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12-08-2020 - SpecialCity Council - Special Meeting City of Edgewater Meeting Agenda 104 N. Riverside Drive Edgewater, FL 32132 Mike Thomas, Mayor Christine Power, District 1 Gigi Bennington, District 2 Megan O'Keefe, District 3 Jonah Powers, District 4 Council Chambers6:00 PMTuesday, December 8, 2020 We respectfully request that all electronic devices are set for no audible notification. 1. CALL TO ORDER and ROLL CALL, PLEDGE OF ALLEGIANCE, INVOCATION 2. APPROVAL OR CHANGES/MODIFICATIONS TO THE AGENDA 3. OTHER BUSINESS Reciprocal Easement Agreementa. Reciprocal Easement Agreement (with errors) Affidavit of Sciveners Error & rerecorded Reciprocal Easement Agreement Ken Hooper letter 10 26 2020 Email correspondence ALDI Attachments: Jayson Hoffman requesting City Council overturns the October 21, 2020 Planning & Zoning Board approval of two of the variances related to VA-2027. b. Appeal Letter Appeal addendum #1 Confirmation Letter Site Plan - Revised 11-03-20 Attachments: 4. ADJOURN Page 1 City of Edgewater Printed on 12/1/2020 December 8, 2020City Council - Special Meeting Meeting Agenda 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 Brown, CMC, 104 N. Riverside Drive, Edgewater, Florida, telephone number 386-424-2400 x 1102, 5 days prior to the meeting date. If you are hearing or voice impaired, contact the relay operator at 1-800-955-8771. Page 2 City of Edgewater Printed on 12/1/2020 City of Edgewater Legislation Text 104 N. Riverside Drive Edgewater, FL 32132 File #:AR-2020-5088,Version:1 COUNCIL AGENDA ITEM (AR-2020-5088) SUBJECT:Discussion of a Reciprocal Easement Agreement DEPARTMENT:Development Services SUMMARY:A reciprocal Easement Agreement across the eastern side of 1821, 1825 and 1829 South Ridgewood Avenue has been made an integral part of the appeal process for the Aldi Food Market project. This agreement will be discussed at the meeting. Attached for review are the following: ·A timeline written and submitted by Mr. Ken Hooper depicting how this easement agreement came into being along with specific assertions, ·Emails between Mr. Hooper and City Clerk Robin Matusick pertaining to the easement agreement, ·The easement agreement, ·An affidavit of Scrivener’s Error. BUDGETED ITEM:N/A BUDGET AMENDMENT REQUIRED:N/A RECOMMENDED ACTION:None offered at this time - item is intended for discussion only. City of Edgewater Printed on 12/1/2020Page 1 of 1 powered by Legistar™ 2/25/2019 12:37:35 PM Instrument #2019037611 #1 Book:7660 Page:2173 Doc Stamps $0,70 Transfer Amt $10.00 This instrument prepared by: G. Larry Sims, Esquire Doran, Sims, Wolfe & Ciocchetti 1020 W International Speedway Blvd Daytona Beach, Florida 32114 RECIPROCAL EASEMENT AGREEMENT Made with effective date of the ! _ day of rr t,L ,,2M, by and between the City of Edgewater, Florida, as to Parcel "A"; Volgat Properties, LLC, a Florida limited liability company, as to Parcel "B"; Benoist Enterprises, Inc., a Florida corporation, as to Parcel "C"; and David M. McClure, as to Parcel "D", all of whom are collectively referred to hereinafter as "Owners". As to Parcel "D", it is not the homestead of David M. McClure, who resides elsewhere. WHEREAS, the parties hereto (the "Owners") desire to subject the properties described as Parcels "A", `B", "C" and "D" in the attached Exhibits (the "Properties") to the covenants, easements, and conditions herein described, and to provide for certain rights and easements in order that each Party, and/or their respective grantees, assignees, tenants, and licensees may freely use Easement Areas (defined below), and to provide for certain drainage rights, parking rights, access, and ingress and egress to and from the properties described in the attached Exhibits to and from the adjoining public roads; and WHEREAS, the Properties shall be subject to this Agreement to provide access, ingress and egress, parking, surface and stormwater drainage systems and pedestrian walkways for the use and development of the Properties. NOW THEREFORE, it is declared that the properties described herein shall be held, sold, leased, mortgaged, occupied and conveyed subject to the following easements, covenants and conditions, and shall be binding upon all parties and/or their respective grantees, assignees, tenants, and licensees and any and all mortgagees hereafter having any interest in the Properties, and any parties having or claiming any right, title, or interest in to the Properties, and/or any of the easements described herein or any portion thereof and their heirs, successors, and assigns and which such restrictions, easements, covenants, and conditions shall inure to the benefit of each party. Properties Subject to Easements. All of the Properties described in the attached Exhibits "A", "B", "C" and "D" shall be subject to the easements and rights and responsibilities described herein, and shall be collectively referred to hereinafter as the "Properties." 1. Access Easement. Owners hereby establish and create for the benefit of, and as an appurtenance to the Properties, and for the benefit of the Owners of the Properties from time to time and their respective Permittees, perpetual non-exclusive rights, privileges, and easements for the passage of vehicles and for the passage and accommodation of pedestrians over, across, and through the Properties as the same may Instrument #2019037611 42 Book:7660 Page:2174 from time to time be constructed, and maintained by each Owner on the Owner's Property. Such easement rights shall be subject to the following provisions and other applicable provisions contained in this Agreement: (a) No fence or other barrier or structure (whether temporary or permanent) shall be erected or permitted within or across the Properties; provided, however, the foregoing provision shall not prohibit the installation of landscaping improvements, lighting standards, monument signs, sidewalks, medians, bumper guards, curbing, stop signs, and other forms of traffic controls to the extent required by the City of Edgewater, consistent with its Land Development Code, and shall not interfere with pedestrian or vehicular ingress or egress. (b) Each Owner shall use reasonable efforts to assure that construction traffic to and from its Lot shall not interfere with the use, occupancy and enjoyment of the Property (or any part thereof) or any other Lot. (c) Drainage Easement: A perpetual non-exclusive easement, right-of-way, and access right over and across the Properties is hereby granted for the benefit of the Owners of the Properties for the accumulation of surface drainage waters, all in accordance with the permits, licenses and regulations of the St. Johns Water Management Authority and the City of Edgewater. (d) First Owner to Develop Requirement. The Owners, by their execution hereof, agree that the first in time to develop their Parcel will construct, at such Owner's sole expense, all improvements required to construct a Twenty Four feet (24') wide road, and any required stormwater modification over Parcel A, with all such improvements constructed in accordance with the Standard Construction detail of the City of Edgewater after meeting all requirements by the City of Edgewater for permitting such improvements. The owners of Parcels C and D shall have the right to improve the parcels north of them to complete the construction of the Twenty Four feet wide road which connects their parcels to Indian River Boulevard, should they develop first. (e) Maintenance, Repair and Replacement. The Owners, defined for the purposes described herein, as Owners of Parcels A, B, C and D, shall each maintain or cause to be maintained, at its sole cost and expense, its property which is subject to this Agreement and shall be responsible for the operation, maintenance, repair, reconstruction and replacement of the improvements constructed on such party's easement estate, and for paying for all property taxes and insurance premiums applicable to such easement estate. Such maintenance of the party's easement estate shall include, without limitation: (i) maintaining the surface in a level, smooth and evenly covered condition the type of surfacing material originally installed for such substitute as shall in all respects be equal in quality, use, and durability; (ii) removing all papers, debris, filth and refuse and thoroughly preparing area to the extent reasonably necessary to keep the area in a clean and orderly condition; (iii) placing, keeping in repair and replacing any necessary directional signs, markers and lines; (iv) operating, keeping in repair and replacing, where necessary, such artificial lighting facilities located therein as shall reasonably be Instrument #2019037611 #3 Book:7660 Page:2175 required; (v) maintaining all landscaped areas within the Properties and making such replacement of shrubs and other landscaping therein as is necessary, including regular cutting of all grassy areas therein; and (vi) maintaining all retaining walls, if any, in a good condition and state of repair. Each Property shalt be operated and maintained in compliance with all applicable governmental requirements and the provisions of this Reciprocal Easement Agreement. (e) Indemnily. The Parties hereto shall indemnify, defend and hold the other parties harmless from and against any and all claims, expenses, liabilities, losses, damages and costs, including reasonable attorney's fees, and any actions or proceeding in connection therewith, incurred in connection with, arising from, due to, or as a result of, the death of any person or any accident, injury, loss or damage, howsoever caused, to any personal or property as shall occur in or about the easement area lying within each party's respective property, except claims resulting from the negligence or willful act or occasion of the indemnified party, or any occupant of any such property, or the agents, servants or employees of such indemnified party, whenever the same may occur. IN WITNESS WHEREOF, the following Owner has hereunto set its hand and seal the day and year shown below. As to Parcel "A": Prin : State of Florida County of Volusia CITY OF EDGEWATER, FLORIDA A Florida municipal corporation Name:_ Office: Dated: -�,7 J•-2eV The foregoing instrument was acknowledged before me on the W- day of FLI , 2018, by Dc en��P, , the�nk,*n;,n Cit, .of THE CITY OF EDGEWATER, FLORIDA who is personally known [ me or who has produced as identification. \ .......... Exoires nay Comm. .. 2020 x;,76 otary Public State of Florida at Large My commission expires: As to Parcel "B": State of Florida County of Volusia Instrument #2019037611 #4 Book:7660 Page:2176 VOLGAT PROPERTIES, LLC A Florida limited liability compAny By: 2 Name: Leonel Benoist Office: President / Dated: / z — % The foregoing instrument was acknowledged before me on therA day of '��x'✓ 2018, by Hannah T. Stephen, as Manager of VOLGAT PROPERTIES, LLC, a Florida limited liability company, who is personally known to -me o who has produced %7 as identification. •t,'�y Notary P lic ` ERIKA LINARES FF MY COMMISSION # FF 951262 State of Florida at Large EXPIRES:Janua ig 2020 My commission expires: �• �• N As to Parcel "C": aIoe - Print: Print: State of Florida County of Volusia Instrument #2019037611 #5 Book:7660 Page:2177 BENOIST ENTERPRISES, INC. An inactive Florida corporation By: Name: Leonel Benoist Office: President Dated: /r 2 — 17— ( PA The foregoing instrument was acknowledged before me on the P) day of 'zkca'"4er 2018, by Leone] Benoist, the President of BENOIST ENTERPRISES, INC., an inactive Florida corporation, who is personally known to mc or_ who has produced G i�Z as identification. Notary Pu is ERIKA IINARES State of Florida at Large •'`•'•`"%' M commission expires: ; MY COMMISSION # FF 951262 Y P '•o;, "+'i�;,••' EXPIRES: January 19. 202 0 911 As to Parcel "D"• sd 4 Print: P ` t: �C c State of Florida County of Volusia Instrument #2019037611 46 Book:7660 Page:2178 Dav'd M. McClure Dated: The foregoing instrument was acknowledged before me on the i day of _�S , 2018, by David M. McClure, who is (� personally known to me or (� who has produced �L t. _ as identification. Notary -Public Ek' " PATRICIAM.OROSTEN State of Florida at LarCommission # FF 918220 y p Expires January 12, 2020 M commission ex ir, ade.an.�r�r�aY..o.eooaasro,9 Instrument #2019037611 #7 Book:7660 Page:2179 SKETCH OF DESCRIPTION OF (NOT A SURVEY) EASEMENT "B" (1821 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Warranty Deed recorded in Official Records Book 6971, Page 3118 of the Public Records of Volusia County, Florida, being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, and being more particularly described as follows: For a Point of Beginning, commence at the northeast corner of said U.S. Lot 3; thence South 601 57' 58" West, a distance of 57.04 feet; thence South 001 16' 20" East, parallel with the east line of said U.S. Lot 3, a distance of 171.11 feet; thence North 601 57' 58" East, a distance of 57.04 feet to said east line of U.S. Lot 3; thence North 001 16' 20" West, a distance of 171.11 feet to the Point of Beginning. Containing 8,555 square feet more or less. REPORT: 1. Description prepared by the undersigned at the request of the client. 2. Bearings refer to Warranty Deed recorded in Official Records Book 6971, Page 3118 of the Public Records of Volusia County, Florida. 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record. 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 7. Dimensions indicated hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch is not an actual Boundary Survey. 9. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J -17.051(3)(b)6. 10. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 I hereby certify that this sketch of description of the subject property is true and correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in F.A.C• Rule 5J-17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472.027, subject to the qualifications noted hereon. Signed: Jeffrey W. Cory Professional Surveyor and Mapper License Number 4139 Seal: THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE W ITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC Certificate of Authorization Number LB 7883 300 Canal Street New Smyrna Beach, Florida 32168 (386)427-9575 FILE # 3501-F Work Order #18.07-017 Part of U.S. Lot 3 (#1821) Section 2, 71 BS, R34E Page 1 of 2 P O r Z C� Instrument #2019037611 #8 Book:7660 Page:2180 I e ...... .......OPs<�o OT3 i S 60057581#W ` ...... ....... .... 57, 04' EASEMENT "B" ^�>, 8,555± SQUARE FEET #1821 nO LANDS DESCRIBED IN WARRANTY DEED PER OFFICIAL RECORDS BOOK 6971, PAGE 3118 7 ^�1! .... .. ...� (7 GRAPHIC SCALE 0 $ so I tech = 50 feet PO/NT OF BEG/NN/NG NORTHEASTCORNER OF U.S. LOT 3 Al N 6005758"E 57.04' A y 4 NOT A BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC Certificate of Authorization Number LB 7883 300 Canal Street New Smyrna Beach, Florida 32168 (386) 427-9575 FILE # 3501-F Work Order #18-07-017 Part of U.S. Lot 3 (#1821) Section 2, TI 8S, R34E Page 2of2 Instrument #2019037611 #9 Book:7660 Page:2181 SKETCH OF DESCRIPTION OF (NOT A SURVEY) EASEMENT"C" (1825 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Warranty Deed recorded in Official Records Book 6045, Page 115 of the Public Records of Volusia County, Florida, being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, and being more particularly described as follows: Commence at the intersection of the south right-of-way of Indian River Boulevard and the easterly right-of-way of U.S. Highway No. 1; thence South 29° 02' 14" East, along the easterly right-of-way of U.S. Highway No. 1, a distance of 392.96 feet; thence North 600 57'45" East, a distance of 304.28 feet for the Point of Beginning; thence continue North 60° 57' 45" East, a distance of 57.04 feet to the east line of said U.S. Lot 3; thence South 000 16' 20" East, along the east line of said U.S. Lot 3, a distance of 171.11 feet; thence South 600 57' 45" West, a distance of 57.04 feet; thence North 00° 16' 20" West, a distance of 171.11 feet to the Point of Beginning. Containing 8,555 square feet more or less. REPORT: 1. Description prepared by the undersigned at the request of the client. 2. Bearings refer to Warranty Deed recorded in Official Records Book 6045, Page 115 of the Public Records of Volusia County, Florida. 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record. 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 7. Dimensions indicated hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch is not an actual Boundary Survey. 9. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J-17.051(3xb)6. 10. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 I hereby certify that this sketch of description of the subject property is true and correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in F.A.C. Rule 5J-17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472.027, subject to the qualifications noted hereon. Signed: �� X l �c� A_�� Seal: Jeffrey W. Cory Professional Surveyor and Mapper License Number 4139 THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE W ITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7883 Work Order #18-07-017 300 Canal Street Part of U.S. Lot 3 (#1825) New Smyma Beach, Florida 32168 Section 2, T1 8S, R34E (386) 427-9575 Page 1 of 2 Instrument #2019037611 #10 Book:7660 Page;2182 GRAPHIC SCALE 0 25 50 N— ��lj I itch = 50 feet cl) lb O C14 PO/NT OF ��O RNV =RIGHT -0F WAY o~ COMMENCEMENT \ ��/ Z r PO/NT OF �• c "' ' BEG/NN/NG N O N 60°57'45"E _ .... 57.04' N 60°5745"E 304.28' 40 �? EASEMENT "C" $0, ti��ry o Q- 8,555± ►� o� Q' o��` SQUARE FEET #1825Z LANDS DESCRIBED IN WANTY DEEDQuo OFFICIAL RECORDS OOKR6046, PAGE 15ER 7 7 0 Co S 60057'4581W / ��, 0� o� �\k QQ CO 57.04 / �� Q� �o a� p�vpo Com) 14-1 ae LINCOLN ROAD (35'R/W) NOT A BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7663 Work Order#16-07-017 300 Canal Street Part of U.S. Lot 3 (#1625) New Smyrna Beach, Florida 32168 Section 2, TI 8S, R3 4E (386) 427.9575 Page 2 of 2 Instrument #2019037611 #11 Book:7660 Page:2183 SKETCH OF DESCRIPTION OF (NOT A SURVEY) EASEMENT"D" (1829 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Warranty Deed recorded in Official Records Book 6334, Page 4173 of the Public Records of Volusia County, Florida, being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, and being more particularly described as follows: Commence at the intersection of the south right-of-way of Indian River Boulevard and the easterly right-of- way of U.S. Highway No. 1; thence South 29° 02' 14" East, along the easterly right-of-way of U.S. Highway No. 1, a distance of 535.13 feet to a point of curvature; thence 7.83 feet along the arc of a curve to the right, said curve having a radius of 11584.2 feet and a central angle of 0° 02' 19"; thence North 60157' 45" East, along a tine non -tangent and non -radial to said curve, a distance of 221.98 feet for the Point of Beginning; thence continue North 60° 57' 45" East, a distance of 57.04 feet to the east line of said U.S. Lot 3; thence South 000 16' 20" East, along the east line of said U.S. Lot 3, a distance of 171.11 feet; thence South 600 57' 45" West, a distance of 57.04 feet; thence North 00° 16'20" West, a distance of 171.11 feet to the Point of Beginning. Containing 8,555 square feet more or less. REPORT: 1. Description prepared by the undersigned at the request of the client. 2. Bearings refer to Warranty Deed recorded in Official Records Book 6334, Page 4173 of the Public Records of Volusia County, Florida. 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record. 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 7. Dimensions indicated hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch is not an actual Boundary Survey. 9. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J -17.051(3)(b)6. 10. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 I hereby certify that this sketch of description of the subject property is true and correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in F.A.C. Rule 5J-17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472.027, subject to the qualifications noted hereon. Signed: Seal: Jeffrey W. Cory Professional Surveyor and Mapper License Number 4139r - THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE ` Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7883 Work Order #18-07-017 300 Canal Street Part of U.S. Lot 3 (#1829) New Smyrna Beach, Florida 32168 Section 2, T1 88, R34E (386) 427-9575 Page 1 of 2 Instrument #2019037611 #12 Book:7660 Page:2184 Laura E. Roth, Volusia County Clerk of Court of�F LID PO/NT OFM�T Z O LID I COMMENCEMENT \ - I � GRAPHIC SCALE W o 25 oo / N I hch = 50 feet C C14 RNV=RIGHT-OF-WAY PO/NT OF =� I .. ... BEG/NN/NG h� Q LENGTH - 7.83' � RADIUS =11584.2' N 6005745,'E I CENTRAL ANGLE = 0°02'19^ 57.04' N T6757'45"E 221.98' ^ ti� EASEMENT 0 Xel 08 8,555± �� ^� �Q SQUARE FEET •� / �, �1 ZS DESCRIBED IN WARRANTY DEED PER •�� o LINCOLN ROAD OFFICIAL RECORDS BOOK 6334, PAGE 41730^� 0 / ., ONCj (35 R/WJ Cil I S 60057'4511W 4.::)- 57.04' 57.04' v � NOT A BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7883 Work Order #18-07-017 300 Canal Street Part of U.S. Lot 3 (#1829) New Smyrna Beach, Florida 32168 Section 2, T185. R34E (386) 427-9575 Page 2 of 2 f 10/27/2020 9:05:28 AM Instrument #2020206936 #1 Book:7933 Page:1: This document prepared by and return to: G. Larry Sims, Esquire Doran, Sims, Wolfe & Yoon 1020 West International Speedway Blvd. Daytona Beach, FL 32114 AFFIDAVIT OF SCRIVENER'S ERROR STATE OF FLORIDA COUNTY OF VOLUSIA BEFORE ME, the undersigned authority, this day personally appeared G. Larry Sims who, after being first duly sworn, deposes and says to the best of his knowledge and belief. 1. I am over the age of eighteen (18) and competent to make this affidavit. I have personal knowledge of the matters contained in this affidavit. 2. As an attorney representing the City of Edgewater, I prepared a Reciprocal Easement Agreement between the City of Edgewater, Volgat Properties, LLC, Benoist Enterprises, Inc. and David M. McClure. The agreement was signed by all parties and recorded in the Public Records of Volusia County on February 25, 2019 at Book 7660, Page 2173. 3. The Reciprocal Easement Agreement related to four properties described as Parcels "A", "B", "C", and "D." 4. When the Reciprocal Easement Agreement was submitted for recording the sketch of description for Parcel A was inadvertently omitted. 5. The attached Reciprocal Easement Agreement, recorded at Book 7660, Page 2173, is being re-recorded to include the sketch of description for Parcel A. FURTHER AFFIANT SAYETH NAUGHT. AFFIDAVIT OF SCRIVENER'S ERROR Instrument #2020206936 #2 Book:7933 Pagel E I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in. the County aforesaid to take acknowledgments, the foregoing instrument was acknowledged before me by G. Larry Sims who is (&--Ypersonally known to me or ( ) who has produced , as identification. WITNESS my hand and official seal in the County and State last aforesaid this U"Dday of October, 2020. Nary Public, We: f Florida rint or Stamp Commission No.: �►' KARONR.IJWASSAUR `� � � •��' MY COMMISSION N HH 0058)5 My Commission Expires: :ate: EXPIRES: September 12.2024 'Z:FS;F °`: Bonded TTruNolaTyWb6cUndenrriteM Instrument #2020206936 #3 Book:7933 Page:15 2/25/2019 12:37-35 PM Instrument #2019037611 #1 Book:7660 Page:2173 f)oc Stamps $0.70 Transfer Amt $1'0.00 This instrument prepared by: G. Larry Sims, Esquire Doran, Sims, Wolfe & Ciocchetti 1020 W International Speedway Blvd Daytona.Beach, Florida 32114 RECIPROCAL EASEMENT AGREEMENT slL -2610, Made with effective date of the { day of 2M, by and between the City of Edgewater, Florida, as to Parcel "A"; ; Volgat Properties, LLC, a Florida limited liability company, as to Parcel 'B"; Benoist Enterprises, Inc., a Florida corporation, as to Parcel "C"; and David M: McClure, as to Parcel "D", all of whom are collectively referred to hereinafter as "Owners". As to Parcel "D", it is not the homestead of David M. McClure, who resides elsewhere. WHEREAS, the parties hereto (the "Owners") desire to subject the properties described as Parcels "A", `B", "C" and "D" in the attached Exhibits (the "Properties") to the covenants, easements, and conditions herein described, and to provide for certain rights and easements in order that each Party, and/or their respective grantees, assignees, tenants, and licensees may freely use Easement Areas (defined below), and to provide for certain drainage rights, parking rights, access, and ingress and egress to and from the properties described in the attached Exhibits to and from the adjoining. public roads; -and WHEREAS, the .Properties shall be subject to this Agreement to provide access, ingress and egress, parking, surface and stormwater drainage systems and pedestrian walkways for the use and developthent of the. Properties. NOW THEREFORE, it is declared that the properties described, herein shall be held, sold, leased, -mortgaged, occupied and conveyed subject to the following ease.meAts, covenants and conditions, and shall be binding upon all parties and/or their respective grantees, assignees, tenants, and licensees and any and all mortgagees hereafter having any interest in the ,Properties, and any parties having or claiming any right, title, or interest in to the Properties, and/or any of the easements described herein or any portion thereof and their heirs, successors, and assigns and which such restrictions, easements, covenants, and conditions shall inure to the benefit of each party. Properties Subject to Easements. All of the Properties described in the attached Exhibits "N", "B", "C" and "D" shall be subject to the easements and rights and responsibilities described herein, and shall be collectively referred to hereinafter as the "Properties." 1. .Access Easement. Owners hereby establish and create for the benefit of, and as an appurtenance to the Properties, and for the benefit of the Owners of the Properties from time to time and their respective Permittees, perpetual non-exclusive rights, privileges, and easements for the passage of vehicles and for the passage and accommodation of pedestrians over, across, and through the Properties as the same may Instrument #2020206936 #4 Book:7933 Page:15 Instrument #2019037611 #2 Book:7660 Page:2174 from time to time be constructed, and maintained by each Owner on the Owner's Property. Such easement rights shall be subject to the following provisions and other applicable provisions contained in this Agreement: (a) Nb fence or other barrier or structure (whether temporary or permanent) shall be erected or permitted within or across the Properties; provided, however, the foregoing provision shall not prohibit the installation of landscaping improvements, lighting standards, monument signs, sidewalks, medians, bumper guards, curbing, stop signs, and other forms of traffic controls to the extent required by the City of Edgewater, consistent with its Land Development Code, and shall not interfere with pedestrian or vehicular ingress or egress. (b) Each Owner shall use reasonable efforts to assure that construction traffic to and from its Lot shall not interfere with the use, occupancy and enjoyment of the Property (or any part thereof) or any other Lot. (c) Drainage Easement: A perpetual non-exclusive easement, right-of-way, and access right over and across the Properties is hereby granted for the benefit of the Owners of the Properties for the accumulation of surface drainage waters, all in accordance with the permits, licenses and regulations of the St, Johns Water Management Authority and the City of Edgewater. (d) First Owner to Develop Requirement, The Owners, by their execution hereof, agree that the first in time to develop their Parcel will construct, at -such Owner's sole expense, all improvements required to construct a Twenty Four feet (24') wide road, and any required stormwater modification over Parcel A, with all such improvements constructed in accordance with the Standard Construction detail of the City of Edgewater after meeting all requirements by the City of Edgewater for permitting such improvements. The owners of Parcels C and D shall have the right to improve the parcels nbrth of them to complete the construction of the Twenty Four feet wide road which connects their parcels to Indian River Boulevard, should they develop first. (e)Maintenance, Repair and Replacement. The Owners, defined for the purposes described herein, as Owners of Parcels A, B, C and D, shall each maintain or cause to be maintained, at its sole cost and expense, its property which is subject to this Agreement and shall be responsible for the operation, maintenance, repair, reconstruction and replacement of the improvements constructed on such party's easement estate, and for paying for all. property taxes and insurance premiums applicable to such easement estate. Such maintenance of the party's easement estate shall include, without limitation: (i) maintaining .the surface in a level, smooth and evenly covered condition the type of' surfacing material originally installed for such substitute as shall in all respects be equal in quality, use, and durability; (H) removing all papers, debris, filth and -refuse and thoroughly preparing area to the extent reasonably necessary to keep the area in a clean and .orderly condition; (iii) placing, keeping in repair and replacing any necessary directional signs; markers and lines; (iv) operating, .keeping in repair, and 'replacing, where necessary, such artificial lighting facilities located thercin .as shall reasonably be Instrument #2020206936 #5 Book:7933 Page:16 Instrument#2019037611 #3.Book:7660 Page:2175 required; (v) maintaining all landscaped areas within the Properties and making such replacement of shrubs and other landscaping therein as is necessary, including regular cutting of all grassy areas therein; and (vi) maintaining all retaining walls, if any, in a good condition and state of repair. Each Property shall be operated and inaintained in compliance with all applicable governmental requirements and the provisions of this Reciprocal Easement Agreement. (e) Indemnity The Parties hereto shall indemnify, defend and hold the other parties harmless from and against any and all claims, expenses, liabilities, losses, damages and costs, including reasonable attorney's fees, and any actions or proceeding in conndction therewith, incurred in connection with, arising -from., due to, or as a result of, the death of any person or any accident, injury, loss or damage, owsoever caused, to any personal or property as shall occur in or about the easement area lying within each party's respective property, except claims resulting from the negligence or willful act or occasion of the indemnified party, or any occupant of any such property, or the agents, servants or employees of such indemnified party, whenever the same may .occur. IN WITNESS WHEREOF, the following Owner has hereunto set its hand and seal_ the day and year shown below. As to Parcel "A": w ctf Priv : !a u ,,, State of Florida County of Volusia CITY OF •EDGEWATEk FLORIDA A -Florida.municipal corporation ByC Naive: Office: C.-�►i'' J— Dated; ,2J-2G'/f The foregoing instrument was acknowledged before. me on the 17f- day of 106 1—, 2018, by (,eAaa be43eo the Xnk,-$n U- of THE CITY OF EDGEWATER, FLORIDA who is personally known to me or who has produced as identification. f `%1111111//.1"/' ` ,a P ..BRq��i�i otary Public %�� `�`•.rji� }% : �� State of Florida at Large . My commission expires: A!y Comm. Expves 20 2020 tip•.. f! f" , Y � As to Parcel "B": Print: "A / ,L�arraff ' r� 's State of Florida County of Volusia Instrument #2020206936 #6 Book:7933 Page:1 E Instrument #2019637611 #4 Book:7.660 Pag.e:2176 VOLGAT PROPERTIES, LLC A Florida limited liability comp ny By: Name: Leonel Benoist Office: President Dated: ! Z — 7 The foregoing instrument was acknowledged before me on the j d y of `-�'✓ 20185 by Hannah T. Stephen, as Manager of VOLGAT PROPERTIES, LLC, a Florida limited liability company, who is personally known to,,' o who has produced "l) L as identification. 2'%' ERIKA RINAflES MY COMMISSION 91 FF 951TST a i1Mt�tN'Po E%?IBES; January }9, 2020 Notary P lic State of Florida at Large My commission expires: As to Parcel "01": Print:r�,,, , Prin�T/ State of Florida County of VoIusia Instrument #2020206936 #7 Book:7933 Pagel6 Instrument #2019037611 #5 B.00k:7660 Page:2177 BENOIST ENTERPRISES, INC. An inactive Florida corpofation By: Name: Leonel Benoist Office: President Dated: % 2- — /7— ((ice The foregoing 'instrument was acknowledged before ine on the L9 11,11yo, 2018, by Leonel Benoist, the President of BENOIST ENTERPRISES, 'INC., an inactive Florida co. oration, who is personally known to or who has produced LJy as ldentificatlon. Notary Pu is State of Florida at targe '••4'^":y ERIKA LINARES g "` commission expires: ` MYCOMMISSIOF! i FF 951262 M y p %��t��;•' EXPIRES:January t9.2020 As to Parcel "D" Print: ri P t: --7110:0 .-e cy , State of Florida County of Volusia Instrument #2020206936 #8 Book:7933 Page:16 Instrument #201903761106 Book. -1660 Page:2178 A� Dav d M. McClure Dated: 2 l The foregoing instrument was.. acknowledged before me on the I day of 2018, by David M. McCIure, who is (_) personally known to me or (� who has produced �:L,'i, L. as identification. Notary Public ar 'k, PATRICIA M. DR05TEN CommState of Florida at Larg 3: Exouw J nn y 1 , 2220 Exp'u� January 12, 202D MY commission expire RrghBadrdTduhyFetrau�A i719 Instrument #2020206936 #9 Book:7933 Page:16 ,�y?•,�f'?>^c•e.r`., °•r: !S�;J�1.+•tiOd Y�u�i'L.��1UiYg$?aiT•.'-lh. SKETCH OF DESCRIPTION OF (NOT A SURVEY) PARCEL "A" (1813 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Quit Claim Deed recorded in Official Records Book 3730, Page 2396 of the Public Records of Volusia County, Florida, and being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, beingmore particularly described as follows: For a Point of Beginning, commence at the northeast comer of said U.S. Lot 3; thence South 891 44' 01" West, along the north line of said U.S. Lot 3, a distance of 50.00 feet; thence South 00°.12' 46" East, parallel with the east line of said U.S. Lot 3, a distance of 27.40 feet; thence North 611 01' 19" East, a distance of 57.04 feet to the Point of Beginning. Containing 685 square feet more or less. REPORT: ` 1. Description prepared by the undersigned at the request of the client. 2. Bearings refer to Quit Claim Deed recorded in Official Records Book 3730, Page 2396 of the Public Records of Volusia County, Florida. 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record_ 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor_ 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 7. Dimensions indicated hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch Is not an actual Boundary Survey. 9. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J -17.051(3)(b)6. 10. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 hereby certify that this sketch of description of the subject property is true and correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in F.A.C. Rule 5J-17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472,027, subject to the qualifications noted hereon. Signed: Seal: Jeffrey W. Cory Professional Surveyor and Mapper License Number 4139 THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7883 300 Canal Street Work Order #1"7-017 C� x C6 Zi Instrument #2020206936 #10 Book:7933 Pagel E :r:Fid541Y1�•!C::�g�,'.Y A'\��•�?tri.db:r��:=in.Cx;�e;w42e+"a'YY::+if GRAPHIC SCALE 0 23 50 pow I rich = 50 feet PARCEL „A„ /Q 685± SQUARE FEET IPA 'r #1813 LANDS DESCRIBED IN WARRANTY DEED PER OFFICIAL RECORDS BOOK 3730, PAGE 2398 "°,may P, o COT- \ s.. Course Bearing Distance L1 S 89°44'01" W 50.00' L2 S 00°12'46" E 27.40' L3 N 61-01-19- E 57,04' L3 PO/NT OF BEGINNING NORTMST CORNER OF US.LOT 3 NOT A BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7883 3on Canal RtrPne Work Order #18-07-017 Instrument #2020206936 #11 Book:7933 Page:1 E Instrument #2019037611 #7 Book -7660 Page:2179 SKETCH OF DESCRIPTION OF (NOT A SURVEY) EASEMENT "B" (1821 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Warranty Deed recorded in Official Records Book 6971, Page 3118 of the Public Records of Volusia County, Florida, being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, and being more particularly described as follows: For a Point of Beginning, commence at the northeast comer of said U.S. Lot 3; thence South 60° 57' 58" West, a distance of 57.04 feet; thence South 00° 16' 20" East, parallel with the east line of said U -S. Lot 3, a distance of 171.11 feet; thence North 60° 57' 58" East,'a distance of 57.04 feet to said east line of U.S. Lot 3; thence North 001 16' 20" West, a distance of 171.11 feet to the Point of Beginning. Containing 8,555 squaee feet more or less. REPORT: 1. Description prepared by the undersigned at the request of the client. 2. Bearings refer to Warranty Deed recorded in Official Records Book 6971, Page 3118 of the Public Records of Volusia County, Florida_ 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record, 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title Search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 7. Dimensions indicated hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch is not an actual Boundary Survey. 9- Additions or deletions to this survey map or report by other than the signing party or parties Is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J -17.051(3)(b)6. 10. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 I hereby certify that this sketch of description of the subject property is true and correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in FA -C. Rule 5J17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472.027, subject to the qualifications noted hereon. Signed: Seal: Jeffrey W. Cory Professional Surveyor and Mapper License Number 4139 THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES J• +� r .' EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W_ Cory Surveyor, LLC FILE # 3501-F Certificate of Authorization Number LB 7883 Work Order#18-07-017 300 Canal Street _ - Part of U.S. Lot 3 r#18211 co Instrument #2020206936 #12 Book:7933 Page:1 E Instrument #201903761148 Book:7660 Page:2160 GRAPHIC SCALE o rs eo 1 Inch = -50 feet �� N-1 PO/NT OF BEG/NN/l1JG . °�� •9 NORTHFASTCORNER �\�O OF U.S. LOT 3 °ra S 605758 "W NN ........ . ' t:... .... 57.04' EASEMENT T �N 8, 555 + SQUARE FEET �,ke #1821 nO LANDS DESCRIBED 1N WARRANTY DEED PER -7 OFFICIAL CQRDS 1906kOk 6971, FA6E 3118 RE^� I N 6005758"E o��\ 57.04' �o C2 NOTA BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS 5KETCH OF DESCRIPTION CQNTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE W rrHOUT THE OTHER PAGE DanlM W, Cory Surveyor, LLC Certificate of Authorization Number LS 7883 306 Canal Street FILE # 3501=F Wdtk Order#18-07dN 7 I co Instrument #2020206936 #12 Book:7933 Page:1 E Instrument #201903761148 Book:7660 Page:2160 GRAPHIC SCALE o rs eo 1 Inch = -50 feet �� N-1 PO/NT OF BEG/NN/l1JG . °�� •9 NORTHFASTCORNER �\�O OF U.S. LOT 3 °ra S 605758 "W NN ........ . ' t:... .... 57.04' EASEMENT T �N 8, 555 + SQUARE FEET �,ke #1821 nO LANDS DESCRIBED 1N WARRANTY DEED PER -7 OFFICIAL CQRDS 1906kOk 6971, FA6E 3118 RE^� I N 6005758"E o��\ 57.04' �o C2 NOTA BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS 5KETCH OF DESCRIPTION CQNTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE W rrHOUT THE OTHER PAGE DanlM W, Cory Surveyor, LLC Certificate of Authorization Number LS 7883 306 Canal Street FILE # 3501=F Wdtk Order#18-07dN 7 Instrument #2020206936 #13 Book:7933 Page:16 Instrument #2019037611 #9 Book -7660 Page -2181 SKETCH OF DESCRIPTION OF (NOT A SURVEY) EASEMENT"C" (1825 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Warranty Deed recorded in Official Records Book 6045, Page 115 of the Public Records of Volusia County, Florida, being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, and being more particularly described as follows: Commence at the intersection of the south right -of -Way of Indian River Boulevard and the easterly right-of-way of U.S. Highway No- 1; thence South 29° 02' 14" East, along the easterly right-of-way of U.S. Highway No. 1, a distance of 392.96 feet; thence North 60° 57'45" East, a distance of 304.28 feet for the Point of Beginning; thence continue North 60° 57' 45" East, a distance of 57.04 feet to the east line of said U.S. Lot 3; thence South 00° 16' 20" East, along the east line of said U.S. Lot 3, a distance of 171.11 feet; thence South 601 57'45" West, a distance of 57.04 feet; thence North 00° 16' 20" West, a distance of 171.11 feet to the Point of Beginning. Containing 8,555 square feet more or less. REPORT: 1. Description prepared by the undersigned at the request of the client. 2. Bearings refer to Warranty Deed recorded in Official Records Book 6045, Page 115 of the Public Records of Volusia County, Florida. 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record. 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 7. Dimensions indicate_ d hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch is not an actual Boundary Survey_ 9. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties, per F.,AC_ Rule 5J -17.051(3)(b)6. 10. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 he certify that this sketch of description of the subject property is true Arid correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in F.A.C. Rule 5J-17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472.027, subject to the qualifications noted hereon. Signed: Seal; Jeffrey W_ Cory Professional Surveyor and Mapper License Number 4139 THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE W ITHOUT THE OTHER PAGE '•. '' Daniel W. Cory Surveyor, LLC FILE # 3501-F Certificate of Aulhorizalion Number LB 7883 Work Order #18-07-017 300 Canal street C9 OF, N. 190 P0#Vr OF coumiEwsmwr Instrument #2020206936 #14 Book:7933 Page: 1 E Instrument #2019037611 010 BooiW.-7660 Page,2182 Powr OF of 80EQ11WING N 60°57'45°E � 3NJ97--'�"V� 'Now L6 EASEMENT "Coo SQUAP' .tFEET #1825 lei LANDS I)EdCRIBEDAIWA�RflANTY DEED PER S(v OFFICIAL RECORDS BOOK 6045, PAGE '115 P, --v- S 60057'4518.w 57.041 GRAPHIC SCALE a 23 60 I inch = 50 reef P PJW�- R,IGHT-OF-WAY a I , N 60-057"45"E L 57.04' / I o C.3 600 v X ^co DO co F A, %-"V AN. 40Z c.; b Ci 4,z S� ,q -cj (5 6 LINCOLN ROAD (35'RIW) NOT A BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS OF DESCRIPTION 90NTNOS? PAGE, SKETCH .5 EACH PAGE JS 21 FULL AND COMPLETE WITHOUT THE OTHER PAGE beiei W. Cory SuNdYor,'LLC FILE #.3661-F. CerUticale-of. AuLhoOzotlon Number LB 7863 wAOrder #j§-p7-ojj ann P—i Instrument #2020206936 #15 Book:7933 Page:17 -Instrument #2019037611 #11 Book:7660 Page, -2183 SKETCH OF DESCRIPTION OF (NOT A SURVEY) EASEMENT"D" (1829 SOUTH RIDGEWOOD AVENUE, EDGEWATER) The East 50 feet of lands described in Warranty Deed recorded in Official Records Book 6334, Page 4173 of the Public Records of Volusia County, Florida, being a portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida, and being more particularly described as follows: Commence at the intersection of the south right of way of Indian River Boulevard and the easterly right-of- way of U.S. Highway No. 1; thence South 291 02' 14" East, along the easterly right=of-way of U.S. Highway No. 1, a distance of 535.13 feet to a point of curvature; thence 7.83 feet along the arc of a curve to the right, said curve having a radius of 11584.2 feet and a central angle of 0° 02' 19'; thence North 60° 57'45" East, along a line non -tangent and non -radial to said curve, a distance of 221.98 feet for the Point of Beginning - thence continue North 60° 57'45' East, a distance of 57.04 feet to the east line of said U.S. Lot 3; thence South 000 16' 20" East, along the east line of said U.S. Lot 3, a distance of 171.11 feet; thence South 60° 57' 45" West, a distance of 57.04 feet; thence North 001 16'20" West, a distance of 171.11 feet to the Point of Beginning. Containing 8,555 square feet more or less. REPORT: 1. Description prepared by the undersigned at the request of the client 2. Bearings refer to Warranty Deed recorded in Official Records Book 6334, Page 4173 of the Public Records of Volusia County; Florida. 3. Subject to restrictions, reservations, limitations, easements and rights of way, if any; appearing of record. 4. This sketch of description and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 5. This sketch of description and report is subject to any facts that may be disclosed by a full and accurate title search. 6. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not.determined or addressed by this survey. 7. Dimensions indicated hereon are In U.S. standard feet and decimals thereof, unless otherwise noted. 8. This sketch is not an actual, Boundary Survey. 9. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J -17.051(3)(b)6. 10. The survey map and teport or copies thereof are not valid without the signature and the original raised seat of a Florida licensed surveyor and mapper. SEE PAGE 2 FOR SKETCH DATE PREPARED: 09/05/2018 hereby certify that this sketch of description of the subject property is true and correct to the best of my knowledge, information and belief as prepared under my supervision on the dates shown thereon. I further certify that this sketch of description meets the Standards of Practice set forth in F.A.C. Rule 5J-17, adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes Ch. 472.027, subject to the qualifications noted hereon. • 1 1 a,i , Signed: Seal: Jeffrey W- Cory Professional Surveyor and Mapper License Number 4139 THIS SKETCH OF DESCRIPTION CONTAINS 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE WITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501f Certificate of Authorization Number LB 7683 Work Order#18-07-017 300 Canal Street -- -- Part of U.S., Lot 3 (#1629) Instrument #2020206936 #16 Book:7933 Page:171 Laura E. Roth, Volusia County Clerk of Col, Instrument #2019037611 #12 Book:7660 Page:2184 Latin! E: Roth, Volusia County Clerk of Court V r N M PO/NT OF `'41QO a I. COMMENCEMENT \ GRAPHIC SCALE W 0 •20 60 iV I rich = 50 Feet Q RNV=RfGHT-OF-WAY 119 co POINT OF ....... BEGMUNG Q LENGTH•= 7.83` �� RADIUS 115842 N 60057'45"E CENTRAL ANGLE = 0°02'19" 57.04' N 60057'46"E 221.98' co EASEMENT "'D11,'� ��.08 �,,• Quo SQUARE FEET ok #1829 noLANDS DESCRIBED IN OFFICIAL RECORDS 00 6334, PAGffrf OEM i73R7 -y ° LINCOLN ROAD to (35 R/W O� of 05 S 60°5745"W „ p 57.04' �J�w NOT A BOUNDARY SURVEY (DESCRIPTION ON PAGE 1) THIS SKETCH OF DESCRIPTION CONTAIM 2 PAGES EACH PAGE IS NOT FULL AND COMPLETE W ITHOUT THE OTHER PAGE Daniel W. Cory Surveyor, LLC FILE # 3501-F Cedifioete of AUlhorizall'on Number LB 7883 Work Order 018-07-017 Aldi Reciprocal Easement Agreement October 26, 2010 TO: City Council Members, City Council -Elect member and City Council Candidates The purpose of this document is to identify the numerous problems associated with the Reciprocal Easement Agreement dated 2-1-2019 and recorded 2-25- 2019. The purpose of the noted agreement is to create a cross -access easement for the commercial development of properties located at 1821, 1825 and 1829 South Ridgewood Avenue near the Intersection of US1 and SR 442. The easement is 50 feet in width and approximately 540 feet in length. The easement is located directly along the eastern property boundaries of the commercial properties and does not respect or reflect the required Type "C" buffer between residential and commercial properties. The requirement for a Type" C" buffer has been a part of the City's Land Development Code for decades. The primary purpose of the easement is to allow commercial truck traffic to ingress/egress from the City - controlled portion of East Indian River Boulevard. Please note that East Indian River Boulevard is a substandard local residential road that is not permitted or designed for commercial truck traffic. The Reciprocal Easement Agreement was the basis to recommend approval (Darren Lear) of a series of variances requested by the agent for Aldi Market including the complete elimination of the Type "C" buffer to provide setback/buffer protection of the adjacent residential properties and to allow the construction of the new "access road" to be located within 5 feet of the existing residential properties. The cross -access easement was described as necessary to allow commercial properties east of US1 access to East Indian River Boulevard. The area residential property owners are supportive of the Aldi development but strongly desire protection by the inclusion of the required buffer between residential and commercial land uses. A major problem is the manner this easement was created and the disregard for the existing residential property owners that are adjacent to the commercial sites and easement. As a bit of history, at the July 16,2018, City Council meeting, the City Manager (Tracey Barlow) made a presentation under his report (Note -this item was not advertised or placed on a published agenda) and defined the need for a cross access easement solely for the purpose of providing access to a fast food or national restaurant chain. Nothing was defined as access to a large national grocery market. The easement was labeled a driveway for access to and from fast restaurants not a semi -truck delivery roadway. At the July 16, 2018 Council meeting only two current Council members were on the Council (Gary Conroy and Christine Power). The majority of a new City Council never had knowledge of this easement when it was executed in February 2019. Mr. Barlow provided the staff report and only asked to spend money for the survey and time for Mr. Wolfe to development the easement document. Mrs. Power asked if the residential neighbors were noticed or aware and Mr. Barlow replied they would be fine since there would be a required buffer/set back and they knew they were purchasing property adjacent to commercial zoned property. I would encourage the City Council members to listen to the recording of the July 16, 2018 meeting and review the City Manager's report which is approximately 2 hours and forty- two minutes into the meeting. The City Council gave consensus concerning the funding of the survey and development of the easement document and it is clearly the City's procedure and protocol to bring the work products back to Council for a public hearing and consideration of approval. Consensus was ONLY given by the City Council to complete a survey and have City Attorney draft appropriate easement agreement. There was never any appropriate advertising or public notice of the potential easement. City Council never voted on the easement or saw the finished product (survey and agreement). On February 1, 2019, the Interim City Manager signed the Reciprocal Easement Agreement, and the document was recorded into the public records on February 25, 2019. It should be noted that the recording of the Reciprocal Easement was flawed in that the City's Exhibits concerning ownership, survey and legal sketch were omitted from the recorded document. Again, I stress the completed easement agreement was never presented to City Council for adoption or approval. The impact of the new cross access easement was never reviewed by City Council and never noticed to the effected adjacent residential property owners. It is normal procedure and protocol that Council give direction to the City Manager/City Attorney for development of documents and the work product is returned to City Council for final approval and authorization for the Mayor or City Manager to execute the documents. Please recall for example the number of times City Council gave direction concerning solid waste issues or utility rate studies and always the items/concepts were returned to City Council for final approval and authorization. I do not want to suggest that the Interim City Manager made a mistake since she was very new, and times were difficult. I do want to point out however, that the City Attorney should have known this was not the normal procedure followed by this City Council. The City Attorney should have been aware of Florida Statute 286.011 (1) and numerous Attorney General opinions that only agenda items are eligible for vote and only after proper public notice and any final actions must be authorized by a vote of the City Council. Furthermore, the City Attorney's firm was compensated for and completed the Agreement, and he should be aware of the consequences of creating an easement that is not consistent with the buffers required by the land development code. In my opinion, he should be terminated for incompetence and allowing the City Council to be exposed to taking action on an item not advertised or on the agenda, but this is not the first time he has shown this error in judgement. Two simple options exist for solution of the problems created by the Reciprocal Easement Agreement. First, mandate a reasonable Type "C" (minimum of 30 feet wide with vegetation) be created within the 50 -foot easement and be located east of the 24 feet of paved roadway access. Second option would be to require the site plan locate the stormwater treatment area along the eastern boundary of the commercial property (again at least 30 -feet in width) then create the cross - access easement for the 24 -foot roadway. It is my belief that the adjacent residential property owners would agree to either of these proposals. It should be noted that the commercial developer must be required to install the necessary upgrades to East Indian River Boulevard. The upgrades should increase lane width to handle commercial trucks, associated turning movements and Improve the pavement depth to handle the increased weight of the commercial vehicles should be required. The requiring of the improvements by the developer would be part of a Smart Growth concept of "development paying for their own impacts". Mr. Irby described to me that he would recommend the City pay for the necessary improvements and upgrades of East Indian River Boulevard from the CRA funds. Most CRA funds in other communities are for capital improvements, not upgrades caused by the developer. The CRA funds are used to develop overall improvements for the City such as underground utilities (South Daytona) or landscaping upgrades and parking along Canal Street or upgrading storefronts on Flagler Avenue (New Smyrna Beach). The developer should be required to pay for the impacts of his development. I regret having to inform you that I met with Mr. Glenn Irby prior to the Planning and Zoning meeting to request he pull the variance request to provide time for the developer and property owners meet and come to a reasonable solution that could be supported by the community. I also suggested to move the stormwater, provide a reasonable buffer, and work with the adjacent property owners. It was all to no avail and absolutely rejected. The final comment is that the site plan approval process currently in place would allow the Development Services Director (Darren Lear) to approve the final Aldi site plan. This is a major (20,000 square foot building on 2.5 acres of prime commercial real estate) development within the core of the City. This is certainly worthy of the City Council having a review, say and approval of the final site plan. If I can answer any question or respond to your concerns, please contact me at (386) 426-1563. Thank you for your consideration. Ken Hooper 1818 South Riverside Drive Edgewater, Florida 32141 From: Robin Matusick Sent: Thursday, October 29, 2020 9:47 AM To: Christine Power; Gary Conroy; Kim Yaney; Megan O'Keefe; Michael Thomas; Eric Rainbird; Gigi Bennington (Gben nington@cfl.rr.com); Jonah Powers Cc: Glenn Irby; 'Aaron R. Wolfe - Doran, Sims, Wolfe & Ciocchetti (AWolfe@doranlaw. com)'; klavassaur@doranlaw.com; Bonnie Brown; Ken Hooper Subject: RE: Aldi Reciprocal Easement Agreement, concerns and comments (Cross -Access Agreement) Attachments: Aldi Reciprocal Easement Agreement February 2019.docx Importance: High To all, Please see the correspondence below from Ken Hooper along with the attached letter he has provided to you with his concerns relating to this project. Mr. Hooper plans to discuss this item during the Wednesday, November 4`h Council Meeting. After speaking with Darren Lear this morning, I have also learned that the concern of the adjoining neighbors relating to the planting buffer has been resolved. Please note that when Mr. Hooper initially called regarding this matter, he was informed as to how to file an appeal on the Planning & Zoning Board's decision during their October 14, 2020 meeting on this matter. Robin L. Matusick, CMC, City Clerk/Paralegal City of Edgewater PO Box 100 Edgewater, FL 32132 (386)424-2400 Ext 41101 rmatusick2cityofedgewater. oLg From: Robin Matusick Sent: Thursday, October 29, 2020 8:38 AM To: 'Ken Hooper' Cc: Glenn A. Irby; 'Aaron R. Wolfe - Doran, Sims, Wolfe & Ciocchetti (AWolfe(Uoranlaw.com)'; klavassaur(abdoranlaw.com; Bonnie Brown Subject: RE: Aldi Reciprocal Easement Agreement, concerns and comments (Cross -Access Agreement) Ken, I am responding in regards to your request for me to listing to a specific the portion of the July 16, 2018 Council meeting (located at 2:37:40) relating to the aforementioned subject. As previously discussed, the way that I remembered the subject matter was that during discussion at the meeting it was consensus of Council to have the Easement Agreement done. After your request, I again listened to that portion of the Council Meeting and came to the same conclusion that I had previously which was the same as Bonnie Brown, Planning Technician, Glenn Irby, City Manager and Aaron Wolfe, City Attorney. As to your email below & attached letter, it will be forwarded to all parties today for their information. Robin L. Matusick, CMC, City Clerk/Paralegal City of Edgewater PO Box 100 Edgewater, FL 32132 (386)424-2400 Ext #1101 rmatusic&@cityofedgewater. org From: Ken Hooper [mai lto:khoopergd)peconline.com] Sent: Tuesday, October 27, 2020 1:23 PM To: Robin Matusick Cc: 'Jayson Hoffman'; 'Lauren Stroud'; 'Jessica Hoffman'; 'Jason Epperson' Subject: Aldi Reciprocal Easement Agreement, concerns and comments Robin Matusick, City Clerk, As you and I have discussed, I believe the Reciprocal Easement Agreement was completed and recorded without any public notice, no vote or final action was taken at the July 2018 City Council meeting and no authorization for execution of the document was ever given and the easement agreement should be deemed void. I would respectfully request you share this correspondence and the attached word document with current City Council members, Council member -elect and both candidates running for District 4, Edgewater City Council. I plan to discuss this item during the Citizen's Comments section of the City Council Meeting on November 4, 2020. Based on our conversation last Thursday morning (October 22,2020) you were going to listen and review the recorded video of the July 16, 2018 City Council meeting (note the majority of City Council members as of July 2018 are no longer on the City Council) and respond to me concerning your view of the possible consensus of the 2018 City Council. I have listened and watched the video of the July 2018 Council meeting and note that Christine Power voiced concern about the setback/buffer. I have not heard from you concerning your view of the meeting. Since this is a complex issue and I expect to be limited to three (3) minutes of speaking time, please let me know that each individual listed in the above paragraph has received the concerns, comments and word document associated with the easement agreement. As you are aware, this easement agreement will be part of the appeal process concerning the approval of numerous variances granted by the City's Planning and Zoning Board. If you have any questions, comments, or concerns please contact me. Ken Hooper City of Edgewater Legislation Text 104 N. Riverside Drive Edgewater, FL 32132 File #:AR-2020-5075,Version:1 COUNCIL AGENDA ITEM SUBJECT: Jayson Hoffman requesting City Council overturns the October 21, 2020 Planning & Zoning Board approval of two of the variances related to VA-2027. DEPARTMENT: City Manager SUMMARY: On October 21, 2020, the Planning and Zoning Board held a duly noticed Public Hearing to consider a variance application requesting the following from Roger Strcula for the construction of a 19,054 square-foot Aldi Food Market on property located at 1821 and 1823 South Ridgewood Avenue. 1. Eliminate the right turn lane from South Ridgewood Avenue as required by Section 21-52.05 (f); 2. Allow 10 parking spaces to be nine-feet (9') wide in lieu of the required 10-feet per Section 21- 56.02 (d); 3. Allow two (2) wall signs in lieu of the maximum one (1) per business façade permitted per 21- 650.02 (a); 4. Reduce the 15' maneuver depth and minimum 15' turning radius for 90-degree parking per Section 21-56.02(d) and (f); 5. Allow a driveway to be located four-feet (4’) from the eastern property line in lieu of the required five-feet (5') per Section 21-56.02(g); and 6. Eliminate the landscape buffer required along the eastern property line per Section 21-54.04. The Planning and Zoning Board approved the above-referenced variances with the exception of #5; allow a driveway to be located four-feet (4’) from the eastern property line in lieu of the required five-feet (5') per Section 21-56.02(g) as Mr. Strcula withdrew the request for the during the Public Hearing and would meet the Land Development Code requirements for driveway location. On November 2, 2020 Mr. Hoffman submitted an Appeal Application requesting denial of the Planning and Zoning Board's approval of two of the variances; 1) allow a driveway to be located four-feet (4’) from the eastern property line in lieu of the required five-feet (5') per Section 21-56.02(g); and 2) eliminate the (Type “C”) landscape buffer required along the eastern property line per Section 21-54.04. The Appeal application states that the adjacent property owners “…object to the Aldi project not adhering to the LDC's standards that have been in place for decades regarding setbacks, buffers and landscaping used to protect the existing residential properties. We also DO OBJECT to having a concrete twenty-four (24) foot commercial driveway within a few feet of our western property boundary. We believe there can be a reasonable solution and compromise to the stated objections.” City of Edgewater Printed on 12/1/2020Page 1 of 2 powered by Legistar™ File #:AR-2020-5075,Version:1 On November 3, 2020, Mr. Strcula submitted a revised site plan addressing the issues brought up at the Planning and Zoning Board hearing; the plan illustrated the driveway meeting the requirements of the Land Development Code and added the required landscaping within the buffer yard, the site plan also includes a six- foot (6’) pre-cast fence along the eastern property line that is not required by Code. Based on the new plan the approved variance related to the landscape buffer is not being utilized. Staff, Mr. Strcula, Mr. Hoffman and other adjacent property owners met on November 4, 2020 to review and discuss the revised plan. It was agreed that bamboo would be added along the eastern property line to provide an additional buffer to the residential properties. On November 4, 2020 Mr. Hoffman submitted an addendum to the Appeal application adding an objection to a roadway/driveway being placed within the Type C buffer. ·The variance to allow a driveway located four-feet (4’) from the property line was not approved by the Planning and Zoning Board as the applicant withdrew the request and confirmed the plan would meet the required setback; ·A revised plan was submitted (11/3) adding the required landscaping within the buffer yard; ·Bamboo will be added to the buffer yard to provide an additional buffer to the residential properties; ·The Land Development Code does not prohibit the placement of driveways and stormwater management within any landscape buffer yard. BUDGETED ITEM:☐ Yes ☐ No ☒ Not Applicable BUDGET AMENDMENT REQUIRED:☐ Yes ☐ No ☒ Not Applicable RECOMMENDED ACTION: Determination of whether approval of VA-2027 (#’s 5 and 6) stands or should be overturned. City of Edgewater Printed on 12/1/2020Page 2 of 2 powered by Legistar™ Jayson T. Hoffman Appeal of VA -2027 TO: Edgewater City Council Specific Items of Appeal Appeal of the Planning and Zoning Board's approval of two variances: - Allow a concrete commercial driveway to be located within four (4) feet of the eastern property line in lieu of the required five (5) feet set back per Section 21-56.02(g) of the City's Land Development Code (LDC) and to be placed in the area designated as a Type "C" buffer; and - Elimination of the Type "C" buffer as required along the eastern property line per Section 21-54.04 of the LDC. Appeal Statement As an adjacent residential property owner, with standing, I am appealing the approval of the two variances approved by the Planning and Zoning Board on October 21, 2020. The approved variance includes setback of a concrete commercial driveway and elimination of a Type "C" buffer as mandated in the LDC. For the record, the adjacent residential property owners are not opposed to the Aldi Discount Market proposed for this commercial site. We DO OBJECT to the Aldi project not adhering to the LDC's standards that have been in place for decades regarding setbacks, buffers and landscaping used to protect the existing residential properties. We also DO OBJECT to having a concrete twenty-four (24) foot commercial driveway within a few feet of our western property boundary. We believe there can be a reasonable solution and compromise to the stated objections. The mandated Type "C" buffer is defined in Section 21-54-.04. The purpose of the buffer is to provide some protection to the residential owners from the impact of adjacent commercial development. The Type "C: buffer is defined as a thirty (30) to fifty (50) foot landscaped area with a six (6) -foot wall separating the residential and commercial uses. The buffer is to help current and future property owners maintain property values. The variance granted to Aldi eliminates the requirement for a setback or landscaped buffer and offers only a six (6) -foot precast concrete wall. This has not been approved in other commercial/residential interfacing site plans along US 1 and is not acceptable for this site. The Aldi site plan depicts a concrete commercial driveway within feet of existing residential properties and would be within the area designated for the Type "C" buffer. The proposed commercial concrete driveway should be setback forty (40) -feet from the existing residential driveway located at 124 East Indian River Boulevard as defined in Section 21-52.02 (F) of the LDC. Action Requested Denial of the Planning and Zoning Board's approval of the two variances concerning location of the concrete driveway within feet of the existing residential properties and elimination of the required Type "C" buffer interfacing the proposed commercial and existing residential properties. Planning and Zoning Board October 21, 2020 Addendum to Appeal of VA -2027 Roger W. Strcula, PE requesting variances for property located at 1821 and 1825 South Ridgewood Ave. - We object to a roadway/driveway being placed with- in the type C buffer. RECEi IEG NOV 2120 CITY CLEP � i Office of the City Clerk/Paralegal P.O. Box 100  Edgewater, FL 32132-0100 (386) 424-2400, Ext. 1101  Fax (386) 424-2410 www.cityofedgewater.org (Letter/Ltr-2020-074) November 11, 2020 Jayson T. Hoffman Certified/Return Receipt: 111 Lincoln Avenue 7016 1370 0002 2991 5614 Edgewater, FL 32141 Re: Planning & Zoning Board Appeal re: VA-2027 (VA-2027 – Roger W. Strcula, PE requesting variances for property located at 1821 and 1825 S. Ridgewood Avenue) Mr. Hoffman, On November 2, 2020 you submitted/filed your Appeals Application relating to the above- referenced matter. Pursuant to Section 21-169.03 – Appeals of the Land Development code, please be aware that this correspondence will confirm your Appeal will be heard/considered before City Council during the December 7th City Council Meeting under Item No. 10 (Other Business). Do not hesitate to contact our office at the number listed below if you have any questions. Sincerely, Robin L. Matusick Robin L. Matusick, CMC City Clerk/Paralegal rmatusick@cityofedgewater.org /rlm Enclosure Copies to: Paul Wright (P&Z Board) Albert Amalfitano (P&Z Board) George Kennedy (P&Z Board) Burton Maroney (P&Z Board) Robert Andrejkovics (P&Z Board) Eric Rainbird (P&Z Board) Thomas Duane (P&Z Board) STOPNO PARKINGNO PARKINGNO PARKINGNO PARKINGT T T T T 21 3 4NO PARKINGCURBSIDE CURBSIDE CURBSIDE CURBSIDE NO. 52784 STATE OFPRO F E S S I O N A L E N G INEERROGE R W . S TR C U L AL I C E N SE F L O R I D ADATE:DESIGN BY:SHEET NUMBER:DATEREVISIONSDESCRIPTIONCIVIL ENGINEERING SURVEYING LANDSCAPE ARCHITECTURE LB # 0003612 LC # 0000357PROJECT No:DRAWN BY:CHECKED BY:SCALE:THIS DRAWING IS THE PROPERTYOF UPHAM, INC. ANY USE ORREPRODUCTION IN WHOLE OR PARTIS PROHIBITED WITHOUT THEEXPRESSED WRITTEN CONSENT OFUPHAM INC. COPYRIGHTALL RIGHTS RESERVED265 Kenilworth Avenue Ormond Beach Florida 32174 Voice: 386.672.9515 Fax: 386.673.6554 uphaminc.com PRINTED COPIES OF THISDOCUMENT ARE NOT CONSIDEREDSIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES.THIS ITEM HAS BEEN ELECTRONICALLYSIGNED AND SEALED BYON THIS DATE AND TIME STAMP ASSHOWN USING A DIGITAL SIGNATURE.NOT VALID UNLESS SIGNED AND DATEDINCSITE LAYOUT AND PAVING PLAN ALDI FOOD MARKET, STORE #173 1825 S RIDGEWOOD AVENUE (US-1) EDGEWATER, FLORIDA 32141200303JMB/HMTRWSRWSC-41" = 20'SEPTEMBER 18, 20202020ROGER W. STRCULA, PE9/22/20 REV PER FDOT ACCESSCOMMENTS 09/10/2024" WHITE STOPBAR AND PAINTED48" WHITE "STOP"NOTICE:SEE ARCHITECTURAL / STRUCTURAL DRAWINGS FOR SPECIFIC BUILDING,ELEMENTS SUCH AS BOLLARDS, GENERATOR, TRANSFORMER, FENCINGETC. THESE ITEMS ARE SHOWN HEREON FOR INFORMATIONAL PURPOSESONLY AND SHALL BE INSTALLED BY THE GENERAL CONTRACTOR.10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER TYPE "D" CURB(TYPICAL)ADA DETECTABLE WARNINGSURFACE PER FDOT INDEX522-002 (TYPICAL EACH SIDE)CONCRETE SIDEWALKFLUSH WITH PAVEMENT(TYPICAL) (SEE DETAILON SHEET No. C-5 FORMORE INFORMATION)CART SCREEN WALL(TYPICAL EACH SIDE OF FRONTENTRY, SEE ARCHITECTURALDRAWINGS FOR DETAILS)ENTRYADA SIGNAGE(SEE DETAILSHEET C-5)RECEIVINGAREATRUCK WELLBOLLARD AT EACH PARKING SPACE THAT IS FLUSH WITHSIDEWALK, 1.5' CLEAR FROM EDGE OF PAVEMENT, 4' MINCLEAR WALKWAY (TYPICAL 5 PLACES) (SEE ARCHITECTURALPLANS FOR DETAILS)6" WHITE CONTINUOUS STRIPEWITH 6" WHITE 45° ANGLESTRIPES 4' O.C. (TYPICAL)PAINTED 12" x 5' WHITE SPECIALEMPHASIS CROSSWALKADA MARKINGS (TYPICAL)(SEE DETAIL SHEET C-5)1'-9" YELLOW PAINT"NO PARKING" ( 5- PLACES)(SEE DETAIL ON SHEET C-4)6" YELLOW PAINTED(TYPICAL)40± LF 6" DOUBLESOLID LINE YELLOW(THERMOPLASTIC)SIZE: 30"R1-1SIZE: 36"R1-12" SUPERPAVE FDOT SP-12.5 OR TWO 1" LIFTS SP 9.5 PER FDOT - SSRBC,SECTION 3348" LIMEROCK BASE (LBR 100) MIN OF 98% MOD. PROCTOR MAX DRY DENSITYPER FDOT - SSRBC, SECTIONS 230 AND 911, LATEST VERSIONALTERNATIVELY, CRUSH CONCRETE OF EQUAL THICKNESS. GRADATIONSHOULD MEET FDOT SSRBC, SECTION 334-5.2.412" STABILIZED SUBGRADE (LBR 40) PER FDOT - SSRBC, SECTION 290(TYPE B) AND COMPACTED TO 98% (MIN) MOD. PROCTOR MAX DRYDENSITY PER AASHTO T-1807" CONCRETE (4,000 P.S.I. AT 28 DAYS)12"STABILIZED SUBGRADE MIN OF 98% MOD. PROCTOR MAX DRYDENSITY PER ASTM D1557, AASHTO T-180 (2 LIFTS)MAX CONTROL JOINT SPACING 14'x14' MIN SAW CUT DEPTH 2-1/4"1.5" SUPERPAVE FDOT SP-9.5, PER FDOT - SSRBC, SECTION 3346" LIMEROCK BASE (LBR 100) MIN OF 98% MOD. PROCTOR MAX DRYDENSITY PER FDOT - SSRBC, SECTIONS 230 AND 911 LATEST VERSIONALTERNATIVELY, CRUSH CONCRETE OF EQUAL THICKNESS.GRADATION SHOULD MEET FDOT SSRBC, SECTION 334-5.2.412" STABILIZED SUBGRADE (LBR 40) PER FDOT - SSRBC, SECTION 290(TYPE B) AND COMPACTED TO 98% (MIN) MOD. PROCTOR MAX DRYDENSITY PER AASHTO T-180HEAVY DUTYASPHALTPAVEMENTHEAVY DUTYCONCRETEPAVEMENT(FDOT R/W)STANDARDDUTYASPHALTPAVEMENTTYPE "F" CURB (SEE DETAIL SHEET C-5)TYPE "D" CURB (SEE DETAIL SHEET C-5)PAVEMENT LEGEND1. ALL MARKINGS SHALL COMPLY WITH F.D.O.T. STANDARD PLANS FOR ROAD ANDBRIDGE CONSTRUCTION INDEX No. 711-001.2. PAINTED PAVEMENT MARKINGS SHALL BE APPLIED AFTER PAVEMENT SURFACE HASCURED. SURFACE SHALL BE FREE OF FINE SAND AND DEBRIS PRIOR TOAPPLICATIONS.3. APPLY PAINTED PAVEMENT MARKINGS AT LAST STAGE OF CONSTRUCTION AFTERLANDSCAPE PLANTINGS ARE INSTALLED.4. PAINT SHALL BE SHERWIN WILLIAMS LOW-VOC ACRYLIC PRO PARK PAINT, APPLYPER MANUFACTURER'S RECOMMENDATIONS. REFER TO DRAWINGS FOR LOCATIONSOF SPECIFIC COLORS.5. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING 3M BRAND"SCOTCHLITE" SHEETING (ENGINEER GRADE) ON MINIMUM .08 GA ALUMINUM BLANKS.ALL 36"x48" SIGNS SHALL BE .100 GA MINIMUM.PAVEMENT MARKING NOTES:4" THICK CONCRETE (MIN.) 3,000 PSI, CLASS I CONCRETECONTROL JOINT SPACING PER FDOT INDEX No. 350-001ON COMPACTED SUBGRADECONCRETESIDEWALKS. RIDGEWOOD AVE (US-1)NOTICE:ALL IMPROVEMENTS SHALL BE STAKED FOR CONSTRUCTION BY MEANS OFDIGITAL COORDINATES BY SURVEYOR UTILIZING GEODETIC TOTAL STATION.SCALING OF DRAWINGS FOR PURPOSES OF STAKING OR THE UTILIZATION OFTHE GLOBAL POSITIONING SYSTEM (GPS) ARE AT THE SURVEYOR'S OWN RISK.THERMOPLASTICWHITE DIRECTIONALARROW (TYPICAL)DUMPSTER(BELOW TOP OFRETAINING WALL)6" WHITE PAINTED(TYPICAL)ONLYR3-5RSIZE: 30"x36"PROPOSED SITE LIGHTS (SEE PHOTOMETRIC DRAWINGS)NORTHGRAPHIC SCALE01" = 20'102020V7.0 (DT) - LHRD19,054 SFE. INDIAN RIVER BLVD.LEGEND3DENOTES SPACE COUNT BY ROW OR COLUMN 597101010691025.75' 25.48'78.00'7.21'7.87'28'20'24'18' 12'5'12'12'5'12'50'7'18'90'24'18'10'5'70'34'14'19.2'60'5'10'90'10'100'19.2'5'5'4'18'24'100'10'100'10'90'24'18'18'18'7'24'R10'R15'R10'R5'Δ107°16'R55'R50'R5'SIZE: 30"R1-1TYPE "D" CURB(TYPICAL)S 60°50'04" W 280.35' (M)S 0 0 ° 2 2 ' 0 6 " E 3 4 1 . 8 4 ' ( M )N 60°56'44" E 444.60' (M)N 29°05'17" W 283.23' (M)CA=0°05'07",R=11535.22', L=17.19'CHB=N 29°02'44" W,CH=17.19'24" WHITETHERMOPLASTICSTOP BARAPPROXIMATE MINIMUM LIMITS HEAVY DUTY PAVEMENT,SITE CONTRACTOR MAY EXPAND LIMITS FOR EASE OFCONSTRUCTION WITH NO ADDITIONAL EXPENSE TO ALDIR5', TYPICAL UNLESSSPECIFIED OTHERWISE(2) 12" WHITETHERMOPLASTICSTRIPE, 7' CROSSWALKPER FDOT INDEX 711-0115' CONCRETE SIDEWALK(PEDESTRIAN CONNECTION,LONGITUDINAL SLOPESHALL NOT EXCEED 4.0%),CONNECT FOR SMOOTHFLUSH FINISHCANOPY LIMITBOLLARDS (TYPICAL 13 PLACES)(SEE ARCHITECTURAL DRAWINGSFOR SIZES AND DETAILS),LOCATION PER THIS DRAWINGSTORMWATERPOND1. ALL DIMENSIONS AND TIES ARE TO THE EDGE OFPAVEMENT AND OUTSIDE FACE OF BUILDING.2. THE CONTRACTOR AT ITS OWN DISCRETION SHALLMAINTAIN THE CONSTRUCTION SITE SECURE FROMTRESPASS.GENERAL NOTES:REMOVE EXISTING MEDIAN ANDINSTALL NEW PAVEMENT SECTIONFOR NEW MEDIAN OPENING440'PAD MOUNTED TRANSFORMERPER FPL SPECIFICATIONS(SEE SHEET C-8)924'12'90'18'R10'R15'18' 10' 29'R20'Δ44°03'24'R10'24'3'7'24'7'3'1' 10' 23. 4 ' 34. 7 '42'64'24" WHITE PAINTED STOP BARPAINTED 12" x 5' WHITE SPECIALEMPHASIS CROSSWALK63.22'8.9'ALDI MONUMENT SIGNMAX. 8'' HGT. & MAXCOPY AREA 48 SF6'10' MIN5'1.75'8.34'11.00'11.10'84.00'11.16'11.00'R5'CL30± LF 6" DOUBLESOLID LINE YELLOW (PAINTED)24" WHITE PAINTED STOP BARDENOTES FUTUREDRIVE AISLE(BY OTHERS)4 E-COMMERCE SPACES, PAINTSPACE BLUE WITH 6" WHITESTRIPES, 5' HIGH WHITE NUMBERAND 12" HIGH WHITE "CURBSIDE"9'9'10'TYP2.00'2.00'11.00'DENOTES CURB TRANSITION TO FLUSH5.5'ADJUST TOP TO BE FLUSHWITH NEW PAVEMENT(C.I. LID AND RISER)5'ADJUST SANITARY RING AND COVERTO MATCH PROPOSED GRADE10' FPL UTILITY EASEMENT15' 15'4R-1 SFRESIDENTIALR-3 SFRESIDENTIALCOORDINATE WITH ADJACENTPROPERTY OWNERS PRIOR TOCONSTRUCTION OF FENCE TOALLOW PAINTING OF FENCEALONG EAST FACADETHESE SPACES 9'WIDE ONLYWELLSFARGOBANKB-3HIGHWAY COMMERCIAL2'2'B-3HIGHWAY COMMERCIAL312± LF 6' PRECAST FENCE PANELSAND POST BY VERTI-CRETE OR EQUAL(OUTSIDE FACE 6" MINIMUM INSIDEBOUNDARY) SEE SHEET No. C-5 FORREPRESENTATIVE PHOTOCONCRETE WHEEL STOP AND 12"x18"SIGN (SEE REPRESENTATIVE PHOTOSON SHEET C-5)PROVIDE SEPARATE LINE ITEM IN BIDFOR IMPROVEMENTS WITHIN R/W ASREIMBURSEMENT BY CITYCONNECT TO EXISTINGCONCRETE SIDEWALK FORSMOOTH FLUSH FINISH(TYPICAL)INSTALL TRAFFIC RATEDCONTROL BOX PER FDOTQPL OR SPECIFICATION,ADJUST TOP TO BE FLUSHWITH NEW PAVEMENTTRUCK WELLBOLLARD (6 PLACES)SEE ARCHITECTURALDRAWINGSR5'44.5'± BETWEEN EXISTING ANDPROPOSD DRIVEWAYS(40' MINIMUM PER SECTION 21-34.05)83.2'± BETWEEN EXISTING ANDPROPOSD DRIVEWAYS(40' MINIMUM PER SECTION 21-34.05) STOPNO PARKINGNO PARKINGNO PARKINGNO PARKINGT T T T T T 21 3 4NO PARKINGCURBSIDE CURBSIDE CURBSIDE CURBSIDE F L O R I D AREGISTERED L A N D S CAP E A RCHI TECTRICHA R D L . P O ORELA533 STATE OFDATE:DESIGN BY:SHEET NUMBER:DATEREVISIONSDESCRIPTIONCIVIL ENGINEERING SURVEYING LANDSCAPE ARCHITECTURE LB # 0003612 LC # 0000357PROJECT No:DRAWN BY:CHECKED BY:SCALE:THIS DRAWING IS THE PROPERTYOF UPHAM, INC. ANY USE ORREPRODUCTION IN WHOLE OR PARTIS PROHIBITED WITHOUT THEEXPRESSED WRITTEN CONSENT OFUPHAM INC. COPYRIGHTALL RIGHTS RESERVED265 Kenilworth Avenue Ormond Beach Florida 32174 Voice: 386.672.9515 Fax: 386.673.6554 uphaminc.com PRINTED COPIES OF THISDOCUMENT ARE NOT CONSIDEREDSIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES.THIS ITEM HAS BEEN ELECTRONICALLYSIGNED AND SEALED BYON THIS DATE AND TIME STAMP ASSHOWN USING A DIGITAL SIGNATURE.NOT VALID UNLESS SIGNED AND DATEDINCLANDSCAPE PLAN ALDI FOOD MARKET, STORE #173 1825 S RIDGEWOOD AVENUE (US-1) EDGEWATER, FLORIDA 32141200303HMTRLPRLPL-11" = 20'SEPTEMBER 18, 20202020RICHARD L. POORE, RLA9/22/20 REV PER FDOT ACCESSCOMMENTS 09/10/20S. RIDGEWOOD AVE (US-1)GRAPHIC SCALE01" = 20'102020NORTHV7.0 (DT) - LHRD19,054 SFE. INDIAN RIVER BLVD.STORMWATERPONDTRUCK WELL 10' LANDSCAPE BUFFERS 60°50'04" W 280.35' (M)S 0 0 ° 2 2 ' 0 6 " E 3 4 1 . 8 4 ' ( M )N 60°56'44" E 444.60' (M)N 29°05'17" W 283.23' (M)CA=0°05'07",R=11535.22', L=17.19'CHB=N 29°02'44" W,CH=17.19'WARNINGS:1. THE LANDSCAPE AND IRRIGATION CONTRACTOR(S)SHALL REFER TO SITE GRADING PLANS WITHCONTOURS AND ELEVATIONS PRIOR TO BIDSUBMITTAL.2. DO NOT START THE LANDSCAPE PLANTING UNTIL THEIRRIGATION SYSTEM HAS BEEN INSTALLED,PRESSURE CHECKED, CLEARED FOR USE AND ISCAPABLE OF PROVIDING WATER TO ALL NEW PLANTMATERIAL.3. THE IRRIGATION SYSTEM SHALL RUN FOR FOURCONSECUTIVE DAYS TO BUILD UP THE MOISTURELEVEL IN THE GROUND PRIOR TO STARTING PLANTMATERIAL INSTALLATION.4. THE LANDSCAPE CONTRACTOR IS ADVISED THEREARE UNDERGROUND STORM PIPES AND UTILITY LINESWITHIN THE PLANTING AREAS. DUE CARE MUST BEUSED WHEN PLACING LANDSCAPE MATERIAL.NOTES:1. PRIOR TO COMMENCING ANY IRRIGATION ORLANDSCAPE WORK THE CONTRACTOR SHALLSCHEDULE A MEETING WITH THE LANDSCAPEARCHITECT AND INSPECTOR. THIS MEETING IS TOHELP AVOID ANY MISINTERPRETATION OF THEINTENT OF THE DRAWINGS.2. THE LANDSCAPE CONTRACTOR SHALL REVIEW THECOMPLETE SET OF DRAWINGS PRIOR TOINSTALLATION OF TREES TO AVOID CONFLICT WITHUTILITIES AND SITE LIGHT POLES AND SHALL BESOLELY RESPONSIBLE TO RELOCATE ANY TREESTHAT ARE IN CONFLICT.3. TREES SHALL NOT BE PLANTED ANY CLOSER THAN10' TO ANY UTILITY MAIN UNLESS A ROOT BARRIERIS INSTALLED. IN NO CASE SHALL ROOT BARRIERBE PLACED CLOSER THAN 5' TO ANY UTILITY.4. ALL PAVEMENT SURFACES AND GUTTERS SHALLBE SWEPT CLEAN AND DEBRIS REMOVED AFTERINSTALLATION OF PLANTINGS, SOD AND MULCHNOTICE:LANDSCAPE CONTRACTOR SHALLTAKE PROTECTIVE MEASURES DURINGINSTALLATION OF PLANTINGS TOPREVENT RUNOFF CONTAINING SANDFROM ENTERING STORM INLETSPLANT SCHEDULECODE NO. SPECIFIC NAME COMMON NAMESIZE REQUIREMENTSNATIVE- CANOPY TREES -MGB 22 MAGNOLIA GRANDIFLORA D.D. BLANCHARD6'-12' HGT, FULL, 2 1/2" CALYESQV4QUERCUS VIRGINIANALIVE OAK10'-12' HGT, FULL, 2 1/2" CALYESTD 4 TAXODIUM DISTICHUMBALD CYPRESS10'-12' HGT, 2 1/2" CAL @ 6"YESSUBTOTAL30- UNDERSTORY TREES -LIS 16 LAGERSTROEMIA INDICA CRAPE MYRTLE10' CT, STDNOSUBTOTAL 16- SCREENING SHRUBS -HP 69 HAMELIA PATENSFIREBUSH3 GAL, 24" HGT, FULL 3' OCYESPOM 359 PODOCARPUS MACROPHYLLUS PODOCARPUS3 GAL, 24" HGT, FULL, 3' OCNOPSR 13 PENNISETUM SETACEUM RED FOUNTAIN GRASS3 GAL, 24" HGT, 3' OCNOSUBTOTAL 441- SHRUBS / GROUND COVER -BF 33 BULBINE FRUTESCENS DESERT CANDLES1 GAL, 12" HGT, 7-9 LIPSNOEG 24 EVOLVULUS GLOMERATUSBLUE DAZE1 GAL, 12" SPR, FULLYESLEG 87 LIRIOPE MUSCARIEVERGREEN GIANT1 GAL, 12" HGT, 5-7 PIPS, 18" OCNORI 164 RAPHIOLEPIS INDICAINDIAN HAWTHORN3 GAL, 16" HGT, FULL, 3' OCNOSUBTOTAL 308NOTE:CONTRACTOR TO SOD ALL DISTURBED AREAS WITHINTHE RIGHT-OF-WAY WITH BAHIA.LEGEND:ST. AUGUSTINE SOD QUANTITY OF PLANTSPLANT CODE (SEE SCHEDULE)ROLLED BAHIA SODDENOTE SPECIMEN TREEREPLACEMENTBUFFER CALCULATIONS:NORTH: 441'REQUIRED TREES = 5 PROVIDED TREES = 5REQUIRED PLANTS = 167 PROVIDED PLANTS = 170EAST: 342REQUIRED TREES = 11 PROVIDED TREES = 11 (1 - 14" EXISTING + 10 PROPOSED)REQUIRED PLANTS = 102 PROVIDED PLANTS = 102SOUTH: 280'REQUIRED TREES = 3 PROVIDED TREES = 3REQUIRED PLANTS = 106 PROVIDED PLANTS = 108WEST: (S RIDGEWOOD - US HWY 1) 283' LESS 35' DRIVEWAY = 248'REQUIRED TREES = 3 EVERY 50' (1 MAGNOLIA + 2 CRAPE MYRTLE) TOTAL 5 MAGNOLIA AND 10 CRAPE MYRTLEAND 99 SHRUBSPROVIDED TREES = 5 MAGNOLIA, 10 CRAPE MYRTLE AND 100 SHRUBSTREES REQUIRED AT 1 TREE / 1,500 SF @ 108,770 SF = 73 TREESTREES PROVIDED = 31TREES REMAINING = 6TREES DEFICIENT = 36CONTRIBUTION TO TREE BANK @ $5 / INCH @ 2.5" CALIP = 176.4 INCH @ $5 = $882.10' LANDSCAPE BUFFERBA H I A S O DBAHIA SODTREE PRESERVATION CALCULATION:REQUIRED: 15% OF TOTAL SITE AREA108,772 SF x 0.15 = 16,316 SFDENOTE PROVIDED TREE PRESERVATION AREA (16,412± SF)SPECIMEN TREE CALCULATION:THERE ARE 19 EXISTING SPECIMEN TREES ON THE 2.5± ACRE SITE19 / 2.5 = 7.6 TREES PER ACRE50% OF 19 EXISTING SPECIMEN TREES = 9.5 (10) TREES TO BE SAVED6 TREES ARE TO BE SAVED4 TREES ARE TO BE PLANTED FOR A TOTAL OF 10 TREESST AUGUSTINE SODINTERIOR ISLAND UNLESSNOTED OTHERWISEST AUGUSTINE SOD OUTSIDEOF MULCH BED (TYPICAL)MULCH ONLY, NO SODWITHIN ISLAND(6 PLACES TOTAL)REGRADE DISTURBED AREAWITHIN R/W AND SOD WITHBAHIA (TYPICAL)REGRADE DISTURBED AREAWITHIN R/W AND SOD WITHBAHIA (TYPICAL)35'ST AUGUSTINE SOD OUTSIDEOF MULCH BED ANDDISTURBED AREAS (TYPICAL)PRUNE LIMBS AND REMOVEDEAD / DISEASED BRANCHESON EXISTING TREES TOREMAIN (TYPICAL)TREE NOT CONSIDERED INEAST BUFFER CALCULATIONAS WILL BE REMOVED WHENDRIVE AISLE ISCONSTRUCTED (TYPICAL)TREE REQUIREMENTS: SSSTOPEEETTTCTCTPTCTSTSSNO PARKING NO PARKINGNO PARKINGNO PARKING13.880Footcandles calculated at gradeFilename: ALD-200910EWFLCISR2.AGIScale 1" = 25'10050Illumination results shown on this lighting designare based on project parameters provided toCree Lighting used inconjunction with luminairetest procedures conducted under laboratoryconditions. Actual project conditions differingfrom these design parameters may affect fieldresults. The customer is responsible forverifying dimensional accuracy along withcompliance with any applicable electrical,lighting,or energy code.9201 Washington Ave, Racine, WI 53406 https://creelighting.com - (800) 236-6800CREEGHTINGLI_______________________A COMPANY OFIDEAL INDUSTRIES, INC.SR-32775Layout By:Chris SchlitzDate:10/29/2020Project Name: Aldi #173 1825 S Ridgewood Ave, Edgewater, FL 32141Additional Required Equipment:(16) OSQ-DACS Direct Arm Mount(3) OSQ-BLSMF Backlight Shield(4) SSS-5-7-25-CW-BS-1D-C-__ (25' x 5" x 7ga STEEL SQUARE POLE, Single)(3) SSS-5-7-25-CW-BS-2D18-C-__ (25' x 5" x 7ga STEEL SQUARE POLE, 2@180)(1) SSS-5-7-25-CW-BS-2D90-C-__ (25' x 5" x 7ga STEEL SQUARE POLE, 2@90)(1) SSS-5-7-25-CW-BS-4D90-C-__ (25' x 5" x 7ga STEEL SQUARE POLE, 4@90)29' MH - Aldi Standard Area Light Mounting HeightProposed Poles meets 140MPH sustained winds*** CUSTOMER TO VERIFY ORDERING INFORMATION ANDCATALOGUE NUMBER PRIOR TO PLACING ORDER ***MH: 11L22MH: 11L22L22MH: 11MH: 11L22MH: 11L22MH: 11L22MH: 11L22L23MH: 8MH: 8L23L23MH: 8L23MH: 8L23MH: 8MH: 29L34L32-180MH: 29MH: 29L31MH: 29L31MH: 29L31L23MH: 12L21MH: 12MH: 12L24L24MH: 12MH: 12L24L24MH: 12MH: 12L24MH: 12L24L24MH: 12MH: 12L21MH: 12L21L21MH: 12L32-90MH: 29MH: 29L32-180MH: 29L31 w BLSL32-180 w BLSMH: 290.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.8 0.6 0.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.1 1.0 0.8 0.7 0.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.9 1.1 1.2 1.6 1.5 1.2 1.1 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.4 1.4 1.6 2.1 2.3 1.9 1.4 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.4 0.6 1.0 1.6 1.6 2.0 2.7 3.5 3.1 1.5 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.2 0.3 0.6 0.9 1.3 1.8 1.9 2.5 3.1 3.9 5.8 1.4 1.0 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 0.5 0.9 1.4 1.9 2.3 2.8 2.8 2.7 3.6 9.80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.4 0.7 1.0 1.5 1.9 2.3 2.8 2.4 2.3 3.1 5.60.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.6 0.9 1.1 1.7 2.3 2.6 2.3 1.9 1.9 2.6 4.30.1 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.8 1.1 1.4 2.0 2.3 2.4 1.9 1.8 1.7 2.1 4.02.3 5.3 5.6 2.3 1.2 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.8 1.1 1.4 1.8 2.2 2.5 1.9 1.7 1.5 1.4 1.52.4 2.8 2.3 1.5 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.7 0.9 1.1 1.5 2.0 2.0 2.2 1.8 1.2 1.2 2.52.6 2.1 1.3 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.5 0.8 1.2 1.8 2.2 1.9 2.0 1.9 1.3 1.1 2.85.4 1.9 0.9 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.5 0.7 1.2 1.8 2.3 2.0 1.6 1.7 1.5 1.1 1.05.7 1.9 0.9 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.5 0.9 1.4 1.9 2.4 1.9 1.5 1.3 1.4 1.2 2.52.5 1.7 0.9 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 0.8 1.4 2.0 2.2 2.7 2.5 2.0 1.5 1.2 1.2 2.81.9 2.0 1.1 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.5 1.1 2.0 2.5 2.3 2.9 2.7 2.6 1.9 1.3 1.22.0 2.0 1.1 0.4 0.2 0.3 0.5 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.3 0.6 1.3 2.0 2.3 3.0 3.5 3.0 2.7 2.6 1.8 1.6 15.54.0 1.9 1.0 0.4 0.4 0.6 0.7 0.9 1.0 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.3 0.6 1.2 1.7 2.4 3.2 3.5 4.0 3.3 3.4 2.8 2.3 17.16.4 2.0 1.0 0.6 0.7 1.0 1.0 1.1 1.2 0.9 0.7 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.3 0.6 1.3 2.0 2.4 3.3 3.6 3.5 3.1 3.2 2.4 2.1 17.43.3 1.8 1.1 0.8 1.1 1.4 1.3 1.5 1.6 1.2 1.1 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.1 0.3 0.6 1.2 2.2 2.5 2.7 3.4 2.9 3.0 2.5 1.9 1.7 15.71.6 1.8 1.2 1.0 1.4 1.5 1.6 1.9 1.8 1.6 1.4 1.3 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.1 0.2 0.4 0.9 1.7 2.4 2.4 3.0 3.0 2.7 2.3 2.0 2.2 9.0 9.9 12.6 14.5 11.2 11.7 2.1 4.7 2.9 8.1 4.1 1.9 4.6 1.6 1.2 1.1 1.2 1.6 1.7 2.1 2.3 2.3 1.9 1.6 1.5 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.00.1 0.2 0.3 0.6 1.1 1.7 2.3 3.1 2.6 2.4 2.3 2.4 2.5 3.9 6.6 10.8 7.0 1.7 8.3 3.3 1.6 1.2 1.5 1.3 1.1 1.5 1.1 1.0 1.2 1.5 2.1 2.5 2.3 2.1 2.3 2.4 2.0 1.6 1.0 0.9 1.0 0.9 0.6 0.4 0.4 0.5 0.4 0.2 0.2 0.1 0.1 0.00.1 0.2 0.3 0.4 0.7 1.1 1.8 2.7 3.0 2.9 3.0 3.5 3.7 3.5 3.5 3.6 2.9 2.0 1.8 1.9 1.8 1.5 1.2 1.2 1.2 1.1 1.4 1.3 1.6 2.2 2.8 2.8 2.4 2.2 2.4 2.8 2.6 1.9 1.4 1.2 1.7 1.7 1.1 0.8 0.9 0.8 0.5 0.3 0.2 0.1 0.1 0.00.1 0.1 0.2 0.4 0.5 0.8 1.4 2.3 3.2 4.2 4.6 5.0 5.2 4.8 4.6 4.2 3.4 2.8 2.7 3.0 2.9 2.3 2.0 1.7 1.3 1.2 1.5 2.1 2.4 3.0 3.5 3.2 2.8 2.7 2.4 2.2 2.3 2.2 1.9 1.7 2.5 2.5 1.6 1.4 1.3 0.9 0.5 0.3 0.2 0.1 0.1 0.10.1 0.1 0.2 0.3 0.5 0.8 1.3 2.0 3.3 4.7 5.0 5.3 5.4 5.4 5.2 4.4 3.6 3.4 3.0 2.8 2.7 2.5 2.6 2.0 1.3 1.2 1.5 2.4 2.8 2.8 2.9 2.9 2.9 3.0 2.3 1.7 1.8 2.0 2.3 1.9 2.2 2.2 1.8 1.7 1.2 0.7 0.6 0.4 0.3 0.2 0.1 0.10.1 0.1 0.2 0.3 0.5 0.8 1.3 2.1 3.6 4.8 5.6 6.8 6.8 6.5 5.3 5.0 4.0 3.5 3.9 3.6 3.5 3.3 2.5 2.1 1.5 1.3 1.7 2.4 2.8 3.5 3.5 3.6 3.5 2.9 2.3 1.8 1.6 1.8 1.8 2.4 2.8 2.7 2.6 1.4 1.1 0.8 0.7 0.6 0.3 0.2 0.1 0.10.1 0.1 0.2 0.3 0.5 0.8 1.2 2.1 4.0 5.0 5.6 6.9 7.0 6.5 5.3 5.5 4.4 3.6 4.0 4.0 3.8 3.3 2.6 2.2 1.6 1.3 1.8 2.4 2.8 3.4 3.7 3.8 3.3 2.8 2.4 1.7 1.5 1.7 1.6 2.2 3.0 2.8 2.5 1.4 1.2 1.0 0.9 0.8 0.3 0.2 0.1 0.10.1 0.1 0.2 0.3 0.4 0.7 1.1 1.9 3.5 4.7 5.6 6.8 6.8 6.5 5.3 5.0 4.0 3.5 4.0 3.7 3.6 3.4 2.5 2.1 1.5 1.3 1.6 2.3 2.7 3.5 3.4 3.5 3.2 2.6 2.1 1.6 1.4 1.5 1.7 2.4 2.8 2.7 2.6 1.6 1.4 1.1 1.2 1.2 0.6 0.2 0.1 0.10.1 0.1 0.1 0.2 0.4 0.6 1.0 1.6 2.9 4.4 4.8 5.2 5.3 5.3 5.1 4.4 3.5 3.4 3.0 2.9 2.7 2.6 2.6 2.0 1.3 1.2 1.4 2.2 2.6 2.5 2.6 2.6 2.6 2.7 1.8 1.3 1.2 1.5 2.0 1.8 2.2 2.3 1.9 2.1 1.8 1.5 1.6 1.6 1.0 0.3 0.2 0.10.1 0.1 0.1 0.2 0.3 0.5 0.8 1.5 2.6 3.9 4.3 4.7 5.0 4.6 4.5 4.1 3.3 2.9 2.7 3.0 2.9 2.3 2.1 1.8 1.3 1.1 1.4 1.9 2.1 2.4 2.8 2.7 2.2 2.1 1.7 1.3 1.3 1.5 1.6 1.6 2.5 2.8 2.1 2.2 2.3 2.1 1.7 1.4 1.2 0.8 0.2 0.10.1 0.1 0.1 0.2 0.3 0.4 0.8 1.4 2.1 2.3 2.5 3.1 3.3 3.0 2.8 3.0 2.7 2.0 1.9 2.0 1.9 1.5 1.3 1.3 1.2 1.1 1.3 1.2 1.3 1.6 1.9 1.7 1.4 1.2 1.3 1.2 1.2 1.1 0.9 1.0 1.6 1.8 1.5 1.5 1.8 2.3 2.0 1.9 1.5 1.3 0.4 0.10.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.2 1.3 1.4 1.7 1.8 1.7 1.6 1.7 1.6 1.4 1.2 1.2 1.1 0.9 0.8 0.7 0.8 0.9 0.8 0.7 0.7 0.9 1.0 0.9 0.8 0.7 0.7 0.9 0.8 0.6 0.6 0.7 0.9 1.0 0.9 0.9 1.0 1.5 1.6 1.8 1.7 1.2 0.8 0.10.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.7 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.8 1.1 1.2 1.6 1.8 1.3 0.8 0.20.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 0.6 0.8 1.1 1.6 1.3 1.2 1.2 0.50.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.9 1.6 1.3 1.2 1.0 0.50.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.9 1.2 0.9 0.7 0.5 0.40.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.7 0.8 0.5 0.4 0.3 0.24L21SINGLE1.000427033XSPW-B-WM-3ME-4L-30K-UL-CS-PB1-U0-G1Luminaire ScheduleSymbolQtyLabelArrangementLMFCalculation Summary (Footcandles calculated using initial lumen values @ 25°C)LabelLum. LumensLum. WattsPart NumberUnitsAvgMaxMinAvg/MinMax/MinCalcPtsBUG Rating Fc1.0817.47L22SINGLE1.000421031CPY250-B-DM-F-C-UL-CS-30KB2-U0-G16L23SINGLE1.000N.A.43AL-42WLED-UD-CG-120-30KB1-U5-G07L24SINGLE1.000N.A.59CL-20364LEDD-SAT-CLR-SBB1-U5-G03L31SINGLE1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS w/OSQ-DACSB2-U0-G21L31 w BLSSINGLE1.000895086OSQ-A-NM-4ME-B-57K-UL-CS w/OSQ-DACS OSQ-BLSMFB1-U0-G22L32-1802 @ 180°1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS w/OSQ-DACSB2-U0-G21L32-180 w BLS2 @ 180°1.000895086OSQ-A-NM-4ME-B-57K-UL-CS w/OSQ-DACS OSQ-BLSMFB1-U0-G21L32-902 @ 90°1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS w/OSQ-DACSB2-U0-G21L344 @ 90°1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS w/OSQ-DACSB2-U0-G20.0N.A.N.A.PAVED AREAFc2.507.00.73.5710.00