HEX Final Decision 2022-46HEX NO. 2022-46
HEARING EXAMINER DECISION
DATE OF HEARING.
October 13, 2022
PETITION.
Petition No. BD-PL20220002460 — 493 Willet Ave - Nelson Marine Construction - Request
for a 648 square foot boathouse allowed by Section 5.03.06.F of the Land Development Code,
to accommodate an existing approved boat dock permit with a total protrusion of 20 feet,
consisting of two boat slips, pursuant to Section 5.03.06 of the Collier County Land
Development Code, for the benefit of Lot 19, Conner's Vanderbilt Beach Estates Unit 2 Block
N, also described as 493 Willet Avenue, in Section 29, Township 48 South, Range 25 East,
Collier County, Florida.
GENERAL PURPOSE FOR THE PETITION.
The purpose of the project is the construction of a 648 SF boathouse with a brown asphalt shingle
roof. The facility will protrude a total of 20 feet into a waterway 100 feet wide and consist of two
boating vessels of 30 feet and 24 feet long.
STAFF RECOMMENDATION.
Approval with conditions.
FINDINGS.
1. The Hearing Examiner has jurisdiction over this Petitioner pursuant to Sec. 2-87(4) of the
Collier County 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 Petitioner and/or Petitioner's representative executed the Hybrid Virtual Quasi -Judicial
Public Hearing Waiver related to conducting the public hearing electronically and in -person.
5. The County Staff presented the Petition followed by the Petitioner and/or Petitioner's
representative, public comment and then rebuttal by the Petitioner and/or Petitioner's
representative. There were no objections made at the public hearing.
Page 1 of 7
6. The County's Land Development Code (LDC) Sections 5.03.06.E and 5.03.06.F. lists the
criteria for boathouses. The Hearing Examiner may approve, approve with conditions, or deny
a request for a boathouse if it is determined that the criteria, which are applicable in LDC
Sections 5.30.06.E. and 5.03.06T have been met.'
Section 5.03.06.E Criteria:
1. For lots on a canal or waterway that is 100 feet or greater in width, no boathouse or dock
facility/boat combination shall protrude more than 20 feet into the waterway (i.e., the total
protrusion of the dock facility plus the total protrusion of the moored vessel).
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. In relation to the 100 feet width of the waterway, the proposed boathouse
and moored vessel combination protrude a total of 20 feet.
2. For lots on a canal or waterway that is less than 100 feet in width, dock facilities may
occupy no more than 25 percent of the width of the waterway or protrude greater than 20
feet into the waterway, whichever is less.
The record evidence and testimony from the public hearing reflects that the criterion IS
NOT APPLICABLE. Criterion 1 above was met since the waterway is a total of 100 feet
in width.
3. On manmade canals 60 feet or less in width, which are not reinforced by a vertical seawall
or bulkhead, dock facilities may protrude up to 33 percent of the width of the waterway,
provided that the procedures outlined in section 5.03.06(C) are followed.
The record evidence and testimony from the public hearing reflects that the criterion IS
NOT APPLICABLE. Criterion I above was met since the waterway is a total of 100 feet
in width.
4. For lots on unbridged barrier islands located within state aquatic preserves, protrusion
limits, setbacks, and deck area shall be determined by the applicable Florida Department
of Environmental Protection (DEP) regulations in effect at the time of permit application,
and the protrusion limits above shall not apply. All required DEP permits for a dock facility
must be obtained prior to the issuance of a Collier County building permit for the facility.
The record evidence and testimony from the public hearing reflects that the criterion IS
NOT APPLICABLE. Subject lot is not located on unbridged barrier islands within state
aquatic preserves and is zoned RSF3.
5. All dock facilities on lots with a water frontage of 60 feet or greater shall have a side
setback requirement of 15 feet, except as provided in subsections 5.03.06(E) or 5.03.06(F)
of this LDC or as exempted below.
'The Hearing Examiner's findings are italicized.
Page 2 of 7
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. The proposed facility is located on a lot that contains 104.5 feet of total
property water frontage. The setbacks to the boathouse facility are 15 feet at minimum
from each property line.
6. All dock facilities, except boathouses, on lots with less than 60 feet of water frontage shall
have a side setback requirement of 7.5 feet.
The record evidence and testimony from the public hearing reflects that the criterion IS
NOT APPLICABLE. The dock facility proposed is a boathouse.
7. All dock facilities, except boathouses, on lots at the end or side end of a canal or waterway,
shall have a side setback requirement of 7.5 feet as measured from the side lot line or
riparian line, whichever is appropriate.
The record evidence and testimony from the public hearing reflects that the criterion IS
NOT APPLICABLE. The dock facility proposed is a boathouse.
8. Riparian lines for lots at the end or side end of a waterway with a regular shoreline shall
be established by a line extending from the corner of an end lot and side end lot into the
waterway bisecting equidistantly the angle created by the 2 intersecting lots.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEENMET. See Exhibit "A " with the location of where the riparian lines are marked.
9. Riparian lines for all other lots shall be established by generally accepted methods, taking
into consideration the configuration of the shoreline, and allowing for the equitable
apportionment of riparian rights. Such methods include, but are not limited to, lines drawn
perpendicular to the shoreline for regular (linear) shorelines, or lines drawn perpendicular
to the centerline (thread) of the waterway, perpendicular to the line of deep water (line of
navigability, or edge of navigable channel), as appropriate, for irregular shorelines.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEENMET. See Exhibit "A" with the location of where the riparian lines are marked.
10. All dock facilities, regardless of length and/or protrusion, shall have reflectors and house
numbers, no less than 4 inches in height, installed at the outermost end on both sides. For
multi -family developments, the house number requirement is waived.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. Applicant will abide by and install house number reflectors on their
boathouse facility per LDC requirements.
Page 3 of 7
11. Multi -slip docking facilities with 10 or more slips will be reviewed for consistency with
the Manatee Protection Plan ("MPP") adopted by the BCC and approved by the DEP. If
the location of the proposed development is consistent with the MPP, then the developer
shall submit a "Manatee Awareness and Protection Plan," which shall address, but not be
limited to, the following categories:
a. Education and public awareness.
b. Posting and maintaining manatee awareness signs.
c. Information on the type and destination of boat traffic will be generated from the facility.
d. Monitoring and maintenance of water quality to comply with state standards.
e. Marking of navigational channels, as may be required
The record evidence and testimony from the public hearing reflects that the criterion IS
NOT APPLICABLE. There are only two slips in total and, therefore, this is not
considered a multi -slip docking facility.
Section 5.03.06.17 Criteria:
1. Minimum side setback requirement: Fifteen feet.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. The proposed boathouse meets the minimum 15 feet setback from each
property line.
2. Maximum protrusion into waterway: Twenty-five percent of canal width or 20 feet,
whichever is less. The roof alone may overhang no more than 3 feet into the waterway
beyond the maximum protrusion and/or side setbacks.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. The proposed boathouse consists of a maximum protrusion of 20 feet. The
roof only overhangs the maximum protrusion by an estimate of 1 '-3 " (1.25 feet) which is
less than the maximum roof overhang of 3 feet beyond the maximum protrusion.
3. Maximum height: Fifteen feet as measured from the top of the seawall or bank, whichever
is more restrictive, to the peak or highest elevation of the roof.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEENMET. The proposed boathouse is a maximum of 15 feet from the top of the seawall
to the peak of the roof.
4. Maximum number of boathouses or covered structures per site: One.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEENMET. The only boathouse to be developed on this subject property is this proposed
boathouse.
Page 4 of 7
5. All boathouses and covered structures shall be completely open on all 4 sides.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. The proposed boathouse is open on all four sides.
6. Roofing material and roof color shall be the same as materials and colors used on the
principal structure or may be of a palm frond "chickee" style. A single-family dwelling unit
must be constructed on the subject lot prior to, or simultaneously with, the construction of
any boathouse or covered dock structure.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEEN MET. The existing house was built in 1961. The existing single-family residence
serves as the principal structure and consists of a roof that is the same color as the
proposed boathouse which will be brown asphalt shingles.
7. The boathouse or covered structure must be so located as to minimize the impact on the
view of the adjacent neighbors to the greatest extent practical.
The record evidence and testimony from the public hearing reflects that the criterion HAS
BEENMET. There is no adjacent neighbor on the east side. This lot is at the dead end of
a canal, it wraps around the end of the canal, and the property fronts on Willet Ave. There
is a seawall and the street which makes up the view for the neighbor on the west side.
Regarding the neighbor to the north, there is no major impact since the canal is 98 feet
wide, so the outside boathouse piling is 78 feet south of the opposite side of the canal
seawall. Lastly, the boathouse is in the only available location on this lot which is 1 S feet
from the property line to the outside of the boathouse piling.
ANALYSIS.
Based on a review of the record including the Petition, application, exhibits, the County's staff
report, and hearing comments and testimony from the Petitioner and/or the Petitioner's
representative(s), County staff and any given by the public, the Hearing Examiner finds that there
is enough competent, substantial evidence as applied to the criteria set forth in Section 5.03.06.H
of the Land Development Code to approve Petition. The Petition meets 5 of the 11 criteria in LDC
Section 5.03.06.E, with 6 criteria being not applicable and 7 out of 7 of the criteria in Section
5.03.06.F.
DECISION_
The Hearing Examiner hereby APPROVES Petition Number BD-PL20220002460, filed by
Nelson Marine Construction representing Stephen Buchalter, with respect to the property
described as Lot 19, Conner's Vanderbilt Beach Estates Unit 2 Block N, also described as 493
Willet Avenue, in Section 29, Township 48 South, Range 25 East, Collier County, Florida for the
following:
Page 5 of 7
• A 648 square foot boathouse allowed by Section 5.03.06.F of the Land Development Code,
to accommodate an existing approved boat dock permit with a total protrusion of 20 feet,
consisting of two boat slips, pursuant to Section 5.03.06 of the Collier County Land
Development Code.
Said changes are fully described in the Proposed Boathouse Plans attached as Exhibit "A" and are
subject to the condition(s) set forth below.
ATTACHMENTS.
Exhibit A — Proposed Boathouse Plans
LEGAL DESCRIPTION.
Lot 19, Conner's Vanderbilt Beach Estates Unit 2 Block N, also described as 493 Willet Avenue,
in Section 29, Township 48 South, Range 25 East, Collier County, Florida
CONDITIONS.
1. All other applicable state or federal permits must be obtained before commencement of the
development.
2. Corresponding permits from the Florida Department of Environmental Protection shall be
provided to Collier County prior to the issuance of a building permit.
3. Reflectors and house numbers of no less than four inches in height shall be installed at the
outermost end, on both sides of all docks or mooring pilings, whichever protrudes the
furthest into the waterway, prior to the issuance of a Certificate of Completion.
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.
Page 6 of 7
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.
Date
Andrew Dickman, Esq., AICP
Hearing Examiner
Page 7 of 7
EXHIBIT "A"
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SURVEY SKETCH OF ASBUILT SURVEY
LOT I
ffR 5/8'
&LOCK O
NO ID
SKETCH OF PROPOSED IMPROVEMENTS
PROPOSED 10,000 LB.
NOT FOR FENCE CONSTRUCTION
DIRECT DRIVE ALUMINUM
W£TfaCE
SEAWALL
-
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---THE MEAN HIGH WATER LINE
Nor FoR ctwsmu£T1aN
BOATLIFT
NOT SET
IS ALONG THE WET FACE OF
NOT FOR DESIGN
OR FDUVB,
NOT SET
THE SEAWALL WHICH IS
IMPROVEMENTS OTHER THAN
L3
FOUND
RECESSED IN 0.4' FROM THE
THOSE SHOWN, IF ANY,
WATERWAYSTAKE
I 7.6,
1-1 , •
3• scT
-�-SET
OUTER FACE OF THE SEAWALL
I
WERE NOT LOCATED
STREET ADDRESS
(100' ROW)
��\ �bJ
73' SETBACK
CAP. THIS WET FACE IS THE
BASIS OF' THE PROTRUSIONS
SHOWN
493 WILLET AVE. PROPOSED 10,000 LB
A
DIRECT DRIVE ALUMINUM
34'XIO' BOATHOUSE ROOF
\
N
NAPLES, FLORIDA.
BOA
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IMPROVEMENTS OTHER THAN
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THOSE SHOWN, IF ANY,
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WERE NOT LOCATED
CERTIFIED TO
STEPHEN BUCHAL TER
30.0'
LEGAL DESCRIPTION
FIR 5/8'
RIGHT OF VA
SB8'28'30'V. 75.00' <C)TFSpMD
s.eB 2r48'v. 65.25' (C)
S88'04'10'W 85.00' (Po
ACTFp SET
LOT 19, BLOCK N, UNIT NO. 2 CONNOR'S
45013
S88'04'10'W. 75.00' (P)
VANDERBILT BEACH ESTATES, ACCORDING TO
pw
THE PLAT THEREOF, RECORDED IN PLAT BOOK
o
3, PAGE 17, OF THE PUBLIC RECORDS OF
'
COLLIER COUNTY, FLORIDA.
CENTERL1NEy
—
_
WILLET AVENUE
QUALITY CONTROL
• MEF / / 1
(60' RDW)
BYDATE .J
NOTE, IF APPLICABLE, FENCES SHOWN MEANDER
ON OR OFF LINES (APPROX LOCATION ONLY)
NOT VAUD IITHOUT SURVEYOR'S SIGNATURE AND EMBOSSED SEAL
NOT A CERTIFICATION OF TITLE. ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES.
FLORIDA STATUTE 5J-17.05 (3) (c): TWO SITE BENCHMARKS REOUIRED FOR CONSTRUCTION
NOTE, PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION FROM LOCAL PERMITTING,
PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION.
CERTIFICATION
THE LACS ON THIS SKETCH DO NOT COVSr17UrE OWNERSHIP
COPYRIGHT 2020, FLA SURVEYS CORP.
PAGE I OF 3
SEE REVERSE SIDE FOR PAGE 3 OF 3
'I
N
ws
SCALE I" - 30'
L INE TABL E
Line
Bearing
Distance
LI
N88'04'10'E.
55.00' (P)
H88.24'567.
5500, CC)
L2
N01'55'50'W.
50.00, (P)
NOl •02'45'W.
50.05' (C)
L3
N.88'04'10'E.
30.00' (P)
N88131155 E.
30.00, (C)
L 4
N.Ol •55'50'W
170.00' (P)
N01'28'05'V.
170.00' (C)
MEASURED BEARINGS SHOWN ARE BASED
ON STATE PLANE COORDINATES (FLORIDA
EAST ZONE) AS ACQUIRED BY USING CPS
TECHNOLOGY AND IS THE 'BASIS OF
BEARINGS'. MEASUREMENTS LABELED AS
(G) ARE THE CALCULATED CPS PLAT
BEARINGS.
I HEREBY CERTIFY THIS SURVEY WAS MADE UNDER MY RESPONSBLE
CHARGE AND MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY o T 16 m w
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS 8 MAPPERS GRAPHIC SCALE
CHAPTER 5J1705-052, FLORIDA ADMINSTRATIVE CODE, PURSUANT TO
SECTION 472.027 FLORIDA STATUTES.
3884 PROGRESS AVE.. SUITE 104
NOTE
REVISIONS
F.L.A. SURVEYS CORP.
NAPLES, FL 34104
239-403-1600 FAX 403-8600
COMPLIANCE WITH F.AC.
11/19/2021
CHECK TIE
239-404-7129 239-37
5
5ASEMENT (RI (4) CIF LOCATION OF
BY : SURVEY DATE
7/14/2022
PROFESSIONAL LAND SURVEYORS &MAPPERS -LB 6569
-1139
239-250-2795 239-370-1139
EASEMENTS OR RIGHT-pF-WAY OF RECORD,
NO
OTHER THAN THOSE ON RECORD PLAT, IS
CLINTON W. FIN PE, CFN. PIS #2453 LELAND F D ySARD, PIS y3859
PROJECT N0:
9220 BONITA BEACH ROAD, STE 200
BONITA SPRINGS. FL 34135
REQUIRED, THIS INFORMATION MUST BE
FURNISHED TO THE SURVEYOR AND MAPPER.
MARY E. FINSTAD, CFM, PSM #5901
21-88687-SPC
DRAWN BY: IDV PARTY CHIEF- MIKE
NOT FOR FENCE CONSTRUCTION
NOT FOR CONSTRUCTION
NOT FOR DESIGN
TV a
I
r -
r-
1
I
' - I
PROFESSIONAL LAND SURVEYORS & MAPPERS LB 6569
PROJECT NO.
DRAWN BY: LFD IPARTY CHIEF: N/A 21-88687
PAGE 3 OF 3
83. (R) = RADIAL
84. R = RADIUS
NOT VALID WITHOUT
85. RING = ITEM DETECTED BY METAL DETECTOR BUT
PAGES
1 AND 2 OF 3
NOT RECOVERED
86. RNG= RANGE
GENERAL
NOTES
87. ROW=RIGHT-OF-WAY
ABSTRACT NOT REVIEWED
88. RR SPK = RAILROAD SPIKE
89. SAT= SATELLITE DISH
N = NORTH
90. SEC = SECTION
S = SOUTH
91. SPK&D = SET PK WITH DISC WITH LB NUMBER
92. SIR = SET 5/8" IRON ROD WITH LB NUMBER
E = EAST
93. TBM = TEMPORARY BENCHMARK
W = WEST, OR ANY COMBINATION THEREOF
94. TECO= TAMPA ELECTRIC COMPANY
1.
° = DEGREES
95. TEL = TELEPHONE FACILITIES
2.
` = MINUTES WHEN USED IN A BEARING
96. TOB = TOP OF BANK
3.
"= SECONDS WHEN USED IN A BEARING
97. TP = TRANSMITTER PAD
4.
` = FEET WHEN USED IN A DISTANCE
98. TUE = TECHNOLOGY UTILITY EASEMENT
5.
"= INCHES WHEN USED IN A DISTANCE
99. TVR= TELEVISION RISER
6.
± _ "MORE OR LESS" OR "PLUS OR MINUS"
100. TWP= TOWNSHIP
7.
A = ARC DISTANCE
101. UE = UTILITY EASEMENT
8.
AC = ACRES
102. VF = VINYL FENCE
9.
A/C = AIR CONDITIONING PAD
103. W = WATER SERVICE
10.
AE = ACCESS EASEMENT
104. WB = WATER BOX
11.
B.E. = BUFFER EASEMENT
105. WF= WOOD FENCE
12.
BM = BENCHMARK
106. WPP= WOOD POWER POLE
13.
BOB = BASIS OF BEARING
107. WREC= WITHLACOOCHEE RIVER ELECTRIC
14.
BRG = BEARING
COMPANY
15.
C# = CURVE NUMBER
108. A = DELTA OR CENTRAL ANGLE OF CURVE
16.
C = CALCULATED
109. DIMENSIONS ARE IN FEET AND IN DECIMALS
17.
CB = CATCH BASIN
THEREOF
18.
CHB = CHORD BEARING
110. ELEVATIONS SHOWN HEREON ARE NAVD 1988
19.
CHD = CHORD
UNLESS OTHERWISE STATED
20.
CLF = CHAINLINK FENCE
111. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT
21.
CM = CONCRETE MONUMENT
DIMENSIONS ARE FOR INFORMATIONAL PURPOSES
22.
CO = CLEAN OUT
ONLY. THAT THEY DO EXIST, BUT WERE NOT
23.
CONC = CONCRETE
NECESSARILY MEASURED IN THE FIELD.
24.
CP = CONCRETE PAD
112. NOTE: LEGAL DESCRIPTION PROVIDED BY CLIENT
25.
CSW = CONCRETE SIDEWALK
UNLESS OTHERWISE NOTED.
26.
CTV= CABLE TV RISER
113. EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER
27.
CUE= COLLIER COUNTY UTILITY
RECORDED PLAT OR AS FURNISHED BY THE CLIENT
EASEMENT
114. FOUNDATION LINE BELOW THE SURFACE OF THE
28.
D = DEED
GROUND IS NOT REFLECTED
29.
DE= DRAINAGE EASEMENT
115. THIS SURVEY IS NOT TO BE USED FOR
30.
DH = DRILL HOLE
CONSTRUCTION PURPOSES UNDER ANY CONDITION
31.
DI = DROP INLET
UNLESS OTHERWISE STATED
32.
ELEC= ELECTRIC
116. NO UNDERGROUND INSTALLATIONS OR
33.
EOP = EDGE OF PAVEMENT
IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS
34.
FOR = EDGE OF ROAD
NOTED
35.
EOW = EDGE OF WATER
117. NO INSTRUMENTS OF RECORD REFLECTING
36.
F= AS LABELED OR FOUND IN THE FIELD
EASEMENTS, RIGHT OF WAYS, AND/OR OWNERSHIP
37.
F.A.C. = FLORIDA ADMINISTRATIVE CODE
WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN
38.
FCC = FOUND CROSS CUT
118. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT
39.
FCM = FOUND CONCRETE MONUMENT
THOSE AS DELINEATED ON THIS PLAT OF SURVEY
40.
FEMA = FEDERAL EMERGENCY
119. TIES ARE TO FIELD LINES UNLESS OTHERWISE
MANAGEMENT AGENCY
NOTED
41.
FDH = FOUND DRILL HOLE
120. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR
42.
FFE = FINISH FLOOR ELEVATION
EASEMENTS THAT ARE NOT RECORDED ON SAID
43.
FH = FIRE HYDRANT
PLAT THAT MAY BE FOUND IN THE PUBLIC
44.
FIP = FOUND IRON PIPE
RECORDS OF THIS COUNTY
45.
FIR = FOUND IRON ROD
121. FENCES MEANDER ON AND OFF LINE,
46.
FN = FOUND NAIL
APPROXIMATE LOCATION ONLY UNLESS STATED
47.
FND = FOUND
OTHERWISE.
48.
FPK = FOUND PK NAIL
122. THE LINES ON THIS SKETCH DO NOT CONSTITUTE
49.
FPK&D = FOUND PK NAIL AND DISC
OWNERSHIP
50.
GTE = TELEPHONE RISER
123. THE INTENT OF THIS SURVEY IS FOR TITLE
51.
ILLEG. = ILLEGIBLE LB OR PSM NUMBER
TRANSFER ONLY UNLESS STATED OTHERWISE.
52.
LB = LICENSED BUSINESS
124. FLORIDA STATUTE : TWO SITE BENCHMARKS ARE
53.
LBE = LANDSCAPE BUFFER EASEMENT
REQUIRED FOR CONSTRUCTION.
54.
LME = LAKE MAINTENANCE EASEMENT
125. THIS SURVEY DOES NOT REFLECT OR DETERMINE
55.
LP = LIGHT POLE
OWNERSHIP.
56.
M = MEASURED
126. 121. F.E.M.A. FLOOD HAZARD MAPPING: THIS DATE
57.
ME = MAINTENANCE EASEMENT
PRODUCT WAS NOT DESIGNED TO MAKE PRECISE IN/OUT
58.
MH = MANHOLE
FLOOD RISK DETERMINATIONS. THIS PRODUCT IS NOT
59.
NAVD 1988 = NORTH AMERICAN VERTICAL
SUITABLE FOR ENGINEERING APPLICATIONS AND CANNOT
DATUM OF 1988
BE USED TO DETERMINE ABSOLUTE DELINEATIONS OF
60.
NGVD 1929 = NATIONAL GEODETIC
FLOOD BOUNDARIES. CALL 1-877-FEMAMAP OR EMAIL A
VERTICAL DATUM OF 1929
MAP SPECIALIST AT:
61.
NO ID = NO IDENTIFYING MARKINGS
HTTP://WWW.FEMA.GOV/PLAN/PREVENT/FHM/TSD EMAP.SHT
62.
(NR) = NON -RADIAL
PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE
63.
NTS= NOT TO SCALE
DETERMINATION FROM LOCAL PERMITTING, PLANNING
64.
OHP= OVERHEAD POWER
AND BUILDING DEPARTMENT PRIOR TO ANY
65.
OHU = OVERHEAD UTILITY LINE
CONSTRUCTION PLANNING AND/OR CONSTRUCTION
66.
O.R. = OFFICIAL RECORD BOOK
127. IN COMPLIANCE WITH F.A.C. 5J-17.052(2)(D)(4) - IF
67.
P = PLAT
LOCATION OF EASEMENTS OR RIGHT-OF-WAY OF
68.
PC = POINT OF CURVATURE
RECORD, OTHER THAN THOSE ON RECORD PLAT, IS
69.
PCC = POINT OF COMPOUND CURVATURE
REQUIRED, THIS INFORMATION MUST BE
70.
PCP = PERMANENT CONTROL POINT
FURNISHED TO THE SURVEYOR AND MAPPER.
71.
PG = PAGE
128. IF APPLICABLE, FENCES SHOWN MEANDER ON OR
72.
PI = POINT OF INTERSECTION
OFF LINES (APPROXIMATE LOCATION ONLY)
73.
PK&D = PARKER KALON NAIL AND DISC
129. ARCHITECTURAL FEATURES, SUCH AS FURRING
74.
PLS = PROFESSIONAL LAND SURVEYOR
STRIPS, SIDING, CORNICES, STUCCO, ETC., OUTSIDE
75.
POB = POINT OF BEGINNING
THE LINE OF THE STRUCTURE HAVE BEEN TAKEN
76.
POC = POINT OF COMMENCEMENT
INTO ACCOUNT WHEN GIVING TIES FROM THE
77.
PP = POWER POLE
STRUCTURE TO THE LOT LINES.
78.
PRC = POINT OF REVERSE CURVE
130. ATTENTION IS DIRECTED TO THE FACT THAT THIS
79.
PRM = PERMANENT REFERENCE
MONUMENT
SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN
80.
PSM= PROFESSIONAL SURVEYOR AND
SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN
MAPPER
INTO CONSIDERATION WHEN OBTAINING SCALED
81.
PU & DE = PUBLIC UTILITY & DRAINAGE
DATA.
EASEMENT
82.
PUE = PUBLIC UTILITY EASEMENT