HEX Final Decision #2026-27HEX NO. 2026-27
HEARING EXAMINER DECISION
DATE OF HEARING.
March 26, 2026
PETITION.
Petition No. BD-PL20240005463 - HUNTERS DOCK - 267 3rd Street West - Request for a 28-
foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section
5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100
feet in width, to allow a boat docking facility protruding a total of 48 feet into a waterway that is
446± feet wide, within a Residential Single-Family-4 (RSF-4) zoning district, pursuant to LDC
Section 5.03.06.H. The subject property is located at 267 3rd Street West, also described as Lot
17, Block G, Little Hickory Shores, Unit 3 Replat subdivision, in Section 5, Township 48 South,
Range 25 East, Collier County, Florida.
GENERAL PURPOSE FOR THE PETITION.
The request is for a boat dock extension on a very small .02-acre unimproved parcel, located within
a Residential Single Family-4 (RSF-4) zoning district, commonly referred to as a "boat dock lot"
to construct a finger pier with two slips, one on each side, with boatlifts for two 38.3-foot vessels.
The finger pier will protrude 45 feet into the waterway and the vessels' outboard engines are
anticipated to extend 3 feet beyond the fixed dock for a total combined vessel/dock protrusion of
48 feet.
STAFF RECOMMENDATION.
Approval with conditions.
FINDINGS.
The Hearing Examiner has jurisdiction over this Petitioner pursuant to Sec. 2-87(4) of the
Collier County Code of Ordinances, Sec. 8.10.00 of the Land Development Code, and Chapter
9 of the County Administrative Code.
2. The public hearing for this Petition was properly noticed and conducted in accordance with all
County and state requirements.
3. The public hearing was conducted electronically and in -person in accordance with
Emergency/Executive Order 2020-04.
4. The public hearing was conducted in the following manner: the County Staff presented the
Petition followed by the Petitioner and/or Petitioner's representative, public comment and then
Page 1 of 7
rebuttal by the Petitioner and/or Petitioner's representative. There were no objections from the
public at the public hearing.
5. The Hearing Examiner disclosed having reviewed the record for the petition and having no ex
parte communications.
6. In accordance with LDC Section 5.03.06.H., the Collier County Hearing Examiner shall
approve, approve with conditions, or deny a dock facility extension request based on certain
criteria. In order for the Hearing Examiner to approve this request, at least four of the five
primary criteria and four of the six secondary criteria must be met.1
Primary Criteria:
1. Whether the number of dock facilities and/or boat slips proposed is appropriate
in relation to the waterfront length, location, upland land use and zoning of the
subject property. Consideration should be made of property on unbridged barrier
islands, where vessels are the primary means of transportation to and from the
property. (The number should be appropriate; typical single-family use should be
no more than two slips; typical multi -family use should be one slip per dwelling
unit; in the case of unbridged barrier island docks, additional slips may be
appropriate.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The subject property has been approved for residential dock facilities by
means of Resolution No. 1987-260; therefore, this criterion allows up to two slips. The
proposed dock facility comprises a finger pier with two slips, each with a boatlift, for
two 38.3 foot vessels.
2. Whether the water depth at the proposed site is so shallow that a vessel of the
general length, type, and draft as that described in the petitioner's application is
unable to launch or moor at mean low tide (MLT). (The petitioner's application
and survey should establish that the water depth is too shallow to allow launching
and mooring of the vessel(s) described without an extension.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "The water depth at the site is too shallow
for the owner's boats. The attached specifications of the Fountain 38 SC boat state that
the hull draft is 2.6 feet with the engines down. The boat lifts' cradles require an
additional 1.5 feet. The Mean Low Water Line (MLWL) at mean low tide is -0.58 feet,
which will not allow enough depth for the boats. At the MLWL, the rip -rap would be
exposed, making docking the boat impractical. Also, the lot size and surrounding area
will not allow for a different layout of the dock facility. Please see attached site plan
and survey of the water depths for more information. " County Staff concurred.
'The Hearing Examiner's findings are italicized.
Page 2 of 7
3. Whether the proposed dock facility may have an adverse impact on navigation
within an adjacent marked or charted navigable channel. (The facility should not
intrude into any marked or charted navigable channel thus impeding vessel traffic
in the channel.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "The waterway at the proposed dock
location does not have navigable marked channels. The distance to the opposite shore
is approximately 446feet, resulting in a dockprotrusion of about 10.801o, which is under
the 25% guideline. This dock will extend less than other docks at the same facility.
Based on these factors, the proposed dock will not impact navigation within the
channel. " Staff confirmed that no marked channels exist at this location and therefore
concurred with applicant's agent.
4. Whether the proposed dock facility protrudes no more than 25 percent of the
width of the waterway and whether a minimum of 50 percent of the waterway
width between dock facilities on either side is maintained for navigability. (The
facility should maintain the required percentages.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "Based upon the survey, the waterway
measurement at the most restrictive is approximately 446 ft at the dock facility. The
dock and boats would extend approximately 48 feet, which constitutes a protrusion of
under 10.8%, which is less than the permissible limit of 25% into the waterway.
Therefore, the current navigability is preserved. Please note that the opposite shoreline
is a designated reserve without any dock protrusions. Therefore, the overall
navigational area would be just under 400 feet. " County Staff concurred.
5. Whether the proposed location and design of the dock facility is such that the
facility would not interfere with the use of neighboring docks. (The facility should
not interfere with the use of legally permitted neighboring docks.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "The proposed dock would not interfere
with the use of neighboring docks, as the proposed dock will be in line with neighbors'
docks. Neighboring docks have the same or greater protrusion into the waterway,
which means the proposed dock will not interfere with their navigation. " County Staff
concurred.
Secondary Criteria:
1. Whether there are special conditions not involving water depth, related to the
subject property or waterway, that justify the proposed dimensions and location
of the proposed dock facility. (There must be at least one special condition related
to the property; these may include type of shoreline reinforcement, shoreline
configuration, mangrove growth, or seagrass beds.)
Page 3 of 7
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "The dock has been placed at the proposed
location primarily so that the dock would confirm to the general layout of the docking
facilities around it. At its current location, the dock allows the boat to back out and
enter the waterway without interfering with the mangroves and other natural growth
in the estuary. Please refer to page 4 of the site plan for waterway measurements at
critical points. The proposed layout does not interfere with Mangroves or seagrass
beds. (please see Marine Resource Survey's summary of findings). " County Staff
concurred and adds that Resolution 1987-260, which approved specified lots for boat
dock use, is itself a special condition to be considered.
2. Whether the proposed dock facility would allow reasonable, safe access to the
vessel for loading/unloading and routine maintenance, without the use of excessive
deck area not directly related to these functions. (The facility should not use
excessive deck area.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "The proposed dock will allow safe and
reasonable access to the boats. The finger pier is 50 feet long and 3 feet wide. These
dimensions are not excessive but rather typical for the dock's intended use. In fact, we
more often see a 4-foot-wide access pier, which is wider than the proposed dock. "
County Staff concurred that there is no excessive decking and that a 3-foot width should
be adequate to allow for safe access and routine maintenance.
3. For single-family dock facilities, whether the length of the vessel or vessels in
combination described by the petitioner exceeds 50 percent of the subject
property's linear waterfront footage. (The applicable maximum percentage
should be maintained.)
The record evidence and testimony from the public hearing reflects that this criterion
has not been met. The applicant's agent stated: "not applicable as this is not a single-
family dock facility, the lot is only 30 feet wide and designed and permitted to hold a
docking facility. " Staff contended that the criterion is applicable as this is a residential
dock facility; however, it notes that the subject property is legally nonconforming with
respect to both lot area and lot width. Additionally, the use has been permitted by
means of Resolution No. 1987-260.
4. Whether the proposed facility would have a major impact on the waterfront view
of neighboring property owners. (The facility should not have a major impact on
the view of a neighboring property owner.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated.• "The new dock will not have a major
impact on the waterfront view of the neighboring property owners. To the north and
south, there are other docking facilities. " County Staff concurred.
Page 4 of 7
5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass
beds are present, compliance with subsection 5.03.06.J of the LDC must be
demonstrated.)
The record evidence and testimony from the public hearing reflects that this criterion
has been met. The applicant's agent stated: "Please refer to the Marine Resource
Survey Biologists observed zero sea -grass resources present. " County Staff concurred.
6. Whether the proposed dock facility is subject to the manatee protection
requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance
with section 5.03.06(E)(11) must be demonstrated.
The record evidence and testimony from the public hearing reflects that this criterion
is not applicable. The applicant's agent stated: "This item is not applicable for this
dock as the Collier County Manatee Protection Plan does not apply. The site is not
located within Port of the Islands and is therefore not required to follow this code. "
County Staff concurred.
ENVIRONMENTAL EVALUATION.
The record evidence and testimony from the public hearing reflects that Environmental Planning
Staff has reviewed this petition and has no objection to the granting of this request. The property
is located adjacent to Little Hickory Bay, a natural water body. The proposed docking facilities
will be constructed waterward of a rip rap shoreline. The shoreline contains mangroves, and the
proposed dock will not impact the existing mangroves. A survey provided by the applicant found
no submerged resources within 200 feet of the proposed docking facility.
This project does not require an Environmental Advisory Council (EAC) review because it does
not fall within the EA scope of land development project reviews as identified in Chapter 2,
Article VIII, Division 23, Section 2-1193 of the Collier County Code of Laws and Ordinances.
ANA1,VCTC
The subject property is an unimproved 0.02-acre parcel, located within a Residential Single
Family-4 (RSF-4) zoning district, commonly referred to as a "boat dock lot." The parcel is too
small to accommodate the minimum square -foot house and setback requirements of the zoning
district, as was acknowledged by the Board of County Commissioners when they approved a
Provisional Use (NKA: Conditional Use) permitting docks without a principal use on the property
described as: "Lots 1 through 23, Block G, Little Hickory Shores, Unit #3, as recorded in Plat
Book 6, Page 2, Official Records of Collier County, Florida." related to Petition No. PU-87-17C.
The applicant now desires to construct a finger pier with two slips, one on each side, with boatlifts
for two 38.3-foot vessels. The finger pier will protrude 45 feet into the waterway from the MHWL,
which has been determined to be the most restrictive point. The vessels' outboard engines are
anticipated to extend 3 feet beyond the fixed dock for a total combined vessel/dock protrusion of
48 feet. The waterway is 446 to 450 feet from MHWL to MHWL with no docks anticipated on the
Page 5 of 7
opposite shore. The subject property has 30 feet of water frontage, which would typically require
a 7.5-foot setback on each side; however, the subject property was one of several included in a
Variance request that reduced side setbacks to zero.
The Hearing Examiner concludes that there is enough competent, substantial evidence based on
the review of the record that includes the Petition, application, exhibits, the County's staff report,
and comments and testimony from the Petitioner and/or their representative(s), County staff and
anyone from the public, to approve the Petition for the boat dock. The boat dock petition meets 5
of the 5 primary criteria and 4 of the 6 secondary criteria with one criterion not being applicable.
The criteria are set forth in Section 5.03.06.H of the Land Development Code.
DECISION.
The Hearing Examiner hereby APPROVES Petition Number BD-PL20240005463, filed by Birgitt
Dagge of Overall Marine Services LLC, representing the owner/applicant Hunters Downtown
LLC, with respect to the property described as located at 267 3rd Street West and is legally
described as Lot 17, Block G, Replat of Unit No. 3, Little Hickory Shores, according to the Plat
thereof as Recorded in Plat Book 6, Page 2, of the Public Records of Collier County, Florida, in
Section 5, Township 48 South, Range 25 East„ Collier County, Florida, for the following:
• To allow a 28-foot boat dock extension from the maximum permitted protrusion of 20 feet
allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for
waterways greater than 100 feet in width, to allow a boat docking facility protruding a total
of 48 feet into a waterway that is 446± feet wide, pursuant to LDC Section 5.03.06.H.
Said changes are fully described in the Proposed Dock Facility and Site Plan attached as Exhibit
"A" and the Survey Sketch of Survey attached as Exhibit "B", and are subject to the condition(s)
set forth below.
ATTACHMENTS.
Exhibit A — Proposed Dock Facility and Site Plan
Exhibit B — Survey Sketch of Survey
LEGAL DESCRIPTION.
The subject property is located at 267 3rd Street West and is legally described as Lot 17, Block G,
Replat of Unit No. 3, Little Hickory Shores, according to the Plat thereof as Recorded in Plat Book
6, Page 2, of the Public Records of Collier County, Florida, in Section 5, Township 48 South,
Range 25 East, Collier County, Florida.
CONDITIONS.
1. Prior to or concurrent with obtaining a building permit for the dock, a Right -of -Way permit
shall be obtained for access improvements to prevent damage to the roadway and drainage
system if not previously obtained (As Per Resolution 1987-260).
Page 6 of 7
2. This dock is private in nature and shall not be used for rental purposes.
3. This dock shall not be used for any commercial purposes, including the mooring of
commercial boats.
4. All other applicable state or federal permits must be obtained before commencement of the
development.
DISCLAIMER.
Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any
way create any rights on the part of the applicant to obtain a permit from a state or federal agency
and does not create any liability on the part of the county for issuance of the permit if the applicant
fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or
undertakes actions that result in a violation of state or federal law.
APPEALS.
This decision becomes effective on the date it is rendered. An appeal of this decision shall be done
in accordance with applicable ordinances, codes and law.
RECORD OF PROCEEDINGS AND EXHIBITS: SEE CLERK OF COURT, MINUTES
AND RECORDS DEPARTMENT. DECISIONS OF THE HEARING EXAMINER FOR
VARIANCES, CONDITIONAL USES, AND BOAT DOCK EXTENSIONS SHALL BE
NOTED ON THE ZONING MAP FOR INFORMATIONAL PURPOSES.
April 22, 2026
Date
Page 7 of 7
Andrew Dickman, Esq., AICP
Hearing Examiner
EXHIBIT "A"
COUNTY AEREAL
Valdosta
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Pensacola • %0---.-,Tallahassee,
Panama
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COLLIER COUNTY
CITY OF BON ITA SPRINGS
267 3rd St West
Bonita Springs FI 34134
SLIP #17
JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
4361 Pine Meadow Lane
Sarasota Florida 34233
(941)320-2278
This item has been digitally signed
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
� Jai
1
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FLORIDA
Bay
Port St
Lucie
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Lehigh ,.Beach
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Pembroke' Hollywood
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Pines
Everglades
N.P.
267 3rd St West Bonita Springs
SCOPE OF WORK: FI 34134, SLIP #17
COPYRIGHT OF O.M.S 2025
DESIGN FOR OVERALL MARINE
SERVICES PERMITTING ONLY
CONTRACTOR MUST
E NOTIFIED
HANG OF
Finger pier 50' X 3' (151SQF) 10 8" Diameter Pilings and 8
10"Diameter pilings for Boat Lifts
2 - 27,000 pound Boat lifts
DRAWN BY: C Rodriguez
SCALE: NTS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
PH: 239-265-2095
Info@overalloutdoorservices.com
..
CUSTOMER NAME
Danny Andrade
SITE ADDRESS
267 3rd St West Bonita Springs FI 3413,
am IL MAC RVM ` PHONE
1st Generation Marine Contractors DATE REVISION D,
07/08/2025 12/22/2025
Office Number: 239-322-2661 Sheet 1 OF 10
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PROTRUSIONS 48'
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JOH N E LUTH E R
267 3rd St West Bonita Springs
COPYRIGHT OF O.M.S 2025 CONTRACTOR MUST
E NOTIFIEDOF
FL PROFESSIONAL ENGINEER
NOTES: FI 34134 , SLIP #17
DESIGN FOR OVERALL MARINE
SERVICES PERMITTING ONLY
ALL WATER DEPTHS AND DREDGE ELEVATIONS
ARE REFERENCED TO MLW
DRAWN BY: C Rodriguez
SCALE: NTS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
Florida PE License #34304
PH: 239-265-2095
4361 Pine Meadow Lane
Info@overalloutdoorservices.com
Sarasota Florida 34233
* APPLICANT OWNED SHORELINE (APPX LF): 30'
CUSTOMER NAME
(941) 320-2278
* WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446'
*
I
This item has been digitally signed
DannyAndrade
SITE ADDRESS
and sealed by John E. Luther PE#
PROPOSED OVERWATER STRUCTURE (APPX SF): 135
_—
- _;i-,
267 3rd St West Bonita Springs FI 34134
seal.
* TIDAL DATUM:
Dms ". C
PHONE
34304 on the date adjacent to the
** MHW (NAND)= 0.30'
� �
Printed copies of this document are
not considered signed and sealed
** MLW (NAVD)=-0.58'
DATE
REVISION DATE
1st Generation Marine Contractors
and the signature must be
9
* TOTAL PROTRUSION FROM MHWL: 48.0'
07/08/2025
12/22/2025
Office Number: 239-322-2661
Sheet
F 1
verified on any electronic copies.
I
LL
3
JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
4361 Pine Meadow Lane
Sarasota Florida 34233
(941)320-2278
This item has been digitally signed
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
I
DO K 45'
FROM VWL\
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267 3rd St West Bonita Springs COPYRIGHT OF O.M.S 2025
SCOPE OF WORK: FI 34134, SLIP #17 DESIGN FOR OVERALL MARINE
SERVICES PERMITTING ONLY
DRAWN BY: C Rodriguez
* ALL WATER DEPTHS AND DREDGE ELEVATIONS PH: 239-265-2095
ARE REFERENCED TO MLW Info@overalloutdoorservices.c
* APPLICANT OWNED SHORELINE (APPX LF): 30'
W
III
CONTRACTOR MUST
BE NOTIFIED OF
ANY CHANGES
SCALE:NTS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
CUSTOMER NAME
* WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446' I Danny Andrade
* PROPOSED OVERWATER STRUCTURE (APPX SF): 135 SITE ADDRESS
* TIDAL DATUM: 267 3rd St West Bonita Springs FI 341
** MHW (NAVD)= 0.30'� PHONE
** MLW (NAVD)=-0.58' DATE REVISION DAT
* TOTAL PROTRUSION FROM MHWL: 48.0' 1st Generation Marine Contractors 07/08/2025 12/22/2025
Office Number: 239-322-2661 t,AAt a C H- 1n
22.0'
I
JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
4361 Pine Meadow Lane
Sarasota Florida 34233
(941)320-2278
This item has been digitally signed
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
I
-DOCK FROM MHWL 45- - -
Notes:
Fully loaded boat draft =2.6'
Boat lift cradle (allowance) = 1.5'
HWL
MHW = 0.3'(NAVD88) TE
MLW =-0.58'(NAVD88)
@Motors
10 11 12 13 14 15 16 17 1
20.0' 28'-
STANDARD 20 FT
PROTRUSION LIMIT LINE
FOR COLLIER COUNTY
MHW=54'
QMotors �
MLW= e
@Motors 2'
m of the o t I 3'
Mot rs down 4'
dlowanc r I 5'
39 40 41 42 43 44 45 46 .47 18 49 50
PRO
267 3rd St West Bonita Springs
COPYRIGHT OF O.M.S 2025
CONTRACTOR MUST
SCOPE OF WORK: FI 34134, SLIP #17
DESIGN FOR OVERALL MARINE
SERVICES PERMITTING ONLY
BE ANYOCHANG OF
* ALL WATER DEPTHS AND DREDGE ELEVATIONS
DRAWN BY: C Rodri uez
SCALE: NTS
PH: 239-265-2095
MEASUREMENTS AND PILING
ARE REFERENCED TO MLW
Info@overalloutdoorservices.com
LOCATION APPROXIMATED
• APPLICANT OWNED SHORELINE (APPX LF): 30'
• WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446'
CUSTOMER NAME
Danny Andrade
• PROPOSED OVERWATER STRUCTURE (APPX SF): 135
-
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ADDRESS
• TIDAL DATUM:
---- ,tf���.SITE
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267 3rd St West Bonita Springs F1 3413,
* MHW (NAVD)= 0.30'
PHONE
MLW (NAVD)=-0.58'
DATE07/08/2025
REVISION DATE
• TOTAL PROTRUSION FROM MHWL: 48.0'
1st Generation Marine Contractors
1 12/22/2025
Office Number: 239-322-2661
1 Sheet
5 OF 10
JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
Sarasota Florida 34233
(941)320-2278
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
NOTES: FI 34134. SLIP #17
"NO SUBMERGED RESOURCES OBSERVED WITHIN 200'
OF PROJECT"
DESIGN FOR OVERALL MARINE
SERVICES PERMITTING ONLY
3RAWN BY: C Rodri uez
239-265-2095
nfo@overalloutdoorservices.con
1st Generation Marine Contract
Office Number: 239-322-266'
CONTRACTOR MUST
BE NOTIFIED OF
ANYCHANGES
SCALE: NTS
MEASUREMENTS AND PILING
1267 3rd St West Bonita SDrinos FI 341341
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JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
4361 Pine Meadow Lane
Sarasota Florida 34233
(941)320-2278
This item has been digitally signed
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
2bI 3ra tit West Bonita Springs
NOTES: FI 34134 SLIP#17
DESIGN OR OVOERALLMARIN5 CBE NOACTOR OUST
SERVICES PERMITTING ONLY ANYCHANGES
"NO SUBMERGED RESOURCES OBSERVED WITHIN 200'
OF PROJECT "
DRAWN BY: C Rodri uez
SCALE: NTS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
Info ova alloutdoorservices.com
@
- -
®�U _ 'Pas
CUSTOMER NAME
Danny Andrade
267 3rd St Wesl Bonita Springs FI 34134
PHONE
1st Generation Marine Contractors
DATE 1 REVISION DATE
07/08/2025 1 12/22/2025
Office Number: 239-322-2661
JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
4361 Pine Meadow Lane
Sarasota Florida 34233
(941)320-2278
This item has been digitally signed
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
SCOPE OF WORK:
LOA specified is 38.3'
Specified LOA plus Motor protrusion = 40.3'
267 3rd St West Bonita Springs COPYRIGHT OF O.M.S 2025
DESIGN FOR OVERALL MARINE
FI 34134, SLIP #17 SERVICES PERMITTING ONLY
CONTRACTOR MUST
BE NOTIFIED OF
ANY CHANGES
SCALE:NTS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
1st Generation Marine Contractors 07/08/2025 12/22/2025
Office Number: 239-322-2661 1 Shppt s nF in
GENERAL NOTES AND MATERIAL
Typical Framing
Plan.
SPECIFICATIONS
Typical Dock Sections
1. STRINGERS -2"X8"IRS 0.60CCAP.T.
WOOD @ 24" O.C. (MAX.) SOUTHERN PINE
Al, 10'Diam \ _De<kng 5/9'=6"weaNeA
#2 GRADE OR BETTER. MAXIMUM 16"O.C.
`
/ 6W—k,
re crnm a Ir" s ka, '
rn/r'aw""E sle'ommeolaro"ewa
SPACING FOR COMPOSITE DECK BOARDS.
/
2"x65evigeis• 2RMa.0.C.
2. PILE CAP - 2"X 8" IRS 0.60 CCA P.T.
—
WOOD (ONE EACH SIDE) SOUTHERN PINE
#2 GRADE OR BETTER.PILE CAP
zmpers Rrpul
{.. SDIR Mk CaDa
H Hwk ,zs/s'ornmmlr:
�HHWL
3. SPACING LARGER THAN 7FT USE
3"X10"
Rbekw MDdllAe
4. IRS OR 2"X 12. R.S
X
5. PILE WRAP- ALL PT WOOD PILES
HkuD
ARE TO BE PRE -WRAPPED WITH A 0.30"
2"W 6'Oas.Orau'M
,r/R ornmewn
HHW np fvom lRabore
�a,exkWHwee
HIGH DENSITY POLYETHYLENE PILE
DerNkma4 Mk set. �- HUE ne E'r e'Cmss-
" on-1. -_ �
MUE line
WRAP. 1' ABOVE MHW & 1' BELOW
kaspea spin
»,
Per Nkmau Dile ut.
MUDLINE.
6. DOCK PILES - 8" 0 2.5 C.C.A. P.T.
WOOD PILE MIN 8'-0" EMBEDMENT
7. LIFT PILES - 8" 0 or 10" 0 2.5 C.C.A.
P.T. WOOD PILE (SEE BOAT LIFT
ENGINEERING CHART). MIN PILE 10'-0"
EMBEDMENT
8. THRU BOLTS - (1) 5/8"0 THRU BOLT
PlerEleMm
Split Pile Cap Scab Board fastened to
@ PILE TO OUTSIDE STRINGER (2) 5/8"0
stringers wt(to)
dsD Nails or Scram
THRU BOLTS @ PILE TO PILE CAP
6.1. ALL BOLTS SHALL BE STAINLESS
e .�ralro—c.
Tv I
I
514'xg'Decidnii J-- -- — -� "—_µ
STEEL (S.S.) UNLESS NOTED OTHERWISE
6.2. ALL OTHER HARDWARE TO BE
'
�SMnger
STAINLESS STEEL
` flc;p
3'-0•Min
Sce6Splice Detail
rlW*
9. DECKING BOARDS - 5/4" X 6"
�R.,.,k..(�=,•sa
MeenH' hWaterLrn ML
Stringer
_ _ z',a g.agccar.l.
WEARDECK OR 1" x 6 COMPOSITE SUCH
AS TREX. PROVIDE 1/2" SPACING
Ose CCA P.T. " a
w�� de in
cab Board
BETWEEN DECK BOARDS.
10. PROVIDE WATER —IMPERVIOUS
par 0
2xex2'-10'(Min)
Split Pik Cap
"
E�erm sotlan Mudlitre
Ie a
MEMBRANE OR VAPOR RETARDER
BETWEEN WOOD AND CONCRETE
Pb Ra"°
Interior
11. CONCRETE ANCHORS TO BE
Pile Embedment _ v_ 1. Stringer to Split Pile Cay CoDnection Detail
Mn e'-0' -i
Stringer
STAINLESS STEEL RED HEAD TURBOLT
WEDGE ANCHORS OR EQUAL
I
12. FINAL LIFT PILES LAYOUT TO BE
-- e.taSpadq—__—
,k
COORDINATED WITH BOAT LIFT SUPPLIER
13. ELECTRICAL WORK BY OTHERS
14. PROVIDE ELECTRICAL HAZARD
SIGNS IN ACCORDANCE WITH THE LATEST
NATIONAL ELECTRIC CODE
15. PLACE "NO MOORING" SIGNS
JOH N E LUTH E R
267 3rd St West Bonita Springs
COPYRIGHT OF O.M.S 2025 CONTRACTOR MUST
DESIGN FOR OVERALL MARINE E NOTIFIED OF
SCOPE OF WORK: FI 34134 , SLIP #17
SERVICES PERMITTING ONLY HANG
FL PROFESSIONAL ENGINEER
Finger pier 50' X 3' 151SQF 10 8" Diameter Pilings and 8
g P � � g
10"Diameter pilings for Boat Lifts
DRAWN BY: C Rodriguez
SCALE: TS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
Florida PE License #34304
PH: 239-265-2095
5-20
4361 Pine Meadow Lane
Info@overalloutdoorservices.Com
Sarasota Florida 34233
CUSTOMER NAME
(941) 320-2278
2 - 27,000 pound Boat lift
Danny Andrade
This item has been digitally signed
ADD RESS
and sealed by John E. Luther PE#
267 3rd St West Bonita Springs FI 34134
seal.
(rttSITE
QO �D•.. 03+,:.
34304 on the date adjacent to the
PHONE
Printed copies of this document are
OW
UK iRVW
DATE
REVISION DATE
not considered signed and sealed
1t Generation Marine Contractors
seneraon arneonracors
and the signature must be
07/08/2025
1 12/22/2025
Office Number: 239-322-2661
verified on any electronic copies.
IMM Quality Boat Lifts
4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES
PLATINUM BOAT LIFT SPECIFICATIONS
ALL SPACING TO CENTER OF PILING
LIFT
CAPACITY
A
B
C
RECOMMENDED
Min. PILE SIZE
4,500 lbs.
132'
120'
178"
8" DIA.
7,000 lbs.
144"
144"
204"
8' DIA.
10,000 Ibs.
144"
150"
208'
8' DIA.
13,000 Ibs.
144"
150"
208"
81 DIA.
16,000 Ibs.
144"
168'
218•
10" DIA.
16,000 XL Ibs.
168"
168'
238•
10" DIA.
20,000 Ibs.
168"
192"
255'
10" DIA.
27,000 Ibs.
192"
192"
272'
10' DIA.
"Cl
r� A �1
STANDARD PILING SPACING
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION P_ BEEN DESIGNED As A NUNN WIND FORCE RESISTING SYSTEM, WITH CPLOIIATED
GRAVIIYAND YAND LOAD5IN COMRUNCF "TH ME FLORDA BUILDING CADS, ERH EDITION. 2023.
CHAPTLES 16120, ADM 2020, AND A5CB5fl 7-22 'MINIMUM DESIGN LOAD5 MD ASSDCIAIED CRITERIA
FOR 51.1 GS AND OTHER STWICIURE' TO W1IH5TAND ME WIND LOA05 A550CIATED WITH M ULTIMATE
WIND SPEED OF 180 MPH, E%POSURE V, W&G11EGORY I. J. L SWBER5, P.E. HAS NO CONTROL OF ME
MWUfACTURING, PERFOKNU-E, OR INST-TON Of MI5 PRODUCT. THESE GENEINC 5PECIMGTION5
WERE ENGINEERED IN ACCOR M W ACC MD ENGINEEWNG PRACTICE WED ON BATH PROVIDED BY
Mf MWUFA UM MI5STRUCMRALREVIEW 15UMITEDTOMEPRIMPRYFRAMINGANDCONNE 00
AND 15 NOT IN1FNDET000VERMfCHMIC&L NU BE RICALCOMPONENTS. THEE5PMFICTION5PRE
BASED ON STRUCTURAL CALCULATION5 TITIED'4 POST BOAT LIFT', MICH WMAIN ADDITIONAL DEIGN
REOUIREMENT5 AND CWEMA AND ARE AVAIVBIE UPON NEOUET. THE BOAT LIFE DEPICTED IN MESS
SPECIM-HON5 AND RELATED-LIATIONS WERE ENGINEERED A5 MANUI-TLRED PRODUCr FOR
NON-5HE 5PEOHC USE AND NOT IM VMV TO COVER SITE 5MICIPIc CONDITION5. NEOUIREMENT3 AND
UMTAITON5 LISTED IN THE STRUMM CALCNATION5.
MI5115M HAS BEEN MGTALLY SIGNED AND SEALED BY J.L. 5WDER5, PE ON ME DATE ADJACENT TO THE
SEAL FRINTW CORE OF MI5 OOLUMEM ARE NOT CONSIDERED 5IGNED MD SEALED AND ME SIGNATURE
MUST BE VERIFIED ON AxY ELECTRONIC COME.
....y5AN0•,-.
f9 Digitally signed by J.L. Sanders
Date:2024.02.01 13:12:00
-05'00'
l.L. Sanders, P.E.
2515 Gn"a Road NW
Mmroe, GA 3065E J.L. SWD N , Datc:
PMro: 239-6]I-I5]5 Reg. Honda No. 66361
NOTE: BOATS SHALL NOT BE STORED ON LIFTS DURING NIGH WIND EVENTS.
UFT CAFACNY
CABS BEAM 512E
CRA018 512E
GROOVED CAME
DFJVE 5HAET
GEM
NO. MOTORS
CABLES
UFr 5PEED
GUIDE
BOAT BUNKS
DOAT DUNKS
CUSTOM CHANNEL
I -BEAM
MNDER51ZE
51ZE
try,p,
5
Ibs.
GOGI -TG, GO05A-T5
GOGI-TG,0005A-T5
xhe5
Inches
INCHES
FalAln
HEIGHT
WOOD OPNON
ALUM. OPBON
4,500
5 x.230H
6x.190H
4x.290W
2.375 DIA
17'Length
190 TUBE
375.1
(213a4H.P-tt5V22A
5/16 SSAC 7x19
101
36
7
2 x 8 x 144
144
2 % .160 W
120 L
LIFTS 14 Fr.
9 ga
23U7/11A
304, 1 P 20
7,000
6 x.230H
6x.190H
4x.290W
2.375 DIA.
17'Length
190 TUBE
375:1
(21y4H.P-11SY22A
5/16 SSAC 7z19
113
36
7
2x8z1a4
144
2 % .160 W
141 L
LIFTS 14 Fr.
9 ga
23WI11A
304, 1 P 20
10,000
7 x.230H
8x.230H
5x.350W
2.375 DIA
20' Length
1g0 TUBE
375:1
(213/4H.P-ttSvnaA
5/16 SSAC 7x19
110
to
7
2x8z144
144
2 X .160 W
150 L
LIFTS 12 Fr.
9 ga
2 111A
304. 2P W
13,000
8 x.230H
8x.230H
5z.350W
2.375 DIA
1.90 TUBE
375:1
(2)1H.P
5/16 SSAC 7x19
110
18
7
2x8z144
144
2%.160W
150 L
L20- IFTS
LIFTS 12 FT.
9ga
23 Ilm
304, 2P 38
16,000
11 x.230H
10x.250H
6 x 41 O W
2.375 DIA.
20' Length
190TUBE
375:1
r20H.P
5/16SW7z19
110
18
10
3 z 10 x 16B
192
2 x .160 W
16B L
LIFTS 12 FT.
8 ga
23W/13A
304, 2P 38'
16,000 XL
11 x.230H
lox.250H
6 x1 410 W
2.375 DIA.
20' Length
190 TUBE
375:1
5/ SSAC 19
134
18
10
3 x 10 x 192
192
2 % .160 W
168 L
LIFTS 12 FT.
8 9a
2l /1�
20,000
12 x.266H
12 x.290H
7 470L W
2.375 DIA.
1.90 TUBE
375:1
(2)1H.P
5/16 WAD 7z19
123
12
10
3z10x 192
192
2 x .172 W
x
192 L
25' Len m
UFrS 12 FT.
age
230V/13A
304, 3P 60'
27,000
14x.313H
12x.290H
7 470 W
3.5 DIA.
2.g750 TUBE
450:1
(211-12 H.P
5/16 SSAC 7z19
147
11
10
3 x 10 x 192
192
2 x W
x
21• LengB1
a ga
23w/184
304, 4P 74'
.313
192 L
uFTS 12
IMM BOAT LIFTS, INC. IS
NOT RESPONSIBLE FOR THE
DOCK STRUCTURE OR ITS
ABILITY RESIST THE APPLIED
LOADS OF THE BOAT LIFT.
THE SITE SHOULD BE
VERIFIED BY A LICENSED
MARINE CONTRACTOR.
APPLIED LOADS WILL BE
PROVIDED UPON REQUEST.
uYLLWLlli
- BOAT LIFTS
DWG: D5 - GOO 100 - PLATINUM PUB February 1, 2024 PAGE I OF 2
17030 Ahco Center Rd.
Ft. Myers, FI. 339G7
Phone: (500) GG9-3515 Fax: (239) 454-8G41
JOHN E LUTHER
FL PROFESSIONAL ENGINEER
Florida PE License #34304
4361 Pine Meadow Lane
Sarasota Florida 34233
(941)320-2278
This item has been digitally signed
and sealed by John E. Luther PE#
seal.
34304 on the date adjacent to the
Printed copies of this document are
not considered signed and sealed
and the signature must be
verified on any electronic copies.
267 3rd St West Bonita Springs COPYRIGHT OF O.M.S 2025
SCOPE OF WORK: FI 34134, SLIP #17 DESIGN FOR OVERALL MARINE
SERVICES PERMITTING ONLY
Finger pier 50' X 3' 151 SQF 10 8" Diameter Pilings and 8 DRAWN BY: C 5-20 Rodriguez
9 p� � � g PH: 239-265-2095
10"Diameter pilings for Boat Lifts Info@overalloutdoorservices.con
2 - 27,000 pound Boat lifts
For Reference only engineered by others
CONTRACTOR MUST
BE NOTIFIED OF
ANY CHANGES
SCALE:NTS
MEASUREMENTS AND PILING
LOCATION APPROXIMATED
ny
1267 3rd St West Bonita Sprinqs FI 341341
1st Generation Marine Contractors 07/08/2025 12/22/2025
Office Number: 239-322-2661 bheet 10 F 10
EXHIBIT "B"
SURVEY AND TOPOGRAPHIC
THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP
SURVEY SKETCH OF
FOR FUTURE BOAT LIFT CONSTURCTION
ELEVATIONS SHOWN ARE IN NAVD DATUM, WERE ACQUIRED
USING GPS TECHNOLOGY AND HAVE A TOLERANCE OF +/- 0.4'
NOT FOP FENCE CONSTRICTION
NOT F17R ENGINEERING DESIGN
NOT FOR CONSTRUCTION
NOT FOR DESIGN
IMPROVEMENTS OTHER THAN THOSE
SHOWN, IF ANY, WERE NOT LOCATED
LEGAL DESCRIPTION :
LOT 17, BLOCK G, REPLAT OF UNIT AV. 3, LITTLE HICKORY
SHDRE, ACCORDING TO THE PLAT THEREOF AS RECIMDED IN
PLAT BOOK 6, PAGE 2, OF THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA.
LINE
LI
L2
L3
L4
L5
BEARING
S 68'15'00' W
S 68'40'36' W
S 68.40'08' V
N 21'45'00' W
N 21'19'24' W
N 21.16'04' W
N 69'00'00' E
N 69'2536' E
S 21'45'00' E
S 11 *19'24' E
S 2170'40' E
N 68'15'00' E
N 68'40'36- E
N 68'2934' E
DISTANCE
30,00' (P)
30,00' (G)
29.89, CM)
22,39' (P)
22.39' (G)
306' (M)
30,00' (P)
30,00' (G)
22,00, (P)
22.00' (G)
16,75' 00
30.00' (P)
30,00' (G)
312031 (M)
DETAIL NOT TO SCALE
PILING
\ \ `(TYPICAL)
A
1 \�
APPROXIMATE
RIPARIAN
LINE \ 6sr
BSI'
MEAH HIGH
WATER LINE
E0.3'
BULKHEAD LINE (P)
K 48, PGS. 158-159)
APPROXIMATE
Ll 1 ID \V
RPP - % 5.2' ais
Z � � POINT B'
LOT 17
ABBREVIATIONS AND NOTES:
COPYRIGHT 2024, F.L.A. SURVEYS CORP.
FOR CLIENT REVIEW ONL Y
SCALE I' = 30'
o Te uGRAPHIC SCALE as
MEASURED BEARINGS SHOWN ARE BASED
ON STATE PLANE COORDINATES (FLORIDA
EAST ZONE) AS ACQUIRED BY USING GPS
TECHNOLOGY AND IS THE BASIS OF
BEARINGS: MEASUREMENTS LABELED AS
(G) ARE THE CALCULATED GPS PLAT
BEARINGS
FOR ANY QUESTIONS
CONCERNING THIS SURVEY,
PLEASE CALL OFFICE
MANAGER, YULIET DIAZ, AT
239-784-6162
54. GCE = GOLF COURSE EASEMENT
110. TWP= TOWNSHIP
`V
N = AMIN
55. HCP = HANDICAP PARKING
111. UE = UTILITY EASEMENT
S = SOUTH
56. IE - IRRIGATION EASEMENT
U2. VF = VINYL FENCE
``1
E =EAST
57. LB = LICENSED BUSINESS
]I3 VLV =VALVE
V = WEST, DR ANY COMBINATION THEREOF
58. LBE = LANDSCAPE BUFFER EASEMENT
114. V = WATER SERVICE
`� PnDc
L • = DEGREES
59. LE = LANDSCAPE EASEMENT
11S VB = WATER BOX
\ 95 `RwTu2
``V
2. ' = MINUTES WHEN USED IN A BEARING
60. LME = LAKE MAINTENANCE EASEMENT
16.
1WF= WIRRI FENCE
/
3 ' = SECONDS WHEN USED IN A BEARING
61. LP = LIGHT POLE
UZ VPP= WOOD P17VER POLE
\ APPRm'DM>E
/
4. ' = FEET WHEN USED IN A DISTANCE
62. M = MEASURED
118 A = DELTA DR CENTRAL ANGLE 17F CURVE
X-8.9 LINEtµ
S ' = INCHES WHEN USED IN A DISTANCE
63. ME = MAINTENANCE EASEMENT
119. DIMENSIONS ARE IN FEET AND IN DECIMALS THEREOF
6. _ _ 'MORE 1R LESS' 1R PLUS OR MINUS'
64. MH = MANHOLE
120, ELEVATIONS SHOWN HEREONV.IL ARE MAUNLESS OTHERWISE STATED
I,1F
7. A = ARC DISTANCE
65. NA.V.D. = NORTH AMERICAN VERTICAL DATUM
121. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT DIMENSIONS ARE FOR
& AC =ACRES
66. ALOV.D. = NATIONAL VERTICAL DATUM
INFORMATIONAL PURPOSES DTW_THAT THEY DO EXIST, BUT WERE NOT
DAILY
S,'^
Olt
aDwat ``T`
9. A/C = AIR CONDITIONING PAD
67. AO ID = AO IDENTIFYING MARKINGS
NECESSARILY MEASURED IN THE FIELD
l9f T`V O.r1 c
10 AE = ACCESS EASEMENT
68. CNN) = NON -RADIAL
122. NOTE, LEGAL DESCRIPTION IS FROM LATEST DEED 17F RECORD IMNESS
n
`t ygCa�
U. AF = ALIMNU14 FENCE
69. NTS= NOT TO SCALE
OTHERWISE NOTED.
-2.8 X`` ` Sku Lg AD
12 AMOE = AVE MARIA UTILITY EASEMENT
7a OUP= OVERHEAD POWER
123. EASEMENTS AND RIGHT IN' WAYS SHOWN ARE PER RECORDED PLAT OR
c, AD5/e'
`` TD
13. B.E. = BUFFER EASEMENT
71. DMH = OVERHEAD UTILITY LIME
AS FURNISHED BY THE CLIENT
REAM xml LOT 16
14. BM = BENCHMARK
72. OR. =OFFICIAL RECORD BLYDC
124. FOUNNDATION LINE' BELOW THE SURFACE OF THE GROUND IS MOT
�� LDE F H7a yg,
nr V L3 m M.DrK 5 aD ADm
15. BOB = BASIS 17F BEARING
73. O/S = OFFSET
REFLECTED
PR i 52' Dit 65l p0', U�)
16. BRG = BEARING
74. P = PLAT
125 THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNDER
E
EuaEAo LJRE oa RTP % AOmr •e' q)• 60.0
17. CM CURVE NUMBER
75. PBDDBE = PELICAN BAY IMPROVEMENT DISTRICT
ANY CONDITION INTLESS DTHERVISE STATED
60
i LOT n N AO'3 E
19.. C CALCULATED
DRAINAGE EASEMENT
126. AO UNDERGROUND INSTALLATIONS 1R IMPROVEMENTS HAVE BEEN
•
a0crc 5 N 688 16 �
CB =CATCH BASIN
77. PC = POINT OF CURVATURE
LOCATED EXCEPT AS NOTED
1\ N 6 rmE,
Vmw
29.0
21.. CHI = CHORD BEARING
78.. PCP POINT OF COMPOUND CURVATURE
127. AO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT !S WAYS
Oar Tfi H Da Vg J ` `� See' T��'A' L �1�'
•
Av can y P6 nDLx D PmNr �' FTR siB' TD POINTS � 'r `
21. CHD =CHORD
22. CLF = CHAILIN( FENCE
78. PCP =PERMANENT CONTROL POINT
79. PG = PAGE
AND/OR OWNERSHIP WERE FURNISHER THIS SURVEYOR EXCEPT AS SHOWN
122 THERE ARE NO VISIBLE ENCRDACHMENTS EXCEPT THOSE AS DELINEATED
N E 00
hf9 � m se•LR7ar E a2J6•
23 CN =CONCRETE MONUMENT
81.. PI = POINT OF INTERSECTION
aV THIS PLAT OF SURVEY
VA VB`1� /
2A CO = CLEAN OUT
81. PK =PARKER KALOV NAIL
129 TIES ARE TO FIELD LINES UNLESS OTHERWISE NOTED
y 56Bapp', IF ) PA
25 COIL COLUMN
82, PLS = PROFESSIONAL LAND SURVEYOR
130. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR EASEMENTS THAT ARE
FTa� q 6 ,
V 60,E yl
26. CONE = CONCRETE
83. PUB = POINT OF BEGINNING
NOT RECORDED ON SAID PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS
4 6.0, E Et
27. CPP = CONCRETE POWER POLE
84, POC = POINT COMMENCEMENT
LF THIS COUNTY
8. g,p0
UF) tR
SS
2a CS
PPONNT
ON OFF LINE, APPROXIMATE LOCATION ONLY
68 R0�)
++F rs M
Tj943' t(D
29. CTV= CABBLLEE T RISERRETE
86. PRC OF REVERSE CURVE
UNLESS STATEDNZER
DTHERWISE.D
V 1NIR(60
y 19 1 D
30 CIE= COLLIER COUNTY UTILITY EASEMENT
87. PRM = PERMANENT REFERENCE MONUMENT
132, THE LINES ON THUS SKETCH DO NOT CONSTITUTE OWNERSHIP
15'6N
{4, V
31. D = DEED
88. PSM= PROFESS7DN4L SURVEYOR AND MAPPER
135. THE INTENT CF THIS SURVEY IS FOR TITLE TRANSFER ONLY UNLESS
.40
5 56
32. BE= DRAINAGE EASEMENT
89, PU & BE = PUBLIC UTILITY & DRAINAGE EASEMENT
STATED OTHERWISE
S/
33 DH = DRILL HOLE
90. PUE = PUBLIC UTILITY EASEMENT
134. FLORIDA STATUTE 61617-6.0OM TV17 SITE BENCHNARKS ARE REDUIR£D
34. D7 = DROP INLET
91, PT = POINT OF TANGENCY
FOR CONSTRUCTION
35. ELEC= ELECTRIC
92. PVS = PAVERS
135 THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
TN m
36. EDP = EDGE EF PAVEMENT
93. Q.W.P.E. = QUAIL VEST PERPETUAL EASEMENT
136. F.ENA. FLOOD HAZARD MAPPING, THIS DATE PRODUCT WAS NOT DESIGNED
cumT
37. FOR = EDGE OF ROAD
94. ( R) = RADIAL
TO MAKE PRECISE IW17UT FLOOD RISK DETERMINATIONS. THIS PRODUCT IS
4
M aLx rs
38 E17 = EDGE 17F VA TER
95. R = RADIUS
A97T SUITABLE FOR ENGINEERING APPLICATIONS AND CANNOT BE USED TO
39. F= AS LABELED 1R FOUND IN THE FIELD
4O F.AC, = FLORIDA ADMINISTRATIVE CODE
96. RING = ITEM DETECTED BY METAL DETECTOR BUT
NOT RECOVERED
DETERMINE ABSOLUTE DELINEATIONS 17F FLOOD BOUNDARIES CALL
1-877-FEMAMAP OR EMAIL A MAP SPECIALIST AT
41. FCC = FOND CROSS CUT
97. RNG= RANGE
WWW.FEMAARG/MIT/TSD/FQ-M4PI7.HTM
QU<IY CONTROL
42. FCM = FOUND CONCRETE MDNUMENT
98 ROW = RIGHT-OF-WAY
13Z PREPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION
43. FEMA = FEDERAL EMERGENCY MANAGEMENT
99 RR SPK = RAILROAD SPIKE
FRDM LOCAL PERMITTING, PLANNING AND BUILDING DEPARTMENT PRIOR TO
AGENCY
44. FDH = FOUND DRILL HOLE
100. SAT- SATELLITE DISH
101. SDE = STREET DRAINAGE EASEMENT
ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION
132 IN COMPLIANCE WITH F.AC. 61G17-6.0031 (4) (E) - IF LOCATION OF
BY: 1�' DATE : 05/21/2084
45 FFE = FINISH FLOOR ELEVATION
102. SEC = SECTION
EASEMENTS OR RIGHT-OF-WAY OF RECORD, OTHER THAN THOSE ON RECORD
46. FH = FIRE HYDRANT
103. SIGH - SET DRILL HOLE, NO ID
PLAT, IS REQUIRED, THIS INFORMATDON MUST BE FURNISHED TO THE
47. FIP = FOUND IRON PIPE
104. SIR = SET 5/8, IRON ROD WITH LB
SURVEYOR AND MAPPER.
42 FIR = FOUND IRON ROD
MNDER OF C1RP1RATION
139. IF APPLICABLE, FENCES SHOWN MEANDER ON OR OFF LINES
CERTUICATETN :
49. FN = FOUND NAIL
DOS SPK&D = SET PK WITH DISC WITH LB NUMBER
(APPROXIMATE LOCATION DNLY)
58 FND = FOUND
lod. IBM TEMPORARY BENCH MARK
140. ARCHITECTURAL FEATURES, SUCH AS FURRING STRIPS, SIDING CORNICES
I HEREBY CERRFY THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND
MEETS THE STANDARDS OF PRAC710E AS SET FORTH BY THE FLORIDA BOARD OF
51. FN&D = FOUND NAIL & DISC
107. TEL = TELEPHONE FACILITIES
STICCQ ETC., 17UTSIDE THE LINE OF THE STRUCTURE HAVE BEEN TAKEN
PROFESSIONAL SURVEYORS R MAPPERS CHAPTER 5JT7.05-05Z FLORIDA
52 FPK = FOUND PK NAIL
MOB. TOR = TOP OF BANK
INTO ACCOUNT WHEN GIVING TIES FROM THE STRUCTURE TO THE LOT LINES.
ADMINSMA77VE CODE PURSUANT TO SECBON 472027 FLORIDA STATURES
53 FPK&D = FOUND PK NAIL AND DISC
109. TP = TRANSMITTER PAD
141. ATTENTION 7S DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE
BEEN REDUCED OR ENLARGED IN SIZE DUE TO REPRODUCTION THIS SHOULD
D y � NOT VALID WITHOUT SURVEYOR'S SIGNATURE AND EMBOSSED SEAL
BE TAKEN INTO CONSIDERATION VHEN OBTAINING SCALED DATA
BY : �/` OSURVEY DATE : 05/16/2024 NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES
FLORIDA STATUTE 5U-17.05 (3) (c): TWO SITE BENCHMARKS REWIRED FOR CONSTRUCTION NOTE, IF APPLICABLE FENCES SHOWN MEANDER
CLINTON V FINeTAD. PR CHIC PIS /24G9 LBLAND F. DYBARD, PIS (F5B68 PLL�D PRG-ERT&UILDDIG OBTAIN SWULD FROM
R ANYL � � �T�TI7TOTY1t ON OR OFF LINES. (APPROX. LOCATION ONLY)
RIWRITTEN
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PROFESSIONAL LAND SURVEYORS AND MAPPERS LB-6569 5 7- GO cm ITH OF LuuTm, OF
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9220 BON TA BEACH ROAD, SUITE 200 38114 PROGRESS AVE., SUITE 104 OTHER THAN THOSE RT BEGIRD PLAT, IS
BONITA SPRINGS. FLORIDA 34135 NAPLES, FLORIDA 34104 REQURED, THIS OEODMTO I MUST BE
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CERTIFIED TO STREET ADDRESS
LUCAS ANDRADE 267 THIRD STREET W
BGNITA SPRINGS FLORIDA
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