03-11-2015 City of Edgewater 104 Riverside Drive
Y g Edgewater, FL 32132
city of
-EDGEWATER Meeting Agenda
Planning and Zoning Board
Wednesday, March 11,2015 6:30 PM Council Chambers
We respectfully request that all electronic devices are set for no audible notification.
1. CALL TO ORDER
2. ROLL CALL
3. APPROVAL OF MINUTES
AR-2015-685 Minutes from the Regular Meeting of February 11, 2015.
Attachments: 02-11-15 minutes
4. OLD BUSINESS-PUBLIC HEARING
5. NEW BUSINESS -PUBLIC HEARING
VA-1505 Gary Pearson, applicant, requesting a variance from Articles III and V of
the City's Land Development Code for property located at 15 Pelican
Lane.
Attachments: Subject Map 15 Pelican Lane
Aerial 15 Pelican Lane
Survey 15 Pelican Lane
6. OTHER BUSINESS None at this time.
7. DISCUSSION ITEMS
a. Development Services Director's Report
b. Chairman's Report
c. Agency Members' Report
8. ADJOURNMENT
City of Edgewater Page 1 Printed on 511412015
Planning and Zoning Board Meeting Agenda March 11,2015
Pursuant to Chapter 286, F.S., if an individual decides to appeal any decision made with respect to any
matter considered at a meeting or hearing, that individual will need a record of the proceedings and
will need to ensure that a verbatim record of the proceedings is made. The City does not prepare or
provide such record.
In accordance with the Americans with Disabilities Act,persons needing assistance to participate in
any of these proceedings should contact City Clerk Bonnie Wenzel, 104 N. Riverside Drive, Edgewater,
Florida, telephone number 386-424-2400 x 1101, 5 days prior to the meeting date. If you are hearing
or voice impaired, contact the relay operator at 1-800-955-8771
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Legislation Text
File M AR-2015-685, Version: 1
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104 N. Riverside Drive
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City of Edgewater Edgewater, FL 32132
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Legislation Text
File #: VA-1505, Version: 1
CASE#VA-1505
ITEM DESCRIPTION:
Gary Pearson, applicant, requesting a variance from Article III and Article V of the City's Land Development Code for property
located at 15 Pelican Lane.
OWNER: Alan R.Griswold
APPLICANT/AGENT: Gary Pearson
REQUESTED ACTION:Applicant is requesting the following variances from the City of Edgewater Land Development Code:
• Article III,Section 21-36.06(b)to allow a boathouse setback of 8.4 feet from any side lot line in lieu of the required 10 feet.
• Article V,Section 21-50.02(Table V-1)to allow a side yard setback of 8.4 feet in lieu of the required 10 feet.
PROPOSED USE: Boat dock
LOCATION: 15 Pelican Lane
AREA: .15
CURRENT LAND USE: Single Family Residence
FLUM DESIGNATION: Medium Density Residential
ZONING DISTRICT:R-4 Multi Family Residential
VOTING DISTRICT: 4
SURROUNDING AREA:
Current Land Use LUMDesignation Zoning District
North Single-Family Residence edium Density Residential -4(Multi-Family Residential)
East Indian River Indian River Indian River
South Single-Family Residence edium Density Residential -4(Multi-Family Residential)
West Single-Family Residence Medium Density Residential -4(Multi-Family Residential)
Background: The subject property contains a single family residence that was built in 1994. Applicant is requesting an after the fact
variance for a dock that was built in December 2014 and is encroaching into the side setback.
Land Use Compatibility: The single-family residence is compatible with the surrounding residential uses along Pelican Lane.
Adequate Public Facilities: This site is served by the City's water and sewer and has direct roadway access to Pelican Lane.
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File #: VA-1505, Version: 1
Comprehensive Plan Consistency:Policy 1.4.3 of the Future Land Use Element of the Comprehensive Plan states that"If necessary,
the City may reduce limitations on infill and redevelopment activities consistent with the land uses and densities indicated on this
Plan in situations that will not jeopardize public health,safety or welfare.
Other Matters: Adjacent property owners were notified of a variance request. Staff has received no objections from the property
owners.
Per the City of Edgewater Land Development Code Section 21-20; the definition of a variance is "a modification of the strict
application of site development requirements related to yard setbacks, building height, parking requirements, landscaping, drainage,
and/or signage."
STAFF RECOMMENDATION
Staff recommends approval of the following variance requests from the City of Edgewater Land Development Code:
• Article III,Section 21-36.06(b)to allow a boathouse setback of 8.4 feet from any side lot line in lieu of the required 10 feet.
• Article V,Section 21-50.02(Table V-1)to allow a side yard setback of 8.4 feet in lieu of the required 10 feet
for property located at 15 Pelican Lane.
MOTION
Motion to approve the following variance requests from the City of Edgewater Land Development Code:
• Article III,Section 21-36.06(b)to allow a boathouse setback of 8.4 feet from any side lot line in lieu of the required 10 feet.
• Article V,Section 21-50.02(Table V-1)to allow a side yard setback of 8.4 feet in lieu of the required 10 feet
for property located at 15 Pelican Lane.
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PELICAN DR
Subject Property
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Parcel: 8402-44-02-0131
` 15 Pelican Lane
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ROD AND CAP
"PLS 4165"
02/22/99 GRAPHIC SCALE
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PLAT OF AS-BUILT SURVEY OF `NI 1 inch = 20 feet
DOCK AT LOT 3
LOT 4
Lot 13,except the Northerly 15 feet, all of Lot 14, and the Northerly 15 feet of Lot
15, Block B, Pelican Cove, according to the map or plat thereof,as recorded in 0912312002
Map Book 35, Page(s)65 th rough 69,indusive,of the Public Records ofVolusia REC 5/8"IRON
County, Florida. W ROD AND CAP
SURVEY REPORT:
°o "PLS 4165"
1. Description per Warranty Deed recorded in Official Records Book 6952, N CID
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Page 1194 of the Public Records of Volusia County, Florida. a ,.%N 1 171.58'(P)
2. Bearings refer to plat and based on the wester) line of Block"B"as being . r
North 6°24' 15"West. y g o a Nly 15 OF LOT 13 (NOT INCLUDED) a
3. Subject to restrictions, reservations, limitations, easements and rights of `O N N 100.00'(M) I I N
way,if any,appearing of record. �i �y
4. This map of survey and report prepared without the benefit of an abstract cfl d �i
and no title work has been performed orprovided to this surveyor. 10 PART OF LOT 13 I I a2.5' C0
5. This map of survey and report is subject to any facts that may be disclosed
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by a full and accurate title search. 11111
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6. The location of any subsurface foundations, improvements, features or 0912312002
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utilities which may or may not east and which may or may not violate deed W REC 5/8 IRON
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or easement lines are not determined or addressed by this survey. Z a a ROD AND CAP Ui
7. Dimensions indicated hereon are in U.S.standard feet and decimals thereof, N PLS 4165
unless otherwise noted. �p Q N (NOW DISTURBED) LOT 14 (���� ,�� # ��dQ ������ I ��������� ������������� � o
8. Unless otherwise noted, the monumentation has no identification number or Z J UPLAND IMPROVEMENTS NOT LOCATED a 4q.5' ll U
name. qbl
9. Drawing distance between features and property line may be exaggerated Z Z
for clarity. Q 171.48'(P)
10. Features shown by symbol as indicated are not to scale. C, ./
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11. The direction and location of riparian lines was not determined. Adjacent = a Nly / 5' OF LOT 15 I o I a�•II
dodos not located. J
12. A Mean High Water elevation that complies with Chapter 177, Part II, Florida 1, _
Statutes was not located. W LO N
13. Additions or deletions to this survey map or report by other than the signing a PART OF LOT 15 (NOT INCLUDED)
party or parties is prohibited without written consent of the signing party or Q
parties per FA.C. Rule 5J-17.051(3)(b)6. — 3
14. The survey map and report or copies thereof are not valid without the 171.43' (P) oW
signature and the original raised seal of a Florida licensed surveyor and3�
mapper. REC 1/2"IRON O I �
CERTIFIED TO: ALAN R.GRISWOLD and LESIA F.GRISWOLD I ROD AND CAP J w$a
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02/22/99 W
LOT 25 �
LOT 26
TYPE SURVEY DATE WORK ORDER# P.C. CALC. DRAFT CHECKED LEGEND & ABBREVIATIONS CERTIFICATE OF AUTHORIZATION NUMBER LB 7883 THIS PROPERTY IS LOCATED IN F.I.R.M.ZONE(S) N/A m
AS-BUILTSURVEY 01/13/2015 15-01-011 C.R.H. I.W.C. B.T.C. J.W.C. 0 =DENOTES 5/8-IRON ROD W/ G =DELTA P.R.M.=PERMANENT REFERENCE
CAP"CORY LB 7883' R =RADIUS OR (D) =D DESCRIPTION MONUMENT THIS LOCATION IS DETERMINED FROM F.I.R.M.COMMUNITY
BOUNDARY SURVEY P.C.P. =MONUMENT I hereby certify that this survey map and report of the subject property o
UNLESS OTHERWISE NOTED RANGE (M) =MEASURED
FOUNDATION LOCATION L =ARC LENGTH (C) =CALCULATED POINT is true and correct to the best of my knowledge,information and belief PANEL MAP REVISED m
O =DENOTES IRON PIPE C =CHORD (CALC) �� =POWER POLE
UNLESS OTHERWISE NOTED CB =CHORD BEARING =GUY WARE as surveyed in the field under m szr ervislon on the dates shown
FINAL SURVEY (PR) =GRID OVERHEAD UTILITIES
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T =TANGENT OR (G) =GRID A/C =AIR CONDITIONER hereon. I further certify that This survey map and report meets the DANIEL W. CORY
RECERTIFICATION SURVEY ❑ =DENOTES CONCRETE TOWNSHIP CUP =CHAIN-LINK FENCE
MONUMENT (R) =DIAL P.O.B. =POINT OF SWF BARBED-WIRE FENCE minimum technical standards set forth in F.A.C.Rule 5J-17,adopted
TOPOGRAPHIC SURVEY (NR) =NON-RADIAL SURVEYOR,LLC
UNLESS OTHERWISE NOTED (NT) =NON-TANGENT BEGINNING AC. =ACRES by the Florida Eoard of Pre.fsssionaf Surveyors and Mappers,pursuant lu
SPECIFIC PURPOSE SURVEY P.O.C.=POINT OF RAN =RIGHT-OF-WAY 300 CANAL STREET
EMT =ELECTRICAL METAL TUBING PC =POINT OF COMMENCEMENT CL =CENTERLINE to Florida Statutes Ch.472.027,subject to the qualifications noted NEW SMYRNA BEACH,FLORIDA 32168
TYPE DATE WORK ORDER# - CALC. DRAFT CHECKED REC =RECOVERED CURVATURE OR. =OFFICIALRECORDBOOK hereon.
SKETCH OF DESCRIPTION M.B: =MAP BOOK t
NM =NORTHING COORDINAEVALUE PT =POINT OF 386 6)427-75 m
O E(X) =EASTING COORDINAEVALUE TANGENCY =WATER METER Q =CONCRETE(GONG) FAX(3$6)427-17$3 Ul
LB =LICENSED BUSINESS r
P.S.M.=PROFESSIONAL SURVEYOR AND MAPPER -TELECOMMUNICATIONS(rELE) O
D.N.R. DEPARTMENT OF PREPARED FOR: ALAN & LE51A GRISWOLD p
F.I.R.M.=FLOOD INSURANCE RATE MAP RCP =CORRUGATED METAL PIPE DANIEL W. CO( P.S.M. NO.
N.G.V'D=NATIONAL GEODETIC VERTICAL DATUM CMP =CORRUGATED METAL PIPE
COASTAL CONTROL LINE CORRUGATED U U.S.C.&G.S. UNI EDS ATESCOAST GOETC SURVEY +00 =EXISING (ELEV JEFFREY W. CORY P.S.M. NO. 4139 SCALE 1" = 20' 1 FILE# 4001 B a
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