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12-12-2018Wednesday, December 12, 2018 City of Edgewater Meeting Agenda Planning and Zoning Board 6:30 PM 104 N. Riverside Drive Edgewater, FL 32132 Council Chambers We respectfully request that all electronic devices are set for no audible notification. 1. CALL TO ORDER, ROLL CALL 2. APPROVAL OF MINUTES a. Regular Meeting - November 7, 2018. Attachments: Minutes 3. OLD BUSINESS -PUBLIC HEARING 4. NEW BUSINESS - PUBLIC HEARING a. SD-1802 - Renato Ghizoni. D.R. Horton. Inc.. reauestina Preliminary Plat approval for a 200-unit single family residential subdivision on 60.68± acres of land located at the southeast corner of S.R. 442 and Air Park Road. Attachments: Location Map Aerial Map Overhead View Street View Preliminary Plat b. VA-1834 - Joseph Foresta reauestina a variance from the Land Development Code for property located at the north east corner of Travelers Palm Drive and 14th Street. Attachments: Aerial Map Location Map Proposed Plan Street View Property to East City of Edgewater Page 1 Printed on 121512018 Planning and Zoning Board Meeting Agenda December 12, 2018 C. VA-1835 - Larry Brinson requesting a variance from the Land Development Code for Property located at 2176 Air Park Road. Attachments: Location Map Aerial Survey - Plan Property Photos d. VA-1836 - Thomas Greenwood requesting a variance from the Edgewater Lakes PUD Agreement for property located at 520 Safe Harbor Drive. Attachments: Aerial Map Location Map Aerial View Survey - Plan 5. DISCUSSION ITEMS a. Development Services Director's Report b. Chairman's Report c. Agency Member's Report 6. ADJOURN 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/Paralegal Robin L. Matusick, 104 N. Riverside Drive, Edgewater, Florida, telephone number 386-424-2400 x I101, 5 days prior to the meeting date. If you are hearing or voice impaired, contact the relay operator at 1-800-955-8771 One or more members of City Council or other advisory boards may be present. City of Edgewater Page 2 Printed on 121512018 -EDGEWATER Wednesday, November 7, 2018 City of Edgewater Meeting Minutes Planning and Zoning Board 1. CALL TO ORDER, ROLL CALL 6:30 PM 104 N. Riverside Drive Edgewater, FL 32132 Council Chambers Present 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh and Paul Wright Excused 2 - George Kennedy and Thomas Duane Also Present 2 - Development Services Director Darren Lear and Senior Planner Bonnie Brown 2. APPROVAL OF MINUTES a. Regular Meeting - October 10, 2018 A motion was made by Mr. Hatcher, second by Mr. Eichhorn, to approve the Minutes of October 10, 2018. The MOTION was APPROVED by the following vote: Yes: 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh, and Paul Wright Excused: 2 - George Kennedy, and Thomas Duane 3. OLD BUSINESS -PUBLIC HEARING None at this time. 4. NEW BUSINESS - PUBLIC HEARING a. SD-1801 - Old Mission Key, LLC, requesting preliminary plat approval for Oak Leaf Preserve. Mr. Lear provided background information and staffs recommendation. He stated the PUD Agreement for the project was approved by City Council on June 4, 2018 and discussed the development process. Vice -Chairman Andrejkovics opened the public hearing. Parker Mynchenberg, design engineer, stated it has been great working with Staff and is looking forward to another great project. Kathy Koshan, Massey Ranch Airpark, wanted to be sure the new residents of this development would be made aware there is an active airport near by. Vice -Chairman Andrejkovics added there would be active jet service in the near future also. City of Edgewater Page I Printed on 1112612018 Planning and Zoning Board Meeting Minutes November 7, 2018 There being no further discussion Vice -Chairman Andrejkovics closed the public hearing. A motion was made by Mr. McIntosh, second by Mr. Hatcher, to send a favorable recommendation to City Council for SD-1801. The MOTION was APPROVED by the following vote: Yes: 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh, and Paul Wright Excused: 2 - George Kennedy, and Thomas Duane b. VA-1830 - Nikki Golub requesting a variance from the Land Development Code for property located at 2915 Unity Tree Drive. Mr. Lear provided background information on the request and staffs recommendation. Mr. Lear added that a stabilized driveway, pathway or wheelpath for access to the carport will be required. Vice -Chairman Andrejkovics opened the public hearing. Nikki Golub and Dustin Huntington, 2915 Unity Tree Drive; further explained the reason for the carport and construction of the carport. Mr. Wright asked if the carport was existing. Ms. Golub stated it was. Vice -Chairman Andrejkovics then asked for clarification that the carport was previously constructed. Mr. Huntington stated it was constructed after the variance application as submitted. Ms. Golub stated she apparently misunderstood and they constructed the carport after the variance was applied for. She then apologized for the misunderstanding. Mr. Lear stated staff was not aware of this; however the recommendation was for approval. Vice -Chairman Andrejkovics then asked about the staf recommendation of requiring gutters to be installed and if that was done. Mr. Huntington stated they can install them. There being no further discussion Vice -Chairman Andrejkovics closed the public hearing. A motion was made by Mr. Wright, second by Mr. McIntosh, to approve VA-1830 provided gutters are installed directing the runoff to the front of the property. The MOTION was APPROVED by the following vote: Yes: 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh, and Paul Wright Excused: 2 - George Kennedy, and Thomas Duane C. VA-1831 - David and Jeanne Peck requesting a variance from the Land Development Code for property located at 210 South Riverside Drive. Mr. Lear provided background information and staffs recommendation. Mr. Lear stated this request was similar to one recently approved by the Board where the property had frontage on three (3) streets. Mr. McIntosh asked if the proposed fence would impede the fire hydrant or telephone service. Mr. Lear stated the fence was not proposed to go that far. City of Edgewater Page 2 Printed on 1112612018 Planning and Zoning Board Meeting Minutes November 7, 2018 Vice -Chairman Andrejkovics opened the public hearing. Nils Erickson, All Aqua Pools, representing the applicant was available for questions. There being no discussion Vice -Chairman Andrejkovics closed the public hearing. A motion was made by Mr. Wright, second by Mr. Eichhorn, to approve VA-1831. The MOTION was APPROVED by the following vote: Yes: 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh, and Paul Wright Excused: 2 - George Kennedy, and Thomas Duane d. VA-1832: Jay Wright requesting a variance from the Land Development Code for property located at 2819 Lime Tree Drive. Mr. Lear provided background information and staffs recommendation. Vice -Chairman Andrejkovics opened the public hearing. Jay Wright, 2819 Lime Tree Drive, was available for questions. Vice -Chairman Andrejkovics asked what the structure would look like. Mr. Wright stated it would be gray and white which will match the house once that is painted. There being no further discussion Vice -Chairman Andrejkovics closed the public hearing. A motion was made by Mr. Hatcher, second by Mr. Eichhorn, to approve VA-1832. The MOTION was APPROVED by the following vote: Yes: 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh, and Paul Wright Excused: 2 - George Kennedy, and Thomas Duane C. VA-1833 - Clayton Smeltz, requesting a variance from the Land Development Code for property located at 2005 12th Street. Mr. Lear provided background information and staffs recommendation. Vice -Chairman Andrejkovics opened the public hearing. Clayton Smeltz, 2005 12th Street, was available to answer any questions. Mr. Wright asked if the pool deck had any impact on the building coverage. Mr. Lear stated the pool deck is considered building coverage and would not exceed the maximum impervious coverage. There being no further discussion Vice -Chairman Andrejkovics closed the public hearing. A motion was made by Mr. Eichhorn, second by Mr. Wright, to approve VA-1833. The City of Edgewater Page 3 Printed on 1112612018 Planning and Zoning Board Meeting Minutes November 7, 2018 MOTION was APPROVED by the following vote: Yes: 5 - Robert Andrejkovics, Michael Eichhorn, Chris Hatcher, Robert McIntosh, and Paul Wright Excused: 2 - George Kennedy, and Thomas Duane 5. DISCUSSION ITEMS a. Development Services Director's Report None at this time. b. Chairman's Report None at this time. c. Agency Member's Report None at this time. 6. ADJOURN There being no further business, the meeting adjourned at 6: 50 p.m. Minutes Respectfully Submitted By: Bonnie Brown Senior Planner City of Edgewater Page 4 Printed on 1112612018 City of Edgewater �,naF EI)GEWATER Legislation Text File #: SD-1802, Version: 1 104 N. Riverside Drive Edgewater, FL 32132 ITEM DESCRIPTION: SD-1802 - Renato Ghizoni, D.R. Horton, Inc., requesting Preliminary Plat approval for a 200-unit single family residential subdivision on 60.68± acres of land located at the southeast corner of S.R. 442 and Air Park Road. OWNER: School Board of Volusia County REQUESTED ACTION: Preliminary Plat approval. LOCATION: Southeast corner of S.R. 442 and Air Park Road AREA: 60.68± acres PROPOSED USE: 200 lot single family residential subdivision CURRENT LAND USE: Vacant FLUM DESIGNATION: Low Density Residential ZONING DISTRICT: RPUD (Residential Planned Unit Development) VOTING DISTRICT: 2 SURROUNDING AREA: Current Land Use LUMDesignation ZoningDistrict North Vacant olusia County Urban Low Volusia County A-3 (Transitional Intensity Agriculture) East Single Family Low Density RT (Rural Transitional)/Volusia Residential/Vacant Residential/Volusia County County A-3 (Transitional rban Low Intensity Agriculture) South Vacant olusia County Urban Low Volusia County A-3 (Transitional Intensity Agriculture) West Single Family/Vacant Public/Conservation/Low Volusia County A-3 (Transitional Density Transition with Agriculture)/RC (Resource Conservation Overlay Corridor) Background: The subject property was annexed into the City on September 24, 2018; the Future Land Use and Zoning designations and associated RPUD (Residential Planned Unit Development Agreement) were adopted simultaneously with the annexation. The RPUD Agreement details the development requirements for the proposed subdivision, including minimum lot size and setbacks. The Preliminary Plat substantially meets the requirements of the Agreement and Land Development Code. City of Edgewater Page 1 of 2 Printed on 12/5/2018 powered by LegistarTM File #: SD-1802, Version: 1 Construction plans are currently undergoing review by the Technical Review Committee (TRC); upon approval a pre -construction meeting will be held with the developer, contractor and Staff after which the installation of the infrastructure can commence. The developer is obligated to install all required infrastructure prior to the recording of the Final Plat. Land Use Compatibility: The development of a single family residential subdivision is compatible with the adjacent residential development. Adequate Public Facilities: Vehicular access is available via S.R. 442 and South Air Park Road. Required infrastructure shall include, but not be limited to, water/wastewater lines, roads, sidewalks, stormwater retention and recreation areas shall be constructed by the developer. Comprehensive Plan Consistency: The proposed development has a maximum density of four (4) dwelling units per net acre which is consistent with the Low Density Residential Future Land Use designation. RECOMMENDED ACTION Motion to send a favorable recommendation to City Council for SD-1802. City of Edgewater Page 2 of 2 Printed on 12/5/2018 powered by LegistarTM -off 3 00 0o L O - d y �N �rd�ar z -o o� � � O a d c %0 G .�E GEWAT ED ER ®Subject Property "I Dr. � oer�_vzsrzoia —, G� f glop ,r \\ y 1 I \ I \ 1 1 'V 1' ! �� • - \ \ \ EDGE ER Subject Property \ \ 01 Micr s ft rp r ti n 01 Di. it�l l b NE = (01 ) Distut; Ell oere_vzsrzma ` \\ Airbus D = [rl dy ok ziy r '11 .f w Goof Earthrc �, ,a JI 42 @1201 _i Goog e ..i ad —T t ■ _ -, ' ' y 4jr Ilk d .,.a fl 1861 Plnedaie Rd JL r herokee Ridge _. r CL r• jp CL .,ail -CL m y A F m" y 0 ib ilk •� t _ i F- 17 m L 1'l ' CL Tjq C I �f q _ t t 14iq6OL n} . i LL v lx . 4 mom 1000 f Google Earth @2018 Google 4 . 0 79 m ak i c.r ft GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA DESCRIPTION: DESCRIPTION: A portion of Lot 23 and Lot 24, Model Land Company Subdivision, according to the plat thereof as recorded in Map Book 5, page 187, of the Public Records of Volusia County, Florida and a portion of Lots 12, 13, 14, 15, 16, 28, 238, 264 through 272, inclusive; all of Lots 29, 30, 31, 32, all of Lots 239 through 253, inclusive, and all of Lots 273 through 279, inclusive, Assessor's Subdivision of the Samuel Betts Grant, according to the plat thereof as recorded in Map Book 3, page 153, of the Public Records of Volusia County, Florida, and being more particularly described as follows: BEGIN at the intersection of the Easterly Right of Way line of Air Park Road and the South Right of Way line of State Road 442 (Indian River Boulevard) according to the Florida Department of Transportation Right of Way Map, Section 79210-2504; thence along said South Right of Way line of State Road 442 the following three (3) courses: 1) N.68048'54"E., a distance of 763.58 feet; 2) N.21 °15'42"W., a distance of 4.50 feet; 3) N.68048'54"E., a distance of 675.46 feet to a point on the West Right of Way line of Pinedale Road; thence along said West Right of Way line, S.21011'00"E., a distance of 1901.01 feet; thence S.68048'51 "W., a distance of 919.72 feet; thence N.21 °06'57"W., a distance of 495.62 feet; thence S.69033'58"W., a distance of 692.63 feet to a point on the aforesaid East Right of Way line of Air Park Road; thence along said East Right of Way line the following six (6) courses: 1) N.23028'22"W., a distance of 29.76 feet; 2) N.69033'55"E., a distance of 0.51 feet, 3) N.21011'38"W., a distance of 648.95 feet, 4) N.07015'56"W., a distance of 194.75 feet, 5) N.00044'59"W., a distance of 278.91 feet, 6) N.14049'51"W., a distance of 264.38 feet to the POINT OF BEGINNING. Containing 60.683 acres, more or less DEDICATION: THIS IS TO CERTIFY THAT D.R. HORTON, INC., A DELAWARE CORPORATION, BEING THE OWNER IN FEE SIMPLE OF THE LANDS DESCRIBED IN THE ATTACHED PLAT ENTITLED GLENBROOKE, LOCATED IN THE CITY OF EDGEWATER, VOLUSIA COUNTY. FLORIDA. EASEMENTS (1) THE UTILITY EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED TO THE PUBLIC FOR PROPER PURPOSES AND TO PUBLIC AND PRIVATE UTILITY COMPANIES PROVIDING SERVICE TO THE SUBDIVISION FOR THE EXPRESS PURPOSES OF CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTILITY FACILITIES. (2) UNLESS OTHERWISE NOTED, EASEMENTS OF 5 FEET IN WIDTH ALONG EACH SIDE LOT LINE ARE HEREBY CREATED AND PROVIDED FOR THE PURPOSE OF ACCOMMODATING SIDE YARD DRAINAGE SWALES. (3) A (10) FOOT WIDE MAINTENANCE ACCESS EASEMENT AS SHOWN HEREON IS DEDICATED TO THE ASSOCIATION FOR STORMWATER MANAGEMENT, POND MAINTENANCE AND POND ACCESS PURPOSES DESCRIBED IN THE DECLARATION OF COVENANTS AND RESTRICTIONS AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE ASSOCIATION. NOTES: (1) THE PROPERTY DESCRIBED IN THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR GLENBROOKE SUBDIVISION, TO BE RECORDED SIMULTANEOUSLY WITH THIS PLAT IN THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA. (2) THE DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS THAT PERTAIN TO PINELAND PROPERTY, ARE RECORDED IN BOOK __, PAGES _ OF THE OFFICIAL RECORDS OF VOLUSIA COUNTY, FLORIDA. (3) PARCEL A (PUMP STATION) AS SHOWN HEREON ARE GRANTED AND CONVEYED TO THE CITY OF EDGEWATER, VOLUSIA COUNTY, FLORIDA FOR LIFT STATION AND UTILITY PURPOSES. (4) TRACT B AS SHOWN HEREON ARE GRANTED AND CONVEYED TO THE ASSOCIATION FOR COMMON AREA AND OPEN SPACE SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE ASSOCIATION. (5) TRACTS D AND N AS SHOWN HEREON ARE GRANTED AND CONVEYED TO THE ASSOCIATION FOR COMMON AREA AND LANDSCAPE BUFFER SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE ASSOCIATION. (6) TRACTS C, G AND F AS SHOWN HEREON ARE GRANTED AND CONVEYED TO THE ASSOCIATION FOR COMMON AREA AND SIGNAGE SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE ASSOCIATION. (7) TRACT A (COMMON AREA, DRAINAGE AREA AND PARK) TRACTS E, I, O (COMMON AREA, LANDSCAPE BUFFER, DRAINGAE AND UTLITIES) TRACTS J, K, L, (COMMON AREA AND DRAINAGE AREAS) TRACT H (COMMON AREA AND PASSIVE PARK) AS SHOWN HEREON ARE DEDICATED TO THE ASSOCIATION FOR STORMWATER MANAGEMENT, POND MAINTENANCE AND POND ACCESS PURPOSES DESCRIBED IN THE DECLARATION OF COVENANTS AND RESTRICTIONS AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE ASSOCIATION. (8) THE OWNER HEREBY DEDICATES ALL ROADS, STREETS, AND RIGHT OF WAY AS SHOWN HEREON TO THE PERPETUAL USE OF THE PUBLIC AND THE CITY OF EDGEWATER, FLORIDA, FOR ANY AND ALL PURPOSES INCIDENTAL THERETO. D.R. HORTON, A DELAWARE CORPORATION — OWNER PRESIDENT Witness, Witness, ACKNOWLEDGEMENT: State of Florida, County of ______________ The foregoing instrument was acknowledged before me this day of 2018 by ______ He is personally known to me. Notary Public, State of Florida at Large Printed Name of Notary My Commission expires: Commission Number: FWw- P I a60-fteArd THIS PLAT Vicinity Map (Not to Scale) ADDITIONAL NOTES: 1. Northing and Easting coordinates (indicated in feet) as shown hereon refer to the State Plane Coordinate System, North American Horizontal Datum of 1983 (NAD 83 — 2011 ADJUSTMENT) for the East Zone of Florida, have been established to a minimum of third order accuracy, and are supplemental data only. 2. Bearings shown hereon are based on the the Southerly boundary of STATE ROAD 442, according to the Right of Way Map of State Road 442 state project number 79210-2504 of the Public Records of Volusia County, Florida, having a Grid Bearing of South 68'48'54" West. 3. Drainage Easements shall not contain permanent improvements, including, but not limited to, sidewalks, driveways, impervious surfaces, patios, decks, pools, air conditioners, structures, utility sheds, poles, fences, sprinkler systems, trees, shrubs, hedges, and landscaping plants other than grass, except for landscaping of stormwater detention and retention ponds as required by the Land Development Code. This note shall appear on each affected deed. 4. All platted utility easements shall provide that such easements shall also be easements for the construction, installation, maintenance, and operation of cable television services; provided, however, no such construction, installation, maintenance, and operation of cable television services shall interfere with the facilities and services of an electric, telephone, gas, or other public utility. 5. The 10 foot front lot line utility easements dedicated herein are for installation and maintenance of underground utilities and shall not be deemed to prevent or interfere with the construction, maintenance and use of driveways over, across and through said easement areas, and any damage done to any such driveways in connection with the use of the easements shall be repaired at the sole cost of the utility company causing such damage. 6. All lines intersecting a curve are radial (R) unless otherwise noted as non —radial (NR). 7. The uses as stated in the dedication shall be that of the common area and the easements for drainage now located in the areas shown as drainage easements. Additional uses and purposes may also be found in the Covenants, Conditions and Restrictions as recorded in the Official Records of Volusia County, Florida. 8. Each lot will dedicate easements for drainage as follows: 5.0 feet along the side lot lines 5.0 feet along the rear lot lines 9. Landscape and Irrigation within the Common Areas will be maintained by the Glenbrooke Homeowners Association. 10. Retaining walls shall be maintained by the Glenbrooke Homeowners Association. 11. Rear yard inlets will be kept free of debris and will be maintained by the owner of the lot where they are located. Drainage facilities located within rear or side yards shall be contained within drainage easements and are subject to inspection and repair by the Glenbrooke Homeowners Association and the City of Edgewater at the expense of the Glenbrooke Homeowners Association. 12. Building Set Back Per Construction Plans: Front: 20' Side: 10' Rear: 20 Side Corner: 20' Max Building Coverage 35% and Max Impervious Lot Coverage: 75% NOTICE: This plat, as recorded in its graphic form, is the official depiction of the subdivided lands described herein and will in no circumstances be supplanted in authority by any other graphic or digital form of the plat. There may be additional restrictions that are not recorded on this plat that may be found in the Public Records of Volusia County. CERTIFICATE OF REVIEW BY SURVEYOR, CITY OF EDGEWATER I HEREBY CERTIFY that I have examined the foregoing plat and find it conforms to Chapter 177, Florida Statutes. Reviewing Surveyor: Professional Surveyor and Mapper No. THIS IS TO CERTIFY that on City Engineer, CITY OF EDGEWATER XXXXXXXXXXX, P.E. THIS IS TO CERTIFY that on by the City of Edgewater, Florida. City Attorney, CITY OF EDGEWATER AARON R. WOLFE Date this plat was approved. this plat was approved CERTIFICATE OF APPROVAL BY THE CITY COMMISSION THIS IS TO CERTIFY, THAT ON THE ____ DAY OF _______- 2018, THE EDGEWATER CITY COMMISSION APPROVED THE FORGOING PLAT. MAYOR MAYOR MICHAEL IGNASIAK ATTEST: CITY CLERK PRINTED NAME: CERTIFICATE OF CLERK I hereby certify that I have examined the foregoing plat and find it complies in form with all the requirements of Chapter 177, Florida Statutes and was filed for record on at Clerk of the Circuit Court in and for Volusia County, Florida SURVEYOR'S CERTIFICATION File Number RECEIVED October 12, 2018 DEVELOPMENT SERVICES I, the undersigned surveyor, hereby certify that this Platted Subdivision is a correct representation of the land being subdivided; that this plat was prepared under my direction and supervision; that this plat complies with all the requirements of Chapter 177, Part I, Florida Statutes; that permanent reference monuments (PRMs) were set on the ____day of _______- 20___, as shown hereon; and that permanent control points (PCPs) and lot corners have been set or will be set per requirements of Florida Statute or in accordance with conditions of bonding. By: James D. LeViner, (License No. LS6915) Florida Professional Surveyor and Mapper GeoPoint Surveying, Inc. 555 Winderley Place, Unit 109 Maitland, Florida 32751 Licensed Business Number LB 7768 GeoPoinn7t Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 SHEET 1 OF 8 SHEETS GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA r 68�8'S� PCT O Aq d N21 ' 15'42 "W ARP �O O 4.50' i �O O� �� �gt�� Q3 � �' O� � � � �IBg00� LO $2 � O� '�' O� �O O" $0 CA- C 'D �� V )CA-�O O� �,O O� � � L0� 1 �d LOB 100 �jBR � �O O� C`� � ���' `� 1�5 SHEET 3 LO 5 � LO 6 '� O `sgP� �o �O Il � �O O� �,� SHEET 5 ���, LOB 1 1p6 d O� 5 LOT 1 O� 0 "� i�° 0� 133 LO 2 o ACT S �O i�0 LLOB LOT 13 �R '�' �O ♦�♦ VO� O� LOT 14 C, �O O� tj do ♦♦♦♦♦♦ : L 13� ����� L x LOT 15 O,>, a p,�1♦♦♦♦♦♦ �O O� :♦ LOB LOB �O� H _ LOT 16 '� p�� i�♦♦♦♦♦ �O O� o 29 LOB �� O� �' ���♦♦♦ 0�;, �, : LOB \XX 69 �� d LOT 17 M��1jova♦♦ � �O O� � � `�' � � O�1Z$ �� LO Z � �p`S v� o �O O� �, O� 12'I zR�� DO`S SOT �$ LOT 18 ©,O� va Cz �O O� �� : LOB 113 61 LOT 19 E-i it �g� � O �� � 126 SHEET 4 LO �� LOB O �O Off, �� LO 25 O� 11A� O� 66 LOT 20 CO O� ��,� r' VOx 1 L o L ,C' O ,�, ,� a, 6 �O �O �d O� 65 LOT 21 AO O� a, SNEER �O �' LOB 3 O� ♦♦ �O O� �P'� � `�O O� ��, i LOB ) �O O" v` ♦♦♦♦♦♦♦ LOT 22 �� �' $gop� CO��` �� a : - O� '�rA- gO�i♦♦♦♦ p`S 'CA CA- � O o LOB �O O� �� �O �' ♦♦♦♦♦♦ �O O� Z� � 26 0 � ` tea, `',�, '� ,� `\ � � ,9 ♦♦�♦ �' O ,� ,, .fl �p`S d�� O �' ♦♦♦♦♦♦ ' a` 121011'38"W �, $ \,� O O,), 648.95' � SOT Z �' `\\ O� ,�, � � ♦♦♦ ♦ ♦ ♦ O� `,�� o r ♦♦♦♦♦♦ �O O� ,, � \��BR�♦♦♦♦♦♦ �' �O ♦ O �♦ �o ♦ ♦ ♦ PCT C �O OOP `fl L �� �,�: O� 51 SHEET 8 ♦ TR d � �O O� � 0, 69.33�58 SN�� LO $ O i 50 yo; 6 692.6 cr �O N69'33'55'"E \�\ h ��� �9 'Its 0.51 � �RPCT � SCALE 1" = 120' N23'—O'C? 6' z ♦ 'SJ� N ♦ .q8 568 Ip, 0 60 120 240 O ♦ • I IS N 14'49'51 "W 264.38' NO'44'59'W 278.91 ' a a a N7' 15'56 "W 194.75' q�q�2 RO N'o 6 ST 6-75,4 lotE 0 PP LEGEND: �g, 1�p'��'5 ->t ----- indicates (P.R.M.) Permanent Reference Monument — 4%4" Concrete Monument LB7768, unless otherwise noted. $ ----- indicates (P.R.M.) Offset Permanent Reference GeoPoint Monument — 4"x4" Concrete Monument LB7768, unless otherwise noted. SUI"Ve�/1[lg, Inc. t ----- indicates (P.C.P.) Permanent Control Point Iron 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Rod with Aluminum Cap LB7768 PCP Maitland, Florida 32751 Fax: (813) 248-2266 (R) ---- indicates radial line www.geopointsurvey.com Licensed Business Number LB 7768 (NR) ---- indicates non —radial line SHEET 2 OF 8 SHEETS GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA \ 25' STORMWATER \ SEWER EASEMENT OFFICIAL RECORDS BOOK 4737, PAGE 1894 p,'tEg -� S Qp- RROP PRpJ 676139a- g4a Z \ cfi ,.E o - NgP -No SGPP EME OOORPNP p,N� S 68 485� �° Op �O PUMP SAP Quo \�\ °C; N68048'54 "E - �_ , - a8 763.58 , 20 91, , - RP�� PR�� 52 50 94. \ L 1 41O�o° 2Ar Ar3 62 Z ' `so_ / , -0 1g5 p2 6 `N 1 N� N� Pp (` `�' ♦ �` � 68 t�8 `��' S° °° � o O rn� ��' o. �\.0 � \\ w ♦ r' \ 0 0 0, S ♦ ' \ N p w ♦ �� 6� Z O °'= - ' S0 6a q8 5°` gZ�� o_ 5 00 �� �` G� v 01' -13 w ♦ �. 6, 0, o' - ' S 00�� p C4 g �° 2 ` ��2 125 0 \\ O v� O ♦\ Z �� o_ S25° �$R :�A V o ` rn\\ �O 0 5� ' 1166 50 �� \\ �yo y� �\\ ' J - 62 v! 50 p0 O v�\\-�N\ �. \ cs \ 01' ` Q 00 ♦ \ \� o_ - - 0 68 Aa B6 �1� 86F.PS�M O `\ o o \\ �J 125 00 \\ O ZZ-�� \ LO ♦ \ C2 ♦ 5 0° ♦ 2 . SCALE 1 " = 50' 0 25 50 100 LEGEND: ->t — — — — — indicates (P.R.M.) Permanent Reference Monument — 4"x4" Concrete Monument 1_137768, unless otherwise noted. $ — — — — — indicates (P.R.M.) Offset Permanent Reference Monument — 4"x4" Concrete Monument 1_137768, unless otherwise noted. - — — — — — indicates (P.C.P.) Permanent Control Point Iron Rod with Aluminum Cap LB7768 PCP (0/A) — — — indicates overall (NR) — — — — indicates non —radial line CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 90'00'00" 39.27' 35.36' S 23'48'54" W C2 25.00' 90'00'00" 39.27' 35.36' S 66*11'06" E C3 25.00' 90'00'00" 39.27' 35.36' S 23'48'54" W C4 25.00' 90'00'00" 39.27' 35.36' N 66'11'06" W C5 25.00' 90'00'00" 39.27' 35.36' S 23'48'54" W •o \ 12 p \ \ o. \\\ S 68 4a ��' � • o \\\ ` 000 \ \ O 0\\ 'a5 Vol', \ \ 0 `125 01, 0 \\ \ O O \ \ \ 0. \ \ \ 6a �` \ 100 o�0 \ oo yQ J, o_ \\ Aa 5� 0. \'o \ J\ \ 6a LO cP \y O O�`\�y?� 125 • \ � rn, moo \ 125' 0 \ p N do 0 VON Ln 20 5 0 p' 1` oQ0 O d \ Q\ 5 00 \ 125 \ o \ 12 0 ` 25' STORMWATER o ` SEWER EASEMENT o' ` OFFICIAL RECORDS Vol\\ \\ Vol', BOOK 4737, PAGE ' II \ VOA \ \No o 125 00 \ oo. o .o \ 58 �$ o. \\ 2 �S ♦f 6ag9'° 125p0 \\ \ON S��♦T� -� 6 � a�:�♦♦ T� � 1p� ZA VO\� S' ♦ ♦ S�Od a a'♦ LINE DATA TABLE NO. BEARING LENGTH L1 N 21'15'42" W 4.50' L2 S 69'19'17" W 30.49' L3 S 19*43'44" W 23.27' L4 S 20'40'43" E 25.06' L5 N 68'48'54" E 15.00' GeoPoint Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 SHEET 3 OF 8 SHEETS GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C6 25.00' 89'19'06" 38.97' 35.14' S 65'50'39" E C7 25.00' 90'46'22" 39.61' 35.59' N 24'12'05" E C8 25.00' 89'13'38" 38.93' 35.12' S 65'47'55" E ♦♦♦ ■�■■■ M■ 6a�8�q V� C' -� t� �?!b 0 5.6gS 21*11'06'7.04' E ■■■■■■■■■■ ♦♦��5� 12 \\ o\����Z� 12�0c ro ♦ 0\ VQ 125 pp VQ� 125 p0 \ �\ S Qr"V� i 4902 848�� �<":A \\ 0 o \ CC�'Y�i ♦ �� 5 ea 125 °° N e ��Z �N 01 i 0 A t11� ♦ No \ 02 O Q� 0 \ \ \ S 68 ♦ 0. 5 6a 4g O E \ ro `sue 12 i ♦ o \\ 8 48 �� 'o 0 VQ ♦ 6 2 ° 6 \� VQ 5 �0 N v o. oo 0. \\ \`9 ♦ o 68 48 o N o_ � ,N p`I �C�E� R P j No Q� 1 1 Op o 12 rn :♦ 1� GOO P P S\ J� P �. o 00 5 O c ♦ \ VQ 4a \ ♦ Z Z o� E 4a oo �� o'\� 12 1J 0 pp \ ♦ Z N 6$ • N 126 1 O; VQ� `� 125 \ \\ oo �J,�` VQrf O 0" N 68 G/ r O � Z� p N ♦ -�LO`N 6a O. o cr V 50 \N 12 ♦ w ` Q� o- 6g 4 � �♦ N_ o\\ v \25�0 N 6251 \\ 0 50 0. ♦\ �� 50 VQ �25 00 Z Now O� \ ,2 0 25' STORMWATER SEWER EASEMENT OFFICIAL RECORDS BOOK 4737, PAGE 1894 o o, o \Z 1- 0 , r' N N �0 v1 0 N' 0° cam^ _ -7 0:�A o. , CP O �� S �� 56 69 N�� ._-�o''� i9 x> 0 O O; (o+� �� 00 ✓7 1 600 O �11 7 M VQ 0 \ O S 68 Aa 5� o_ \ LQ� 6'I \, 12A� 9g cs \� 5� O 6a �8 6 \ Q� 6 \ v \ o_ ♦ � a"� 4B 5� o 66 Op Z No O �' `J \� \ 5 p0 �� , , , ' � � /1029 q.8 � \ ♦ ♦ 0 No Q_ �\ 25 0° 2 C6 - S g . ♦ ♦ ♦j♦� �1� ♦ r E 12 6' �p �° Z Q .. ♦ ♦ S T� 00 6 50 0� Z NLIN O 3a 8 .. ♦ • ♦ \\ Now O� `L No / / /0��1 gp O �� ` 6g E 't R 10 • N No, , , 6°1,00 600�5 6 `pl BROO r o \ 0,,, � S ON ..,. ♦ o Ncs S0 DO ♦ o . \\ lot tIl ]♦ �0 ���� ♦ C8 I / / 46°� ♦♦♦••• ��` ` ♦ N� •••• ♦ 0 :-o 0 00 6` ♦ ♦ � I( ps� �=1vv kVl 1 SCALE I " = 50' LEGEND: ->t — — — — — indicates (P.R.M.) Permanent Reference Monument — 4"x4" Concrete Monument 1_137768, unless otherwise noted. $ — — — — — indicates (P.R.M.) Offset Permanent Reference Monument — 4"x4" Concrete Monument 1_137768, unless otherwise noted. - — — — — — indicates (P.C.P.) Permanent Control Point Iron Rod with Aluminum Cap LB7768 PCP (0/A) — — — indicates overall (NR) — — — — indicates non —radial line GeoPoin/t Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 SHEET 4 OF 8 SHEETS CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C9 25.00' 90'00'00" 39.27' 35.36' N 66*11'06" W C10 25.00' 90'00'00" 39.27' 35.36' N 23'48'54" E C11 150.00' 69'33'53" 182.12' 171.14' S 34'01'57" W C12 150.00' 14'40'34" 38.42' 38.32' S 61'28'37" W C13 150.00' 16'54'47" 44.28' 44.12' S 45'40'57" W C14 150.00' 16'54'47" 44.28' 44.12' S 28'46'10" W C15 150.00' 16'54'47" 44.28' 44.12' S 11*51'23" W C16 150.00' 4'08'58" 10.86' 10.86' S 01'19'30" W C17 25.00' 83'38'30" 36.50' 33.34' S 26'59'39" W C18 125.00' 69'33'53" 151.77' 142.62' S 34'01'57" W C19 100.00' 69'33'53" 121.41' 114.09' S 34'01'57" W C20 100.00' 10*35'26" 18.48' 18.46' S 63*31'11" W C21 100.00' 58'58'27" 102.93' 98.45' S 28*44'15" W C22 25.00' 90'00'00" 39.27' 35.36' S 45'44'59" E C23 150.00' 20'26'07" 53.50' 53.22' N 79'01'57" E C24 200.00' 20'26'07" 71.33' 70.96' N 79'01'57" E C25 25.00' 90'00'00" 39.27' 35.36' N 23'48'54" E C26 25.00' 90`00'00" 1 39.27' 35.36' 1 N 66'11'06" W LINE DATA TABLE NO. BEARING LENGTH L6 S 89' 15'01 " W 87.08' L7 S 82'35'29" W 15.17' L8 S 21'40'48" E 20.81' L9 S 62'05' 14" E 23.27' L10 N 68' 19' 12" E 30.26' L11 N 21*11'06" W 55.00' rL1 2 N 68'48'54" E 15.00' a � 40 Y N A N 1 O 0 r 6� O=#-- 0 W O 0 W Oa 0i LEGEND: ->t - - - - - indicates (P.R.M.) Permanent Reference Monument - 4"x4" Concrete Monument 1_137768, unless otherwise noted. $ - - - - - indicates (P.R.M.) Offset Permanent Reference Monument - 4"x4" Concrete Monument 1_137768, unless otherwise noted. - - - - - - indicates (P.C.P.) Permanent Control Point Iron Rod with Aluminum Cap LB7768 PCP (0/A) - - - indicates overall (NR) - - - - indicates non -radial line GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA 65 V 49 F q�q�2 PP zR R�3.1 E ov =A G N68��8°5 9� ' / 0.00 5 ° 50 S�PQE S MENc s 6a 4a 50 rn_ O�i GOMMD k EOk \ •gyp \ SCALE I " = 50' \ 5 0 0. o. NO S0 °0 r5\ c 0. \� N°�5p �66 1166 lb sou�16p �� \\ ♦ �gi�� S 68 0.0 , ' / / \\ ♦♦ 00,\ • 0� ro g6 G1lb 2 Ncr a ' ' Z O `r \ \♦ N 1 51 62 �• o �� N SIg RPC� \ N o. M N 69.3 41'74„ �a G �00 U�\\\ i rn_ 00 N' 0 o CIO \ N� -e W / /G 0 5 0 \ o y N o 0 72 / c, F.P O �- z \ 'p 00 LOT 1 // o N o o. 50 ° S 6B 4a 5 50 po a o \ N 86'36'01 " W 128.02' 65 5 0 2 \\ I ♦�� S 04'35'51 " E i 50 00 EME`,� s 50 °° N \\ N ♦ �.r\ 34.18' 25.00' 25.00' �, v-N S OGE �s Z j \ Q N� \� , , c> ♦ �`l, N V 3 I N I L 0 I 84_ �1 0 vM LI o LL a �Z ml o w'0 Q� 0 6 0 V)00 Q -.q- 0 N _ Z I o 6 :5 o 6 � \w LO I I 50 °° °�\N 5° �° LOT 13 I M I N PµF3' N 89' 15'01 " E 125.00' I io I CIO bo.00 0 n LOT 14 N 89' 15'01 " E 125.00' LOT 15 w Q N 89'15'01" E ~w 0o F- 0 0 LOT w 0 0 QD 0 z 1 LO C)w Z E I ww C) ¢ I N 89'15'01" E 0 w I I m V I 0 1 O o 6 LOT I I uO I N 89'15'01" E ■■■■r■i■■ ■■■■■■ MATCH LNE SEE SHEET 6 ■ 125.00' I �� 2 rnNO vi,rn O 6,rn_ OpNr o / �6saoo �♦8♦�$♦, :��5♦Zov`♦Q A♦�° o �5 \r g\.' ♦amS♦'0 ♦ 0• ♦� . /♦ ♦ ♦ ♦ ♦♦♦ ♦♦♦,`CJJ1ffv��6 0 S 891501W 0 N 71.09' 96 `n N� 60.00 w w 11.09,LO `N o0 N I '0 q6 N10 °°do SDao �oo o/S 0. Ln N o w w 6a I oN ' �I � conBg00 E . ♦' 10 35.00' C23 S 89'15'01" W oo ♦♦♦ L6 41.59' N C24.. ♦ ♦ • ■ ■ ■ - 25.00' ■ ■ ■ ■ 4 i ■ ■ ■ ■ ■ ■ 0 ♦ ♦0 GeoPoi t Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 SHEET 5 OF 8 SHEETS GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA -�'NP ��.• .� ♦♦♦♦ S 45,6. 50. 0. ro to ts �� , if �i J�7C) 'O ` 5° �° ° ° N • MATCH LINE ♦ cunn 24 SEE SHEET 5 .' q 23 9 > O 7• ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i L14 Ln N C31 Gq8 �' 6'. No. \� S° > 0. \• N 89' 15'01 " E 125.00' _ o o� io pLIN F� 5.0'10) S�M�\,\( > rn_ O� NO 5° °° 5° °° Z > O� \` o_ •• h N LET 1O I ``, i 5.0' > O DO o °c�° L13 1i - I N 6': �0 50 525 6 55.o o Z N N1o�N o 0r o L f 0.Q N z 1" E 125.47' r cv XcsI N 8622I N U 'O 25000_2.60' 5.00.5°' cM > 6N w 6'50.Qo Z LQ ff)ODLOT 19 "oot m z 1 0 -a-) 0. u) C)i i I 0 Nr m m n �I ° o I m1 °o \ \ \\ N O Z o 125.00' II1z 6_ S 82'44'04" W o V) ,n o CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C24 200.00' 20'26'07" 71.33' 70.96' N 79'01'57" E C27 250.00' 6'30'57" 28.43' 28.42' S 04'00'27" E C28 225.00' 6'30'57" 25.59' 25.57' S 04'00'27" E C29 200.00' 6'30'57" 22.74' 22.73' S 04'00'27" E C30 25.00' 90'00'00" 39.27' 35.36' S 44' 15'01 " W C31 225.00' 20'26'07" 80.25' 79.82' N 79'01'57" E C32 25.00' 90'00'00" 39.27' 35.36' N 66*11'06" W C33 25.00' 90'00'00" 39.27' 35.36' N 23'48'54" E C34 25.00' 89'59'28" 39.27' 35.35' S 66'11'22" E C35 200.00' 13'55'43" 48.62' 48.50' S 14' 13'47" E C36 225.00' 13'55'43" 54.70' 54.56' S 14' 13'47" E C37 250.00' 13'55'43" 60.77' 60.62' S 14' 13'47" E C38 25.00' 90'00'32" 39.27' 35.36' S 23'48'38" W C39 25.00' 90'00'00" 39.27' 35.36' N 66*11'06" W C40 25.00' 90'45'01 " 39.60' 35.59' N 24' 1 1 '25" E C41 25.00' 89'14'26" 38.94' 35.12' S 65'48'51" E C42 25.00' 90'45'34" 39.60' 35.59' N 24*11'09" E C43 25.00' 89' 14'41 " 38.94' 35.12' S 65'48'44" E C44 250.00' 3'39' 16" 15.95' 15.94' S 05'26' 18" E C45 250.00' 2'51'40" 12.48' 12.48' S 02'10'49" E C46 225.00' 2'10'06" 8.51' 8.51' N 88'09'58" E C47 225.00' 1 1 *36'26" 45.58' 45.50' N 81' 16'42" E C48 225.00' 6'39'35" 26.15' 26.14' N 72'08'42" E C49 200.00' 7-05'34" 24.76' 24.74' S 10*48'43" E 00 w - co I 68. 50. O� - I 1Io N' rn;�\ Sp. o- o LOT - 67.12'4" 135.63vZ � in S315rnO f '5°oo w o 9 o 1n 1 �I o r0 rn O 125.00o N 82'44'04„W NoI o S \\ �� ♦♦ h rZ II III �! WIQ M5.21v °' oS_ 85S22 LO v5.00ME ro N T26 '�'0O �� o r' \\0N 125 > 0 \`o I'44' �o g0'06� � \ 0 J 5.o° S6 }� � o 00 cs 2 I\ LO 1 12.19' \` -'\` �> No- 5° �',V yBgOO S > \`\ �� Ncr o+ o- \ o vC\\ \ \ \ ° Op p Oo - N o O p z \ IL ° o. �p EM�N , 7 S 5 / 6'= �'�P v ` 0 5 \ 'CP \ a22 \$_ `� \ - 5poo °oo ,' o O �� �v� N� ` °oo \ N \• y \ S Cr� Z J `\\ do-C3 _ " , g2 / 5° Oo , , �. rn �c^�7Zo S 'o\ o 0 �25 ` o \ 0 0 6'. `Jcs p0 6 \ 5 . 0• \ o 8 5 Z\\ S 6a 4 4r \\ N� Sp °° d \�� \ j O,), > o_ Sp 2 N \• �� \\ O� \\ 0 60 ~ ' S N1 �SE\� o �� `L Nis 5g 50 �° o. \ ow \ ° \ pp 5'I , \�' rn o Sp 00 bi No \ o \ 0 125 0 \ 0 25 ,� / , ` > �O 8 54, .pl 50 00 No �- O� \\ \♦���� c3 fit^ �2 \ o_ �N \ 0 V 5 0 \ \ o cs Op 6a 4 N o \ 22 6': 0 50. S \ 5 d N rn_ \ o c^ 48 ` N Una I\ � \ O i 0_ 0 �° ` r N cos: �O \ t^ y �t�^ \ S O� v� \\ cP 0� \ `\ 0 50 0� SCoo,( 5 �\ cP rn �O c� O� r' O ��\ Op `\C� \\ 700. �= \\ �� �� o ' gpNG NPGE 6� 2 64 5° �° 5 ° \\ No � o. ♦�� o\\ oo vJ 125 \ o �;, �\ \\ Gov `\ �- 5° �° ON PR�I O Op `\ oo �O 5t^ `\ 5 6g 48 22 ( `\o. c^ �� p\\ � � \\ 50 p0 GO S 69 5° U NO 7� 0- \\ c3`� N OP 0- -56 3� \\ r1 V \\ 0 o\ro OO> ZN >Q\ \\\ \ `S68 4$ 25pN0`1 0o 5 0 0`° 'o \� Z�0Ooo Lp 0 �, ' ' 5° ♦ ♦ /♦6� Z \Z%A 0 o ♦ ♦ riI'��•1^CC�Z♦1�'tv�•��♦ 1^ VA- ♦ ♦'' -13 od oft 3� \�N ♦ /♦ ♦'� VON LA 0. 0. > y�wo. o c\ �_�c'O �) � o��o 0�o_�$o' 6♦♦. • O Z o v lJ cs\ `� o 0 600 y 0p \ \ o. O 0 ,, ��p0 .♦♦ NO S 48 22 \ o. >`\ )CA- o. `\ o - 50 �0 j ��♦ ♦' • 6 rf 29 \\ o � \69 ics �C\L\ 0. , - p0 35 ♦' VO 1 \ �� cn 2 0�0 SEMEN, - 50' N \001 7 \ N00 EP 00 o \ 5 �g /♦ .) l \ \ o_ \ o_ 22 0. \ orn \ �" �Z \ 00 \ 8�a \ Z,,o o g ♦♦ SCALE 1" = 50' \C4 "'-563° /♦♦�'''. LEGEND: ----- indicates (P.R.M.) Permanent Reference \\\ , , - ' ' / / NLP . ♦' ♦ ♦ ♦ • Monument - 4"x4" Concrete Monument - ' ' 90 ��, v� o_ ♦ ♦ ♦ ♦' LB7768, unless otherwise noted. "'' •�3 $ - - - - - indicates (P.R.M.) Offset Permanent Reference Monument - 4"x4" Concrete Monument 1_137768, unless otherwise noted. - - - - - - indicates (P.C.P.) Permanent Control Point Iron Rod with Aluminum Cap LB7768 PCP (0/A) - - - indicates overall (NR) - - - - indicates non -radial line Cs3 5 5 6g /..♦♦ C43 .♦♦♦ GeoPoint Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 S SHEET 6 OF 8 SHEETS LINE DATA TABLE NO. BEARING LENGTH L6 S 89' 15'01 " W 87.08' L13 S 00'44'59" E 4.76' L14 j S 89-15'01" W 37.08' CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C50 200.00' 6'50'08" 23.86' 23.85' S 17'46'34" E C51 250.00' 1 1' 13'04" 48.95' 48.87' S 15'35'06" E C52 250.00' 2'42'39" 1 1.83' 1 1.83' S 08'37' 15" E C53 25.00' 66'38'20" 29.08' 27.47' S 54'30'34" E C54 25.00' 22'36'21 " 9.86' 9.80' N 80'52'06" E GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA f 1V1S�♦♦♦�RP�� N PRE,/ 5000,, ♦♦♦ -O _o � a �✓ N69'33'55 "E 0 . :;A _.A 0. 51 ' pdo 0 Q o-,�O o��d Nc3P kJ A O N23028'22 "W 29.76' I V UL -"-I_AI "_ I V CITY OF EDGEWATER LEGEND: ->t ----- indicates (P.R.M.) Permanent Reference Monument - 4"x4" Concrete Monument LB7768, unless otherwise noted. $ - - - - - indicates (P.R.M.) Offset Permanent Reference Monument - 4"x4" Concrete Monument LB7768, unless otherwise noted. - - - - - - indicates (P.C.P.) Permanent Control Point Iron Rod with Aluminum Cap LB7768 PCP (0/A) - - - indicates overall (NR) - - - - indicates non -radial line C�tit� 6 r S�,Y ♦ N c,�♦ ■ ♦ g.22 ♦♦♦♦ �c SEMEN ^ �■ ♦ ♦ oo F? I u, ■ ♦♦♦♦ Rp�� 50. , �, I ■ ♦♦♦♦♦♦♦ O� 50 0 No O�1 �� 2500 ■ ♦ iP ♦♦♦♦♦♦/ 5�00'/// // ON � �O �� � IIU ■ Lr) ME 00 ♦ ♦ ♦ ♦ `P N6s �, 1�8 12 II U ♦♦♦♦♦♦/ 6g��55 50��''�// ND `�` �, O� � f �` op N 695 TRON PR EI � � ♦♦♦♦ N N N '9 5 GOMMN SPP �. LO ♦ ♦ ♦ ♦ 50 �� ' No �: O� cs 00 �Q OPE 12 �\c� 25 OC CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C55 25.00' 90'45' 19" 39.60' 35.59' S 24' 1 1 ' 16" W C56 25.00' 104' 18'09" 45.51' 39.48' N 58' 17'00" W C57 125.00' 24'42' 18" 53.90' 53.48' N 06' 13' 13" E C58 175.00' 39'41'19" 121.22' 118.81' S 01'16'17" E C59 150.00' 39'41 ' 19" 103.90' 101.84' S 01' 16' 17" E C60 24.00' 44'20'06" 18.57' 18.11' N 01'03'06" E C61 60.00' 270'00'00" 282.74' 84.85' N 68'38'09" E C62 175.00' 17'22' 14" 53.06' 52.85' S 09'53' 15" W C63 175.00' 12'13'50" 37.36' 37.28' S 04'54'47" E C64 175.00' 10'05' 15" 30.81 ' 30.77' S 16'04' 19" E C65 150.00' 39'45'28" 104.09' 102.01' N 01'18'22" W LINE DATA TABLE NO. BEARING LENGTH L15 N 21'24'50" W 100.01' L16 S 20'26'05" E 25.33' L17 N 69'33'55" E 35.66' L18 N 69'33'58" E 12.10' LP19 S 23'13'09" W 15.05' L20 N 21'11'06" W 1277.51' 1 1 oil coMM�,sEM�N�I � N� ♦♦ � "37 .OP STORM EN`�RpS OFo k GeoPoin67t Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 SHEET 7 OF 8 SHEETS GLENBROOKE LYING IN SECTION 38, TOWNSHIP 18 SOUTH, RANGE 34 EAST, EDGEWATER, VOLUSIA COUNTY, FLORIDA CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C59 150.00' 39'41 ' 19" 103.90' 101.84' S 01' 16' 17" E C61 60.00' 270°00'00" 282.74' 84.85' N 68'38'09" E C65 150.00' 39'45'28" 104.09' 102.01' N 01'18'22" W C66 24.00' 45*11'06" 18.93' 18.44' S 43'42'30" E C67 24.00' 6'32'38" 2.74' 2.74' S 63'01'44" E C68 24.00' 38'38'28" 16.19' 15.88' S 40*26' 1 1 " E C69 125.00' 39*41 ' 19" 86.59' 84.87' S 01' 16' 17" E C70 175.00' 31'54'44" 97.47' 96.21' N 02'37'00" E C71 25.00' 82*54' 17" 36.17' 33.10' S 28'06'47" W C72 125.00' 14*11'40" 30.97' 30.89' S 14'01'07" E C73 125.00' 17*21 ' 1 1 " 37.86' 37.71 ' S 01 *45' 19" W C74 125.00' 8'08'28" 17.76' 17.75' S 14'30'08" W LEGEND: L� f ----- (0/A) --- (NR) ---- LINE DATA TABLE NO. BEARING LENGTH L20 N 21' 1 1 '06" W 1277.51 ' L21 S 66° 18'03" E 14.69' indicates (P.R.M.) Permanent Reference Monument - 4"x4" Concrete Monument 1_137768, unless otherwise noted. indicates (P.R.M.) Offset Permanent Reference Monument - 4"x4" Concrete Monument 1_137768, unless otherwise noted. indicates (P.C.P.) Permanent Control Point Iron Rod with Aluminum Cap LB7768 PCP indicates overall indicates non -radial line ICA C �J ♦♦ J ♦♦♦♦♦ Ncr gOpO s EP �ME ♦ ♦♦♦♦♦ o' Sp�o / oN ♦ ♦ 43 lP °s" 3� ♦♦♦%' ♦ ♦ , ' N O_ 0 F ♦♦♦♦ N 6g 651A 5p�O N 0- ♦♦♦♦ �� No o ♦ % O�RO 69 �� �� 5p 0� rn. �: -� o ♦♦♦♦ Bg0 s - �n o001 , ♦♦♦ ZppO ' NO o ♦♦♦♦/ 5p�� ,, � NO ♦♦♦♦♦ 5pp0 ,Na N6+_ � � �j � � 5pp0 01 A ♦♦♦♦� 5p00 ,' No cs No. 5p 00 ♦♦♦♦ 10 O 0� o Q o. pp g1p� � 0• 010 ♦ N� 5p NO . N� sk�' �$' E N o" 56 8� NO O�j OP NO o, c,� N L. o, �N cJ' o u' ^^ i ' (\\,\ N Nam_ �j N0 5p Op 1� ♦ I EP �" allN �' ♦ 1 0 tP ♦ 1 '� �= l.I` oo. � '� �, � No ■ V� 01 NO_ 0 50 329 c2 ■ � I 0 0� 5a' E ♦ I N ♦ I i ♦ 25 00 �29 fig, ♦ a n � U Lr ■ C) I o S 68 � 50� oo_ ■ S3 �'0 : RM� P� EN-\ 510 psEM FtOs S��Ec F R�G P PpE SCALE I " = 50' 25' STORMWATER SEWER EASEMENT OFFICIAL RECORDS BOOK 4737, PAGE eoPoint Surveying, Inc. 555 Winderley Place, Ste 109 Phone: (321) 270-0440 Maitland, Florida 32751 Fax: (813) 248-2266 www.geopointsurvey.com Licensed Business Number LB 7768 SHEET 8 OF 8 SHEETS City of Edgewater �,neF EI)GEWATER Legislation Text File #: VA-1834, Version: 104 N. Riverside Drive Edgewater, FL 32132 ITEM DESCRIPTION: VA-1834 - Joseph Foresta requesting a variance from the Land Development Code for property located at the north east corner of Travelers Palm Drive and 140' Street. OWNER: Marjorie Harris REQUESTED ACTION: Variance approval to allow a 20-foot side -corner setback in lieu of the required 30- feet per Section 21-50.02 (Table V-1). LOCATION: North east corner of Travelers Palm Drive and 14th Street. AREA: 80' x 125' PROPOSED USE: Single Family Residence CURRENT LAND USE: Vacant FLUM DESIGNATION: Low Density Residential ZONING DISTRICT: R-2 (Single Family Residential) VOTING DISTRICT: 1 SURROUNDING AREA: Current Land Use LUMDesignation ZoningDistrict North Single Family Residence Low Density Residential R-2 (Single Family Residential) East Single Family Residence Low Density Residential R-2 (Single Family Residential) outh Vacant Low Density Residential R-2 (Single Family Residential) West Single Family Residence Low Density Residential R-2 (Single Family Residential) B l ack gr ound.• The subject pr operis s currently y vacant, the applicant is pt oposin g to construct a single fa itm y residence. T he property has street frontage on two sides requiring each to have a 30-foot setback; the proposed residence could not be constructed within the required setbacks. Land Use Compatibility: The property is located in a residential neighborhood; therefore the construction of a new single family residence is compatible with the area. The residence to the east of the subject property was constructed in 1995 and maintains a setback from the northern property line of approximately 10-feet. Adequate Public Facilities: The property has access via Travelers Palm Drive. City water and wastewater is available. Comprehensive Plan Consistency: The proposed construction is consistent with Policy 1.4.3 of the Future Land Use Element which states: "If necessary, the City may reduce limitations on infill and redevelopment activities consistent with the land uses and densities indicated in this Plan in situations that will not jeopardize public health, safety or welfare". The proposed residence is consistent with City of Edgewater Page 1 of 2 Printed on 12/5/2018 powered by LegistarTM File #: VA-1834, Version: 1 the land use and densities defined in the Plan for the subject location. RECOMMENDED ACTION Motion to approve VA-1834. City of Edgewater Page 2 of 2 Printed on 12/5/2018 powered by LegistarTM ,�3tr st �o 0 Q d� C. d� N o d o IoL 3 � 0 o a o 0 o� O_ EDGEWATER 1� ®Subject Property \ st ,�ytr L07­ 2661 (Not included) I I LOT 2660 (Not Included) L (7 2659 (No.' Included) I L GT 2658 11'Jot Included) a .,. W ! a '� :-,lo'1 LOT ;:! 65 7 (Not Ino laded) j . v S210 00`00'E(C,I 80'(P) (� zap ; S2100 58 E 79,91(M) o — - S21 °00'00 'E(;:•,) 80'(P) oS20050'34'� ;I9.85'(M)� _ ZQ - / l�1` may; \ (jU'i o E ao�r \c:;,o` LL $9 I 0 ...\ d' O 1 t" 4j Ito 04 to C4 0) Q) �y O Z3N U �J ti e to C) OZ ? Q SIG RD +a 'O m QE n� 40'(P) 40'(P) I 40 ,(P) g9 7 80.00 P{(M) N21 °DO'00"W N20050'36"W 79.76(M) L, 1 O y y W U~N �1�W1� �2 Q Q I �o WUyti L M �='pQo yti, J �--Q-� �JWm� °_QL�zO OLQ Uq� 1 Q 2QU' �rj) �:':oaiw0 I ►-.1;zpmz CgI_OW W< I-ij~I--t� W cr p :';woxW :i: LIJ W 0 `>::I Q W W J OQL m 4 r;:O 0 ....CD •4;x0QO az i a C7 I o ! o 00 N21 °00'00 "W(C) 360'IP)) N21 °02`04"W 360.13 (N1) I '120'(F ,, IS O ►, .... r a 3t E, tRlNGS N21 00 (PO W ASSUMED !'120 I,I1LJ I;Y 2Q' AS+'HALT PAVEMENT SURVEYORS NOTES: 1) NO IN >'[RUMENTS OF RECORD DISPLWLING EASEMENTS, RIGHT -OF W.:,YS AND OR OWNERSHIP WERI' FURNISHED TO THIS SURVEYOR EXCEPT WHI:IiE SHOWN. 2) THE SURVEY DEPICTED HEREON IS SUBJECT TC b NY ADDITIONAL RECORDS TH t.T MAY BE FOUND IN THE PUBLIC RECORDS OF THI:; COUNTY. 3) NO UNDERGROUKI) INSTALLATIONS, CONCRETE I`,",OTERS, AND OR IMPROVEMEW-S HAVE BEEN LOCATED EXCEPT WHERE SHC-WN- 4) THE TERM CERTIFIED Ili THE PROFESSIONAL OPINION +:f' THIS SURVEYOR AND DOES,1!?T CONSTITUTE A GUARANTEE OR WARRANTY Ei THER EXPRESSED OR IMPLIED E) ADJOINING PROPERTY DES( RIPTIONS WERE NOT FURNISH[::) TO THIS SURVEYOR EXCEPT WHERE : MOWN. 6) THIS SURVEY IS SUE,[ICT TO ANY FACTS DISCLOSED DIY A FULL AND ACCURATE TITLi SEARCH. THIS SURVEY IS CERTIFIED BASED C7N THE SURVEY DATE AND NO" DN THE DATE OF SIGNATURE i; UTILITY EQUIPMENT OR MACHIr:ERY BOTH ABOVE AND BELOW GROUND NOT LCt; ATED UNLESS SHOWN. 8) FEN, US PHYSICAL RELATION TO PR:?'IERTY LINES AND OR OTHER I;I:ATURES EXAGGERATED FOR CLARITY. ;1) THE PROPERTY DEPICTED Ih 'I HIS SURVEY IS SUBJECT TO Ah'Y RESTRICTIONS, RESERVATI01,1S, LIMITATIONS. EASEMENTS AND RIGHT OF 1h': YS, WHETHER RECORDED OR NOT. 10) IF LOCATION OF EASEU i:NTS OR RIGHT-OF-WAY OF REi :ORD, OTHER THAN THOSE ON RECORD PLATS, I!, REQUIRED, THIS INFORMATION [BUST BE FURNISHED TO THE E jRVEYOR AND MAPPER, PER F ORIDA STATUES RULE 61G17.8.0031(4)(e)11) TH;S SURVEYOR OR FIRM, DOES NOTASSUHIE RESPONSIBILITYA';D SHALL NOT BE LIABLE FOR C ..AIMS ARISING FROM ERRONEOUS OR INCOF RECT INFORMATION FURNISHE: BY THE OWNER, LENDER, OR ,:-WNERS CONTRACTORS OR OTFERS, WHICH IS USED TO FORMULATE THIS SURVEYORS OPINION. THIS SURV "OR HAS NOT BEEN CONTRAC I'[:D TO PERFORM ANY TITLE SC/,RCH OF PUBLIC RECORDS AND HAS NOT DON: 30, ONLY VISIBLE EVIDENCE ?F POSSIBLE EASEMENTS WERE SHOWN UNLESS PROVIDED B" CLIENT OR IL IL < o !!'p 0 z 5 p CO) I.0 O IL LL CO) W re y... a ui Z C. z [L 0 J U. w o Q: U) 0 LL w T W C. U W w ui wQ �w z�' _ ZU ZZ�V.O W LU2o0o °° a,2IrwW w 0>a Z 0CIZ w Zc:XW< QLLW� c): Wcl-0) 7 R U)OU WQUjII1Z1 Z WQ0LL JOuiZW Z i W�01J�F-<LLOL)>>- 11QF LLJ I'4 LLJ w wn �Q.ILp W �.:.0„af= u) F- cj ¢ WWWJ Q :D:D j„ 'mow F- m co W. q 4 133 Df �' r! CL r W 1:) _y O -0 0 Z CL 0 0 O F = H cL N - E O O a- :d O a)V_ O o C) LJ r Z U � M 115 O- M O O (Q _ H ❑ � 0) ca N LL ;, _ L 0) Q (.j V- N C, • U O C�1s 0�0M� Z W '15 cam- 0 0)0 3 O 1 w .J .,.1 r- M 1=1 M I L C) ry I =W •L n 00 Za w t r �r�� !,Li 0 zi 0 : i! �' O W "I N c) t) O a O r Ja�2� t.[. U� w ::1 �LL N"t.t Y* o a IU) W,-J Z O ma fnWrJ WN��¢[l. O m = Qma5-::A laol-tn3><O0- =t-cza 20 2�� N )0V b) w r'U}r�JIYIY� mQI,IINLL W YZ.;:},WI--(I7WOF-wr2mG jl][n = WQ I��WD >QQU�>��ulr.)Ou) ELU)Cn LLl->r0mz� :);ILL) } a, I THE UNDERSIGNED FIFREBY CERTIFY THIS PL 4TTO BE A Z U U O `' BERRY JOE PAYNE SURVEYOR, INC. TRUE REPRESENTATIC lI OF A FIELD SURVEY MADE UNDER MY _W Q W W w JO >- m a ° D° rr1 LB #7418 SECHNICIALON AND STANDARCI•:;i FOR SURVEYING N TH+S THE M NS ATIE OF J X Z ❑;; Q O p}p w Q Z W LI,IWF-N OWE-JF-n,:v_ PROFESSIOId,4L SURVEYOR) FLORIDABLDMINISSRAT'tIE C URSUANT TO 1SECTION af Z 0" 2 W O w w W Q c AND MAPPER LS #5846 1 S MECT TO LL NOTES Q w .W o .v HEREO 1116 Wildwoo,;l Ave., Edgewater, Fharida 32132 1L1_11_"",o___y.­ Phone (386) 009-5388 Email pa)-,".I:jro3@msn.com BERRY JADWD UZ-FEM,-- PREPARED IIIY• ..�I­_ONO�'-JWOZ�ZOa �Q'C WO�f:'.ICU` lLd'ZQC��XC�I.L[ )OQC 1WQ WJ�U)O I:Q YM LS#5846 DATF`SIGNED mJOQj_.IWaxW()�QN�LL;.7 s'.: a f . jam. _ 1;; + • MGoogle Eart IL At 4 ^ + i1 ■ .ti f • • ` l Z et ti� may. F1; r. T y ;` • ," _ t dr It ilk Vv a • r ► - , f . 7 i t� Y c'. s. 1 J � r IMFy .! . ;- - - �rCd • � r f; � .. rJ + ,J _411i i AM •, s � r zoo y 4 4 H Boole Earth @1201 Google f_;.F-iq ft City of Edgewater EDGEWATEIZ Legislation Text File #: VA-1835, Version: 1 104 N. Riverside Drive Edgewater, FL 32132 ITEM DESCRIPTION: VA-1835 - Larry Brinson requesting a variance from the Land Development Code for property located at 2176 Air Park Road. OWNER: Larry Brinson REQUESTED ACTION: Variance approval to allow an accessory structure to be 81% of the total square feet of the primary structure in lieu of the maximum 70% per Section 21-36.02 (k). LOCATION: 2716 Air Park Road AREA: 1.90± acres PROPOSED USE: Barn/Storage CURRENT LAND USE: Single Family Residence FLUM DESIGNATION: Low Density Transition with Conservation Overlay ZONING DISTRICT: RT (Rural Transitional) VOTING DISTRICT: 2 SURROUNDING AREA: Current Land Use FL UM Designation Zoning District North Single Family Residence Low Density Transition RT (Rural Transitional) East Vacant olusia County Urban Low Volusia County A-3 Intensity South Vacant olusia County - Volusia County RC Environmental Systems Corridor West Single Family Residence Volusia County Urban Low Volusia County A-3 Intensity Background: The subject property contains a 3,090 square -foot single family residence constructed in 1978; also on the p roperty is a 1,410 square foot metal garage with storage. A 960 square -foot garage/storage building built in 1996 was recently demolished; the applicant is requesting to replace it with a 1,100 square -foot metal storage garage. The proposed garage will match the existing garage in appearance. The structures were located on the property prior to annexing into the City. Based on the square -feet of the primary structure accessory structures are limited to a total of 2,163 square -feet; previously the accessory structures totaled 2,370 square -feet or 77%. City of Edgewater Page 1 of 2 Printed on 12/5/2018 powered by LegistarTM File #: VA-1835, Version: Land Use Compatibility: The subject property is located in a rural area with most parcels exceeding one (1) acre in size. It is not uncommon for these properties to have several large accessory structures. Adequate Public Facilities: NA Comprehensive Plan Consistency: NA RECOMMENDED ACTION Motion to approve VA-1835. City of Edgewater Page 2 of 2 Printed on 12/5/2018 powered by LegistarTM �r OaK�(t %0 d� 22rd gt �3 dam. �a 0 N. L AA o st EDGEWATSR 23�d ®Subject Property 91 Or. oe�_wsrzoia \ EDGEWATER Subject Property Or, o��e ivsizoie .. BOUNDARY SURVEY OF PREPARED FOR 2116 ASP PRA n70/v GPI 0n71N-1501v - ; NE ONNM 5910(1P LMAL OE5--PIP I M. A PARCEL OF LAND LYING IN PART OF LOT 21 AND PART OF LOT 22, MODEL LAND COMPANY SUBDIVISION AS SHOWN ON MAP IN MAP BOOK 5, PAGE 187 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA, ALL LYING WESTERLY OF AIR PARK ROAD (COUNTY. ROAD), A 50 FOOT RIGHT-OF-WAY AS NOW LAID OUT AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A CONCRETE MONUMENT BEING THE SOUTHEAST CORNER OF LOT 22 AFORESAID; THENCE S69"38'30"W ALONG THE SOUTH LINE OF THE SAID MODEL LAND COMPANY SUBDIVISION FOR A DISTANCE OF 169.23 FEET TO THE WEST RIGHT-OF-WAY OF AIR PARK ROAD AFOREMENTIONED FOR THE POINT OF BEGINING; THENCE CONTINUING ALONG SAID LASTMENTIONED LINE S69"38130"W FOR A DISTANCE OF 418,32 FEET; THENCE N21'OT05"W FOR A DISTANCE OF 199.74 FEET; THENCE N69°38'30"E AND PARALLEL TO THE SOUTH LINE OF MODEL LAND COMPANY SUBDIVISION FOR A DISTANCE OF410.35 FEET TO THE WEST RIGHT-OF-WAY OF SAID AIR PARK ROAD; THENCE S23"24'10"E ALONG THE WEST RIGHT-OF-WAY OF SAID AIR PARK ROAD FOR A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINING. ALSO KNOWN AS PARCEL 6, STANLEY ACRES. FLOOD ZONE: X �Of COMMUNITY.NUMBER:120308 PANEL:12127CO685 SUFFIX J BASE FLOOD ELEVATION: NAVD88 FIRM DATE: 9,29/2017 0,Ck 1 e ' "' VD) LOCATIONMAP NOT TO SCALE C.' voo .4 k , 1 , ,izo vdig \ ; 40R�O6O NOES, . 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY PROPERTY LINE, ASSUMED TO BEAR N69"38'30"E. / s tm' ISEO ODN' N LOo , tt , � . •, Illy' �+\ it \' � �'•�is- Is t , t L 3. ,... , � t .ert,4iioceutatbr..p a+b, Im Ntx ` ice" ""eSL TI `NPS P VL VOPEt✓IAT,'ON OE�e,-.Q'FTION; NC AIR CONDITONER CIL CENTERUNE I.D. IDENTIFICATION LB LICENSED BUSINESS D DEED M MEASURED P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINING RAN RIGHT OF WAY two Project Sh« t Ci-16569. 6250N. M UTARY TRMI, SUITE 102 _ _ A Q(� WEST PALMBEACH,FL33407 �bce Ccte AIDS PHONE:561.640.4800 Kommit SURVEY ISN0meP8 WIFTHO 10-05-2018 SURVEYING FAX: 561.640.0576 TFNATURANDTHDTVALINAL RAISED $Cole THE SIGNATURE AND SURVEYOR RAISED SEAL N_ L OF LB#7463 A FLORIDALICENSED SURVEYOR AND A4IPP 1 — 201" WWW.CONPASSSURVEYING.NET J , x w ti "N" :► 3A a.. l . • N. 711 , - ♦; • 1A . tk � y S. 4 x—Sti . � Old Building ,,V. - � T JL F dr 41- r 1 _ f - 4'` . 7+-� wk-i Z7 - 4 }+ .jwoo P OW r 116 i f t � F • as • .��� Jjr I b 40 N4 A WA. w r 4L :J. 4k PIN A 4 5 f � � r ~ i ,1 fir, ' �z•�; ��' ;,}-'--` -. S� F .fL i�y •�' t• . f � # .�'' '4. Idi • r • •_Rb— z r i OF API } Iry - IF Al 1qF { ` r �k � J 1 • Jr • +, � � � Ala _ � � .� • h s� 5 r ' I1III�11+1A-- q ' i 1 • � yY i - q DOORS I ROLL -UP I ASTA INDUSTRIES INC. Model 203 SWINGING FRONT ELEVATION SCALE: 1/8" = V LEFT SIDE ELEVATION SCALE: 1/8" = 1' FL8888.1 R5 10/07/17 RIGHT SIDE ELEVATION SCALE: 1/8" = 1' 8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFI MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 8X8-W1 .4XW1 .4 COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTh 7. CONCRETE ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT 1252, OR EQUIVALENT. 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS F 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 8 MIL VAPO R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1818.1 ( CODE SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARIN ASSUMED. 10. 14 GA FRAMING: 2-1/2" x 2-1/2' TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. REAR ELEVATION SCALE: 1/8" = 1' 4N h y4 Y TM ' NY: { }'may {TJ f` ;G S F I • � 4 � yb r- .i � r v City of Edgewater �,naF EI)GEWATER Legislation Text File #: VA-1836, Version: 104 N. Riverside Drive Edgewater, FL 32132 ITEM DESCRIPTION: VA- 1836 - Thomas Greenwood requesting a variance from the Edgewater Lakes PUD Agreement for property located at 520 Safe Harbor Drive. OWNER: Thomas Greenwood REQUESTED ACTION: Variance approval to allow a 12' x 26' wood deck to be located seven (7) feet from the property line in lieu of the required 15-feet per the Edgewater Lakes PUD Agreement. LOCATION: 520 Safe Harbor Drive AREA: 50' x 105' PROPOSED USE: Deck CURRENT LAND USE: Single Family Residence FLUM DESIGNATION: Low Density Residential ZONING DISTRICT: RPUD (Residential Planned Unit Development) VOTING DISTRICT: 4 SURROUNDING AREA: Current Land Use LUMDesignation ZoningDistrict North Single Family Residence Low Density Residential RPUD (Residential Planned Unit Development) East Single Family Residence Low Density Residential RPUD (Residential Planned Unit Development) South Single Family Residence Low Density Residential RPUD (Residential Planned Unit Development) West Vacant Low Density Residential RPUD (Residential Planned Unit Development) Background: The subject property contains a 1,858 square -foot single family residence constructed in 2015. The existing residence is 19-feet from the rear property line; therefore only a four -foot (4') deck could be constructed within the required setbacks. The applicant is proposing to construct a 12' x 26' wood deck to provide for an outdoor entertaining area. The property owner will be required to obtain approval from the HOA for the construction of the deck. Land Use Compatibility: The construction of a deck is compatible with residential development. Several variances were previously approved by the Board allowing decks to be located between one -foot (1') and six -feet (6') from the rear property lines in Edgewater City of Edgewater Page 1 of 2 Printed on 12/5/2018 powered by LegistarTM File #: VA-1836, Version: Lakes Adequate Public Facilities: NA Comprehensive Plan Consistency: N/A RECOMMENDED ACTION Motion to approve VA-1836 with the condition that approval from the HOA be provided to the City prior to the issuance of a building permit. City of Edgewater Page 2 of 2 Printed on 12/5/2018 powered by LegistarTM ki EDGE "ER Subject Property D.W 11W018 7� �o- N N .�o �o 0 d o. 6 o„ 7 0 0 � C p�E EDGEWATER %V w� FQr 9e� ®Subject Property 0 at@� o, 0 2 <a�ese 0 D.W 111 0 8 'vN LEGAL DESCRIPTION. LOT 32, EDGEWATER LAKES PHASE TA, ACCOROX0 TO THE PLAT THEREOF, RECORDED M PLAT BOOK 54, PAGES 45-49, OF THE PUBLIC RECORDED OF VOLUSIA COUNTY, FLORIDA. Y.. Y= 520 SAFE HARBOR DRIVE. EDGEWATER, FLORIDA FIDELITY NATIONAL TITLE Long Surveying, Inc. "Specializing in Resi&wlial SLrve ing" LB No. 7371 1061 S. Sun Dr. Ste. #1113 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 WK%7.longSUrveyrng.Com DRMW Br CIECKED BY.• ANKIT BRETT U)?TIFIED To.. THOMAS C. GREENWOOD FIDELITY NATIONAL TITLE FIDELITY NATIONAL TITLE INSURANCE QUICKEN LOANS, INC CCWMUN4r NO: 120308 PANELSUFRX.' F.LR.M. OA7E.- 0700 J 09/29/17 FLA zoNL X SURVEY Na RELD OA 7E' 88923 04/03/2018 boundary purvey i C',qL� r -3a. LINE TABLE [P] LINE LENGTH I REARING Lf 2SO0- 5 693652" W LINE TABLE [Af] LINE LENGTH BEARING L 1 25 93' S 69 '42'05" W AL T KEY 4029923 EDGE OF WATER o z. " N 20VJ'08" W 50. DO' (P) , j�0 N 2072'26" W 50.04' (M) a° e TI T 32 u v. Q I ONE STORY O o 1520 e o 0 LOT 33 3 3 4, 3 LOT 31 N 20'03'0B" W 218. 47' (M), 21.6 57' (P) s a ;r Ot g 12.4 " pl t0 CO Er) COV tar ENTRY _ as ._.� .r� G `o IV' U.E - �a5 ° 0 0 — — a9 �.o.P.� IS 20173'08" E 50.00, (P) N EO.P. 20'0.3'08" E 50.09' (M) I�5 SAFE HARBOR DRIVE (50' R/lYJ A/C — AIR CONDITIONER A.E — ALLEY EA99dENT RC -- BLOCK coRNFR BLK -- BLOCK Ca — CONCRETE BLOCK C$5 — CONCRETE BLOCC STRUCTURE CU — CONC?= UONUVENT COhr — CONCRETE D — 0= D.E — DRAINAGE E4&D4ENT E.G.P. — EDGE OF PA I• SVT F.G.C. — FOUND CROSS CUT KF.E FINISHED FLOOR ELEVA77LW FND — FOUND Q. — IDEN TIFlCA 77ON I.P. — IRON PIPE I.R. — IRON ROO L R C — IRON ROD dr CAP L — ARC LENGTH La — LAND SURWrNG BUSINESS LS — LAND 5lJHW)'0R LE — LANDSCAPE FASEMFNT M — MEASURED M.0 — MAINTENANCE EASFJUENT N& — NAIL AND DISK P PLAT P.E — PEDESTRIAN EA.SE)4fNT P.G — POINT OF CURVATURE P.CC — PONT OF COWPOVJND LLRVA7URE P.CP. — PFI?hIANFNT CCNTROL POWT P.L — PROPFRTY LINE RCLR — PCWT OF BEGINNING P-f1G — PXy7' OF COWMENCEMENT POLL — POINr ON LINE RXC — PUNT OF REVFJiSE CURVE P.R,U — PERMANENT REFERENCE I/GWUNENT P-D.AE — PRIVATE DRAINAGE AND ALLEY EASEMENT T — FVNT OF TANG04T R — RADIUS RIV — RIGHT OF WAY S/W — SIDEWALK U.E — UALITY EASEMENT &EL -- BUILDING SE 1FACK LINE -- — RICINT—OF—WAY LINE CENTERUNE X DARB WRE FENCE r5` WDGO FENCE -,�' --- CHAIN LINK FENCE PLASRC/PW FENCE BEARINGS SHOiW HEREON ARE BASED UPON THE WESTERLY R19HT OF WAY LINE OF SAFE HARBOR DRIVE BEING S 20-03'08" E PER PLAT NO TES' t) This e y Is based on the 1e94 d—fption as pm0ded by the Clem 2) This has not obsbvcled the Imd shown he for eaecvnent; r(ghts of ray or restric0.75 of record whkh may offmt the bfte or use of the lend J) Do not rec Stn-t Property Ilow frurn bugdh9 ties 4) No footing or o,rhan9s have been locofed a c*t as shorn 5) No ,inpro-6 or ut➢hies hone been lomted erespt os shown 6) Not ,did .ith—f a sgnotvre and the outhanficoted elect—L, Bed or the orig;not relsad sed of a F7orido licensed 3r —.�— and Floppa- CedfllcaI(pa: I cer'Ufy that this sarwy was mdde under my dirnctlan ono that it megfe, VTR, minknum terhnkol standards set foM by the BpoT.� o.CP dgnol Lund Surwyas and Mappers k, Ch ( •�; pg�, p Admw5t ctrve Code, PursuanC�`tb; Sir` 4S -vidn smtat— ;2- No. 5910 srA SUn IEYOF• LEON L. HAMPT�N P.S V- NO- 5910