OF ENVIRONMENTALLY SPECIES AND/OR LANDS, WETLANDS OR OTHER ENVIRONMENTAL   CONCERNS AT THE TIME OF THIS SURVEY.

THERE IS NO OBSERVABLE Ev'IDENCE OF CHANGES IN STREET RIGHT OF WAY LINES.		
		TITLE COMMITMENT:			
				B  OM	OE BJ
a•.      .(.1.).	,M,----    ,,----       U'      0. .
:J·-	-.::tOJOl::)
o  ,,	OJ.5;:e
(9	Mt-;-   §CD
g1 M	-
-- co -N o=::
.:!:	,.N-u::)
:::J	c:u..r--N    i::;Ul
ti)       co     • r--   I'-	co C:
§ ffi-t::-E8
O 0.3 X	c:
c::    w(f)oro I om
(lj(/)	..c::u.	0
E	-	a_	O
o	ro
M	@)

ifJ	<(
0	0

>-	p.,
ifJ
Cl:'.	i
i7l
u5:	0
u
ffi	-
0	--<
15	>
I-	1----, µ;-1
0	o,....., 	i
>-	rl'\	0
Cl:'.    V    .l	o::i
si3	u
0	Z	>-
co 0	--<	!z:
<(u	.....i	:::J
I-	E-<	0
..J	--<	u
<(	•	0

0\	s
'-0	0
-.:t	Cl:'.
0\	co	
		FIDELITY NATIONAL TITLE INSURANCE COMPANY			
		COMMITMENT NUMBER: 17-55788			
		EFFECTIVE DATE: APRIL 20, 2017			
		
SCHEDULE B - PART II			
		ITEMS 1- 6 ARE STANDARD EXCEPTIONS - NO COMMENT			
		7.   EASEMENTS AND ALL OTHER MATTERS AS RESERVED ON THAT  CERTAIN PLAT OF SUBDIVISION RECORDED IN PLAT BOOK 78, PAGE 19, OF			
		THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. (AFFECTS AS SHOWN)			
		8.      EASEMENT BETWEEN FLORIDA NATIONAL PROPERTIES, INC., A FLORIDA CORPORATION ANO CORAL RIDGE PROPERTIES, INC., A DELAWARE			
		CORPORATION DATED OCTOBER 2, 1975, AND RECORDED OCTOBER 7, 1975, IN OFFICIAL RECORD BOOK 6358, PAGE 769  , OF THE PUBLIC			
		RECORDS OF BROWARD COUNTY, FLORIDA, SAID EXCEPTION IS LIMITED TO "DRAINAGE EASEMENT #3 PARCEL "H", RAMBLEWOOD SOUTH,			
		DRAINAGE EASEMENT #4 PARCEL "H", RAMBLEWOOD SOUTH, DRAINAGE EASEMENT #5 PARCEL "H", RAMBLEWOOD SOUTH, DRAINAGE EASEMENT			
		#6 PARCEL "H", RAMBLEWOOD SOUTH ANO DRAINAGE EASEMENT #7 PARCEL "H", RAMBLEWOOD SOUTH " ONLY, AS DEFINED IN THE ABOVE			
		INSTRUMENT. (DRAINAGE EASEMENT #1 PARCEL "H", RAMBLEWOOD SOUTH AND DRAINAGE EASEMENT #2 PARCEL "H", RAMBLEWOOD SOUTH DO			
		NOT APPLY TO THE SUBJECT PROPERTY) ABOVE  EASEMENT IS AFFECTED BY THAT  CERTAIN RELEASE OF DRAINAGE EASEMENT RECORDED IN			
		OFFICIAL RECORDS BOOK 10615, PAGE 561, OF THE PUBLIC RECORDS OF  BROWARD COUNTY, FLORIDA. (AFFECTS, RELEASE OF EASEMENTS)			
		9.      RESTRICTIONS, COVENANTS, CONDITIONS AND EASEMENTS AS CONTAINED IN DECLARATION OF RESTRICTIONS AND PROTECTIVE COVENANTS			
		FOR PARCEL "I" AND A PORTION OF PARCEL  "H" RAMBLEWOOD SOUTH, BY AND BETWEEN FLORIDA NATIONAL PROPERTIES, INC., A FLORIDA			
		CORPORATION, DECLARANT, AND CORAL SQUARE ASSOCIATES, AN OHIO GENERAL PARTNERSHIP, DATED SEPTEMBER 30, 1981  AND RECORDED			
		OCTOBER 11, 1981 IN OFFICIAL RECORD BOOK 9840, PAGE 849 ; WHICH HAVE BEEN MODIFIED OR AMENDED BY AMENDMENT TO DECLARATION			
		OF RESTRICTIONS AND PROTECTIVE COVENANTS FOR PARCEL "I" ANO A PORTION OF PARCEL "H", RAMBLEWOOD SOUTH, BY AND BETWEEN			
		FLORIDA NATIONAL PROPERTIES, INC., A FLORIDA CORPORATION, DECLARANT, AND CORAL SQUARE ASSOCIATES, AN OHIO GENERAL PARTNERSHIP,			
		DATED JULY 8, 1983 AND RECORDED IN OFFICIAL RECORD BOOK 10994, PAGE 710, AND SECOND AMENDMENT TO THE DECLARATION OF			
		RESTRICTIONS AND PROTECTIVE COVENANTS FOR PARCEL "l " ANO A PORTION OF PARCEL "H" RAMBLEWOOD SOUTH, BY WCI COMMUNITIES LIMITED			
		PARTNERSHIP, A DELAWARE LIMITED PARTNERSHIP, SUCCESSOR-BY-MERGER OF FLORIDA NATIONAL PROPERTIES, INC., A FLORIDA CORPORATION			
		CDECLARANr), DATED OCTOBER 11, 1996 AND RECORDED  DECEMBER  17,  1996 IN OFflCIAL  RECORD BOOK  25536, PAGE  763  ,  ALL OF THE			
		PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. (AFFECTS SUBJECT PROPERTY, NOT PLOTTABLE)			
		10.     EASEMENT FROM CORAL-FSR ASSOCIATES, A FLORIDA GENERAL PARTNERSHIP TO FLORIDA POWER & LIGHT COMPANY, DATED FEBRUARY 18,			
		1983 AND RECORDED IN OFFICIAL RECORD BOOK 10749, PAGE 265, AS PARTIALLY RELEASED BY PARTIAL RELEASE OF EASEMENT BY FLORIDA			
		POWER & LIGHT COMPANY, DATED DECEMBER 15, 1989 AND RECORDED DECEMBER 15, 1989 IN OFFICIAL RECORD BOOK 17010, PAGE 622, BOTH			
		OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. (AFFECTS AS SHOWN)			
		11.     CANAL EASEMENT BY AND BETWEEN CORAL SQUARE ASSOCIATES, AN OHIO GENERAL PARTNERSHIP, OWNER, AND CORAL SPRINGS			
		IMPROVEMENT DISTRICT, A PUBLIC CORPORATION, GRANTEE, DATED JANUARY 18, 1983 AND RECORDED APRIL 13, 1983 IN OFFICIAL RECORD			
		BOOK 10788, PAGE 901 , OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. (AFFECTS AS SHOWN)			
		12.     AGREEMENT BY AND BETWEEN CORAL SQUARE ASSOCIATES, AN OHIO GENERAL PARTNERSHIP, DEVELOPER, AND THE CITY OF CORAL			
		SPRINGS, FLORIDA, THE CITY, DATED AUGUST 19, 1981 AND RECORDED SEPTEMBER 22, 1981 IN OFFICIAL RECORD BOOK 11153, PAGE 207, OF			
		THE PUBLIC RECORDS OF  BROWARD COUNTY, FLORIDA. (NOT A SURVEY MATTER)			
		13.     EASEMENT AGREEMENT CONTAINED IN SPECIAL WARRANTY DEED BY AND BETWEEN CORAL-CS/LTD., ASSOCIATES, A FLORIDA GENERAL			
		PARTNERSHIP, GRANTOR, AND FEDERATED DEPARTMENT STORES, INC., A DELAWARE CORPORATION, GRANTEE, DATED NOVEMBER 16, 1983 AND			
		RECORDED DECEMBER 28, 1983 IN OFFICIAL RECORD BOOK 11368, PAGE 30, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.			
		(DOES NOT AFFECT. FALLS SOUTH OF SUBJECT PROPERTY)			
		14.     EASEMENT AGREEMENT CONTAINED IN SPECIAL WARRANTY DEED BY AND BETWEEN CORAL-CS/LTD., ASSOCIATES, A FLORIDA GENERAL			
		PARTNERSHIP, GRANTOR, AND ASSOCIATED DRY GOODS CORPORATION, A VIRGINIA CORPORATION, GRANTEE, DATED NOVEMBER 16, 1983 AND			
		RECORDED DECEMBER 28, 1983 IN OFFICIAL RECORD BOOK 11368, PAGE 38, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.			
		(DOES NOT AFFECT, FALLS SOUTH OF SUBJECT PROPERTY)			
		15.     CORAL SQUARE EASEMENT AND OPERATING AGREEMENT, BY ANO AMONG FEDERATED DEPARTMENT STORES, INC., A DELAWARE			
		CORPORATION, FEDERATED, ASSOCIATED DRY GOODS, A VIRGINIA CORPORATION, ASSOCIATED, AND CORAL-CS/LTD., ASSOCIATES, A FLORIDA			
		GENERAL PARTNERSHIP, DEVELOPER, DATED NOVEMBER 28, 1983 AND RECORDED DECEMBER 28, 1983 IN OFFICIAL RECORD BOOK 11368, PAGE			
		45; AS AFFECTED BY CORAL SQUARE AMENDED AND RESTATED EASEMENT AND OPERATING AGREEMENT BY AND AMONG FEDERATED			
		DEPARTMENT STORES, INC., A DELAWARE CORPORATION, FEDERATED, ASSOCIATED DRY GOODS, A VIRGINIA CORPORATION, ASSOCIATED, ALSTORES			
			
INDEX OF SHEETS:
SHEET V-1	COVER SHEET
SHEET V-2	BOUNDARY SURVEY
SHEET V-3	TOPOGRAPHIC SURVEY
NOT VALID WITHOUT ALL SHEETS LISTED IN INDEX		
		REALTY CORPORATION, A DELAWARE CORPORATION, ALSTORES, AND CORAL-CS/LTD ASSOCIATES, A FLORIDA GENERAL PARTNERSHIP,
DEVELOPER, DATED MAY 29, 1985 AND RECORDED JUNE 19, 1985 IN OFFICIAL RECORD BOOK 12621, PAGE   485   ,   AS   AFFECTED   BY CORAL SQUARE SECOND AMENDED AND RESTATED OPERATING AGREEMENT BY  AND AMONG BURDINE'S REAL ESTATE INC. , A DELAWARE CORPORATION,
FEDERATED, ASSOCIATED ORY GOODS  CORPORATION, A VIRGINIA CORPORATION, ASSOCIATED, ALLIED STORES GENERAL REAL ESTATE COMPANY, A		PROJECT NO.
10501-01-001	
					
		DELAWARE CORPORATION, ASGRC,1VIAAS, INC., A DELAWARE CORPORATION, MASS, SEARS ROEBUCK AND CO., A NEW YORK CORPORATION,			
		SEARS, AND CORAL-CS/LTD. ASSOCIATES, A FLORIDA GENERAL PARTNERSHIP, DEVELOPER, RECORDED OCTOBER 27, 1989 IN OFFICIAL RECORD			
		BOOK 16880, PAGE 230, ALL OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. (AFFECTS, BLANKET IN NATURE)			
		16.     NON-EXCLUSIVE EASEMENT AS CONTAINED IN SECTION 4 C OF COVENANTS, CONDITIONS AND RESTRICTIONS AGREEMENT OUTLOT - 2.14AC.			
		CORAL SQUARE, BY AND BET'h£EN CORAL-CS/LTD. ASSOCIATES, A FLORIDA GENERAL PARTNERSHIP, DEVELOPER AND PRINCE-BUSH			
		INVESTMENTS-RESTAURANTS, A FLORIDA GENERAL PARTNERSHIP, OWNER, DATED FEBRUARY 2, 2000 AND RECORDED FEBRUARY 8, 2000, IN			
		OFFICIAL RECORD BOOK 30243, PAGE 1610 , OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. (AS TO THE  RING  ROAD AND  ENTRANCE			
		DRIVES ONLY} (AFFECTS, BLANKET IN NATURE)			
		17.     NON-EXCLUSIVE  ACCESS EASEMENT AS CONTAINED IN ACCESS EASEMENT BY AND BETWEEN CORAL-CS/LTD. ASSOCIATES, A FLORIDA	SURVEYOR'S CERTIFICATION:
TO:

THIS IS TO CERTIFY THAT THIS MAP  OR  PLAT  AND  THE  SURVEY  ON  WHICH  IT IS BASED  'M:RE  MADE  IN  ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND  ADOPTED  BY  ALTA  AND  NSPS,  AND  INCLUDES  ITEMS  1,   2,   3,   4,   5,   6(b),  7(o)(b)(1),  8,  11,  13,  16  AND  17   OF TABLE A THEREOF.

PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA ANO NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENTATION AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/NSPS LAND TITLE SURVEYS."

ALSO

I FURTHER CERTIFY, TO THE BEST OF MY KNOWI..EDGE AND BELIEF, THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY SHO'NN HEREON WAS PREPARED IN     ACCORDANCE WITH THE "STANDARDS OF PRACTICEn FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA   AS SET FORTH BY THE FLORIDA     BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17,  FLORIDA   ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA    STATUTES.

 	APRIL 26, 2017	
RICHARD E. BARNES,  JR.	DATE OF LAST FIELDWORK

FLORIDA SURVEYOR AND MAPPER REGISTRATION No. 5173
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. BOWMAN CONSULTING GROUP, LTD., INC.
FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 8030 (LB 8030 = LICENSED BUSINESS NUMBER 8030)		
		GENERAL PARTNERSHIP, GRANTOR AND PRINCE-BUSH INVESTMENTS- RESTAURANTS, A FLORIDA GENERAL PARTNERSHIP, GRANTEE, DATED			
					
		JANUARY 21, 2000 AND RECORDED FEBRUARY 8, 2000 IN OFFICIAL RECORD BOOK 30243, PAGE 1641, OF THE PUBLIC RECORDS OF BROWARD			
		COUNTY, FLORIDA. (AS TO THE RING ROAD AND ENTRANCE DRIVES ONLY) (DOES NOT AFFECT, FALLS SOUTH OF SUBJECT PARCEL)			
				REVISIONS	
	LEGAL DESCRIPTION: (PER TITLE COMMITMENT)	18.     NOTICE OF ESTABLISHMENT OF THE CORAL SPRINGS IMPROVEMENT DISTRICT, FOR TAXATION AUTHORITY FOR TAXES AND/OR ASSESSMENTS, RECORDED MAY 5, 2000 IN OFFICIAL RECORD BOOK 30479, PAGE 1824, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.			

	AS LESSOR, AND AMERICAN MULTI-CINEMA, INC., AS LESSEE, AS EVIDENCED BY THAT MEMORANDUM OF LEASE DATED	--===,.,,_, AND
A LEASEHOLD ESTATE CREATED BY THAT CERTAIN LEASE BY AND  BETWEEN CORAL CS/LTD ASSOCIATES, A FLORIDA GENERAL PARTNERSHIP,	(NO SURVEY COMMENT)				
						
	RECORDED	AS INSTRUMENT NO.	OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, DEMISING A	19.  INTENTIONALLY DELETED.				
						
	PORTION OF THE FOLLOWING DESCRIBED LAND:	20.	INTENTIONALLY DELETED.				

	A PORTION OF PARCEL "H" ACCORDING TO THE PLAT OF RAMBLEWOOD SOUTH AS RECORDED IN PLAT BOOK 78, PAGE 19 OF THE BROWARD
COUNTY, FLORIDA PUBLIC RECORDS LYING IN THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 48 SOUTH, RANGE 41 EAST, BROWARD	21.       INTENTIONALLY DELETED.				
						
	COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS;	22.  LEASE BY AND BETWEEN CORAL CS/LTD ASSOCIATES, A FLORIDA GENERAL PARTNERSHIP, AS LESSOR, AND AMERICAN MULTI-CINEMA, INC.,				
						
	BEGINNING   AT THE NORTHEAST CORNER   OF THE SEARS, ROEBUCK   AND COMPANY   TRACT AS DESCRIBED   IN OFFICIAL RECORDS BOOK 16880, PAGE 224 OF SAID PUBLIC RECORDS OF BROWARD COUNTY SAID POINT BEING ON THE SOUTHERLY RIGHT OF WAY LINE OF RAMBLEWOOD DRIVE	AS LESSEE, AS EVIDENCED BY THAT MEMORANDUM OF LEASE DATED	, TO BE RECORDED IN  THE PUBLIC RECORDS OF BROWARD
COUNTY, FLORIDA. (NO SURVEY COMMENT)				
						
	AS RECORDED IN OFFICIAL RECORDS BOOK 4947, PAGE 720, 721 AND 722 OF SAID BROWARD COUNTY PUBLIC RECORDS; THENCE,
SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY ALONG A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 11,499.16 FEET, A CENTRAL ANGLE OF 02"14'41", A CHORD BEARING AND   DISTANCE   OF SOUTH   55·39•24"   EAST,   450.47   AND   AN   ARC LENGTH   OF   450.49 FEET TO THE WEST LINE OF   A PARCEL OF LAND   AS DESCRIBED IN INSTRUMENT NUMBER   113773678   OF SAID BROWARD   COUNTY PUBLIC RECORDS; THENCE, SOUTH 08"45'11" EAST ALONG SAID WEST LINE A DISTANCE OF 636.98 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 225.00 FEET, A CENTRAL ANGLE OF 2318"51" ANO A CHORD BEARING AND DISTANCE OF SOUTH 19'42"41"
EAST, 90.92 FEET; THENCE, CONTINUING ALONG SAID WEST LINE AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 91.55	23.   NOTE: THE FOLLOWING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY: NOTICE OF LIEN PROHIBITION IN LEASE, DATED JULY 5, 1990 AND RECORDED JULY 25, 1990 IN OFFICIAL RECORD BOOK 17616, PAGE 403, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.
(NO SURVEY COMMENT)				
				DATE	DESCRIPTION	
				
PG. 63-72
F.B.	PCS
DRAWN	REB CHKD	
				SCALE:	N/A		
	FEET; THENCE, NORTH 45-00"00" WEST A DISTANCE OF 357.35 FEET TO THE SOUTHEASTERLY CORNER OF SAID SEARS, ROEBUCK AND						
	COMPANY TRACT; THENCE, NORTH 45"00'00" WEST ALONG THE EASTERLY LINE OF SAID TRACT A DISTANCE OF 470.65 FEET TO A						
				JOB No, 10501---01---001	
	NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 831.41 FEET, A CENTRAL ANGLE OF 1119'17", ANO A CHORD BEARING ANO				
	DISTANCE OF NORTH 03-02'33" EAST, 164.02 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE  OF 164.29 TO THE				
				DATE:	5/22/2017	
	POINT OF BEGINNING.				
				FILE: 10501	01 ---001.DWG	
				SHEET V-1	

OF 3

'	\	\
I

--- -	---	-  - -	---	----- --- -----  -¥ -   ---- --  -1---- --- _L 	   ---------	-   ---	-  ----
---	-- -- -- -- -- \ -I --  -   -- -\•-I  t--- I I-	 	_ _  _ _   _ _ _       	_ _	-  -	---	- --	- --
\	\	- - - - -	- - -  - - --  - - - -  - - - -  - - - -  - - - -  - - - -	-
CENlfRLIN[ OF RAMBLEWOOD DRIV	R= 11499· 16 '	RAMBLEWOOD DRIVE
----	_	_  _	_  _	_  _	_E _	_   _	LJ.=  02   / 4 '4  1",	80  '    PUBLIC RI GHT-    OF-  WAY
----	'	-  -	-CH&=-4§0...4.L  _	_ _	-    -	-  -	-  -	O.  R. B.   4947 ,      PG.  720-722
HB 585''58''57'r
----------	FI R	FI P	v,	=	c::.	-    -	-    -	-    -	- -	-    -	-    -	-    -	-    -        -      -    -
-   -   -   -	-	- - -	- -.-   - -	 		CHB=S85"39'24"£(0)	-    --
-   -    -   -    -   -    -      FIRj   l	---\---	SOUTHERLY RIGHT OF WAY LINE	L-450.49'	SET 5/ 8 " I RC
: b	- \ -	--	J	_	-   \."B-OW MAN   CG	 ---------  ---  --- --- --- --
L B 8030 "
POINT OF BE INNING \
SE NOR THE  ST CORN ER      \	\	ENTS  VACATING	UTILITY  EASEMENT	I	-   -/-/ t-	-      -      -     -      -     -      -     -	\\\\\ 	I
ARS.     R :f 1EBUCK   AND	/
CO M   ANY  TRACT	\	EA  ARE  INCLUDED  IN	PER  P.8.  78, PG.  19	l
O.  R. B.  1 6 88 ,0     PG. 2 2 4	\	LE  COMMITMENT	( TITLE EXCEPTION #7)	\	/	/	:  '
I  R=831.41'	I	I
,	/J= 11'19' 17"	\	I	I	\	\ \
/c HD= / 6 4. 02 '	CANAL EASEMENT	\	/	/	'
CHEf=N02°43'01"E	PER O.R.B. 10788, PG. 901	J     /	-	-	--	-	.	-..-
/	L=/64.29'	'\	I	/	---	-------	-	---     --- ''	'	''	-   '---	- - - - -- - -- - - ----	-
CHfl= N03 '02 '33"£{0 )	(TITLE EXCEPTION #11)	\	/	/
,   '	I	I	---------, --,	---  ----,	-	_\_	AMBLE WOOD DR; V f:' 	,-,-
I '	'	I	I	-----	--	R=50.00      ,, 	I
I
SEARS ROEBUCK CO	'	I
PARCEL ID: 484127036265	I	I	\	II  II	L-l	'	I
O.R.B. 16880, PG. 224	I	FNL	I	I
PARCEL "I"	I'	-	\	I	I	I	1
RAMBLEWOOD SOUTH	I	I	I	S00"44_'3B"W
PLAT BOOK 78, PAGE 19	SUBJECT PARCEL	11. 0 00	I
II'	\	7.\)\l	\	CORAL- CS/L TD  ASSOC	\ ,cg	I	I	35  OAK  US  5 INC
'	"IP!	I	PARCEL ID: 484127036261	\	I	I	INSTRUMENT NO. 113773678	I' '
PARCEL ID: 484127036250
I	I	I ', i	i	RAMBLEWOOD SOUTH	\ \	PARCEL "H"	' I :
I	"I	\	\	PARCEL "H"
:I	I	I I	',,,,.\	\  \	PLAT  BOOK  78,  PAGE  19	I	I    I	PLAT  BOOK  78, PAGE  19	N 	I
RAMBLEWOOD SOUTH
4.65  ACRES±	I	I    I	I, 	I
202,607 SQ.Fl ±
-- - -	I	:	,	\	\,	I	I	I I :
I	I
-	--	--	:I	I	,	\  ,,	\	I  h:::S a	I	I	L	I 	I
I	I	\ '"	\	"' :,.,	,	I	,
co	I	I
--1-.........	-  -  -  / I	/	\	'	\	'I'<) <'2Q	I II 	I
I	I
- -  -	-  -  -	~t-	-  -	I	\	"	\	\ . "'"'	I	I
I	-   -,-	-,- 	L-,	i	i	•U.I•"'	I I   I  I	R-   22  3&      .   I 	I
, 1.0	I  I	I	I
I	----	----	\	'	\
\	-	-	1 ....	I	L;   976.  8, 7'   I I,  I
'	I	-r-1 ,'	---	I	'	I	-\--'q-- ,.	I \
\	L=l 25 TXJ	I	I	I
,	I ,	/	I / /\    \   '	-    _- - --...-. -..... -   --	\    --....  -i-"'o  .'	\	?  cg	\	\	,./ ' '•	II '  '  I '
/	I    I  '	I	---	I	-  -  Q '2,;.   ' '	I	\	U)	I	u	:/,
V,	\	\ -
I	/	'	/,;
/
/	I    1/	\  \	\;   -	-   -..... .........{;  -fi"-\•-  -..... .........	0	I	/      /	/      /	,	/(1  ',1	P A RENT   TRACT	"H"	/	/
/	I	/)	'	I	I	I	·= "'·<=l'r,;-"\	-   -	-	N-	\	/      /	/      /	/  /    'f1t'f!	' " "  000 S OOS	,	•
/	/	,1	0/_0 ;/	OF  PA RCEL	/	/
/	/	I	I	\	\	\	"0	\ '	-	.,	I	/	/
I	I	I	I	\	I	I ',	-  -	-  -  - -  -  -	-  -	/	/	;{,	j '	RAMB L EW 7 8   PAGE 19	/	,'
a• =.	/	/
/	/.-.	I	1	, ,I I , 1	,'
I	/	/
/	/
I,'	,	I(    I1	)	/	I  1	\ 1     "  ,	I    ----- -- ----.    _ --	\
I    I	I	I	I	I	',	-	-.  -   -	-   -	-   -	I	/
0:	I	I	I     I	I	I	\	\	'	---	---	\	,,	, I ,  I  I	,,j<i/•S<fJ·I,  I
II          S:!	/ I    I	I	I	\	\	'	----	----	'
t I      !(/.l:.Q;::-.,	I	/	I    I	L _j	SEARS  ROEBUCK  co	\	\	''   ',,,.	SOUTHEAST  CORNER	-	-..... -   -.._ ......... -...t..1  -  -	-	,	,  I	•  ,
/	Q   1./J	I	I	I     I	O.R.B. 16880,  PG.  224	\	\	,	SEARS   ROEBUCK   AND	, -	.........  --....	j <041/{,
PARCEL ID:484127036265	-.	/
I  /  <f.-'.   /.:.	1	!	PARCEL  "H"	\	\	'-	COMPANY  TRACT	FP&L  EASEMENT	\	""?	/
I	}	RAMBLEWOOD  SOUTH	\	\	""'	SET NAIL & DISK	PER  0.R.8.  10749, PG.     622	/      /     /	'/,:	, ?r,..
/	!1JS (j ;	;'	/	PLAT BOOK  78, PAGE  19	\	,	"B OWMAN  CG	(TITLE EXCEP   TOI N   #1 0 )	l	/	/	: ,I I	I	, ,	j·',•I  1
!f .:,._ , ;	It	\	\	\ 1   !	I	1'	• '/
1	1	f  /	\	\	L B  8060"	I	/	/
, /  o   ;;:;, t  :!l	II	1   1	1	1	/	,	v	1	I	.   , 4' 	I
/	ft i"i::j-'-l "i.!'_ c:,•	I	'-	\          /	I:,;I	:	, f,   ,l ;,
®
I	CQ  J!,{I	I	I    I	/   '	',	\	\	//	'-,	I     \;
/	0	-e.-	1	)	/	/	\	\	,	;         ,   \	- ------J'  I---:-----..IJ---t-  :0 -5 "',26·23,	I,  I/      :;'	//
I	I	I     I	,/       "-.zN&D	I	I	/	'	/  I    /
--..;;	..,, -	------..1 ------
/   re:!  /2:_ §  c.,I	;'	/  /	./	/ /'	',	I   \	)/   \	"  '	Y    / 	I
1
/	V"	IJ..0:;·	I	I	----------------------	---,	, ,	I , I
I 1       ft.. cJ J; o·	I /	,..... ,....-	/	A	,,	\	/ \	'-	; I	\	,
_,	I	L     ./	,  /	/	CN&D	"'	I	,  /	I	-,.	/ /
; / -0-, ":'{'	/	I /	/ /'	/' ,/	"'' '	,' "'	\ \ ' /  '	\ \	"'0 :    ''	I	I	I	--,	"- -	'--.,_	I,	.
I
00	II	',      "-,,	°<',S7-  , ,    .....     i,_,,",,•	R;  3990.    00'	I 	I
/I   0,:s (j	/  I	/	/ /	/'	"''     '	',	/\ \/    '	\   \	J:'	/	/	\	c:_ 	I
0
'ts- ;s-',	-..;....	I	"-,,'<o• ;;11?,:--<ll\(     ' t  .o_,,.•,.	< •   02 74  '! 2 " -   50.    00'	/    I  /
/	(j	/	/'	,   /	"'  '	',,	/    '	I	I	"';:&.'-	I	/'-     '<o·	I	<-'svc  1c';.	-----.::.:..:.."..	,L=,5'6.1:4   :RJ-       J3 ' 06" 1	I 	I
I	I	;'	/	'	'-,	'	/	I	I	'	_;   /	\	"-,   ''-._'"",;;:S;>..(v"'-	L-79.31	/	,/
/	'	'	//	//	'"-	"-	/	\	\	"0   ' '	I	I	',	.. ,,,, ,s,O,;,	---------	• -     90  "5,    ,
I  I	1	L	,,	BOWMA N  CG	'   '     "-         '    -----'  ---------------- '"'   -'  ----J	I;'I
/	/	//	'	../	\	\	I   .........       ,J _ ;	\	SET 5/8" IRC
I	II	/  /	/' ,	,     '"'	\   \	\   \	-	/	'-,
LB 8D3D "
1	I	//	/	"'	\
I-	,/	/	'	\	\	'
I	1	t      /	/	'	\	CORAL-CS/LTD ASSOC	R= 22 5.00 '	"-,
PARC EL ,ID 484 127D3 6261	"	/J= 2 3 78'51'
I /	/	',	PARCEL"H"	'-	\	,	-----......
I1/	/  r----_/	'  ,	\\	RAMBLEWOOD  SOUTH	'-	\	CHD=90.92
PLAT BOOK 78.. PAGE 19	"	\	CHB=S20·02•14"£
I	1	1	\	\	'-,	CHB=S19' 42'41"E{D)	PARENT TRACT DETAIL
II	;'	,'	I	I	'-	\     L=91.55'
·1 =200'
I	I I	I I	N	"' , ,    '	I \	I \	' ,	.
I	I	"''	\\	\\	SET NA I L   &  DI SK
I	II	I	"  BOWMAN  CG
I	;'	"'	\	\	LB 8030"
' ,	\	\	\
I	;'	;,,	L	,, "'	'>	\	!
I I	I I	"'' I	I	' I
/	/	,,1	5 0	50	100	/    )      \_	/	/
I	I	I	I	FN&D	/	/ ®
'	/	, .   - 50' (1N m l)	;	'	1	\_
I I	I	SCALE OF 1" = 50'   OR SMALLER.	/	/	/	I
/	1	/	THIS MAP IS INTENDED TO BE DISPLAYED AT A	/      /	/	/	FN &D
I	I I	I I	I	I	I II
II	I	I 	I I
I/	lir-7	I	I	I	II
I	/	;'
/ ; ' , I	I	I  ;'	/	I
I I	I	I	I	I
I	I	I	/	I	"
 	 I-
..J

 	 :::)

z

0 0 u	
	"	g-	E B
g. 1.....	M	0. 	J
,,---    ,,---	l:!     ci.
o	::,q-"'<tCO	015
c'3(/)	:§'-
v"<t("),31'.	9
gi.2:(")  U)gi
ECCl.	JNN§'5
:::J	clLr--N  UUl
t/JCO•r--r	Cc:
C©t-r--ctlo
ouco	EU
U 0.3 X	c:
ro      en	.c      LL   I .o      •E
c::    w(f)oro	om
E	CL
a•          - g	0m
"'	@	
	VJ	<(
0
0	Cl:'.
§	0_,
lL
>w­	P-,
VJ
ii:	...:I
=>  <
(f)
I u	8
Cl.
('.)	·
0
Cl.  <
0
o	::J
l-
z
<(	O'
>- r./J
0::
<(
0z	u
=>	j
0cc
<(  0	...:I	z
1-	u	=>
0u
...J
<(	0
:i	Cl:'.
°'-s°':t	0Cl:'.
°'	cc	
	PROJECT NO.
1050 1- 01- 001	
		
	RE VISIONS	

			

			

			
			
	DATE	DESCRIPTION	
	17-143
PG. 63-72
F.B.	PCS
DRAWN	REB CHKD	
	SCALE: f' = 50'	
	JOB No. 10501-01-001	
	DATE:	5 / 22 / 2017	
	FILE· 10501-01-001.DWG

SHEET V-2	

I

OF 0

------	\	\
-------------y----------	\	INV. =1 .2 ' \
--  - --  --  -- /-	.	-----	''	"".J'	t  \ \LIFT  STATI
   \	'	SANITAR I
T	I ,	--t-	0  		 	
,,'!:i
 	_j_ I	-	 	   L_	---------
------------	{1,>	----------
"
'ls	i'
7	-SMAoNHowLErn 	­ 	
\	RIM= 12.38

I"	CURB INLF-
j	 	□	'     ' 	 	
.	- - - - I  -I r 	   
\
;/r'	I	I
/>	I	I
,,	 	  		,   1!  '1,	II 	II
'i:i	as -	as-	os)--------- O	I	I	I
-  s   -	os -	os-	x{I,·	.29	//	I	I	I
CATCH BASIN	I	0  CATCH BASIN I	I
GRATE= l l. 63	GRATE=l0 . 97 /	/
E.INV.= 3.99	FH	I	I
SUMP=3.	,,'.I-	I	I
'
_R	I	I
I	I
I	I
.;	I	I
I I	35 OAK US 5 INC
-	,	- -4,..1 ' ,,.')	I\ I	PARCEL  ID: 484127036250	50	50 	100
INSTRUMENT NO. 113773678
-	-	1 :) ,1>	\	PARCEL H"	1" :	(IN FEEl)	I
RAMBLEWOOO SOUTH
I  I	PLAT BOOK 78, PAGE 19	THIS MAP IS INTENDED TO BE DISPLAYED AT A
-	- -	I I	SCALE OF 1" = 50' OR SMALLER.
-	{1),	I	I
I '	/	\ \
I	'	\ \
\	I	I
BOUNDAP	\ \
I  >	,1:)	\ \
,   tJ	"	\ \
-	5"	\ \
\ \
i '	\ \
12"	\  \
\ .
t.'\1'!:i  x   \\   '' t,,  \·t,,	/
'	\  \ · x\	/      /
I	"	/	/ '
/	/
/	/
/	/
I'	I	\  \	/      /	/      /
/	/
/	/
''
I	,q,   q
I
--

I
I	,,'i:i
I	,_/	'
/,',,,	LEGEND:
/ ' '	''	,1>	['l]	UTILITY VAULT
"
I	,,	CLf	CHAIN LINK FENCE
, /	'	'	POB	POINT OF BEGINNING
/ /	A ',, ,,'	',, \	,,;	II	'	R	RADIUS
,,	•L	ARC LENGTH
H BA	CENTRAL ANGlE
/	/	,,	,,	I	, ATE= l l . 24	CHB	CHORD  BEARING
' '	'/	'	'	CHO	CHORD LENGTH
'	,,)	FIP	FOUND IRON PIPE
/	/'	'	,, ,,,,	FIR	FOUND IRON ROD
,'	'	'	FND	FOUND NAIL &: DISK
FN	FOUND NAIL
EL	ELEVATION
/ /	'	,,,,	IRC	IRON ROD &: CAP
CATCH BASIN	FP•L   FLORIDA POWER AND LIGHT
/' '	',	"	GRATE=11	P.B.	PLAT BOOK
, '	I	,i'lQ     FiiY	PG.	PAG<
I	ORB	OFFICIAL RECORDS BOOK
-;  .t>.  1 1)	RCP	REINFORCED  CONCRETE  PIPE
'fa'{!,	\,	□ CATCH BASIN	c•G CURB AND GUTTER
(T'iP)   TYPICAL
'' '    '	\\	GRATE=10.90	®	SANITARY  MANHOLE
t 'fc,'fa	2	,,,
''	'	;v'	' '	,,,,'	, ,  t	\\	RA	-,  , ,"'	□	STORM INLET
I	/'	'	,):)._1)	.\,.,,\PLA	H	' z:"	@	STORM  MANHOLE
- 19	\
'	I	''	,  , i  \ ' \J "	_Q	SGN
I '	I ''	I ''	''  ,r      --       ,,	CATCH  BASIN	G)	TELEPHONE  MANHOLE
,)·	'I,Q, '	,1t '{!,'f!,	GRATE=11.03	[SJ	TRAFFIC SIGNAL HAND HOLF
''	I '	'	'	, ,'D ,,.:::.      \	\     '	i'	,1'>  \	Esl,,'> 	0
I	I '	I '	_,".l·      ''    x\)·	0	'     .,1-    ,1\·	RISER
{1,:1    \	'	[;']	VAULT
I ''	I '	''	''	' '	"	\ \ ,'l'ti	9	,11	¢	LIGHT POLE
I	I	,J·   ',	\'	'f!,t	,·t	I	{	•	FOUND IROO ROD OR PIPE
I ''	I '	''	I ''	STORMWAlI R VAUL	\	\\	,	l,	,.	®	FOUND OR SET NAIL
1   t	{1,·
I	ACCESS PLATE TOP  ',  :1\. Q,	,)?	0	SET IRON ROD&: CAP
UMP	I	I
''	'	'	ELEV. = 13.04'	X   "             "' {l_'_,\x  ,	II      ,	-         -       ,CC -          -	UNDERGROUND ELECTRIC (PER  GROUNDHOUND, INC.)
I	'	I '	I '	INV.=U NOBT,Al, BL	',	I	-     -   oc -     -	UNDERGROUND  COMMUNCI ATIONS (PER GROUNDHOUND,  INC.)
'	I  I	I	I	-    -   so -    -	STORM ORAi
''	I	''	;' '	II      ,i S
I	'	I	STORMWA TER	//	/	' '	,1)	TREE LEGEND:
I ''	I	''	''	RIM= 13.	I /	,'I-'	,.
@ M ANHOLE	/
'	'	I	I	I 41/ til	®
1	6161	OAK TREE \IIITH SIZE
I	'      '/	Q
I '	I	''	''	/ I ;' I	615;  Oj	I	,	·
'	'	/	,I	//	MISC. TREE Yl1TH SZE
I '	I	/	!:-r	/	1	6161	4"*
' I	I  ;'	//
I''	'	/	I    I	I	61r;	··	PALM TREE WITH SIZE
I	I	I I	I	II
SEAGRAPE YtlTH SIZE	 o	

I,-=,
 	  •
 	 :::)

IL

:,ii

  		©  
00 u	
	j     0-	- -  E   B
"'	0       J
C:	"'	a   0
0e    ,0n     "m'  "-'  "'	C         "e
"'	m   "'"' 6	"S "
>    "' N        N		C C	"Bi    "'	N	"C
E	J	N	0       0
0	Cro    "-	N	0           "
"	Cro     C
C	w tr:o	E 0u
0      in    C          xro      0• Cro
0	0
0	w
ro    w	0     "-	D    E
!   0-	0•
E  ,n	CL	I
"'	"@'	
	VJ	<(
0	0
§	0Cl:'.
....J
lL
>w­	P-,
VJ
ii:	I
=> <
(f)
u	8
I
Cl.
(9	·
0
0	< ::J
Cl.
1---
0z
<(	O'
>- r./J
0::
<(
0z	u
0=>	j
cc 0	z
<(	....:I	=>
1--­   u	0u
....J
<(	0
:i	Cl:'.
°'-s°':t	0Cl:'.
°'	cc	
	PROJECT NO.
1050 1- 01- 001	
		
	REVIS	

			

			

			
	
DA I	
DESCRIPTION	
	17 - 1 43
PG. 63-72
F.B.	PCS
DRAWN	RFB CH,D	
	SCALE: 1'' = 5 0 '	
	JOB No. 10501- 01- 001	
	DATE:	5 / 18  / 2 0 17	
	Fil [ : 10 501- 01- 001.DWG	
	I
SHEET   V-3	

 	 	 	

I

OF 3

SEVENTH ORDER OF BUSINESS

X

Underground installation of fiber optic

cable for CATV service

Coral Ridge Dr from Southgate Blvd to Royal Palm Blvd

48

41

20, 29, 32

Bluestream

12409 NW 35th St

Broadband Technical Resources, Inc / Larry Weiner

2765 SW 36th St, Dania Beach, FL 33312

larry_weiner@btrusa.com

New backbone fiber for network upgrade

APPLICATION FOR PERMIT

Board of Supervisors
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071		Permit Type	
		Right of Way
Surface Water Management General	

1.	PROPOSED USE OF DISTRICT FACILITY:	 		
2.	LOCATION OF WORK:		

				
	Subdivision	Lot No.	Block No.	
	Section:	Township:	Range:	

3.	
DISTRICT WORKS INVOLVED IN PROOSED CONSTRUCTION OR USE:		
			
4.	NAME, ADDRESS, PHONE AND FAX OF OWNER OF PROPOSED WORK OR STRUCTURE:	

5.	NAME, ADDRESS, PHONE AND FAX OF APPLICANT OTHER THAN OWNER (If any):	

6.	AREA PROPOSED TO BE SERVED:	(Give property description sufficient for identification,	
		
7.	This application, including sketches, drawings or plans and specifications attached, contains a	
	full and complete description of the work proposed or use desired of the above described	
	facilities of the District and for which permit is herewith applied. It shall be part of any permit	
	that may be issued. It is agreed that all work or the use of the District's facilities involved will be	
	in accordance with the permit to be granted and with the Permit Criteria Manual heretofore	
	adopted by the District, which have been examined and are understood by the applicant and as	
	the same may be hereafter from time to time amended, changed or revised and which (it is	
	further understood) shall be incorporated in reference as a part of any permit which may be	
	granted.	

28

Standard Conditions ARE AS FOLLOWS:
In the event the DISTRICT wishes to obtain the ingress or egress to its property, easement or right of way affected by the permit issued pursuant to this application for any lawful District purpose, including but not limited to maintenance of any lake, canal or related water management infrastructure, the removal, demolition and reconstruction, if any, of the proposed work or structure permitted hereunder shall be at the sole expense of the owner or the owner’s successors or assigns.
Permittee, by acceptance of the permit, covenants and agrees that the DISTRICT, District Managers, district consultants and its successors shall be promptly indemnified, defended, protected, exonerated, and saved harmless by the Permittee from and against all expenses, liabilities, claims, demands, and proceedings incurred by or imposed on said District in connection with any claim, proceeding, demand, administrative hearing, suit, appellate proceeding, or other activity; including unfounded or "nuisance" claims, in which the District may become involved, or any settlement thereof, arising out of any operations under this permit, including use of canal water for irrigation purposes, damage to landscaping, paint damage to automobiles, buildings, or other structures, and any property damage or personal injuries, fatal or non-fatal, of any kind or character.
Permittee agrees that no debris will be placed into the waterways of the District.
For this purpose the Permittee has submitted a check in the amount of Two-Thousand Five Hundred Dollars ($2,500.00) which Permittee agrees to forfeit if debris is found to have been placed into the District’s waterways; said determination to be at the sole discretion of the District and is acknowledged by Permittee to represent both actual and punitive damages for violating the provisions of this permit and, further, the provisions of Chapter 298, Florida Statutes.
If construction of the facilities called for in this permit have not been completed, an additional Two Thousand Five Hundred Dollars ($2,500.00) will be submitted by Permittee to cover future occurrences of discharging builder debris into the District’s waterways.
Applicant agrees to maintain the system in accordance with permit documents and to recertify the function, condition and operation of the system according to the District’s schedule and submit “Storm water Inspection Reports” and shall comply with all re-inspection procedures required under the District’s policies.
Applicant agrees to maintain adjacent canal/lake banks in accordance with the specified cross section, maintain permitted vegetation to the water’s edge and keep the canal and canal bank free and clear of trash and debris.
Permittee agrees to correct any shoaling or erosion of district facilities resulting from the installation or operation of components authorized by the permit.
Applicant agrees to remove (and process permits for tree removal through the City of Coral Springs) any landscaping from adjacent canal rights of way other than grass or approved ground cover. The removal, mitigation, and permitting shall be at the applicant’s own cost.
Abide by the terms and conditions of the permit.
To maintain works or structures in a good and safe condition.

29

To allow inspection at any time by the District of any works or structure established by permit upon notification.
Prevent the discharge of debris and/or aquatic weeds into any District works.
To maintain the water quality of all waters discharging into District works.
To conform with any alterations of or amendments to this manual, or those imposed by the DEP, SFWMD or EPA that may be deemed necessary by the District.
To make any immediate changes or repairs as requested by District personnel to insure the safe operation of the District’s waterways during storm events.
Restore existing lake/canal banks to the design cross section of 4 Horizontal: 1 Vertical to 2 ft. below the control elevation.
Upon completion of the construction specified in the permit, the applicant shall submit to the District 3 as-built surveys and electronic media certified by a professional engineer, in a format generally compatible with the requirements of other storm water management jurisdictions.
Acknowledges that failure to maintain the system, comply with re-certification requirements, or performing construction with District authorization may result in the restriction or elimination of storm water discharges to District facilities.
No beneficial use of the property is allowed until the Coral Springs Improvement District has accepted the engineer’s storm water management certification and released the project.

December

20

SPECIAL CONDITIONS WILL BE ADDED WHEN APPLICABLE:

Broadband Technical Resources, Inc

BOARD	OF	SUPERVISORS
Reviewed and approved by Board meeting held

30

Submitted	day

18th

this	of

Company and/or Owner:

By: Name

Larry Weiner

:

Fiber Optic Director

Title:

, 20

  NW 100th Ave

LOCATION MAP	N.T.S.

JOB LOCATION

  Coral Ridge Dr

Agenda Page 36
SHEET INDEX
No.	DESCRIPTION
OF 21	COVER SHEET
OF 21	KEY MAP
OF 21	PLAN VIEW
03PRO OF 21	PROFILE VIEW
TO 21 OF 21	PLAN & PROFILE VIEW
21PRO OF 21	PROFILE VIEW

FOOTAGE DATA
JOB DESCRIPTION	FTG

DIRECTIONAL BORE	11,510'
TRENCH	20'
TOTAL FOOTAGE	11,530'

NOTES AND SPECIFICATIONS (WHEN APPLICABLE)

Southgate Blvd

NW 20th Dr

Royal Palm Blvd

-SAW CUT AND REMOVE EXISTING ASPHALT PAVEMENT FOR DUCTBANK INSTALLATION. BACKFILL, RESTORE AND REPAVE AS PER PERMITTING SPECIFICATIONS GOVERNMENT AGENCY.

NW 13th St

-PLACE FLUSH MOUNTED CONCRETE VAULTS IN SIDEWALK AT LOCATIONS NOTED, NO LARGER THAN 30"X36".

-ALL TRENCHES SHALL BE BACKFILLED AND TAMPED IN 6" LAYERS AS PER PERMITTING SPECIFICATIONS GOVERNMENT AGENCY.

-REPLACE TO EXPANSION JOINTS WHEN RESTORING CONCRETE SIDEWALKS.

Lakeview Dr

- MINIMUM CLEARANCE FROM DUCTBANK TO CROSSING OTHER UTILITIES IS TO BE 12"

-MINIMUM CLEARANCE FROM DUCTBANK TO PARALLELING OTHER UTILITIES IS TO BE 12". FOR VITRIFIED CLAY SANITARY PIPE LINES OR GAS LINES, 3.5 TIMES THE
EXISTING PIPE'S DIAMETER.

-TUNNEL UNDER ALL CURBS AND GUTTERS.

-PLACE MARKER TAPE 12" ABOVE DUCTBANK THROUGHOUT ROUTE.

-HAND TRENCHING IS REQUIRED WHERE DUCTBANK CROSSES OTHER    UTILITIES.
SUPPORT EXISTING UTILITIES EXPOSED DURING EXCAVATION TO PREVENT DAMAGE DUE TO SAGGING AND DISTORTION.

-INFORMATION SHOWN ON DRAWINGS REGARDING THE PRESENCE,  CHARACTER
AND LOCATION OF EXISTING UTILITIES IS A SCHEMATIC REPRESENTATION TAKEN FROM THE BEST AVAILABLE INFORMATION. THERE IS NO CERTAINTY OF THE ACCURACY OF THIS INFORMATION. UTILITIES AND STRUCTURES NOT SHOWN
MAY BE ENCOUNTERED.

-NO CONSTRUCTION SHALL COMMENCE PRIOR TO THE LOCATION OF ALL UNDERGROUND UTILITIES. UTILITY LOCATION SERVICE: 1-800-432-4770.

-ALL OPEN ASPHALT CUTS SHALL BE RESTORED TO PERMITTING "MINIMUM STANDARDS" WHEN APPLICABLE.

AUTHORITY

-EXACT LOCATION OF TRENCH MAY VARY DUE TO THE LOCATION OF UTILITIES AND OTHER HAZARDS.

EXISTING

Know what's below Call before you dig

-NO OPEN TRENCH TO BE LEFT OVERNIGHT, UNLESS THERE IS A UTILITY

DAMAGED, IN THAT CASE CONTRACTOR SHALL PLACE A SAFETY NETTING AROUND OPEN TRENCH.

Rev	Date	Description	BROWARD RING / SEGMENT 3 / S3-07-CoralRidge
CORAL RIDGE DR FROM SOUTHGATE BLVD TO ROYAL PALM BLVD, CORAL SPRINGS	

BROWARD COUNTY	
 
OCTOBER 2020	

N	

  
S3-07-CoralRidge.dwg	
 
N.T.S.		

 
S3-07-CoralRidge	

FOCUS ENG		
			UNDERGROUND CATV CONSTRUCTION				
				
 	COVER	
 
01 OF 21		

Agenda Page 37

NINTH ORDER OF BUSINESS

Sr:.	. H

Agenda Page 38

February 26, 2021

Coral Springs Improvement District Attn: Curtis Dwiggins
Re: SBBC FY20-210 Piggyback-Storm Sewer and Sewer Main Cleaning and Repair contract

Shenandoah General Construction LLC agrees to allow Coral Springs Improvement District the opportunity to piggyback the School Board of Broward County contract FY20-210 FOR Storm Sewer and Sewer Main Cleaning and Repairs under the contract  named above and further agrees that we will also comply with the requirements below in the administration of this contract with the Coral Springs Improvement District. Further Shenandoah General Construction LLC agrees that it is our obligation to obtain affidavits from any subcontractors to ensure that the subs maintain compliance with E-Verify.
The CONTRACTOR and its subcontractors warrant compliance with all federal immigration laws and regulations that relate to their employees. The CONTRACTOR agrees and acknowledges that the OWNER is a public employer subject to the E-Verify requirements as set forth in Section 448.095, Florida Statutes, and that the provisions of Section 448.095, Florida Statutes apply to this Agreement. If the OWNER has a good faith belief that the CONTRACTOR has knowingly hired, recruited, or referred an alien who is not authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall terminate this Agreement. If the OWNER has a good faith belief that a subcontractor performing work  under this Agreement  knowingly  hired, recruited or  referred an alien who is not duly authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall promptly notify the CONTRACTOR and order the CONTRACTOR to immediately terminate the contract with the subcontractor. The CONTRACTOR shall be liable for any additional costs incurred by the OWNER as a result of the termination of a contract based on CONTRACTOR'S failure to comply with EVerify requirements evidenced herein .
IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES TO THE CONTRACTORS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, THE CONTRACTOR SHOULD CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT
Sandra Demarco
210 N. University Drive, Suite 702 Coral Springs, FL 33071
(0) 954.603.0033, Ext. 4053 Email: Sandra.demarco@inframark.com
s i D-
Daniel DiMura Vice President

1888 NW 22nd Street Pompano Beach, FL 33069 • {954) 975-0098 • www.shenandoahus.com

TENTH ORDER OF BUSINESS

Door Systems of South Florida agrees to provide Coral Springs Improvement District the opportunity to purchase and install, service and repair of Overhead Roll-up doors under the Co-op contract ITB #2016- 17/31 with the City of Deerfield Beach.
Door Systems of South Florida agrees that will also comply with the requirements below in the administration of this contract with the Coral Springs Improvement District. Further, Door Systems of South Florida agrees that it is our obligation to obtain affidavits from any subcontractors to ensure that the subs are in compliance with E-Verify.
The CONTRACTOR and its subcontractors warrant compliance with all federal immigration laws and regulations that relate to their employees. The CONTRACTOR agrees and acknowledges that the OWNER is a public employer subject to the E-Verify requirements as set forth in Section 448.095, Florida Statutes, and that the provisions of Section 448.095, Florida Statutes apply to this Agreement. If the OWNER has a good faith belief that the CONTRACTOR has knowingly hired, recruited or referred an alien who is not authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall terminate this Agreement. If the OWNER has a good faith belief that a subcontractor performing work under this Agreement knowingly hired, recruited or referred an alien who is not duly authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall promptly notify the CONTRACTOR and order the CONTRACTOR to immediately terminate the contract with the subcontractor. The CONTRACTOR shall be liable for any additional costs incurred by the OWNER as a result of the termination of a contract based on CONTRACTOR’S failure to comply with E-Verify requirements evidenced herein.

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

Email: Sandra.demarco@inframark.com

Signed 	

Print name Date

Scott Sumenek

2/15/2021

Door Systems of South Florida
1300 NW 15th Avenue Pompano Beach, FL 33069 O - 954-935-7000
F - 954-935-7050
W - DoorSystemsSFL.com

Proposal #: SNS-20842
Q	20530

PROPOSAL SUBMITTED TO:
Coral Springs Improvement District	Date
2/25/2021	Attention
Shawn Frankenhauser	
STREET
10300 NW 11th Manor	Job Name
Coral Springs Improvement District	
City
Coral Springs	State
FL	ZipCode
33071	Job Location
Main Building	
Phone Number
954-796-6669	Fax Number	Job Phone
954-868-6935	
ITEM #	QTY	SERIES	DOOR WIDTH	DOOR HEIGHT	OPENING WIDTH	OPENING HEIGHT	OPERATION	MOUNTING	JAMB TYPE	
1	2	610	12' 0"	12' 0"	12' 0"	12' 0"	Electric **	Interior Face	Concrete	
2	1	610	12' 0"	18' 0"	12' 0"	18' 0"	Electric	Interior Face	Concrete	
FURNISH AND INSTALL:
The above sized 610 series rolling door(s) as manufactured by the Overhead Door Corporation. Door standard features to include the following: Curtain slats will be galvanized painted steel. Curtain will be provided with steel endlocks or malleable iron endlocks on alternate slats. Windlocks will be used as required to meet design wind load, minimum 65 psf. Guides will be constructed of three structural steel angles. Brackets will be hot rolled steel plate to support the barrel, counterbalance and hood. Counterbalance will be helical torsion springs housed in a steel pipe with a deflection limited to .03" per foot of span (width) and adjustable by means of an external tension wheel. All non-galvanized, exposed, ferrous surfaces will receive one coat of rust inhibitive primer.

PROPOSAL TO INCLUDE THE FOLLOWING:
Item 1 & 2 above to feature the following:
SLATS, F-265 White 22 Gauge Flat Profile.
LOCKS, Slide Bolts.
WINDLOAD, Miami Dade 65PSF.
OPERATION, Item #2 - Heavy Duty 3/4 HP Model RSX Motor Operator (all wiring by others)
OPERATION, Item #1 - One Door to Have Chain Hoist and One Door to Have Heavy Duty 3/4 HP Model RSX Motor Operator (all wring by others)
SAFETY , Two Doors to Have Reflective Safety Beams (all wiring by others)
Remove and dispose existing doors.
Tax Exempt
Permit Application Fee of $150.00 Included but City Permit Fees Are Not and Will be Invoiced Upon Receipt of Final Cost.

We hereby propose to complete in accordance with above specification, for the sum of:

Twenty Five Thousand Two Hundred Fifty Dollars and No Cents	$25,250.00

Signature			 Scott Sumenek	Direct Dial: (954) 935-7007 (Sumenek@OverheadDoorGC.com)

Page 1 of 2 (Continued on next page . . . )

Price Proposal for Coral Springs Improvement District by Door Systems of South Florida
Proposal Number SNS - 20842 Job Name: Coral Springs Improvement District

TERMS AND CONDITIONS
Payment to be made as follows:	50% 50%
Prices subject to change if not accepted in	30	days.
Payment terms to be made as 50% Material Deposit Required/Balance COD unless otherwise noted above. Door Systems accepts credit card payments (MC, Visa, AMEX, Discover) with a 3% fee.
SALES TAX INCLUDED ON ALL MATERIAL UNLESS OTHERWISE NOTED. All wiring/conduit to motor operators, control stations and photo cells and permits are not by Door Systems of South Florida, unless otherwise noted above. Property owner is responsible for being present for any/all final building inspections and will be responsible for any reinspections fees due to missed appointments with the local Building Department or lost permit packages. Building permit is to be pulled by the Purchaser, unless otherwise noted above. Purchaser is responsible for being present for any/all final building inspections and will be responsible for any reinspection fees due to missed appointments with the local Building Department or lost permit packages. Building inspections are scheduled based upon Purchaser's availability. Door Systems of South Florida covers a (1) year warranty on purchased doors, motors, and springs, starting from the date of installation. Door Systems of South Florida covers a (30) day warranty on any other work performed. Manufacturer warranties are covered by the unique manufacturer of the purchased product and are based upon their terms and conditions. Purchaser agrees to pay a 20% restocking fee on any cancelled custom orders. Purchaser agrees that all material shall remain in Sellers posession until paid in full. In the event Purchaser breaches or defaults under the agreed terms and provision of this agreement, the purchaser shall be responsible for the costs of collection, including all attorneys' fees. Agreements are contigent upon strikes, accidents or delays beyond our control.

ACCEPTANCE: Terms, Price, and specifications on all pages of this proposal are hereby accepted and the work authorized.

Purchaser:   	

Signature

Title

Date of Acceptance

Page 2 of 2

Eleventh Order of Business

FISH TEC INC.
1016 6th Street Daytona Beach, FL 32117
Phone: 386-547-0765	Fax: 386-238-6230

February 22, 2021

Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071 ATTN: Shawn Frankenhauser
RE: Culvert Inspections per proposal dated 2017 “CSID 2017-04”

To Whom It May Concern:

Fish Tec Inc. is pleased to agree to the final option year of contract 2017-04 for culvert inspections and will hold the cost at the same rate as the prior 4 years of the contract.

Thank you very much,

Joseph B. Pellicer President
FISH TEC INC.

FISH TEC INC.
1016 6th Street Daytona Beach, FL 32117
Phone: 386-547-0765	Fax: 386-238-6230

March 1, 2021

Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071 ATTN: Shawn Frankenhauser
RE: Culvert Inspections per proposal dated 2017 “CSID 2017-04”

To Whom It May Concern:

Fish Tec Inc. is pleased to agree to extend the 2017-04 culvert inspection contract through February 2024 and agrees to adhere to the terms and conditions of the original contract for each extension while holding firm the cost of $19,500.00 per year.

Thank you very much,

Joseph B. Pellicer President
FISH TEC INC.

FISH TEC INC.
1016 6th Street Daytona Beach, FL 32117
Phone: 386-547-0765	Fax: 386-238-6230

Fish Tec Inc agrees to provide Coral Springs Improvement District the opportunity to provide service of culvert pipe inspections contract # 20017-04 Fish Tec Inc further agrees that will also comply with the requirements below in the administration of this contract with the Coral Springs Improvement District. Further Fish Tec agrees that it is our obligation to obtain affidavits from any subcontractors to ensure that the subs are in compliance with E-Verify.

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

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

Signature

2/22/2021

Date

Twelfth Order of Business

Pipe Inspection & Restoration

February 19, 2021

Coral Springs Improvement District Attn: Joe Stephens

Re:	Bid#2016-01 – Tank Cleaning Contract Renewal

Shenandoah would like opportunity to renew the above contract for an additional year at the same terms and conditions of the existing contract.

If you need any additional information, please feel free to contact Margaret Lary.

Sincerely,

Daniel DiMura Vice President

1888 NW 22nd Street Pompano Beach, FL 33069 ● (954) 975-0098 ● www.shenandoahus.com

Pipe Inspection & Restoration
February 19, 2021
Coral Springs Improvement District Attn: Joe Stephens

Re:	Bid#2016-01 – Tank Cleaning Contract Renewal

Shenandoah General Construction LLC agrees to provide Coral Springs Improvement District the opportunity to provide tank cleaning serves under the contract named above and further agrees that we will also comply with the requirements below in the administration of this contract with the Coral Springs Improvement District. Further Shenandoah General Construction LLC agrees that it is our obligation to obtain affidavits from any subcontractors to ensure that the subs maintain compliance with E-Verify.
The CONTRACTOR and its subcontractors warrant compliance with all federal immigration laws and regulations that relate to their employees. The CONTRACTOR agrees and acknowledges that the OWNER is a public employer subject to the E-Verify requirements as set forth in Section 448.095, Florida Statutes, and that the provisions of Section 448.095, Florida Statutes apply to this Agreement. If the OWNER has a good faith belief that the CONTRACTOR has knowingly hired, recruited, or referred an alien who is not authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall terminate this Agreement. If the OWNER has a good faith belief that a subcontractor performing work under this Agreement knowingly hired, recruited or referred an alien who is not duly authorized to work by the immigration laws or the Attorney General of the United States for employment under this Agreement, the OWNER shall promptly notify the CONTRACTOR and order the CONTRACTOR to immediately terminate the contract with the subcontractor. The CONTRACTOR shall be liable for any additional costs incurred by the OWNER as a result of the termination of a contract based on CONTRACTOR’S failure to comply with E- Verify requirements evidenced herein.

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

Daniel DiMura Vice President

1888 NW 22nd Street Pompano Beach, FL 33069 ● (954) 975-0098 ● www.shenandoahus.com

Thirteenth Order of Business

Globaltech, Inc.
CSID Engineer’s Report March 15, 2021

PROJECTS UNDER CONTRACT

WA#168 – Membrane Train Flush Valve Addition / Backflow preventer elimination– On Hold pending data review
Approved by Board – 11/18/19
CSID conducting additional testing under the direction of Dr. Duranceau (UCF) – results will be presented to board in April and a decision will be made as to whether to move forward with additional two trains.
Estimated project completion date – currently unknown

WA#174 – Plant C Structural Reinforcement – In Progress
Proposed improvements have been completed
Caveat will be added to record drawings and a placard will be prepared regarding proper operations of plant.
Installed replacement diffuser membranes – 3/03
Membranes appear to be defective and will be replaced
System to be place back into service – 3/26

WA#178 – Membrane Concentrate Backflow Preventer Elimination – Complete
Approved by Board – 4/20/20
Construction substantially complete – 2/08/21
System operational
Final walk through with staff -2/16/21
Punch list items complete – 3/05/21
Project Complete – 3/05/21

WA#181 – WWTP Plant F Magnetic Flow Meter Replacement – In Progress
Approved by Board – 9/21
All materials on site
Waiting for Plant C to return to service before performing work
Estimated start date – 4/15/21
Estimated project completion – 4/16/21

WA#182 – AWIA Risk Assessment and Emergency Response Plan - In Progress
Approved by Board – 10/19
Completed Threat Assessment
Completed Qualitative Risk Assessment
Reviewed counter measures with staff – 3/02/21
Estimated project completion – 12/31/21

Globaltech, Inc.
CSID Engineer’s Report March 15, 2021

WA#183 – Above Ground Fuel Storage Tanks & Dispensing System – In Progress
Approved by Board – 11/16/20
Facility design reviewed, modified and approved by staff review
Revised design to include a hard-wired high-level alarm (replacing battery operated)
Above ground tanks and equipment ordered
Prepared design for new slab and bollards
Submitted fuel system plans for permitting – 2/24/21
Submitted slab plans for permitting – 3/10/21
Estimated substantial completion – 6/01/21

WA#185 – Production Well 6 Antenna Replacement – In Progress
Approved by Board – 12/21/20
Prepared subcontracts
New tower delivered to site
Met with City of Coral Springs Parks Department to trim adjacent trees
Construction to begin - 3/08/21
Estimated completion – 3/21/21

WA#186 – Site 10 Canal Bank Construction – Closeout
Approved by Board – 12/21/20
Mobilized equipment – 1/18/21
Completed all rock placement (approximately 3600 tons) – 2/12/12
Conducted final restoration (top soil and sod)
Restored all irrigation systems
Conducted site walk through with staff (Substantial Completion) – 2/16/21
Demobilized barges and heavy equipment – 2/18/21
Will conduct brief presentation of work at 3/15/21 Board Meeting
Estimated project completion – 3/31/21

WA#188 – Atlantic Blvd. 4-inch Sleeve – In Progress
Approved by Board – 12/21/20
Issued subcontracts to Murphy Pipe and Construction (MPC)
Conducted kick-off meeting with CSID staff – 1/08/21
Completed survey and utility locates – 1/29/21
Reviewed design with staff – 3/03/21
Anticipated construction first week of April 2021
Estimated project completion – 4/15/21

Globaltech, Inc.

CSID Engineer’s Report March 15, 2021

WA#184 – HSP 7 Day Tank Replacement – In Progress
Approved by Board – 1/25/21
Issued subcontract to Cypress Construction Group
Preparing design for new piping and day tank
Installation of buried fuel return line to begin – 3/15/21
Installation of day tank & pumps – 5/10/21
Estimated project completion – June 2021

WA#189 – Safety & Housekeeping Improvements at PS 1 & 2 – In Progress
Approved by Board – 2/22/21
Prepared subcontracts and purchase orders
Meting fabrication subcontractor on site 3/04/21
Shop drawings – 3/19/21
Underwater inspection – mid March
Estimated project completion – 4/30/21

Work Authorizations Under Development

WA#187 – 600KW Emergency Generator – under development WA#XX – Equipment Grounding Study