Board of Supervisors Regular Meeting February 16, 2022

505 Whiskey Creek Drive, Marco Island, FL 34145

Anyone wishing to listen and participate in the meeting can do so by calling 1-888-468-1195, Participant Pin 636522.

Additionally, participants are encouraged to submit questions and comments to the District Manager in advance to facilitate the Board's consideration of such questions and comments during the meeting.

The agenda is as follows:

Call to Order/Roll Call
Approval of Agenda
Public Comments
Request for Consideration, Mike McNees, Manager, City of Marco Island
Bike/Pedestrian Access for Marco Residents through a Blanket Fee Arrangement
Approval of Minutes
December 15, 2021
Old Business
New Business
Attorney Report
Engineer Report
Bridge Paint
Whiskey Creek Drive RPM’s
Supervisors’ Requests
District Manager Report
Acceptance of the Financial Statement; Year Ending September 30, 2021
Acceptance of Financials October 1, 2021 through December 31, 2021
Public Comments
Set Next Meeting Date:
April 20, 2022
Adjournment

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KEY MARCO COMMUNITY DEVELOPMENT DISTRICT
REGULAR MEETING
3	December 15, 2021
4
Present:	Mary Beth Schewitz, Chairman
Luanne Kerins, Co-Chair
Lynn Domenici, Supervisor
John Esposito, Supervisor
Terri Stanton, Supervisor
10
Also Present:	Greg Urbancic, District Counsel (Via speakerphone)
Dave Schmidt, Hole Montes
13
CALL TO ORDER/ROLL CALL
The meeting was called to order at 8:30 a.m. All five Board members were in attendance.
Mrs. Schewitz announced that the meeting was note properly noticed on the website, therefore no
motions, or action can be taken at this time. It was noted by Mr. Urbancic that remaining notice
requirements were met.
19
AGENDA
No changes were made to the agenda.
22
PUBLIC COMMENTS
A member of the public asked who was responsible for the landscaping. Mrs. Schewitz replied it is the
HOA responsibility.
26
OLD BUSINESS
None.
29
NEW BUSINESS
None.
32
ATTORNEY’S REPORT
Mr. Urbancic reported as part of the 2021 Session, the Florida Legislature recognized the need for a long-term
planning process for stormwater and wastewater with the passage of House Bill 53 (Public Works). Section
403.9302, Florida Statutes, requires a 20-year needs analysis be developed by local governments providing a
stormwater management program or stormwater management system. Section 403.9301, F.S., requires the
same from those providing wastewater services.

Local governments subject to these statutes are counties, municipalities, and independent special districts. 40

1 | P a g e

While the needs analyses must be updated and resubmitted every five years, the timeline for the 2022 cycle is:

June 30, 2022: Needs analyses for all local governments should be complete. By June 30, municipalities and
independent special districts must submit their completed needs analyses to the county. 44
45	Overtalk between several audience members. 46
David Schmitt, Hole Montes joined the meeting.
DISTRICT ENGINEER REPORT
49
Mr. Schmitt reported he has started the process for the new Statutory Requirements for Stormwater
and Wastewater management analyses. The initial survey indicates twenty-eight outfalls that will need
further inspection. The CDD has previously cleaned two outfalls at the corner of Blue Hill Creek and
Whiskey Creek that were identified as clogged by roots during the annual catch basin cleaning.
Additionally, several sand bag retention areas were cleared of debris along Blue Hill Creek Drive. There
has been a proactive attitude by the CDD in the last five years to maintain the drainage within Key
Marco. This agenda item will be brought back to the board at the February meeting.
57
The CDD requested that additional pavement markers and signage be added to the section of road
from the community center to the boat trailer park. Three vehicles have left the road in the area and it
needs attention. Mr. Schmitt will report back to the board with possible solutions and pricing.
61
Mr. Schmitt reported that he met with a painting consultant to review the bridge painting needs. A
memorandum was provided to the supervisors and public attendees (copy attached to these minutes).
The Board requested that more information and costs be presented at the next meeting.
65
SUPERVISORS’ REQUESTS
None.
68
69	PUBLIC COMMENT
70
71	No public comment was received at this time.
72
73	NEXT MEETING DATE
74
75	The next meeting will be held on February 16, 2022 at 8:30 a.m.
76
77	ADJOURNMENT
78
79	On a voice vote by Mrs. Schewitz and a second by Mrs. Kerins the meeting was adjourned.

2 | P a g e

	MEMORANDUM	

To:	
Katie Maline, District Manager		
From:	David Schmitt, P.E., FL 41671		
Date:	December 14, 2020		
Subject:	Key Marco CDD Whiskey Creek Bridge Painting		

As requested, we have reviewed the existing pipe railings on the Whiskey Creek Bridge. The bridge was constructed as part of the original development in approximately 1994. The bridge spans Blue Hill Creek and has thirteen spans at a 38'-6" spacing for a total length of 500'-6" (+/-). There are bridge approaches on both sides. The bridge railing extends across the bridge spans and the two approaches for an approximate length of 605 feet.

The railings on the bridge consist of three 6-inch steel pipes spanning between masonry supports. The railings originally had a powder coat finish which was subsequently painted. This subsequent paint coating has faded and is peeling off in numerous areas. The pipe railings are attached to the masonry supports by a steel plate bracket with receiving shoes for the railings. Attachment is by eight bolts into the masonry. It appears that the pipe brackets and railings were installed between the masonry supports as a single unit and bolted into place utilizing drill in type anchor bolts. Several of the steel bracket assemblies are showing deterioration along with the bolts. This deterioration could be due to moisture entering between the steel plate and masonry support. In addition to the bridge railing, there are light poles mounted on the masonry supports and additional pipe type guard railing extending at the four corners of the bridge.

To maintain the bridge and reduce further deterioration of the railing system, the existing railing and anchor plates need to be cleaned, reconditioned as needed, and coated. This should be done in conjunction with the recoating of the guard rails at the four corners and light poles. Based on the means of initial construction, it will be very difficult to remove the railing assemblies for offsite work. To prepare and recoat the railings, it will be necessary to encapsulate the work area and utilize lifts to access the outside of the bridge.

In cases where the bolts have deteriorated significantly, it may be necessary to cut the railing assembly to facilitate removal and replacement of anchor bolts. New anchor bolt placement would need to be offset and steel plate modified. Additional investigation will be needed to make determination the extent of this additional work.

H:\2020\2020021\Bridge Painting\20211213 km Whiskey Creek Bridge Painting memo FINAL DWS.docx

In conjunction with the railing repairs, the CdD may wish to consider painting the masonry columns and the exposed superstructure on the two sides of the bridge. If desired, this work could be deferred and completed at a later date. However, there will be considerable cost savings by completing this work now while crews and equipment are on site.

During the recoating work it will be necessary for the bridge to have a moving one lane closure to permit railing and painting work.

Preliminary budget estimates are pending.

Railing at approaches.

Typical masonry support.

H:\2020\2020021\Bridge Painting\20211213 km Whiskey Creek Bridge Painting memo FINAL DWS.docx

Double pipe support at pile bent location. Area between individual support provides for movement.

Typical pipe rail fading and peeling paint. Note previous coating underneath.

H:\2020\2020021\Bridge Painting\20211213 km Whiskey Creek Bridge Painting memo FINAL DWS.docx

Several pipe railing support bracket assemblies showing limited deterioration
Typical pipe rail support bracket	at bolting. assembly.

H:\2020\2020021\Bridge Painting\20211213 km Whiskey Creek Bridge Painting memo FINAL DWS.docx

M  
HOLEMONTES
EllGIN££ASIIAIIDSW'fAACHIUC1SIPIAIIHEASISUIMY1JRS

MEMORANDUM

To: From: Date: Subject:

Katie Maline, District Manager David Schmitt, P.E., FL 41671 December 13, 2020
Key Marco COD Clubhouse Road Curves

Over the past 18 months(+/-), there have been at least three reported cases of vehicles exiting the roadway between the clubhouse and the boat storage area on Whiskey Creek Drive. The posted speed limit in this area is 25 MPH. The exact cause of these incidents is unknown. The incidents could be the result of lack of attention, excessive speed, roadway conditions due to weather, or a combination of these items. The reported segment of roadway of concern is approximately 1,600 feet in length with several curves.

There are several options or combinations of options that can be considered to assist in improving driver attentiveness in this segment. These include the following.

Use of reflective pavement markers (RPMs) on the white edge of the lane marking. These will assist in both daylight and night time driving and provide warning of the vehicle leaving its lane (rwmble effect). These RPMs could be installed at five to ten foot spacing.
Use of warning signage to draw drivers attention to the upcoming curves. These signs would be a combination of curve arrows and chevron type signs showing the alignment of the curve. The standard curve arrow signage would be 30-inch by 30- inch and chevron type would be 18-inch by 24-inch. See the attached exhibit for the project area and general location of signage. These signs would assist in both daylight and night.
The third option would be the increasing of roadway lighting levels in the curve area. This would assist primarily during the night or other inclement weather.

The implementation of these options could be completed in phases as warranted. Either Option 1 or Option 2 could be employed initially with the other being utilized if needed. Lastly would be Option 3.

H:1202012020021\Clubhousc Road Curves\20211213 km Clubhouse Road Curves memo FINAL DWS.docx

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950 Encore Way • Naples,Florida 34110
P: 239.254.2000 • F: 239.254.2099

6200 Whiskey Creek Dr. • Ft. Myers, FL 33919·

PROJECT \ "Y	Mb.CZCO -	O PWN:i'.  CurtVE:
SHEET NO		l 0F_l_--=-	,...- CALCULATED BY	OVI.S'OATE 1Z./10/z.,1 CHECKEDBY			DATE         _

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0	P: 239.985.1200 • F: 239.985.1259
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SCALE  	

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KEMYARCO				

LOCATION	 	J
OF PROJECT

KEY WEST

PLANS PREPARED
BY:

HM =		950 Encore Way Naples, FL. 34110
Phone: (239) 254-2000
HOLE MONTES	Florida Certificate of
OCJER!l'J'-"i.Jii0.,:-E:1'1.W,Ell;.f'fl'.f$	Authorization No.1772

IIOTE: THE SCALE OF THESE PLANS /.fAY
HAVE CHANGED DUE TO REPRODUCTION.

BASE PLAN FRON WILSON, /.1/llER, BARTON, SOLL & PEEK, I/IC
PLANS DATED NAY, 1990.
AERIAL TAKEN FRON COLUER COUNTY
DATE: 2020		
		CDD						
		
PAVEMENT	MARKING	AND SlGNAGE	PLAN	-	PHASE	2		

PENSACOLA	"'
FORT \'/ALTON
BEACH			
A DETAILED INDEX APPEARS ON THE
KEY SHEET OF EACH CONPONENT								

INDEX OF ROADWAY PLANS		WH][SKEY CREEK DR][VE						
SHEET  NO.	SHEET  DESCRIPTION							FT PIERCE	
I	TITLE SHEET
2	GENERAL NOTES							J'lll/AU,!	
3	KEY   SHEET							FT LAUDHWALE	
4 & 5	PAVEMENT MARKING  & SIGNAGE  PLANS							MIAf.11	
6	MAINTENANCE OF TRAFFIC								

0	

1500	

30.00			
				FEET				

REVISIONS:							
DATE OF PLANS
01/03/2022	FISCAL
l1':4R	SHEET
NO.	
	2022		

GENERAL NOTES	TRAFFIC CONTROL NOTES;
,.    ALL £1.EVAnONS REFm TO THE NAnONAL GEODETIC vmnw DATUM (N.G.V.D.) - 1929. FOR NORTH	1. THE IMPLEMENTAnON OF' THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE AMERICAN vmnw DATUM (N.A.V.D.) - 1988 CONVERSION, SUBrRACT I.JI' FROM (N.G.V.D.)		MANUAL OF' UNIFORM TRAFFIC CONTROL DEVICES (Ml./1'CD PART VI, TRAF'FIC CONTROLS FOR STREET' AND HIGHWAY
£1.EVAnON. THE RECORD DRAWINGS SHALL REHRENCf: THE NORTH AMERICAN vmnw DATUM	CONSmucnoN, AS REVISED TO DATE), FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDmONAL
(N.A.V.D.) -   1988,	INFORIMnON, REFER TO THE STATE OF Fl.OR/QA DEPARTMENT OF' TRAl'{SPORTAnON BOOKLET' "DESIGN STANDARDS"
DATED JULY 2020 INDEX 102.
2. IT IS THE CONTRACTOR'S RESPONS/BIUTY TO REPLACE ANY EXlsnNG LANOSC.AP/NG (I.E. SOD, BUSHES,
mrrs, UC.) AND SPRINKLER PIPE. SPRINKLER HEADS, FENCING AND ALL IDENTIFIED IMPROVEMENTS	2. WHERE "FlAGGER" AND "WORKER" SIGNS ARE USED, THE SIGNS SHALL BE COVcRED OR REMOVcD DURING PERIODS THAT /MY H-11-F TO BE REMOVED OR H-11-f' BEEN 00/AGED OR INJURED DURING CONsmucnoN, NOT		WHEN CONSmucnON OPERAnoNS ARE SUSPENDED SUCH AS NIGHTS, WEEKENDS OR HOUDAYS.
IDENTIFIED TO BE REMOVED BY unUTY OR SIDEW.AJ.J< IMPROVEMENT.
CONTRACTOR TO REPLACE OR REPAIR ANY £WMGED PROPERTY OR IMPROVEMENTS TO A CONDmON	J. PLACEMEHT OF ALL CONST'RUCnON SIGNS SHALL BE Flf.l.D LOCATED IN SUCH A WAY THAT WILL AVOID OBST'RUCnON EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONsmucnoN. CONTRACTOR MUST COMPLY WITH		OF' OR CONFl.lCT WITH EXlsnNG SIGNS.
ALL PROVISIONS OF Fl.OR/DA STATUTE: 556, THE UNDERGROUND FACIUTY lWMGE PRE.YfN110N ANO
SNFTY ACT.	4. ONE m.ll'El. LANE SHALL BE KEPT OPEN FOR EACH 0/RECnDN WITHIN THE WORK AREA THROUGHOUT THE OURAnON OF' CONSTRUcnoN, EXCEPT WHEN A LANE CLOSURE OR DETOUR IS PERMITTED. WHEN DETOURS ARE
J. IT IS THE CONrRACTVR'S RESPONSIB/UTY TO Flf.l.D LOCATE, VcR/FY ANO PROTECT ANY EXISnNG	ESTABUSHED, RCWIWAY SHALL BE MADE AVAII.ABI.£ FOR LOCAL TRAmC AS NEEDED.	LEGEND
5.    THE  MINIMUM  WIDTH  OF' ANY  m.ll'El.  LANE AT ANY  nME SHALL  BE  10  FcET.	1'	Fil£ IMlRNIT -y	  -_,.-,.,-._	QISHIPIPE
ununES.

lWMGE TO EXISnNG ununES ANO PROPERTY DURING CONSrRUCnON SHALL BE REPAIRED AND/OR	6. THE CONrRACTOR SHALL PH-ISE HIS CONSTRUcnoN OPERAnONS IN SUCH A WAY THAT WILL MAINTAIN EXISnNG
REPLACED AT CONrRACTVRS EXPENSE.	ACCESS TO ALL SIDE SffiEET ANO ORMWArs AT ALL 71MES. A Fl.AGGER SHALL BE USED AT nMES WHEN 2 - WAY	H	WATm VN..VE	WATmloWN
THE CONTRACTVR SHALL COMPLY WITH THE "STATE OF Fl.OR/DA /MN/JAL OF TRAmC CONTROL AND	ACCESS (I.E. LANE Ci.OSURES) TO A SIDE STREET' IS NOT PROVIDED. ro DIRECT YEH/Ci.ES El'lTERING OR EX/snNG	y	WATm METEII	-$1QW-	FORCE loWN
SAFE PRACnCES FOR smm	ANO HIGHWAY CONsmucnON, MAINTENANCE, AND unUTY OPERAnONS"	THE SIDE STREET. AD0/110NAL Fl.AGGERS A«Y BE NECESS'RY WHEN WORK ZONE INCLUDES A SIDE STREET.
WITH THE "MANUAL ON UNIFORM TRAmC CONTROL DEVICES AND WITH THE CITY OF MARCO ISLAND	' et.OW OFF	--- STORW DRAIN
DOT STANDARDS.  CONTRACTOR IS RESPONSl8l£ FOR PREPARATION OF, AND COMPl,,JANC	NI!. REL£>SE VN..VE	-ra.tffl(M	BUAIED ID.EPHOHE CASl£
WITU  MAINTENAN Of  UWf/C PLANS FQR ALL  WORK	I f-	12'    TO  EDGE  -j	I	..+.
OF PAVEMENT	1=11	R£DUCOI	BUAIED El.£CTRIC CAlll£
DRMWAYS, S/DEW.AJ.J<S, AND OTHER RIGHT-OF-WAY OR FASEMEHT ENCROACHMENTS SHALL BE	22 1/'Z 8Di)	,,._IY	BUAIED TELlVISION CHllE
RESTORED EQUAL TO PRE-CONsmucnoN CONDmONS OR BETTER ANO ro THE st.nsFACnoN OF THE
ENG/NffR, EXCEPT AS NOTED ON THE /i'allOWAY PiANS.	6"X6"X12'  No.  2  PT	46" 8Di)	FENCE
THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF Fl.OR/DA STATUTE: 556, THE UNDERGROUND	GROUND CORNER OF POST	'&	00" 8Di)	£DOE Of PAYDIEKJ'
FACIUTY lWMGE' PRE.YfN110N AND SAFUY ACT. ANO THE CITY OF MARCO ISLAND unUTY
DEPARTMENT STANDARD DETAILS ANO SPEC/FICAnONS. IN THE EVENT OF CONFl.lCT 8ETWffN THE	W/   PVC SLEEVE AND TOP TO	l!!t	TEE	F1U Of/IV,CI( Of C\lRII
COUNTY ununES	MATCH EXISTING SIGNS	W1-5	0
STANDARDS IMNUAL AND THIS ACT, THE MORE Sffi/NGENT REQUIREMENT SHALL APPLY.	CROSS	RIOIIT Of WAY
PAINT HUNTER GREEN
THE CONTRACTOR SHALL PROTECT ALL mrrs AND IRRIGAnON SYSTEM DURING CONST'RUCnON.	I	PUIO	£ASDIEllT
CONTRACTOR SHALL PERFORM ALL HIS WORK WITHIN THE EASEMENTS OR RIGHT-OF-WAYS.	12::J	IIITER£D END SEC'l10H	SID£1WJ(
ALL DISTURBED AREAS WITH GROUND covm SHALL RECETYF: SOLID SOD EQUAL TO PRE-EXISnNG	---D-D--	SI.T FENCE
covm OR AT A MINIMUM BAHIA SOD, EXCEPT AS NOTED ON THE /i'allOWAY PiANS. CONTRACTOR IS
RESPONSIBLE FOR MOWING AND MAINTENANCf: OF' THE RESTORED GROUND covm UNnL SUBST/WTW..	 	AIHIB IAIIQN i	
COMPLEnON.
ANCHOR SIGNAGE TO POST_,,,.,,----	1125	Al	AER.\Tm IHA.UENT STAIIDAAOS INSTTT\/TE	IHV	INVERT  QlWJIY
ANSI   AMERICAN W.TIOIW.	IQ	IRRIGATION
WITH MIN. 2-3/8"  S.S. BOLTS	N'T	APN!TMENT	L	LEFT OF CENIDIUHE
f,R{	AIR REI.EASE VN..VE	LBE	IANOSCAPE BUFFER  E'ASEMEKT
NSf'T   AER.\Tm SWDGE FEED TANK	lF	UNEAAFm
M.P.H.	ASlfT  AER.\Tm SWDGE HOlDIHG TANK	Ul	IANE
ASTM   AMERlCAH soa£1Y FOR TESlllO »ID W.TERW.	IMX	IMXIMUII
W13-1P	AVE	AVENUE	IIH	MAHHO!£
A'lf«A  AMERICAN WATm WORKS ASSOCl'.llOH	MIN	MINIMUM
BE	BURIED EllCTRIC	MJ	MECHANICAL JOINT
BLVD    90Ul.£VARO	MlP	METN.. UGllT POI£
:GL	SO.SE UNE	HO.	HUMBER
BENCH 1.11.RK	HIS	HOT TO sc,qe:
4.0'	BT	BURIED  TELEPHONE	-08G	OPTIOtlN..	GROUP
CcAc	AS8ESTOS  CEMENT	DC'°	PROflLE  GRADE  UNE
fN	Blmmfl.Y VN..VE	OH CENTER EACH WAY
L--.-11-T---	Cl	CENTER TO CENTER	PL	PUCE
CAST IRON	POWER POI£ WOOD
CL	CIASS/ctmrnUHE	PPC	POWER POI£ CONCRETE
CLY	CIAY	PSI	PER SQI/AAE INCH
co	Cl.fANOUT	PVC	POl.'IVINYL CHLORIDE
COIIC  CONCRETE	PVMT   PAVEMENT
CORP.  CORPORAllON	R	RIGKT Of CfNTERUNE
CP	CONTROL PANEL	RAS	RETVRN i\CllVATm SLUDGE
CT	COURT	RCP	REINFORCED CONCRETE PIPE
CTS	COPPER lUBE Sil£	RD	R<Wl
CUE	COWEil UTILITY E'ASEMENT	RED.	REDUCEll
DFM	DRNNAGE FORCE WJN	REQD   REQUIRED
0.1.P,  DUCTILE IRON PIPE	RMJ	RESJRAIHED MECHANICAL J<XNT
CONCRETE FOUNDATION	/	DIA	DW.IErnl	rr«f'J:Jliw. RIGKT Of WAY DR	DR DIMENSION RA110		SCD	SANITNCf
18"   DIA. X 3' -6"	DEEP	/	DRH	ORN	SCH	SCRUBBER DUCT
ESIIT   E'ASEMENT	sco	SCHEDULE
SLOPE TOP	El.EV   El..EVAllOH	SEWER Cl£AIIOIJT
EDP	EDGE OF PAVEMENT	SOR	STANDAAD DIMENSION RATIO
EQ	EQ\WJZATION	SHC	SODIUM HYPOCHLORITE
SIGN DETAIL	EX	EXISTING	SMH	SANITNCf MANHOLE
FfE	FlNISH FtOOR ELEVATION	ss	SANITNCf SEWER/STAINLESS SlilL
NTS		FM	FORCE WJH	ST	STREET FDOT  Fl.ORIM DEPN!TMENT Of TRAHSPORTAllOH	ST"	STAllOH
FT	Fm	SW	SOI.VENT WELD
fLG	FV,NGED PIPE FlTTIHG	SW	SOE'lt',IU(
ro	FlBER OPTIC	TCE	TEMPORAKI' CONS!RUCllON E'ASEMENT
GAI.V  GAI.VANIZED	TYP	TYPICAi..
GO	GRAVITY DRAIN	UE	UNDERGROUND EllClRIC
<N	Gf\TE VN..VE	VCP	VITRIFlED CIAY PIPE
HOPE  HIGH-DENSITYPOI.YET!M..ENE	W/>S	WASTE i\CllVATm SLUDGE
WM	WAlER MErnl/WATm  WJH

DRAWING CURRENT AS OF: 12/31/21	
			KEY MARCO
COD	DAVID SCHMITT, P.E.
IA	'·l=		P.E. NO.: 41671 HOLE MONTES, INC.
HO'--	950 ENCORE WAY
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700-1-11	SINGLE POST SIGN, W1-5 W/ W13-P1	2	EA	
706-1-3	RAISED PAVEMENT MARKERS	200	EA	

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DO NOT SlOP ON TRACKS

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15'  Clear  (Typ., Eac/1 Side)	•I  Work Area
..--·/	//j	//	//	.//
·//

E. tended Buffer Space
X	50' to  JOO'	Tangent	50' to JOO'
rfg t.sh1 f'fJ
========================TEMPORARY   RAILROAD  CROSSING  BUFFER  SPACE  EXTENSION========================
(S V/20-7A 3)	v	_
ee Note	120  4	W21-5a

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/	Shifted Lane (/I' /./in.)

 	375'	X	r[J	X	i(]	X	X
t	Cont.
··< /	-::.. /.•	./.>·	...-··>:: :>	//>	.b/Lf;<. i	./ :-<,/"	Layout
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q	Work Area	/	Edge of Existing Travel Lane (Typ.}
_/::: :: -/	_.--<>;:./	-  .-·· -	.,/_/-_..-·
/./_/'	//./	.--·<>::;/·
8	B	\	Edge of  Existing Paved  Slloulder  (Typ.)
X	50' to JOO'	Tangent	50' to JOO'
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=======================TEMPORARY LANE  SHIFT  TO  SHOULDER  WHEN WORK  AREA  ENCROACHES ON THE  CENTERLINE=======================

SYMBOLS:	ALL  MAINTENANCE OF TRAFFIC SHALL BE	TWO-LANE, TWO WAY
Work Area	IN ACCORDANCE  WITH GENERAL INFORMATION	WORK WITHIN THE TRAVEL WAY
Channelizing Device (See Index 102-600)	FOR TRAFFIC  CONTROL THROUGH  WORK ZONES	FY 2021-22 STANDARD  PLANS
FY 2021-22 STANDARD PLANS
O	l'lork  Zone  Sign	INDEX  102-600E	INDEX   102-603
Lane Identification and Direction of Traffic	SHEETS  1 THRU 11	SHEET  2 OF 2
D	Flagger

SPECIAL  CONDITIONS
DRAYnNG CURRENT AS OF: 12/31/21	
			KEY MARCO COD	·I:	DAVID SCHMITT, P.E.
HIVI;	P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
HOLE MONTES	NAPLES, FL. 34110
NJ I.IJXM UKtil> t..-;:;jli.J'\:}-:	CERTIFICATE OF AUTHORIZATION No.1772	MAINTENANCE OF TRAFFIC	CID Ill  KAM£,	I DRAMIO NO.:
BASE	

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11:53 AM	Key Marco Community Development District
02/07/22	Balance Sheet
Accrual Basis	As of September 30, 2021

Sep 30, 21

ASSETS
Current Assets Checking/Savings		
Fifth Third Money Market	460,025.94	
Fifth Third Public Fund	330,000.28	
Total Checking/Savings	790,026.22	
Other Current Assets		
Prepaid Expenses	3,705.95	
Total Other Current Assets	3,705.95	
Total Current Assets	793,732.17	
TOTAL ASSETS	793,732.17	
LIABILITIES & EQUITY		
Liabilities
Current Liabilities
Other Current Liabilities Deposits and Prepaid Items	

3,705.95	
Total Other Current Liabilities	3,705.95	
Total Current Liabilities	3,705.95	
Total Liabilities	3,705.95	
Equity		
Opening Balance Equity	813,660.58	
Retained Earnings	3,781.44	
Supspense Account	-4,425.48	
Unassigned Fund Balance	-899.11	
Net Income	-22,091.21	
Total Equity	790,026.22	
TOTAL LIABILITIES & EQUITY	793,732.17	

Page 1

12:30 PM
02/07/22
Accrual Basis	Key Marco Community Development District
Profit & Loss
September 2021		
		
Sep 21			
	Income
Interest Income		
33.10		
	Road Use Fee Revenue		283.83		
	Total Income		316.93		
	Gross Profit		316.93		
	Expense
ADMINISTRATION
Attorney Fees	

600.50			
	Insurances	620.00			
	Legal Advertising	700.00			
	Management Fees	4,583.00			
	Rentals & Leases	50.00			

Total ADMINISTRATION
CAPITAL EXPENDITURES & PROJECTS	6,553.50	
Roads	2,300.00	
Total CAPITAL EXPENDITURES & PROJECTS	2,300.00	
Total Expense	8,853.50	
Net Income	-8,536.57	

Page 1

12:06 PM	Key Marco Community Development District
02/07/22	Balance Sheet
Accrual Basis	As of December 31, 2021

Dec 31, 21

ASSETS
Current Assets Checking/Savings		
Fifth Third Money Market	460,037.52	
Fifth Third Public Fund	432,214.34	
Total Checking/Savings	892,251.86	
Other Current Assets		
Prepaid Expenses	3,705.95	
Total Other Current Assets	3,705.95	
Total Current Assets	895,957.81	
TOTAL ASSETS	895,957.81	
LIABILITIES & EQUITY		
Liabilities
Current Liabilities
Other Current Liabilities Deposits and Prepaid Items	

3,705.95	
Total Other Current Liabilities	3,705.95	
Total Current Liabilities	3,705.95	
Total Liabilities	3,705.95	
Equity		
Opening Balance Equity	813,660.58	
Retained Earnings	-18,309.77	
Supspense Account	-4,425.48	
Unassigned Fund Balance	-899.11	
Net Income	102,225.64	
Total Equity	892,251.86	
TOTAL LIABILITIES & EQUITY	895,957.81	

Page 1

12:08 PM	Key Marco Community Development District
02/07/22	Profit & Loss
Accrual Basis	December 2021

Dec 21
Income
Interest Income	38.44
Maintenance Assessements (4%)	-4,370.00
Maintenance Assessments - Levy	112,100.00 Road Use Fee Revenue		746.55
Total Income	108,514.99

Gross Profit	108,514.99
Expense
ADMINISTRATION
Assessment Rolls	1,000.00	
Management Fees	4,583.00	
Property Tax Collector (2%)	2,154.60	
Supervisor Expenses	122.79	
Total ADMINISTRATION	
7,860.39	
Total Expense	7,860.39	
Net Income	100,654.60	

Page 1

HMt

HOLEMONTES
U !Wlww»IIJ.OUTICISll'IJ.'I\USI
950 Encore Way · Naples, Florida 34110 · Phone 239.254.2000 · Fax: 239.254.2099

February 7, 2022

Key Marco Community Development District c/o Katie Maline
505 Whiskey Creek Drive Marco Island FL 34145

RE:		ENGINEERING SERVICES- WHISKEY CREEK BRIDGE COATING EVALUATION  & RECOMMENDATIONS KEY MARCO COMMUNITY DEVELOPMENT DISTRICT WORK AUTHORIZATION No. 4
HM File No. 2020.021

Dear Ms. Maline:

We are pleased to submit this proposal for the Whiskey Creek Bridge Coating Evaluation & Recommendations. The Whiskey Creek Bridge was constructed in approximately 1994 and spans the Blue Hill Creek. The bridge has 13 spans with a total length of 500 feet(+/-). It has approaches on both ends with railings for a total length of 605 feet. The railings on the bridge consist of three 6-inch pipes spanning between masonry supports. The railings originally had a powder coat finish and have been subsequently painted. The paint coating has faded and is peeling off in numerous locations. The railings are now in need of recoating.

We have met with Brad Ervans (Service Contracting Solutions) onsite to examine the railings. Service Contracting Solutions specializes in heavy industrial and commercial coating systems. Brad indicated that the multiple coatings previously applied need to be reviewed in regards to surface preparation along with potential coating systems. These could range from new paint type coatings to the use of wraps on the railings.

We propose the following Scope of Service.
Site Railing Evaluation: The railings will be tested with various coating removal products to determine their ability to remove the deteriorated coating. Various primers and coating systems will then be field test applied to determine which system may be most appropriate for application at the site.
Prepare brief memorandum of the evaluation with budget costs and recommendations.
Based on review by the Board, a coating specification will be developed to assist in bidding the proposed work.

We will utilize Brad Ervans and Service Contracting Solutions for the evaluation and preparation of a coating specification. We will prepare the memorandum and present it to the Board.

We propose a not to exceed budget of $7,000.00. We will provide our services on a time and material basis and will not exceed the total estimated budget without COD approval.

ll:1202012020021\WORK AUTIIORIZATION\20220207 km FINAL Engineering Svcs Whiskey Creek Bridge Coaling llr.docx
Naples · Fort Myers

Katie Maline Key Marco COD February 7, 2022
Page 2

We anticipate a 90-day schedule to complete the evaluation and the report and to complete the coating specification.

If you have any questions or need additional information, please contact me. Sincerely,
TES,lNC.

David W. Schmitt, P.E. Vice President

DWS:dlh

ll:1202012020021\WORK AITTIIORIZATION\20220207 km FINAL Engineering Svcs Whiskey Creek Bridge Coating l1r.docx

HOLE MONTES PROPOSAL FOR
ENGINEERING SERVICES WHISKEY CREEK BRIDGE COATING EVALUATION & RECOMMENDATION
KEY MARCO COMMUNITY DEVELOPMENT DISTRICT

Refer to Hole Montes Proposal dated February 7, 2022

Engineer Engineer Engineer  Tech
Vlll		Vll		VJ		IV	Total    Subconsutlan      TOTAL AclMty Description	 	$195	$185	$160	$75	Hours	Other	COST 
1 Onsite Evaluation	2	2		4	$5,000	$5,690	
2 Memorandum	2	2	2	6		$840	
3    Specification Preparation	 	2	1	3	$445 
0	4	2	3	9	$6,975

H:\202012020021\WORK AUTiiORtZATION\20220207 km DRAFT Whi5key Creek Bridge Coating spreadsheet.xlsx

WORK AUTHORIZATION NO. 4
KEY MARCO COMMUNITY DEVELOPMENT DISTRICT AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES
Dated February 7, 2022

This Work Authorization  is for professional services for work known as: Project Name: Whiskey Creek Bridge Coating Evaluation & Recommendations Engineer Code: 2020.021
The work is specified in the proposal dated February 7, 2022 which is attached hereto and made a part of this Work Authorization. In accordance with Terms and Conditions of the Agreement referenced above, this Work Authorization is assigned to: Hole Montes, Inc.

Scope of Work: As detailed in the attached proposal and the following: See attached proposal.

Schedule of Work: Complete work within 90 days from the date of authorization. The Engineer agrees that any Work Authorization that extends beyond the expiration date of Master Agreement will survive and remain subject to the terms and conditions of that Agreement until the completion or termination of this Work Authorization.

Compensation: In accordance with the Agreement referenced above, the District will compensate the Firm in accordance with following method(s): D Negotiated Lump Sum (NLS) D Lump Sum Plus Reimbursable Costs (LS+RC) [8J Time & Material (T&M) [8J Cost Plus Fixed Fee (CPFF),
as provided in the attached proposal.

TOTAL FEE	$7,000.00

Authorization

Key Marco Community Development District

Attest:	By:

Assistant Secretary/Treasurer		Chair Date

Hole Mo

y

A Florid".A1,;or.PPOOtlOn

By:

Name: PA'('tO	W. s.c.11t11 lTI

Title: \)\ c.E. ?tZE •P t:-1'-t t
Date: Z\ -r I 2 o 'Z.:-z....

Exhibit A: Proposal dated February 7, 2022