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1180 #19-001-AC Abandonment of Right of WayORDINANCE NO. 1180 AN ORDINANCE OF THE CITY OF OKEECHOBEE, FLORIDA; VACATING AND ABANDONING CERTAIN ALLEY OR ALLEYWAYS AS DESCRIBED HEREIN, WITHIN BLOCK 156, CITY OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; RESERVING UNTO THE CITY ITS SUCCESSORS AND ASSIGNS A NON-EXCLUSIVE EASEMENT FOR PUBLIC UTILITIES PURPOSES; DIRECTING THE CITY CLERK TO RECORD THE ORDINANCE IN THE PUBLIC RECORDS OF THE CLERK OF THE CIRCUIT COURT IN AND FOR OKEECHOBEE COUNTY, FLORIDA; PROVIDING FOR CONFLICT; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Okeechobee General Services Department received Abandonment of Right -of -Way Petition No. 19 -001 -AC submitted by Southeast Investments, Inc., on behalf of the property owners, 205 N.PARROT AVE.HOL,DINGS, LLC; JMASS MGMT, LLC; and David R. Watford, for the closing of a certain alleyway as described in this Ordinance; and WHEREAS, the City of Okeechobee Technical Review Committee reviewed and discussed Petition No. 19 -001 -AC at a duly advertised public meeting held on January 17, 2019, and recommended approval; and WHEREAS, Petition No. 19 -001 -AC was reviewed and discussed by the City of Okeechobee Planning Board at a duly advertised Public Hearing held on January 17, 2019, and determined such Petition to be consistent with the Comprehensive Plan, and recommended approval; and WHEREAS, the City Council reviewed Petition No. 19 -001 -AC and finds it to be consistent with the Comprehensive Plan, is not the sole access to any property, is in the best interest of the citizens, provides a benefit to the City of Okeechobee, and would not jeopardize the location of any utility; and WHEREAS, there are existing utility services above or below this alleyway which require access and maintenance, and reservation of easements to secure access to the alley as necessary until the effective date of this ordinance; and WHEREAS, the granting of the Petition will serve a legitimate public interest and is a proper exercise of the municipal authority of the City of Okeechobee as a discretionary function. NOW, THEREFORE, it is ordained before the City Council for the City of Okeechobee, Florida; presented at a duly advertised public meeting; and passed by majority vote of the City Council; and properly executed by the Mayor or designee, as Chief Presiding Officer for the City: SECTION 1: The unimproved, dedicated alleyway described hereafter and as shown on Exhibit A, is hereby closed, vacated, and abandoned by the City of Okeechobee, Florida to -wit: THAT 15 -FOOT WIDE ALLEY RUNNING EAST TO WEST BETWEEN LOTS 1 TO 6, AND LOTS 7 TO 12 OF BLOCK 156, CITY OF OKEECHOBEE, PLAT BOOK 5, PAGE 5, PUBLIC RECORDS FOR OKEECHOBEE COUNTY, FLORIDA. Ordinance No. 1180 - Page 1 of 4 SECTION 2: The City of Okeechobee, Florida hereby reserves unto itself, its successors and assigns, a perpetual, non-exclusive easement for public utility proposes as described and shown on Exhibit B labeled as "Easement Exhibit" in and over the vacated portion of alleyway between Lots 5 to 6, and 7 to 8 of said Block 156; an 18.00 -foot by 18.91 -foot area on the East end of said Block 156, between Lots 1 and 12; and relocation of easements for Florida Power and Light, Comcast, Okeechobee Utility Authority, and a proposed Florida Public Utility easement. SECTION 3: The proposed easements set out on Exhibit B will be supplemented by subsequent recorded easements setting forth the precise location of the re- located utility easements. SECTION 4: The City Clerk shall cause a certified copy of the Ordinance to be recorded in the public records of Okeechobee County, Florida. SECTION 5: Conflict. All ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 6: Severability. If any provision or portion of this Ordinance is declared by any court of competent jurisdiction to be void, unconstitutional, or unenforceable, then all remaining provisions and portions of this ordinance shall remain in full force and effect. SECTION 7: Effective Date. This Ordinance shall be set for Final Public Hearing the 19th day of February, 2019, and shall take effect upon easements provided on Exhibit B, excluding the proposed easement for Florida Public Utility, are recorded in the public records of the Clerk of Circuit Court, Okeechobee County, Florida. INTRODUCED for First Reading and set for Final Public Hearing on this 5th day of February, 2019. ATTST: Lane miotea, C, City Clerk Dowling R. W., .rd, Jr., Mayor PASSED AND ADOPTED after Second and Final Public Hearing this 19th day of February, 2019. Dowling R. 'a ord, 'r., Mayor ATTEST: LL 0/1 Lane amiotea, CM , City Clerk REVIEWED FOR LE AL UFFICIENCY: John R. Cook, City ttorney Ordinance No. 1180 - Page 2 of 4 ORDNANCE NO. f 80 — EX HBT A The following excerpt is from the City of Okeechobee Future Land Use Map to identify the portion of alleyway to be abandoned as requested by Petition No. 19 -001 -AC. 4 5 1438 1 tY. I :A f '1 1.,: 1 124 !t u : 1 12 1 43 9 T 9 10 1'1' C i s 2 1 7 3 10 1 4; - 4 11 2 1 175 T B 9 10 11 12 i it ti 9 LI urs •a 1 U." Lrl i Petition #19 -001 -AC Alley in Block 156 approximately 15x300 feet 174 T 9 10 11 1 1 691 T 9 9, 1 1� 1 - s ' -r'" C' -r 173, 7 a, 1 } RD ST 7 ..atiliMMI■ The quality of this image is equivalent to the quality of the original document" Ordinance No. 1180 - Page 3 of 4 ORDINANCE NO. 1180 - EXHIBIT B EASEMENT EXHIBIT OL 'ON UW E aivis NW 3rd AVENUE L. NW 2nd AVENUE. tri 1— I IR Ordinance No. 1180 - Page 4 of 4 ,. ' BOHLER • PAGE 1 CITY OF OKEECHOBEE General Services Department 55 Southeast 3rd Street Okeechobee, Florida 34974 863-763-3372 X 9820 Fax: 863-763-1686 ABANDONMENT OF RIGHT-OF-WAY PETITION PETITION NO. 0-00/41. Application fee (non-refundable) $600.00 Note: (Resolution No. 98-11) Schedule of Land Development Regulation Fees and Charges When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the city on the application, the applicant shall pay the actual costs. Date Fee Paid: I a\- 5- %' Receipt No: ` (1 0(1 TRC Meeting: Publication Date: 1 n 17 +� /0'.b(NWj Letters Mailed: 1�• i PB/BOA Meeting: Publication Dates: �" �� �'7/� in•n^(r Letters Mailed: I City Council 1St Readin 5 g I ( CMR Letter E-mailed: City Council Public Hearing:,. Publication Date: fq Right-of-way Definition: Land dedicated, deeded, used, or to be used for a street, alley, walkway, boulevard, drainage facility, access for ingress or egress, or other purpose by the public, certain designated individuals, or governing bodies. [F.S. Ch. 177 § 177.031(16)]. Easements for roads and related purposes shall be considered as right-of-way. Legal Description of the Right -of -Way to be Abandoned: Please see attached. Note: Upon abandonment of a right-of-way in the City of Okeechobee or First Addition of City of Okeechobee Subdivision's, there may be a Fee Simple Interest from the Hamrick Trust. For more information contact Gil Culbreth, 3550 US Hwy 441 South, Okeechobee, Florida 34974, 863-763-3154. Purpose of the Right -of -Way Abandonment: The purpose of the Right of Way abandonment is to allow for the joining of several adjacent parcels into one large parcel i:o facilitate a Wawa. SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) \--(L6'-Pelf `7151041 a- pey Ls/ L a ►s IN 1510-C EXHIBIT " SHEET 1 OF 2 ,,LEGAL DESCRIPTION: A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THOROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: s COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 7, BLOCK 156; THENCE RUN NORTH 0009'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 142.54 FEET TO THE NORTHWEST CORNER OF SAID LOT 7, BLOCK 156 AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00'09'42" WEST, ALONG SAID WEST LINE, A DISTANCE OF 7.50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPAR17NG SAID WEST LINE, RUN NORTH 89'50'43" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 99.98 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 4 OF SAID BLOCK 156; THENCE DEPARTING SAID CENTERLINE, RUN NORTH 0009'42" WEST, ALONG SAID SOUTHERL Y EXTENSION, A DISTANCE OF 7.50 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, BLOCK 156 AND A POINT ON THE NORTH RIGHT—OF—WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY,• THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN NORTH 89'50'43" EAST, ALONG SAID NORTH RIGHT—OF— WAY LINE, A DISTANCE OF 199.97 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT—OF—WAY LINE, RUN SOUTH 0009'42" EAST, ALONG THE EAST LINE OF SAID BLOCK 156, A DISTANCE OF 15.00 FEET TO A POINT ON THE SOUTH RIGHT—OF— WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID EAST LINE, RUN SOUTH 8950'43" WEST, ALONG SAID SOUTH RIGHT OF—WAY LINE, A DISTANCE OF 299.95 FEET TO THE POINT OF BEGINNING. EY SUBJECT PARCEL.dwg 8.5x11 Sketch E SAID LANDS CONTAINING 0.09 ACRES, MORE OR LESS. GENERAL NOTES 11/16/2018 DATE 1. REPRODUC77ONS OF THIS SKETCH ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH PREPARED FOR DESCR!P71ON PURPOSES ONLY AND DOES NOT REPRESENT A FIELD SURVEY. MEASUREMENTS SHOWN HEREON ARE BASED ON A FIELD SURVEY PREPARED BY THIS FIRM. 3. BEARINGS ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 W7TH 2011 ADJUSTMENT. AS A REFERENCE FOR THIS SKETCH, THE WEST LINE OF BLOCK 156, CITY OF OKEECHOBEE, HAS A BEARING OF NORTH 0009'43" WEST. 4. THE LOTS SHOWN HEREON ARE PART OF BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. JERE HALLICK, FLORIDA LICE FL • REG/S7RA710N NO. 6715 ;SURVEYOR atP R SEE SHEET 2 FOR SKETCH GmMERINMER ENGAVEERS INEIRQ-CEN7 A& PLANNERS AND ASSOCIATES, INC. LB 4709 4450 Nf 8]RO ROAD - M8U8000. fl 34785 - (352) 748-3126 r Drawing name: 5: SURVEY N£W\SURVEY\OKEECHOBEE\2nd—Okeechobee\C/VJL30 f7LE5\2ND—OKEECHOBEE SURSKETCH_ALLEY SUBJECT PARCEL.dwg 8.5x11 Sketch Nov 15, 2018 9: 18am by hblair CL 141� SKETCH FOR DESCR/PT/ON (NOTA FIELD SURVEY) 50(P) Q. `t? LOT 6 NORTHWEST 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) 50(P) v LOT 5 CENTERLINE, 15 FOOT ALLEY N00°09'42"W 7.50' 1o0(P) Nl 9 °5U4 "L 99.98' `PO/NT OF BEGINNING NORTHWEST CORNER, LOT 7, BLOCK 156 v c\i'n 3-� LOT 7 LOT 8 cb m o� JI2-efE I m W EXHIBIT " SHEET 2 OF 2 [NORTH LINE, BLOCK 156 ` 50(P) 50(P) 501P) 50(P) BLOCK 156 LOT 4 LOT 3 LOT 2 LOT 1 SOUTHEAST CORNER, LOT 1, BLOCK 156 SOUTHWEST CORNER, LOT 4, BLOCK 156 NORTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY 200(P) N89°50'43['E 999.97' 15' ALLEY SUBJECT LANDS (±0.09 ACRES) \_ S89 °50'43 1W 299.95' ,300'((3) SOUTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY LOT 9 LOT 10 BLOdsK 156 50' P 1 _ 50'(P) 50(P) 50(P) N -SOUTH LINE, BLOCK 156 POINT OF COMMENCEMENT STATE ROAD NO. 70 SOUTHWEST CORNER, LOT 7 BLOCK 156 NORTHWEST PARK STREET LOT 11 50'(P) LINE TABLE LINE BEARING LENGTH Ll NO 09'42"W 7.50' L2 SOV9'42"E 15.00' NORTH PARK STREET (PLAT) (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) LEGEND: —4— LINE BREAK (P) DIMENSION PER PLAT L1 LINE TAG LABEL (SEE TABLE) 0 CHANGE IN DIRECTION a LOT 12 ko 4 cNi U o m 2 I~ w 50'(P) NORTH 0 25 50 1 INCH = 50 FEET SEE SHEET 1 FOR DESCRIPTION FEWIFirkIXELgi 0 ENGINEERS SURWYORS PLANNERS AND ASSOCIATES, INC. LB 4709 4450 NE 8380 ROAD - IMCOMR700. a 34705 - (352) 748-3128 Y SUBJECT PARCEL_J.dwg 8.5 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) 1-90(t. -Pof 715' 0-0 a i ty VJ/ L o- 5 EXHIBIT " SHEET 1 OF 2 LEGAL DESCRIPTION: A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 7, BLOCK 156; THENCE RUN NORTH 0009'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 157.54 FEET TO THE SOUTHWEST CORNER OF LOT 6 OF SAID BLOCK 156 AND A POINT ON THE NORTH RIGHT-OF-WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 8950'43" EAST, ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 49.99 FEET TO THE SOUTHWEST CORNER OF LOT 5, OF SAID BLOCK 156 AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 8950'43" EAST ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 49.99 FEET TO THE SOUTHEAST CORNER OF LOT 5 OF SAID BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT-OF-WAY LINE, RUN SOUTH 0009'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF LOT 5 OF SAID BLOCK 156, A DISTANCE OF 7.50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN SOUTH 89'50'43" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 49.99 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 5 OF SAID BLOCK 156; THENCE DEPARTING SAID CENTERLINE, RUN NORTH 0009'42" WEST, ALONG SAID SOUTHERLY EXTENSION, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 375 SQUARE FEET, MORE OR LESS. GENERAL NOTES 11/16/2018 DATE 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH PREPARED FOR DESCRIPTION PURPOSES ONLY AND DOES NOT REPRESENT A FIELD SURVEY. MEASUREMENTS SHOWN HEREON ARE BASED ON A FIELD SURVEY PREPARED BY THIS FIRM. 3. BEARINGS ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 WITH 2011 ADJUSTMENT. AS A REFERENCE FOR THIS SKETCH, THE WEST LINE OF BLOCK 156, CITY OF OKEECHOBEE, HAS A BEARING OF NORTH 00'09'43" WEST. 4. THE LOTS SHOWN HEREON ARE PART OF BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. let D' li 6715 ✓E D. HALLICK, FLORIDA LACE FL 4 " ' A REGISTRATION NO. 6715 STATE OF �4 FLORIDA 4,640r.4,640r.11g ;/1 hPPER SEE SHEET 2 FOR SKETCH P NFO g A D WEEKS LEMMV A PLANNERS AND ASSOCIA 7ES INC. LB 4709 4450 A[ 83RD ROAD - 1815 11000. fi 34785 - (352) 748-3)26 S E 0 N z echohee\CIVIL30 FILES\2NO—OKEECHOB£E SURSKETCH_ALLEY SUBJECT PARCEL -3.6T 8.5z11 Sketch ing name: 5. \SURVEY NEW\SURVEY\OKEECHOBEE\2 0 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) NORTH 10 20 1 /NCH = 20 FEET LOT 6 POINT OF BEGINNING SOUTHWEST CORNER, LOT 5, BLOCK 156 NORTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY 50'(P) N89•50'431- 49.99' WEST LINE, BLOCK 156 15' ALLEY 50'(Pj SOUTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY LOT 7 EXHIBIT " SHEET 2 OF 2 11 BLOCK 156 LOT 5 SOUTHEAST CORNER, LOT 5, BLOCK 156 50(P) N89 °50'43 "E 49.99' SUBJECT LANDS (±375 SQUARE FEET) PO/NT OF COMMENCEMENT SOUTHWEST CORNER, LOT 7, BLOCK 156 LEGEND: S89 °50'43 "W 49.99' 50'(P) CENTERLINE, 15 FOOT ALLEY LOT 8 BLOCK 156 LINE TABLE LINE BEARING LENGTH Ll S0'09'42'E Z50' L2 N0'09'421W 7.50' —4— LINE BREAK (P) DIMENSION PER PLAT L1 LINE TAG LABEL (SEE TABLE) 0 CHANGE IN DIRECTION LOT 4 50(P) 50'(P) LOT 9 SEE SHEET 1 FOR DESCRIPTION PMFONIMIR MirdiffiRILMV AND ASSOCIATES, INC. p ENGINEERS p SURb£YORS PLANNERS LB 4709 4450 AC 80W ROAD - Mlrni L . f1 34785 - (352) 741-3126 • Nov 16, 2018 9:27om by hbloir OKEECHOBEE SURSKETCH_ALLEY SUBJECT PARC£L2.dwg 8.5x1l Sketch SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) gQ Q `p& / / 5 ' ,j w/ L o -4 - EXHIBIT " " SHEET 1 OF 2 LEGAL DESCRIPTION: A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT Z BLOCK 156; THENCE RUN NORTH 0009'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 150.04 FEET TO A POINT ON THE CENTERLINE OF SAID 15 FOOT WIDE ALLEY AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 0009'42" WEST, ALONG' SAID WEST LINE, A DISTANCE OF 7.50 FEET TO THE SOUTHWEST CORNER OF LOT 6 OF SAID BLOCK 156 AND A POINT ON THE NORTH RIGHT—OF—WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 89'50'43" EAST, ALONG SAID NORTH RIGHT—OF—WAY LINE, A DISTANCE OF 49.99 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6, BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT—OF—WAY LINE, RUN SOUTH 0009'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID LOT 6, A DISTANCE OF 7.50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN SOUTH 8950'43" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 49.99 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 375 SQUARE FEET, MORE OR LESS. GENERAL NOTES 11/16/2018 DATE 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH PREPARED FOR DESCRIPTION PURPOSES ONLY AND DOES NOT REPRESENT A FIELD SURVEY. MEASUREMENTS SHOWN HEREON ARE BASED ON A FIELD SURVEY PREPARED BY THIS FIRM. 3. BEARINGS ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 141711 2011 ADJUSTMENT. AS A REFERENCE FOR 77 -IIS SKETCH, THE VEST LINE OF BLOCK 156, CITY OF OKEECHOBEE, HAS A BEARING OF NORTH 0009'43" WEST. 4. THE LOTS SHOWN HEREON ARE PART OF BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. a. �° JED. HALLICK, FLORIDA LICE .'15c/RVEICE tPPER +111\`AN REGISTRATION NO. 6715 SEE SHEET 2 FOR SKETCH 0 ENGINEERS YORS INEIML ( V o PLS NERS AND ASSOCIATES, INC. LB 4709 4450 N 8.71N ROAD - wuDWOOD. f1 54785 - (752) 748-3r26 f E echobeeeCf 1L30 f7LES\2ND-OKEECHOBEE SURSK£TCH_ALLEY SUBJECT PARCEL2.dwg 8.5x11 Sketch Drawing SURVEY NEW\SURVEY\OKEECHOBEE\2nd-0 0 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) NORTH 10 20 1 INCH = 20 FEET LOT 6 NORTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY 50'(P) N89 °50'43 "E 49.99' SUBJECT LANDS (1-375 SQUARE FEET) CO S89°50'43"W 49.99' 50(P) CENTERLINE, 15 FOOT ALLEY LOT 7 mr POINT OF COMMENCEMENT SOUTHWEST CORNER, LOT 7, BLOCK 156 LEGEND: 1 EXHIBIT " SHEET 2 OF 2 BLOCK 156 LOT 5 SOUTHEAST CORNER, LOT 6, BLOCK 156 501P) LOT 4 50 (P) 15' ALLEY 50"(P) I 50'(P) SOUTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY LOT 8 BLOCK 156 LINE TABLE LINE BEARING LENGTH LI NO'O9'421W Z50' L2 S07)9.42 -E Z50" -4 LINE BREAK (P) DIMENSION PER PLAT L1 LINE TAG LABEL (SEE TABLE) 0 CHANGE IN DIRECTION LOT 9 SEE SHEET 1 FOR DESCRIPTION G N CERT o EN ENGINEERS ► IMMIr�LMV A PLANNERS AND ASSOCIATES, INC. LB 4709 4450 NE 8300 ROAD - w[ow°% R 34785 - (352) 746-3726 BOHLER ENGINEERING Owner Lists Jmass Management, LLC 180NW3rd Ave Suite A Okeechobee, FL 34972 David R. Watford 200 NW Park Street Okeechobee, FL 34972 205 N Parrot Ave Holdings, LLC 850 NW Federal Hwy Suite 206 Stuart, FL 34994 Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561 571 0280 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM PAGE 2 PETITION NO. 161-Q011\e. '/ Name of property owner(s): Please see attached Owner(s) mailing address: Owner(s) e-mail address: Owner(s) daytime phone(s): Fax: Required Attachments Copy of recorded deed of petitioner as well as any other property owner whose property is contiguous to the right-of-way. Letters of Consent or Objection. (If more than one property owner is involved and they are not signing the petition). SEE NOTE BELOW FOR ADDITIONAL INSTRUCTIONS Location map of subject property and surrounding area within 100' (See Information Request Form attached) and dimensions of right-of-way. List of all property owners within 300' of subject property (See Information Request Form attached) Site Plan of property after abandonment. (No larger than 11x 17) Utility Companies Authorization Form. (See attached) Supplementary supporting information: Copy of recorded Plat of the Subdivision where right-of-way exists no larger than 11x17. (Can be obtained from the County Clerk's Office, Court House) PLEASE NOTE: If there are other property owners that are contiguous to the subject right-of- way, a notarized letter must be attached with the following information: date, their name(s), what property they own, and whether they object to or consent to the right-of-way abandonment (See attached sample letter) At Confirmation of Information Accuracy I hereby certify that the information contained in and/or attached with this petition is correct. The information included in this petition is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial of this petition. Steve Lipofsky, PE 12/3/18 Printed Name Date ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee me, 205 N Parrot Ave Holdings, LLC (insert names) of the owners) name, person(s) who is signing the letter of consent) own the following property: 3-15-37-35-0010-01560-0010 (Parcel 1, Lots 1-4) (insert the legal description of the property) Do hereby consent or agree. with my/our sianature below. to the closing of the alley and/or Street described below: SWC of NW 2nd St & NW 2nd Ave, Okeechobee, FI, 34972, South of Parcel 1, Lots 1-4. (insert the legal description of the street or alley requesting to be closed) (See Attached Legal Description) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or Presiclent/Managers Name and attach Sunbiz.com information) Signature of Property Owner Signature of Property Owner Printed Name Printed Name STATE OF FL COUNTY OF Palm Beach The foregoing instrument was acknowledged before me this by oA(-)y cVAAIL-- who is personally known to me or who identification and who did (did not) (Seal) Where Brcmnatein NOTARY PUBLIC STATE OF FLORIDA Corrin# FF223837 Expires 4/28/2019 (date) roduced e oath. NOv,M�' du?, as (Notary Public signature) f Commission No. FP. ds -Ds -4)C6-7 (Name of Notary typed, printed or stamped) I L1.71 LU I 0 Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0010 « Next Lower Parcel n Next Higher Parcel » Owner & Property Info u aearcnrcesuus 2018 Certified Values Parcel List Generator;Retrieve Tax Record Property Card [ Interactive GIS Map 1 Owner's Name 205 N PARROT AVE HOLDINGS LLC Site Address NW 2ND ST, OKEECHOBEE Mailing Address 2740 SW MARTIN DOWNS BLVD -#247 PALM CITY, FL 34990 Description CITY OF OKEECHOBEE LOTS 1 2 3 4 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.651 ACRES S/T/R 15-37-35 Neighborhood 518655.00 Tax District 50 DOR Use Code PARKING LO (002803) Market Area 510 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $110,490.00 Ag Land Value cnt: (o) Moo Building Value cnt: (0) $0.00 XFOB Value cnt: (5) $12,483.00 Total Appraised Value $122,973.00 Sales History 2018 TRIM (pdf) Print « Prev Search Result: 3 of 31 Next» GIS Aerial 0 60 120 180 240 309 360 420 ft 2018 Certified Values Just Value $122,973.00 Class Value $0.00 Assessed Value $122,973.00 Exempt Value $0.00 Total Taxable Value $122,973.00 Show Similar Sales within 1/2 mile All out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 7/23/2002 481/1539 WD I U 02 (Multi -Parcel Sale) - show $0.00 7/24/2000 442/224 WD I U 02 (Multi -Parcel Sale) - show $0.00 7/12/1999 425/587 WD I U 02 (Multi -Parcel Sale) - show $0.00 7/5/1999 424/1549 WD I U 04 $0.00 1/1/1998 413/1782 WD I U 04 $0.00 12/1/1982 252/639 WD I U 04 $30,000.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Bit Base S.F. Total S.F. Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code Desc Units Value Units Dims Condition (% Good) ASPH 2 COM SLB WL 1986 $9,720.00 0024514.000 0 x 0 x 0 PD (025.00) CONC I BUMPERS 1986 $238.00 0000067.000 0 x 0 x 0 PD (025.00) FENC 5 8'C/LINK 2000 $1,685.00 0000192.000 0 x 0 x 0 PD (075.00) LPQ1 LGHT P QRZ 1998 $330.00 0000002.000 0 x 0 x 0 PD (050.00) LPQ2 LGHT P QRZ 1998 $510.00 0000002.000 0 x 0 x 0 PD (050.00) Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP6 SIDE STREE (MKT) 0000200.000 FF - (0000000.651AC) 1.00/1.00/1.00/1.00 $552.45 $110,490.00 http://okeechobeepa.com/GISv1/ 1/2 I L/0/LU IO ue[aII uy EMIL), IVallle DIVISION OF CORPORATIONS org o L) PCP /—\T I f DI till Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company 205 N. PARROT AVE. HOLDINGS, LLC Filing Information Document Number L02000017576 FEI/EIN Number 59-0934890 Date Filed 07/12/2002 State FL Status ACTIVE Last Event CANCEL ADM DISS/REV Event Date Filed 04/21/2010 Event Effective Date NONE Principal Address 2501 NO. PARROT AVE. OKEECHOBEE, FL 34972 Changed: 09/17/2012 Mailing Address 850 NW FEDERAL HIGHWAY 206 STUART, FL 34994 Changed: 09/17/2012 Registered Agent Name & Address CLARK, HARPER R 5100 SW. HAMMOCK CRK. DR. PALM CITY, FL 34990 Name Changed: 04/29/2008 Address Changed: 04/29/2008 Authorized Person(s) Detail Name & Address Title PRES CLARK, HARPER R 5100 SW. HAMMOCK CRK. DR. http://search.sunbiz.org/I nquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=205NPARR... 1/2 IL/J/LV 10 PALM CITY, FL 34990 Title SECR CLARK, WAYNE T 4516 SW LA PALOMA DR PALM CITY, FL 34990 Annual Reports Report Year Filed Date 2016 01/25/2016 2017 01/26/2017 2018 02/07/2018 Document Images 02/07/2018 — ANNUAL REPORT 01/26/2017 — ANNUAL REPORT 01/25/2016 — ANNUAL REPORT 02/14/2015 — ANNUAL REPORT 01/19/2014 -- ANNUAL REPORT 02/16/2013 — ANNUAL REPORT 09/17/2012 — ANNUAL REPORT 04/19/2011 -- ANNUAL REPORT 04/21/2010 — REINSTATEMENT 04/29/2008 — ANNUAL REPORT 09/05/2007 -- ANNUAL REPORT 04/30/2006 — ANNUAL REPORT 02/25/2005 -- ANNUAL REPORT 02/16/2004 — ANNUAL REPORT 04/10/2003 -- ANNUAL REPORT 07/24/2002 — Name Change 07/12/2002 -- Florida Limited Liabilites uelau uy cllllly IVdIIIe View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Fla�ida Do, arm:mrt of Stale. DivI5ion of?:.nporticn; http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=205N PARR... 2/2 f 9•N°a p0 0 Cyr =TURN TO This lucuntent Prepared Ry a:A 1.etult. Jay E. Eckhaus, Esq. Jay E. Eckhaus, P.A. 157 Windward Drive F'aim Beach Gardens, F1 x341'4 Parcel ID Number 3-15-37-35-0010-01400-0010 3-15-37-35-0010-01560-0010 Grantee III TIN Grimes_ It2 LIN Special Warranty Deed This Indenture. Kobe this 23rd da of July, :'uv:' AD. Between L'Place Proper,t,l,S, Ltd., a Florida limited partnership KO48I Documentary Stamps paid In the amount of s Crass G l .: ,Taw. pair to the amount Sharon Robarttoon. Deft d Greait Court Okeechobee County. Fort -13 Bp Al u of the County of Palm Beach 205 t.1. Parrot Ave. Holdings, LLC, Company otiose address is. 6601 Pamela Lane, WeSt. Palm Beach, h, FL 33405 ofttwCounoof Palm Beach State of Fie ri.a State of E1.): i is , grantors. and Florida Limited Liability Witnesseth that the GRANTORS. for and in consideration of the sum of TEN DOLLARS (S10) DOLLARS , grantees. and other good and valuable consideration to GRANTORS in hand paid to GRANTEES. the receipt mhereof is Iamb) acknonlcdgcd. have granted bargained and sold to the said GRANTEES and GRANTEES- heirs_ successors and assigns forcer, the folloning dcseabed Iand_ situate. ling and tieing to the Count\ of Okeechobee State of Florida towit Lots 1 through 12, inclusive, Block 140. CITY OF OKEECHOBEE, according to the map or plat thereof as recorded in Plat Book 2, Page(s) 17. Public Records of St. Lucie County, Florida. a copy of said plat being also recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. AND Lots 1 through 4, inclusive. Block 156, TOWN OF OKEECHOBEE, according to the map or plat thereof as recorded in Plat Book 2. Page(s) 17, Public Records of St. Lucie County, Florida. a copy of said plat being also recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Subject to conditions, restrictions, reservations and easements of record and all zoning and other restrictions imposed by governmental regulations, without reimposing same and taxes subsequent to 2001. Togethernith all Io emclns, hen'dltamenis.md appurtenances thereto belonging nr in amuise appcnatnurg • '1' 0I 1540 To Have and to Hold, 11te sin c m foe simple foreter. And the gtanuxs hetehs an awn ..,th s.-tedgtaut t that grantor. are lassfulls vv it at ud land in la, .Impk• thai gr.ultara haw good ngllt and lau lul aulhlxda to sell and “un.. -1. sand land. that gleultoI hetet' hallo am:ad the title to said land and a..11 dekend the sante a ant..J the lawful clams of all haven.. Luning ha, through or unski in Jillara In Witness Whereof, the grantors hale hereunto .r: thea hand: and scala ih JJc and sex first ohm,: acntl n Signed, sealed and delivered in our presence: L'Place Properties, Ltd., a Florida limited partnership By: 1.'1'ld.'f' F r.,pert1. 5. 1.204-., a Florida corporation, Civ, F jif}q'iRTNER Printed Name Pr in STATE Flori COUNTY O Palm.: ach The foregoing 23rd day of July, Properties, Inc., L'Place Properti behalf of the co known to me or h identification. ument by Arnold lorida corpor Ltd., a Flo atior and the s produced Arnold Levitan P.O. Address 150 Tequesta Drive, Tequesta, FL 33409 FILED FOR RLCO . OKEECH•'r'_t. 374569 2002 JUL 2'6 pp I' f SHARON l:Or.R i CLERK OF CIRCUIT CO cknowledaed before me this itan, President of L'Place n and a general partner of limited partnership, on rtnership he is personally lorida driv'r's license as r'r�nt jO A_ ,� ubiie Ik'ission`Expires: / / ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, flt-3ertrer state) eCkra ��a 5 5 L1,( ) , (insert name(s) of the owner(s) name, person(S) ho is signing the letter of consent) own the following property: Parcel ID# 3-15-37-350010-01560-0050 (Lot 5, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida) (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: Property located on NW. 2nd Street. The Alley located on the south property line for lot 5, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. it if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com infprmation) Signsfurte Proiperty O ner pri Signature of Property Owner Printed Nan)- ' Printed Name STATE OF 1 Cit a COUNTY OF act'( hgib( The foregoing instrument was acknowledged before me this .,(C Ci7()V1 (.n (date) by al-icc- " A c(1011(N who is personally known to me or who produced ttY,._NsCAfl() l l"( }LfCtAin as identification and who did (did not) take oath. (Notary Public signature) (Seal) Commission No.61'` &l 25 2(020 r ; . dc1$0 :.0 o {a' p , My Commission GG 252620 ?an Expires 08/26/2022 1/7/2019 Okeechobee County Property Appraiser updated: 1/4/2019 Parcel: 3-15-37-35-0010-01560-0050 « Next Lower Parcel : Next Higher Parcel » Owner & Property Info D_SearchResults 2018 Certified Values Parcel List Generator Retrieve Tax Record Property Card Owner's Name JMASS MGMT Site Address 207 NW 2ND ST, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOT 5 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.162 ACRES S/T/R 15-37-35 Neighborhood 518655.00 Tax District 50 DOR Use Code PROFESS SV (001900) Market Area 510 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. )roperty & Assessment Values Mkt Land Value cnt: (1) $27,622.00, Ag Land Value cnt: (0) $0,00; Building Value cnt: (1) $49,564.001 XFOB Value cnt: (2) $2,284 00' Total Appraised Value $79,470.00 2018 TRIM (pdf) Interactive GIS Map I Print Search Result: 1 of 5 GIS Aerial Next » 2018 Certified Values Just Value $79,470.00, Class Value $0.00 Assessed Value $79,470.00 Exempt Value $o.00 Total Taxable Value $79,470.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 12/20/2018 817/1850 PR I U 19 $230,000.00 3/21/2000 436/372 WD I U 03 $85,000.00 7/21/1998 409/431 WD I U 03 $0.00 12/1/1970 124/533 WD I U 03 $0.00 nui!ding Characteristics Bldg Sketch Show Sketch Bldg Item 1 *Bldg Desc OFFICE (004900) Year Blt Base S.F. 1976 1936 Total S.F. 2146 Bldg Value $49,564.00 *Bldg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a p operty's Just Value for ad valorem tax purposes and should not be used for any other purpose. 'tra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) ASPH 2 COM SLB WL 1994 $519.00 0000480.000 0 x 0 x 0 PD (030.00) AFA W4 MTL FLR MT 2003 $1,765.00 0000165.000 15 x 11 x 0 PD (075.00) akdown Lnd Code I Desc Units Adjustments Eff Lnd Value 067WP6 Il SIDE STREE (MKT) 0000050.000 FF - (0000000.162AC) 1.00/1.00/1.00/1.00 Rate $552.44 $27,622.00 Okeechobee County Property Appraiser Search Result: 1 of 5 http://okeechobeepa.com/GISvl/ Next » updated: 1/4/2019 1/2 Pane D Num r: -1-37-35-0010-01560-0050 syl vre k Prepared by and Return to: Okee-Tantie Title Company, Inc. 105 N. W. 6th Street Okeechobee, Florida 34972 FILE NO. 36548 Personal Representative's Deed This Indenture, Executed this December 20, 2018 A.D. Between 1111111111111111111111111111111111111111 FILE NUM 2018015304 OR BK 817 PG 185:' SHARON ROBERTSON? CLERK c- COMPTROLLER OKEECHOBEE COUNTY/ FLORIDA RECORDED 12/27/2018 04:41:26 PM At1T $230,000.00 RECORDING FEES $27.00 DEED DOC: $1?610,0r RECORDED) BY G Newbo ern P9S 1850 — 18529 (3 P9S) LESLY JOLEEN FLEMING, PERSONAL REPRESENTATIVE OF THE ESTATE OF RUSSELL HOUSTON BARBER A/K/A R.H. BARBER, DECEASED, whose address is 200 NE 4111 AVENUE, Okeechobee, Florida 34972, hereinafter called the grantor, to JMASS MGMT, FLORIDA LIMITED LIABILITY COMPANY, whose post office address is: 180 NW 3RD AVENUE STE A, Okeechobee, Florida 34972, hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Okeechobee County, Florida, viz: LAND DESCRIBED ON ATTACHED EXHIBIT "A" Parcel ID Number: 3-15-37-35-0010-01560-0050 Subject to covenants, restrictions, easements of record and taxes for the current year. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2018. DEED Okeechobee Closers' Choice Book817/Page1850 CFN#2018015004 Page 1 of 3 Exhibit "A" LOT 5, BLOCK 156, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. File Number: 36548 Legal Description with Non Homestead Closers Choice Book817/Page1851 CFN#2018015004 Page 2 of 3 In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: Witness Printed Name e Witness Printed Name State of TENNESSEE County of 11 Ka - LE RE Address: 200 ONAL VENUE, OKEECHOBEE, FL 34972 The foregoing instrument was acknowledged before me this December 20, 2018, by LESLY JOLEEN FLEMING, PERSONAL REPRESENTATIVE OF THE ESTATE OF RUS. ELL HOUSTON BARBER A/K/A R.H. BARBER, DECEASED, who is/are personally known t. or w . has pr identification. O —t 0 DEED Okeechobee Closers' Choice i CO. TO 0 My Commission Exptr Book817/Page1852 CFN#2018015004 Page 3 of 3 Commercial Contract 1 1. PARTIES AND PROPERTY: JMASS MGMT LLC 2 agrees to buy and R H BARBER (ESTATE) • of TOL. REAL ESTATE GROUP, to 4c. Rui tsawe Bnaw 3 agrees to sell the property at: 4 Street Address: 207 NW 2ND ST OKEECHOBEE, FL 34972 5 ("Buyer") ("Seller") 6 Legal Description: CITY OF OKEECHOBEE LOT 5 BLOCK 156 7 Nov 29, 2018 8 and the following Personal Property: 9 10 (all collectively referred to as the "Property") on the terms and conditions set forth bell c 10,2018 'illilala W 11 2. PURCHASE PRICE: $ —=:- 12 (a) Deposit held in escrow by: COLIN CAMERON $ 13 ("Escrow Agent") (checks are subject to actual and final collection) 14 Escrow Agent's address: Phone: 15 (b) Additional deposit to be made to Escrow Agent 16 Xwithin 3 days (3 days, if left blank) after completion of Due Diligence Period or 17 ❑within days after Effective Date $ 18 (c) Additional deposit to be made to Escrow Agent 19 ❑within days (3 days, if left blank) after completion of Due Diligence Period or 20 ❑within days after Effective Date $ 21 (d) Total financing (see Paragraph 5) $ Int' jai.41 22 (e) Other SELLER FINANCING (SEE LINE 320 FOR TERMS) $ 23 (f) All deposits will be credited to the purchase price at closing. 24 Balance to close, subject to adjustments and prorations, to be paid 25 via wire transfer. $ 0 26 For the purposes of this paragraph, "completion" means the end of the Due Diligence Period or upon delivery of 27 Buyer's written notice of acceptability. 28 3. TIME FOR ACCEPTANCE; EFFECTIVE DATE; COMPUTATION OF TIME: Unless this offer is signed by Seller 29 and Buyer and an executed copy delivered to all parties on or before NOV 29, 2018 , this offer 30 will be withdrawn and the Buyer's deposit, if any, will be returned. The time for acceptance of any counter offer will be 31 3 days from the date the counter offer is delivered. The "Effective Date" of this Contract is the date on which the 32 last one of the Seller and Buyer has signed or initialed and delivered this offer or the final counter offer or 33 . Calendar days will be used when computing time periods, except time periods of 5 34 days or less. Time periods of 5 days or less will be computed without including Saturday, Sunday, or national legal 35 holidays. Any time period ending on a Saturday, Sunday, or national legal holiday will extend until 5:00 p.m. of the next 36 business day. Time is of the essence in this Contract. 37 4. CLOSING DATE AND LOCATION: 13, 2018 /617 38 (a) Closing Date: This transaction will be closed on OR BEFORE DEC 7, 2018 (Closing Date), unless 39 specifically extended by other provisions of this Contract. The Closing Date will prevail over all other time periods 40 including, but not limited to, Financing and Due Diligence periods. In the event insurance underwriting is suspended Buyer c , ) CC -5 Rev. 9/17 and Seller` C V ) ( ) acknowledge receipt of a copy of this page, which is Page 1 of 8 Pages. ©2017 Florida Realtors® 41 on Closing Date and Buyer is unable to obtain property insurance, Buyer may postpone closing up to 5 days after 42 the insurance underwriting suspension is lifted. 43 (b) Location: Closing will take place inOKEECHOBEECounty, Florida. (If left blank, closing will take place in the 44 county where the property is located.) Closing may be conducted by mail or electronic means. 45 5. THIRD PARTY FINANCING: 46 BUYER'S OBLIGATION: On or before days (5 days if left blank) after Effective Date, Buyer will apply for third 47 party financing in an amount not to exceed % of the purchase price or $ , with a fixed 48 interest rate not to exceed % per year with an initial variable interest rate not to exceed %, with points or 49 commitment or loan fees not to exceed % of the principal amount, for a term of years, and amortized 50 over years, with additional terms as follows: 51 52 Buyer will timely provide any and all credit, employment, financial and other information reasonably required by any 53 lender. Buyer will use good faith and reasonable diligence to (i) obtain Loan Approval within days (45 days if left 54 blank) from Effective Date (Loan Approval Date), (ii) satisfy terms and conditions of the Loan Approval, and (iii) close 55 , ,Adan. Buyer will keep Seller and Broker fully informed about loan application status and authorizes the mortgage 56 tiatigiand lender to disclose all such information to Seller and Broker. Buyer will notify Seller immediately upon 57 .kotita{ig financing or being rejected by a lender. CANCELLATION: If Buyer, after using good faith and reasonable 58 "i�'i gg"n'e, fails to obtain Loan Approval by Loan Approval Date, Buyer may within days (3 days if left blank) 59 iiiankfl written notice to Seller stating Buyer either waives this financing contingency or cancels this Contract. so If Buyer does neither, then Seller may cancel this Contract by delivering written notice to Buyer at any time thereafter. 61 Unless this financing contingency has been waived, this Contract shall remain subject to the satisfaction, by closing, of 62 those conditions of Loan Approval related to the Property. DEPOSIT(S) (for purposes of Paragraph 5 only): If Buyer 63 has used good faith and reasonable diligence but does not obtain Loan Approval by Loan Approval Date and 64 thereafter either party elects to cancel this Contract as set forth above or the lender fails or refuses to close on or 65 before the Closing Date without fault on Buyer's part, the Deposit(s) shall be returned to Buyer, whereupon both 66 parties will be released from all further obligations under this Contract, except for obligations stated herein as surviving 67 the termination of this Contract. If neither party elects to terminate this Contract as set forth above or Buyer fails to use s8 good faith or reasonable diligence as set forth above, Seller will be entitled to retain the Deposit(s) if the transaction 69 does not close. For purposes of this Contract, "Loan Approval" means a statement by the lender setting forth the terms 70 and conditions upon which the lender is willing to make a particular mortgage loan to a particular buyer. Neither a pre - 71 01 a. I letter not a prequalification letter shall be deemed a Loan Approval for purposes of this Contract. 72 "';',1 ; : Seller has the legal capacity to and will convey marketable title to the Property by Nstatutory warranty 73 deed ❑ special warranty deed ❑ other , free of liens, easements and 74 encumbrances of record or known to Seller, but subject to property taxes for the year of closing; covenants, 75 restrictions and public utility easements of record; existing zoning and governmental regulations; and (list any other 76 matters to which title will be subject) 77 78 provided there exists at closing no violation of the foregoing and none of them prevents Buyer's intended use of the 79 Property as 80 (a) Evidence of Title: The party who pays the premium for the title insurance policy will select the closing agent 81 and pay for the title search and closing services. Seller will, at (check one) Et 9Ctlei's RI Buyer's expense and 82 within 15 days after Effective Date or at least 3 days before Closing Date deliver to Buyer (check one) 83 X (i) a title insurance commitment by a Florida licensed title insurer setting forth those matters to be discharged by 84 Seller at or before Closing and, upon Buyer recording the deed, an owner's policy in the amount of the purchase 85 price for fee simple title subject only to exceptions stated above. If Buyer is paying for the evidence of title and 86 Seller has an owner's policy, Seller will deliver a copy to Buyer within 15 days after Effective Date. o (ii.) an 87 abstract of title, prepared or brought current by an existing abstract firm or certified as correct by an existing firm. 88 However, if such an abstract is not available to Seller, then a prior owner's title policy acceptable to the proposed 89 insurer as a base for reissuance of coverage may be used. The prior policy will include copies of all policy 90 exceptions and an update in a format acceptable to Buyer from the policy effective date and certified to Buyer or Buyer ) ( ) and Seller taa ( ) acknowledge receipt of a copy of this page, which is Page 2 of 8 Pages. CC -5 Rev. 9/17 ©2017 Florida Realtors® 91 Buyer's closing agent together with copies of all documents recited in the prior policy and in the update. If such 92 an abstract or prior policy is not available to Seller then (i.) above will be the evidence of title. 93 (b) Title Examination: Buyer will, within 15 days from receipt of the evidence of title deliver written notice to Seller 94 of title defects. Title will be deemed acceptable to Buyer if (1) Buyer fails to deliver proper notice of defects or (2) 95 Buyer delivers proper written notice and Seller cures the defects within 30 days from receipt of the notice 96 ("Curative Period"). Seller shall use good faith efforts to cure the defects. If the defects are cured within the 97 Curative Period, closing will occur on the latter of 10 days after receipt by Buyer of notice of such curing or the 98 scheduled Closing Date. Seller may elect not to cure defects if Seller reasonably believes any defect cannot be 99 cured within the Curative Period. If the defects are not cured within the Curative Period, Buyer will have 10 days 100 from receipt of notice of Seller's inability to cure the defects to elect whether to terminate this Contract or accept 101 title subject to existing defects and close the transaction without reduction in purchase price. 102 (c) Survey: (check applicable provisions below) 103 (1.) 0 Seller will, within days from Effective Date, deliver to Buyer copies of prior surveys, 104 plans, specifications, and engineering documents, if any, and the following documents relevant to this 105 transaction: 106 seller does not have survey 107 prepared for Seller or in Seller's possession, which show all currently existing structures. In the event this 108 transaction does not close, all documents provided by Seller will be returned to Seller within 10 days from the 109 date this Contract is terminated. 110 N7 Buyer will, at 0 Seller's X Buyer's expense and within the time period allowed to deliver and examine 111 title evidence, obtain a current certified survey of the Property from a registered surveyor. If the survey reveals 112 encroachments on the Property or that the improvements encroach on the lands of another, 0 Buyer will 113 accept the Property with existing encroachments 0 such encroachments will constitute a title defect to be 114 cured within the Curative Period. 115 (d) Ingress and Egress: Seller warrants that the Property presently has ingress and egress. 116 7. PROPERTY CONDITION: Seller will deliver the Property to Buyer at the time agreed in its present "as is" condition, 117 ordinary wear and tear excepted, and will maintain the landscaping and grounds in a comparable condition. Seller 118 makes no warranties other than marketability of title. In the event that the condition of the Property has materially 119 changed since the expiration of the Due Diligence Period, Buyer may elect to terminate the Contract and receive a 120 refund of any and all deposits paid, plus interest, if applicable, or require Seller to return the Property to the required 121 condition existing as of the end of Due Diligence period, the cost of which is not to exceed $ 00 (1.5% of 122 the purchase price, if left blank). By accepting the Property "as is", Buyer waives all claims against Seller for any 123 defects in the Property. (Check (a) or (b)) 124 X (a) As Is: Buyer has inspected the Property or waives any right to inspect and accepts the Property in its "as is" 125 condition. 126 0 (b) Due Diligence Period: Buyer will, at Buyer's expense and within days from Effective Date ("Due 127 Diligence Period"), determine whether the Property is suitable, in Buyer's sole and absolute discretion. During the 128 term of this Contract, Buyer may conduct any tests, analyses, surveys and investigations ("Inspections") which 129 Buyer deems necessary to determine to Buyer's satisfaction the Property's engineering, architectural, 130 environmental properties; zoning and zoning restrictions; flood zone designation and restrictions; subdivision 131 regulations; soil and grade; availability of access to public roads, water, and other utilities; consistency with local, 132 state and regional growth management and comprehensive land use plans; availability of permits, government 133 approvals and licenses; compliance with American with Disabilities Act; absence of asbestos, soil and ground 134 water contamination; and other inspections that Buyer deems appropriate. Buyer will deliver written notice to 135 Seller prior to the expiration of the Due Diligence Period of Buyer's determination of whether or not the Property 136 is acceptable. Buyer's failure to comply with this notice requirement will constitute acceptance of the Property in 137 its present "as is" condition. Seller grants to Buyer, its agents, contractors and assigns, the right to enter the 138 Property at any time during the term of this Contract for the purpose of conducting Inspections, upon reasonable 139 notice, at a mutually agreed upon time; provided, however, that Buyer, its agents, contractors and assigns enter 140 the Property and conduct Inspections at their own risk. Buyer will indemnify and hold Seller harmless from 141 losses, damages, costs, claims and expenses of any nature, including attorneys' fees at all levels, and from 142 liability to any person, arising from the conduct of any and all inspections or any work authorized by Buyer. Buyer 143 will not engage in any activity that could result in a mechanic's lien being filed against the Property without 144 Seller's prior written consent. In the event this transaction does not close, (1) Buyer will repair all damages to the Buyer ( ) and Seller CC -5 Rev. 9/17 NO, A( ) acknowledge receipt of a copy of this page, which is Page 3 of 8 Pages. ©2017 Florida Realtors® 145 Property resulting from the Inspections and return the Property to the condition it was in prior to conduct of the 146 Inspections, and (2) Buyer will, at Buyer's expense release to Seller all reports and other work generated as a 147 result of the Inspections. Should Buyer deliver timely notice that the Property is not acceptable, Seller agrees that 148 Buyer's deposit will be immediately returned to Buyer and the Contract terminated. 149 (c) Walk-through Inspection: Buyer may, on the day prior to closing or any other time mutually agreeable to the 150 parties, conduct a final "walk-through" inspection of the Property to determine compliance with this paragraph and 151 to ensure that all Property is on the premises. 152 8. OPERATION OF PROPERTY DURING CONTRACT PERIOD: Seller will continue to operate the Property and any 153 business conducted on the Property in the manner operated prior to Contract and will take no action that would 154 adversely impact the Property after closing, as to tenants, lenders or business, if any. Any changes, such as renting 155 vacant space, that materially affect the Property or Buyer's intended use of the Property will be permitted X only with 156 Buyer's consent 0 without Buyer's consent. 157 9. CLOSING PROCEDURE: Unless otherwise agreed or stated herein, closing procedure shall be in accordance with 158 the norms where the Property is located. 159 (a) Possession and Occupancy: Seller will deliver possession and occupancy of the Property to Buyer at 160 closing. Seller will provide keys, remote controls, and any security/access codes necessary to operate all locks, 161 mailboxes, and security systems. 162 (b) Costs: Buyer will pay Buyer's attorneys' fees, taxes and recording fees on notes, mortgages and financing 163 statements and recording fees for the deed. Seller will pay Seller's attorneys' fees, taxes on the deed and 164 recording fees for documents needed to cure title defects. If Seller is obligated to discharge any encumbrance at or 165 prior to closing and fails to do so, Buyer may use purchase proceeds to satisfy the encumbrances. 166 (c) Documents: Seller will provide the deed; bill of sale; mechanic's lien affidavit; originals of those assignable 167 service and maintenance contracts that will be assumed by Buyer after the Closing Date and letters to each 168 service contractor from Seller advising each of them of the sale of the Property and, if applicable, the transfer of its 169 contract, and any assignable warranties or guarantees received or held by Seller from any manufacturer, 170 contractor, subcontractor, or material supplier in connection with the Property; current copies of the condominium 171 documents, if applicable; assignments of leases, updated rent roll; tenant and lender estoppels letters (if 172 applicable); tenant subordination, non -disturbance and attornment agreements (SNDAs) required by the Buyer or 173 Buyer's lender; assignments of permits and licenses; corrective instruments; and letters notifying tenants of the 174 change in ownership/rental agent. If any tenant refuses to execute an estoppels letter, Seller, if requested by the 175 Buyer in writing, will certify that information regarding the tenant's lease is correct. If Seller is an entity, Seller will 176 deliver a resolution of its governing authority authorizing the sale and delivery of the deed and certification by the 177 appropriate party certifying the resolution and setting forth facts showing the conveyance conforms to the 178 requirements of local law. Seller will transfer security deposits to Buyer. Buyer will provide the closing statement, 179 mortgages and notes, security agreements, and financing statements. 180 (d) Taxes and Prorations: Real estate taxes, personal property taxes on any tangible personal property, bond 181 payments assumed by Buyer, interest, rents (based on actual collected rents), association dues, insurance 182 premiums acceptable to Buyer, and operating expenses will be prorated through the day before closing. If the 183 amount of taxes for the current year cannot be ascertained, rates for the previous year will be used with due 184 allowance being made for improvements and exemptions. Any tax proration based on an estimate will, at request 185 of either party, be readjusted upon receipt of current year's tax bill; this provision will survive closing. 186 (e) Special Assessment Liens: Certified, confirmed, and ratified special assessment liens as of the Closing Date 187 will be paid by Seller. If a certified, confirmed, and ratified special assessment is payable in installments, Seller will 188 pay all installments due and payable on or before the Closing Date, with any installment for any period extending 189 beyond the Closing Date prorated, and Buyer will assume all installments that become due and payable after the 190 Closing Date. Buyer will be responsible for all assessments of any kind which become due and owing after Closing 191 Date, unless an improvement is substantially completed as of Closing Date. If an improvement is substantially 192 completed as of the Closing Date but has not resulted in a lien before closing, Seller will pay the amount of the last 193 estimate of the assessment. This subsection applies to special assessment liens imposed by a public body and 194 does not apply to condominium association special assessments. 195 (t) Foreign Investment in Real Property Tax Act (FIRPTA): If Seller is a "foreign person" as defined by FIRPTA, 196 Seller and Buyer agree to comply with Section 1445 of the Internal Revenue Code. Seller and Buyer will 197 complete, execute, and deliver as directed any instrument, affidavit, or statement reasonably necessary to comply Buyer (J4?) () and Seller (Tie) ( ) acknowledge receipt of a copy of this page, which is Page 4 of 8 Pages. CC -5 Rev. 9/17 ©2017 Florida Realtors® 251 17. DISCLOSURES: 252 (a) Commercial Real Estate Sales Commission Lien Act: The Florida Commercial Real Estate Sales 253 Commission Lien Act provides that a broker has a lien upon the owner's net proceeds from the sale of 254 commercial real estate for any commission earned by the broker under a brokerage agreement. The lien upon the 255 owner's net proceeds is a lien upon personal property which attaches to the owner's net proceeds and does not 256 attach to any interest in real property. This lien right cannot be waived before the commission is earned. 257 (b) Special Assessment Liens Imposed by Public Body: The Property may be subject to unpaid special 258 assessment lien(s) imposed by a public body. (A public body includes a Community Development District.) Such 259 liens, if any, shall be paid as set forth in Paragraph 9(e). 260 (c) Radon Gas: Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in 261 sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radon that 262 exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon 263 and radon testing may be obtained from your county public health unit. 264 (d) Energy -Efficiency Rating Information: Buyer acknowledges receipt of the information brochure required by 265 Section 553.996, Florida Statutes. 266 18. RISK OF LOSS: 267 (a) If, after the Effective Date and before dosing, the Property is damaged by fire or other casualty, Seller will 268 bear the risk of loss and Buyer may cancel this Contract without liability and the deposit(s) will be returned to 269 Buyer. Alternatively, Buyer will have the option of purchasing the Property at the agreed upon purchase price and 270 Seller will credit the deductible, if any and transfer to Buyer at closing any insurance proceeds, or Seller's claim 271 to any insurance proceeds payable for the damage. Seller will cooperate with and assist Buyer in collecting any 272 such proceeds. Seller shall not settle any insurance claim for damage caused by casualty without the consent of 273 the Buyer. 274 (b) If, after the Effective Date and before closing, any part of the Property is taken in condemnation or under the 275 right of eminent domain, or proceedings for such taking will be pending or threatened, Buyer may cancel this 276 Contract without liability and the deposit(s) will be returned to Buyer. Alternatively, Buyer will have the option of 277 purchasing what is left of the Property at the agreed upon purchase price and Seller will transfer to the Buyer at 278 closing the proceeds of any award, or Seller's claim to any award payable for the taking. Seller will cooperate 279 with and assist Buyer in collecting any such award. 280 19. ASSIGNABILITY; PERSONS BOUND: This Contract may be assigned to a related entity, and otherwise X is not 281 assignable 0 is assignable. If this Contract may be assigned, Buyer shall deliver a copy of the assignment agreement 282 to the Seller at least 5 days prior to Closing. The terms "Buyer," "Seller" and "Broker" may be singular or plural. This 283 Contract is binding upon Buyer, Seller and their heirs, personal representatives, successors and assigns (if 284 assignment is permitted). 285 20. MISCELLANEOUS: The terms of this Contract constitute the entire agreement between Buyer and Seller. 286 Modifications of this Contract will not be binding unless in writing, signed and delivered by the party to be bound. 287 Signatures, initials, documents referenced in this Contract, counterparts and written modifications communicated 288 electronically or on paper will be acceptable for all purposes, including delivery, and will be binding. Handwritten or 289 typewritten terms inserted in or attached to this Contract prevail over preprinted terms. If any provision of this Contract 290 is or becomes invalid or unenforceable, all remaining provisions will continue to be fully effective. This Contract will be 291 construed under Florida law and will not be recorded in any public records. 292 21. BROKERS: Neither Seller nor Buyer has used the services of, or for any other reason owes compensation to, a 293 licensed real estate Broker other than: 294 (a) Seller's Broker: MIXON REAL ESTATE GROUP, LLC -6% 5% LORI MIXON 295 (Company 2ND(Licensee) ST OKEE, FL 34974 (Address, Telephone, Fax, E-mail) 296 who ❑ is a single agent jgj is a transaction broker ❑ has no brokerage relationship and who will be compensated_ by 297 ® Seller ❑ Buyer 0 both parties pursuant to ❑ a listing agreement ❑ other (specify) 298 299 300 (b) Buyer's Broker: MIXON REAL ESTATE GROUP, LLC LORI MIXON (Company Name) (Licensee) 301 1306 SW 2ND ST OKEE, FL 34974 (Address, Telephone, Fax, E-mail) Buyer ( ) ( ) and Seller t'" ) ( ) acknowledge receipt of a copy of this page, which is Page 6 of 8 Pages. ©2017 Florida Realtors® CC -5 Rev. 9/17 198 with the. FIRPTA requirements, including delivery of their respective federal taxpayer identification numbers or 199 Social Security Numbers to the closing agent. If Buyer does not pay sufficient cash at closing to meet the 200 withholding requirement, Seller will deliver to Buyer at closing the additional cash necessary to satisfy the 201 requirement. 202 10. ESCROW AGENT: Seller and Buyer authorize Escrow Agent or Closing Agent (collectively "Agent") to receive, 203 deposit, and hold funds and other property in escrow and, subject to collection, disburse them in accordance with the 204 terms of this Contract. The parties agree that Agent will not be liable to any person for misdelivery of escrowed items to 205 Seller or Buyer, unless the misdelivery is due to Agent's willful breach of this Contract or gross negligence. If Agent 206 has doubt as to Agent's duties or obligations under this Contract, Agent may, at Agent's option, (a) hold the escrowed 207 items until the parties mutually agree to its disbursement or until a court of competent jurisdiction or arbitrator 200 determines the rights of the parties or (b) deposit the escrowed items with the clerk of the court having jurisdiction over 209 the matter and file an action in interpleader. Upon notifying the parties of such action, Agent will be released from all 210 liability except for the duty to account for items previously delivered out of escrow. If Agent is a licensed real estate 211 broker, Agent will comply with Chapter 475, Florida Statutes. In any suit in which Agent interpleads the escrowed items 212 or is made a party because of acting as Agent hereunder, Agent will recover reasonable attorney's fees and costs 213 incurred, with these amounts to be paid from and out of the escrowed items and charged and awarded as court costs 214 in favor of the prevailing party. 215 11. CURE PERIOD: Prior to any claim for default being made, a party will have an opportunity to cure any alleged 216 default. If a party fails to comply with any provision of this Contract, the other party will deliver written notice to the non - 217 complying party specifying the non-compliance. The non -complying party will have days (5 days if left blank) after 218 delivery of such notice to cure the non-compliance. Notice and cure shall not apply to failure to close. 219 12. FORCE MAJEURE: Buyer or Seller shall not be required to perform any obligation under this Contract or be liable 220 to each other for damages so long as performance or non-performance of the obligation, or the availability of services, 221 insurance, or required approvals essential to Closing, is disrupted, delayed, caused or prevented by Force Majeure. 222 "Force Majeure" means: hurricanes, floods, extreme weather, earthquakes, fire, or other acts of God, unusual 223 transportation delays, or wars, insurrections, or acts of terrorism, which, by exercise of reasonable diligent effort, the 224 non-performing party is unable in whole or in part to prevent or overcome. All time periods, including Closing Date, will 225 be extended a reasonable time up to 7 days after the Force Majeure no longer prevents performance under this 226 Contract, provided, however, if such Force Majeure continues to prevent performance under this Contract more than 227 30 days beyond Closing Date, then either party may terminate this Contract by delivering written notice to the other 228 and the Deposit shall be refunded to Buyer, thereby releasing Buyer and Seller from all further obligations under this Contract. 229 13. RETURN OF DEPOSIT: Unless otherwise specified in the Contract, in the event any condition of this Contract is 230 not met and Buyer has timely given any required notice regarding the condition having not been met, Buyer's deposit 231 will be returned in accordance with applicable Florida Laws and regulations. 232 14. DEFAULT: 233 (a) In the event the sale is not closed due to any default or failure on the part of Seller other than failure to make 234 the title marketable after diligent effort, Buyer may elect to receive return of Buyer's deposit without thereby 235 waiving any action for damages resulting from Seller's breach and may seek to recover such damages or seek 236 specific performance. If Buyer elects a deposit refund, Seller may be liable to Broker for the full amount of the 237 brokerage fee. 238 (b) In the event the sale is not closed due to any default or failure on the part of Buyer, Seller may either (1) 239 retain all deposit(s) paid or agreed to be paid by Buyer as agreed upon liquidated damages, consideration for the 240 execution of this Contract, and in full settlement of any claims, upon which this Contract will terminate or (2) seek 241 specific performance. If Buyer fails to timely place a deposit as required by this Contract, Seller may either (1) 242 terminate the Contract and seek the remedy outlined in this subparagraph or (2) proceed with the Contract without 243 waiving any remedy for Buyer's default. 244 15, ATTORNEY'S FEES AND COSTS: In any claim or controversy arising out of or relating to this Contract, the 245 prevailing party, which for purposes of this provision will include Buyer, Seller and Broker, will be awarded reasonable 246 attorneys' fees, costs, and expenses. 247 16. NOTICES: All notices will be in writing and may be delivered by mail, overnight courier, personal delivery, or 248 electronic means. Parties agree to send all notices to addresses specified on the signature page(s). Any notice, 249 document, or item given by or delivered to an attorney or real estate licensee (including a transaction broker) 250 representing a party will be as effective as if given by or delivered to that party. Buyer ( f) ( ) and Seller V%) ( ) acknowledge receipt of a copy of this page, which is Page 5 of 8 Pages. ©2017 Florida Realtors® CC -5 Rev. 9/17 302 who ❑ is a single agent X is a transaction broker ❑ has no brokerage relationship and who will be compensated by 303 X Seller's Broker ❑ Selier ❑ Buyer ❑ both parties pursuant to ❑ an MLS offer of compensation ❑ other (specify) 304 305 (collectively referred to as "Broker") in connection with any act relating to the Property, including but not limited to 306 inquiries, introductions, consultations, and negotiations resulting in this transaction. Seller and Buyer agree to 307 indemnify and hold Broker harmless from and against losses, damages, costs and expenses of any kind, including 308 reasonable attorneys' fees at all levels, and from liability to any person, arising from (1) compensation claimed which is 309 inconsistent with the representation in this Paragraph, (2) enforcement action to collect a brokerage fee pursuant to 310 Paragraph 10, (3) any duty accepted by Broker at the request of Seller or Buyer, which is beyond the scope of 311 services regulated by Chapter 475, Florida Statutes, as amended, or (4) recommendations of or services provided and 312 expenses incurred by any third party whom Broker refers, recommends, or retains for or on behalf of Seller or Buyer. 313 22. OPTIONAL CLAUSES: (Check 314 this Contract): 315 ❑ Arbitration 316 ❑ Section 1031 Exchange 317 ❑ Property Inspection and Repair 318 ❑ Seller Representations 319 23. ADDITIONAL TERMS: 320 321 32MORTGAGE NOTE 323 7%*JONTEREST, 30 YEAR AMORTIZATION, MONTHLY PAYMENTS OF $1000 WITH A THREE YEAR BALLOON PA131$fhtr. 324 MORTGAGE TO BE SECURED BY PROPERTY. 325 326 BUYER RESPONSIBLE FOR PROPERTY TAXES WITH MORTGAGOR/ ATTORNEY INCLUDED FOR NOTIFICATION SELLER FINANCING TERMS: if any of the follovving clauses are applicable and are attached as an addendum to ❑ Seller Warranty ❑ Existing Mortgage ❑ Coastal Construction Control Line ❑ Buyer's Attorney Approval ❑ Flood Area Hazard Zone DC7 Seller's Attorney Approval ❑ Seller Financing ❑ Other C� rm6 /a/i T1 17/ 327 PURPOSES ONLY. 328 329 PROPERTY TO BE INSURED WITH MORTGAGOR/ ATTORNEY ON THE POLICY FOR NOTIFICATION PURPOSES ONLY. 330 331 332 333 NO PREPAYMENT PENALTY. LOSING AT OKEE TANTIE TITLE Buyer 335 BUYER AND SELLER AGREE THAT SELLER WILL PAY DOC STAMPS, TITLE WORK, TITLE INSURANCE AND CLOSII 336 338 339 340 341 1 ,�, SION, SELLER WILL HAVE UP TO 60 DAYS TO REMOVE ABSTRACTS AND PERSONAL FURNITURE. 342 THIS IS INTENDED TO BE A LEGALLY BINDING CONTRACT. IF NOT FULLY UNDERSTOOD, SEEK THE 343 ADVICE OF AN ATTORNEY PRIOR TO SIGNING. BROKER ADVISES BUYER AND SELLER TO VERIFY ALL 344 FACTS AND REPRESENTATIONS THAT ARE IMPORTANT TO THEM AND TO CONSULT AN APPROPRIATE 345 PROFESSIONAL FOR LEGAL ADVICE (FOR EXAMPLE, INTERPRETING CONTRACTS, DETERMINING THE 346 EFFECT OF LAWS ON THE PROPERTY AND TRANSACTION, STATUS OF TITLE, FOREIGN INVESTOR 347 REPORTING REQUIREMENTS, ETC ) AND FOR TAX, PROPERTY CONDITION, ENVIRONMENTAL AND OTHER Buyer y[ ) ( ) and Seller CC-5Rev. 9/17 �.7 )( acknowledge receipt of a copy of this page, which is Page 7 of 8 Pages. ©2017 Florida Realtors® 348 ADVICE. BUYER ACKNOWLEDGES THAT BROKER DOES NOT OCCUPY THE PROPERTY AND THAT ALL 349 REPRESENTATIONS (ORAL, WRITTEN OR OTHERWISE) BY BROKER ARE BASED ON SELLER 350 REPRESENTATIONS OR PUBLIC RECORDS UNLESS BROKER INDICATES PERSONAL VERIFICATION OF 351 THE REPRESENTATION. BUYER AGREES TO RELY SOLELY ON SELLER, PROFESSIONAL INSPECTORS AND 352 GOVERNMENTAL AGENCIES FOR VERIFICATION OF THE PROPERTY CONDITION, SQUARE FOOTAGE AND 353 FACTS THAT MATERIALLY AFFECT PROPERTY VALUE. 354 Each person signing this Contract on behalf of a party that is a business entity represents and warrants to the other 355 party that such signatory has full power and authority to enter into and perform this Contract in accordance with its 356 terms and each person executing this Contract and other documents on behalf of such party has been duly authorized 357 to do so. 358 / (Sign tu e of B 'yer Date: Nov 20, 2018 359 JMASS MGMT LLC Tax ID No.: (Typed or Printed Name of Buyer) 360 Title: Telephone: 361 Date: (Signature of Buyer 362 ST>4QeNO ' ' (Typed or Printed Name of Buyer) 363 Title: Telephone: 364 Buyer's Address for purpose of notice 365 Facsimile: Email: 366 Joh ..7Luv,H, Date: Nov 26, 2018 (Signature of Seller) 0 367 R H BARBER (ESTATE) Tax ID No.: (Typed or Printed Name of Seller) 368 Title: Telephone: 369 JoLem, d en Date: Nov 30, 2018 (Signature of Seller) 370 Tax ID No.: (Typed or Printed Name of Seller) 371 Title: Telephone: 372 Seller's Address for purpose of notice: 373 Facsimile: Email: The Florida Association of REALTORS' makes no representation as to the legal validity or adequacy of any provision of this form in any specific transaction. This standardized form should not be used in complex transactions or with extensive riders or additions. This form is available for use by the entire real estate industry and is not intended to identify the user as a REALTOR°. REALTOR° is a registered collective membership mark which may be used only by real estate licensees who are members of the NATIONAL ASSOCIATION OF REALTORS° and who subscribe to its Code of Ethics. The copyright laws of the United States (17 U.S. Code) forbid the unauthorized reproduction of this form by any means including facsimile or Buyer ( _) ( ) and Seller ( ) acknowledge receipt of a copy of this page, which is Page 8 of 8 Pages. CC -5 Rev. 9/17 ©2017 Florida Realtors® Documents Stamps paid in the amount of $ 545,00 Class C lulangt !e lase paid in the amount of $ Sharon Hu:,r;t cr , Clerk of Circuit Court Okacrch 4, a lf BY: Date: ,3 - o?pi- 0000 Pucci ro Number. 3-15-37-35-0010-01560-.0050 Grimes t1 11N Warranty Deed This Indenture, Made this„1/'day of MARTHA G. CONELY and HA SUE VENSEL, of the County of Okeechobee R.H. BARBER, a married man, n436 PA6E0372 March, 20 0 0 A.D. , Between swept Florida , grantors, .na whaenddrenic207 N.W. Second Street, Okeechobee, Florida 34972 of the County of Okeechobee , state or Florida ,grantee. Witnesseth that the GRANTORS, (or and in condderatior, of the rum of TEN & NO/100($10.00) DOLLARS, and other good and v.Iuable consideration to GRANTORS in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, have granted, bargained and soM to the said ORANIEB and RANIEEPS heirs and assigns forever, the following described Land, situate, lying and being Inthe County of Okeechobee stalest Florida towio Lot 5, Block 156, OKEECHOBEE, according to the plat thereof recorded in Plat Book 5, Page 5, public records of Okeechobee County, Florida. The property herein conveyed does not constitute the homestead property of Grantors. THIS INSTRUMENT WAS PREPARED FROM INFORMATION PROVIDED BY THE PARTIES. MARKETABILITY OF TITLE IS NOT GUARANTEED NOR ACCURACY OF THE DESCRIPTION, AS TITLE WAS NOT EXAMINED. SUBJECT to restrictions, reservations and easements of record, if any, which are not reimposed hereby, and taxes subsequent to December 31st, 1999. 335207 FILL. fl f f1R HI LORD OKE E i i;l L CO. FL. 00N"^2" .,UN CLEk� _ C( and the Fenton do hereby fully warrant the title to said landand will defend the same against lawful chime of all peaces whomsoever. In Witness Whereof, the grantors have ben :unto set their hands and seals the day and year tint above written. Slga seal and delivered in opresence: Printed Name: EVII Wit ess as to Both y1 Pri Wi 01.1 RTT •s to H.th STATE OF FLORIDA COUNTY OF OKEECHOBEE The foregoing Instrument wwa acknowledged before me till' MARTHA G. CONELY and MARTHA SUE MARTHA G. C9NELY (Seal) P.O. Address 2002 South Parrott Ave. Okeechobee, FL 34974 .J atTht Oa,k. 0)444 L • MARTHA SUE VENSEL (Seal) P.O. Address 2002 South Parrott Ave., Okeechobee, FL 34974 who arc personally known to me or who have produced their Florida lots Document Prepared By: TON W. LONELY, III LONELY A COMELY, PA. POST OFFICE DRAWER OREBCHOBBB, FL 34973. EVA MAE CONELY MY COMMISSION / CC a8451 EXPIRES: December 12. 2003 Woo Thu Nobly Pit* trilrrAtill day of March, 2000 by driver's licenses u tion. Printed Name: NOTARY PUBLIC My Commission Esplres: (wi) 76;tvt7 Pus FLw61 12/5/2018 Detail by Entity Name DIVISION OF CORPORATIONS ;-i L)i !:;frJ'+ rI ,��J.org C D,i riJ A'��l�� L (111 ?'(f i„l ;r!!jv o f i .!,#ri:ln ;:i b..! = Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company JMASS MGMT, LLC Filing Information Document Number L14000152376 FEI/EIN Number 47-1957997 Date Filed 09/30/2014 Effective Date 09/30/2014 State FL Status ACTIVE Principal Address 180 NW 3RD AVENUE SUITE A OKEECHOBEE, FL 34972 Mailing Address 180 NW 3RD AVENUE SUITE A OKEECHOBEE, FL 34972 Registered Agent Name & Address FADLEY, JEFFREY A 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 Authorized Person(s) Detail Name & Address Title MGR FADLEY, JEFFREY A 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 Title AMBR FADLEY, MAGGIE 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=J MASSMG.. 1/2 12/5/2018 Detail by Entity Name Annual Reports Report Year Filed Date 2016 04/19/2016 2017 03/13/2017 2018 02/25/2018 Document Images 02/25/2018 — ANNUAL REPORT 03/13/2017 — ANNUAL REPORT 04/19/2016 — ANNUAL REPORT 02/19/2015 -- ANNUAL REPORT View image in PDF format View image in PDF format l View image in PDF format View image in PDF format J 09/30/2014 — Florida Limited Liability View image in PDF format J http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=1 nitial&search NameOrder=JMASSMG... 2/2 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, JMass Management LLC. (insert name(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: Parcel ID# 3-15-37-35-0010-01560-0060 (Lot 6, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida) (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: Property located on SEC of NW 2nd Street and NW 3rd Ave. The Alley located on the south property line for lot 6, Block 156, City of Okeechobee, Plat 13ook 5, Page 5, Public Records of Okeechobee County, Florida (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com (inftrmatio/) Sig fi -tu' e o f PropertyO)ier Pin ec) Waffle' STATE OF COUNTY OF Signature of Property Owner Printed Name The foregoing instrument was acknowledged before me this Dfferrber 2 201 (date) by u'frre\( A, a0l\e `I who is personally known to me or who produced OC I(WICt l`, KvinAA4 as identification and who did (did not) take oath. (Seal) Notary Public State of Florida Cayla S McDugald My Commission GG 252620 Expires 08/26/2022 ffa ‘a,( (Notary Isublic signature) Commission No. C-iC-12S 2_(a 20 (Name of Notary typed, printed or stamped) PREPARED BY AND RETURN TO: Jeffrey A. Fadley, Esquire 180 NW 3"' Avenue, Suite A Okeechobee, FL 34972 1111111111111111111111 IIII 11111 1111 1111 FILE HUM 2018006462 OR BY, 807 PG 1042 SHARON ROBERTSON, CLERK & COMPTROLLER OKEECHOBEE COUNTY, FLORIDA RECORDED 05/17/2018 08:33:21 AM AMT $10.00 RECORDING FEES $18.50 DEED DOC 40.70 RECORDED BY F Conner Pss 1042 - 1043; (2 pss) (Space Above This Line For Recording Data) QUITCLAIM DEED THIS INDENTURE made this 1st day of February, 2018, between JEFFREY FADLEY, first party whose address is: 510 SE Ste Avenue, Okeechobee, Florida 34974 and MARGARET FADLEY, first party whose address is 510 SE 8th Avenue, Okeechobee, Florida 34974 and JMASS MGMT, LLC, second party whose address is: 180 NW 3"d Avenue, Suite A, Okeechobee, Florida 34972. WITNESSETH: That said first party, for and in consideration of ten dollars ($10.00), and other good and valuable consideration to said first party in hand paid by said second party, the receipt whereof is hereby acknowledged, does hereby release, remise, and quitclaim unto the said second party, and second party's heirs, successors and assigns forever, all of first party's interest in thellowing described land, situate, lying and being in Okeechobee County, Florida, to wit: Parcel No.: 3 -15 -37 -35 -0010 -01560 - Site Address: 180 NW 3' Avenue, Okeechobee, Florida 34972 Lot 6 of Block 156, Okeechobee, according to the plat thereof recorded in Plat Book2, Page 17, Public Records of St. Lucie County, Florida, a copy of said plat being also recorded in Plat Book 1, Public Records of Okeechobee, Florida. Subject to restrictions, reservations and easements of record, if any. TO HAVE AND TO HOLD first party's interest in the aforementioned premises unto the second party, their heirs, and assigns forever. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Book807/Page1042 CFN#2018006462 Page 1 of 2 written. IN WITNESS WHEREOF, first party has hereunto set first party's hand and seal the day and year first above Signed, sealed and delivered in our presence: witnnatu -VlrtS1-(11hrl5 Witness - Printed Name W)ne - Signa otoniq a c( e(e Witness - Printed Name STATE OF FLORIDA COUNTY OF OKEECHOBEE I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared JEFFREY A. FADLEY, who produced a Florida Driver's License as identification and who executed the foregoing instrument and acknowledged before me the execution of same this lsc day of February, 2018. r�" NolarY Public SWM a Florid. c; �' Chtia*Wn Mico a Johns { yci My Commission GO 019282 ; Evian o>!/Ob/z020 ti �4I G11�.�4 1:► .34100 e4vi .4. kg 1541• Witness - Printed Name 411*- WOW ItIMPAITFAW W ess - Sig KQsar V .' A-e(e Witness - Printed Name STATE OF FLORIDA COUNTY OF OKEECHOBEE I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared MARGARET FADLEY, who produced a Florida Driver's License as identification and who executed the foregoing instrument and acknowledged before me the execution of same this 1'c day of February, 2018. Book807/Page1043 CFN#2018006462 Page 2 of 2 1/7/2019 Okeechobee County Property Appraiser updated: 1/4/2019 Parcel: 3-15-37-35-0010-01560-0060 «Next Lower Parcel Next Higher Parcel Owner & Property Info D_SearchResults 2018 Certified Values Parcel List Generator Retrieve Tax Record Property Card Owner's Name JMASS MGMT LLC Site Address 180 NW 3RD AVE, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOT 6 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. w Land Area 0.162 ACRES S/T/R 15-37-35 Neighborhood 518655.00 Tax District 5o DOR Use Code PROFESS SV (001900) Market Area 510 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $27,622.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (1) $113,940.00 XFOB Value cnt: (4) $2,166.00 Total Appraised Value $143,728.00 Sales History 2018 TRIM (pdf) Interactive GIS Map I Print Search Result: 1 of 5 GIS Aerial Next » 37 74 111 148 185 222 259:;{t 2018 Certified Values Just Value $143,728.00 Class Value moo Assessed Value $143,728.00 Exempt Value $0.o0 Total Taxable Value $143,728.00' Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlrnp Sale Quai Sale RCode (Code List) Sale Price 2/1/2018 807/1042 QC I U 11 $100.00 6/28/2013 732/1401 WD I Q 01 $199,000.00 2/1/1990 312/507 WD I U 03 $100.00 5/1/1978 217/235 WD V Q $9,000.00', 5/1/1978 217/233 WD V Q $4,000.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Blt Base S.F. Total S.F. Bldg Value Show Sketch 1 OFFICE (004900) 1979 4007 4183 $113,940.00 *Bldg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) ASPH 2 COM SLB WL 1980 $1,545.00 0002400.000 0 x 0 x 0 PD (025.00) WAL4 C 5'CBS 2SID 1980 $413.00 0000040.000 0 x 0 x 0 PD (050.00) LNI1 LGHT INCD 2000 $90.00 0000001.000 0 x 0 x 0 PD (075.00) CONC B COM SLB WL 2005 $118.00 0000072.000 0 x 0 x 0 PD (070.00) Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP6 SIDE STREE (MKT) 0000050.000 FF - (0000000.162AC) 1.00/1.00/1.00/1.00 $552.44 $27,622.00 Okeechobee County Property Appraiser http://okeechobeepa.com/G1Syl/ updated: 1/4/2019 1/2 This Document Prepared By and Return to: David Conlon 1201 S Parrott Ave Okeechobee, F1 34974 ParcellDNumber: R 3-15-37-35-0010-01560-0060 Warranty Deed This Indenture, Madethis 28th dayof June David M. Conlon and Rose M. Conlon, his wife 1111111111111111111111111111111111111111 FILE NUM 2013006487 OR Bk 00732 PG 1 401 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY) FLORIDA RECORDED 06/28/2013 02:07:38 PM AMT 199,000.00 RECORDING FEES $10.00 DEED DOC $1,393.00 RECORDED BY M Pinon F'9 1401; (1139) , 2013 A.D. , Between of the County of Okeechobee , State of Florida Jeffrey Fadley and Margaret Fadley, his wife whose address is: 510 SE 8th Avenue, Okeechobee, FL 34974 , grantors, and of the County of Okeechobee , State of Florida , grantees. Witnesseth that the GRANTORS, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEES and GRANTEES' heirs, successors and assigns forever, the following described land, situate, lying and being in the County of Okeechobee State of Florida to wit: Lot 6 of Block 156, Okeechobee, according to the plat thereof recorderd in Plat Book2 , Page 17, Public Records of St. Lucie County, Florida, a copy of said plat being also recorded in Plat Book 1, Public Records of Okeechobee, Florida. Subject to restrictions, reservations and easements of record, if any, and taxes subsequent to December 31 2012. and the grantors do hereby fully warrant the title W said land, and will defend the same against lawful claims of all persons whomsoever. In Witness Whereof, the grantors have hereunto set their hands and seals the day and year first albve written. Signed, sealed and ydelivered in our presence: Print: +`D Printe Witne v� M. Conlon s: 1201 S Parrott Avenue, Okeechgbee, FL 34974 e M.Gbnon P.O. •dress:1201 S rrott Avenue, Okeechobee, FL 34974 STATE OF Florida COUNTY OF Okeechobee The foregoing instrument was acknowledged before me this 28th day of June David M. Conlon and Rose M. Conlon, his wife who are personally known to me or who have produced their Florida drive dik license as identification. 7411 NEW 2013A Pr No My nt ary ommissio Name: lie Expires: (Seal) (Seal) , 2013 by Luer Generated by C Duplay Syurenu, Inc., 2013 (863) 763- 335 Form FLWD-I Book732/Page1401 CFN#2013006487 `"'`'�fff JENNIFER R. MCDONALD MY COMMISSION NFF010736 EXPIRES May 20.2017 (407) 3444153 Fto,tdallotaiys.MCa.com Page 1 of 1 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, TBD �� J'�v� fii./7,itie,"41 (insert name(s) of the owner(s) name, persc`n(s) who is signing the letter of consent) own the following property: 3 "f5 37- �j< D0YO .OiSGOo O 37- 3 Ocvo - )/1 0 - 00 (insert the legal description of the property) (Parcel 2, Lots 7, 8, 9, & 10) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or Street described below: NEC of Park Street & 3rd Ave Okeechobee, FL 34972 (North of Parcel 2, Lots 7, 8, 9, & 10) Insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com information) Signattl e of roperty Owner ste L=1 `, .07 %l Signature of Property Owner Printed Name f Printed Name STATE OF FL COUNTY OF eahrraeach1 14-1 e fi n 2? The foregoing instrument was acknowledged before me this Nk`?,/e( (r 51aor , (date) by 1-e L! who is Ersonally known to me or who produced as identification and who did (did not) take oath. (Seal) 11nA A114CA" -) Notary Public signature) Commission No. C-) (`) 1 LI dei _ t v-1\ V 'n -)on (Name o Notary typed, printed or stamped) A =;'L VINSON N:±:a.y 0.:101'r - State of Florida l OTT:Ss:on ; GG 143942 !! v Carni, Esa;re s Sep 17, 2021 i'•' ",• ••\!!;cralNcp;yAssn. 12/5/2018 Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0070 «Next Lower Parcel 1 Next Higher Parcel » I Owner & Property Info u_earcnrcesuits IParcel List Generator Owner's Name JMASS MGMT LLC Site Address 210 NW PARK ST, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOTS 7 & 8 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.325 ACRES S/T/R 15-37-35 Neighborhood 518640.00 Tax District 50 DOR Use Code OFFCE BLD (001800) Market Area 570 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $82,650.00 Ag Land Value cnt: (0) moo Building Value cnt: (1) $205,228.00 XFOB Value cnt: (5) $13,328.00 Total Appraised Value $301,206.00 Sales History 2018 Certified Values Retrieve Tax Record 2018 TRIM (pdf) « Prev GIS Aerial Property Card Interactive GIS Map Search Result: 3 of 31 Print Next» • L' r E 42 84 128 168 210 252. 294 ft. 2018 Certified Values Just Value $301,206.00 Class Value $0.00 Assessed Value $301,206.00 Exempt Value $0.00 Total Taxable Value $301,206.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode (Code List) Sale Price 10/17/2014 752/395 WD I Q 05 (Multi -Parcel Sale) - show $575,000.00 2/28/2008 650/276 QC I U 01 $100.00 10/12/1998 412/1521 WD I U 03 $100.00 3/25/1997 389/1162 WD I U 03 $235,000.00 10/10/1996 383/801 CT I U 03 $0.00 5/1/1990 314/686 WD I Q $225,000.00 7/1/1981 243/1825 WD V Q $60,000.00 3/1/1976 188/135 WD V U 03 $0.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Blt Base S.F. Total S.F. Bldg Value Show Sketch 1 NBHD CENTR (003800) 1984 7392 9846 $205,228.00 *Bldg Desc determinations are used by the Property Appraisers office solely fo the purpose of purposes and should not be used for any other purpose. determining a property's Just Value for ad valorem tax Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) CONC F PRK STRM/D 1983 $10,079.00 0005680.000 0 x 0 x 0 PD (065.00) CONC I BUMPERS 1983 $266.00 0000025.000 0 x 0 x 0 PD (075.00) LPI1 LGHT P ICD 2005 $53.00 0000001.000 0 x 0 x 0 PD (025.00) CONC B COM SLB WL 2005 $1,081.00 0000613.000 0 x 0 x 0 PD (075.00) CONC B COM SLB WL 2005 $1,849.00 0001210.000 0 x 0 x 0 PD (065.00) http://okeechobeepa.com/GISvl/ 1/2 Bldg Sketch I Bldg Item I *Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE 12/5/2018 Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0090 « Next Lower Parcel [ Next Higher Parcel »1 Owner & Property Info D_SearchKesults 1 Parcel List Generator I Owner's Name JMASS MGMT LLC Site Address NW PARK ST, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOTS 9 & 10 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.325 ACRES S/T/R 15-37-35 Neighborhood 518640.00 Tax District 50 DOR Use Code VACANT COM (001000) Market Area 570 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $82,650.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $82,650.00 Sales History 2018 Certified Values Retrieve Tax Record 1 Property Card Interactive GIS Map 2018 TRIM (pdf) « Prev GIS Aerial Print Search Result: 3 of 31 Next» lark I LI 42 E4 126 168 210 252 294 ft 2018 Certified Values Just Value $82,650.00 Class Value $0.00 Assessed Value $82,650.00 Exempt Value $0.00 Total Taxable Value $82,650.00 Show Similar Sales within 1/2 mile 1 Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vimp Sale Qual Sale RCode (Code List) Sale Price 10/17/2014 752/395 WD V Q 05 (Multi -Parcel Sale) - show $575,000.00 2/28/2008 650/276 QC V U 01 $100.00 10/12/1998 412/1526 WD V U 03 $100.00 3/1/1990 393/1502 PB V U $0.00 5/1/1986 393/1483 PB V U $0.00 12/5/1978 393/1475 PB V U $0.00 12/1/1978 393/1470 PB V U $0.00 Building Characteristics Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) NONE Land Breakdown Lnd Code 067WP0 Desc HWY 70 W (MKT) Units 0000100.000 FF - (0000000.325AC) Adjustments 1.00/1.00/1.00/1.00 Eff Rate $826.50 Lnd Value $82,650.00 Okeechobee County Property Appraiser Prev http://okeechobeepa.com/GISv1/ Search Result: 3 of 31 Next » updated: 11/29/2018 1/2 Prepared by anll retum to: JOHN D. CASSELS, JR. Partner CASSELS & MCCALL 400 NW 2nd Street Okeechobee, FL 34972 863-763-3131 File No.: 8195 1111111111111111111111111111111111111111 FILE NUM 2014009463 OR BK 752 PG 395 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FLORIDA RECORDED 10/17/2014 02:55:29 PM AMT $575,000.00 RECORDING FEES $10.00 DEED DOC $4,025.00 RECORDED BY M Pinon Pg 3951 (1 P9) Parcel Identification No. 3-15-37-35-0010-01560-0070 & 3-15-37-35-0010-01560-0090 [Space Above This Line For Recording Datal Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 17th day of October, 2014 Between PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability company whose post office address is Post Office Box 2030, Okeechobee, FL 34973 of the County of Okeechobee, State of Florida, grantor*, and JMASS MGMT, LLC., a Florida limited liability company whose post office address is 180 NW 3rd Avenue, Suite A, Okeechobee, FL 34972 of the County of Okeechobee, State of Florida, grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County Florida, to -wit: Lots 7, 8, 9, and 10 , Block 156, OKEECHOBEE, according to the plat thereof recorded in Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Subject to restrictions, reservations and easements of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. " "Grantor" and "Grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witnes Name: f,�W /1 Witness'Name: mar I-CnPCu(1 State of Florida County of Okeechobee PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability pany By: LOUIS T. COX, JR., anaging Member By: ANGEliA PINDER COX, Managing Member The foregoing instrument was acknowledged before me this 17th day of October, 2014 by LOUIS T. COX, JR., Managing Member and ANGELA PINDER COX, Managing Member of PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability company, on behalf of the corporation. They [X] are , rsonally known to me or [X] have produced as identification. [Notary Seal] Notary Public state of Florid daPed Kann Ammons My Gommi*sion EE119767 Expires 09x0712015 Book752/Page395 CFN#2014009463 ission Expires: Page 1 of 1 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee n I/We, gi-) 1 (9 V� (insert name(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: -PC,“ C-[ I ` ) 3- 15 "Z1 - 35 - ()C) I O - (Parcel 3, Lots 11 & 12) 015to o - oI (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: NWC of Park Street & 2nd Ave, North of Parcel 3, Lots 11 & 12, Okeechobee, FL, 34972 (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If compa r the Registered Agent or President/Managers Name and attach Sunbiz.com infor na ure of Property Owner iiI)WL L T Printed Name Printed Name Signature of Property Owner STATE OF clukcla COUNTY OF ON' -eChL-Qi The foregoing instrument was acknowledged before me this iTh I 1S (date) by �V1l.i� V -W rOl who is personally known to me or who produced 0., DL.) identification and who did (did not) take oath. 116 (Notary P!•lic signature) (Seal) Notary Public State of F1 .i7 t Christian' t Iico10 Johns My Cc nmi siorl GG 019282 '?a �dP Expires 08,0812020 Commission No. l7 V 1cta?:-A as i ohr (Name of Notary typed, printed or stamped) Okeechobee County Property Appraiser updated: 11/29/2018 Parcel: 3-15-37-35-0010-01560-0110 l«Next Lower Parcel Next Higher Parcel »1 Owner a Property Info U_earcni-esuits 2018 Certified Values IParcel List Generator I I Retrieve Tax Record 11 Property Card I I 2018 TRIM (pdf) I Interactive GIS Map Owner's Name WATFORD DAVID R Site Address 200 NW PARK ST, OKEECHOBEE Mailing Address 200 WN PARK STREET OKEECHOBEE, FL 34972 Description CITY OF OKEECHOBEE LOTS 11 & 12 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.325 ACRES S/T/R 15-37-35 Neighborhood 518640.00 Tax District 50 DOR Use Code SERVICE ST (002600) Market Area 570 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property it Assessment Values Mkt Land Value cnt: (1) $82,650.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (1) $22,177.00 XFOB Value cnt: (4) $1,545.00 Total Appraised Value $106,372.00 Sales History « Prev GIS Aerial Search Result: 3 of 31 Print Next » --m f r - -; Wim:• 84 126 168 210 252 294 f't 42 2018 Certified Values Just Value $106,372.00 Class Value $0.00 Assessed Value $106,372.00 Exempt Value $0.00 Total Taxable Value $106,372.00 Show Similar Sales within 1/2 mile 1 1 Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vimp Sale Qual Sale RCode (Code List) Sale Price 8/8/2001 489/1900 WD I U 03 $60,000.00 10/1/1981 245/415 QC I U 03 $100.00 7/1/1972 142/901 WD I Q 0 x 0 x 0 $35,000.00 Building Characteristics Bldg Sketch Bldg Item 1*Bldg Desc Year Bit Base S.F. Total S.F. Bldg Value Show Sketch 1 SERV STATN (006400) 1953 1232 1616 $22,177.00 *Bldg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features 8: Out Buildings - ( Show Codes ) Code Desc Year Bit Value Units Dims Condition (% Good) AFA W4 MTL FLR MT 1991 $553.00 0000155.000 15 x 11 x 0 PD (025.00) AFA W4 MTL FLR MT 1991 $825.00 0000253.000 23 x 11 x 0 PD (025.00) FENC P 6'1/2"PINE 2003 $77.00 0000054.000 0 x 0 x 0 PD (025.00) LNI1 LGHT INCD 2007 $90.00 0000001.000 0 x 0 x 0 PD (075.00) Land Brea (down Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP0 = HWY 70 W (MKT) 0000100.000 FF - (0000000.325AC) 1.00/1.00/1.00/1.00 $826.50 $82,650.00 Okeechobee County Property Appraiser « Prey 1 Search Result: 3 of 31 http://okeechobeepa.com/GISv1/ Next » updated: 11/29/2018 1/2 ......s. DEED man.7 w SM.. .....,am. 0000.-- -a,.. s.„.... ars Air. This bea._r "Yvon. 1, 'tel `lLt' t.... t/rsse W4 Ts: o, Be -X 3 9 0000.,A tY 4«t FF 3y973 a 1 2993 iI .Inco wttn., YACk w110/,E 116 LIE MR I,14:.; Dar• ,o'439 —1900 Documentary Stamps p m the amount d AD _00 Claw C YrY1feibi. J paid inU amort S �p Pd Circuit Carat Sham - . C -4 Iz-a-apex_ , D.C. a t San lot LIE Iia iBCQ4/G DATA is parrautq peed, Made the gill d,. of , f 3UG US T . fii.. bat a /_. \. . - . , / r : P hereinafter called the Grantor. to 1 'a� 1AVANT % i a � _ wk., pots (Wire address is _ I., BScri� .Iiia i/. V � r. 73 /J /L.i • / hereiaaftercalled the Gr ...am1iYw..- a. Lamar' .0 r I--... r _ems. D. r ,.w. rat ..P...............f *Monk. .-'.—. a. rye r -a•a-� •�••i r 4.m >. .1�.syy� Wittitssetll, Grantor. for ad u coas,.kr tion of the sal. of S �4 t.[t�• eV and ower minable considerations. receipt whereof is hereby ackaarltdged hereby grxutr5. remises. releases. yawners art c snots aro the Grater all than certair land situate u E Corn. State of LOTS 11 IIND /2_ a BLaCk JSC OF 7J*74W 71, MirY cE° /4'RCCllailEE cR /ij� Ruff 9 1�f Dt g/ Q RFCRs dF a10$4au ie tenements. and appreaanees tir,rra belonging or in ay.ise appertaiwiwg_ Ira Paint anboMalb, the same n, fee simple forever_ Inti the Grantor hereby covenants with said grantee riot tit grantor is lawfully seized of said land in fee simple: that the grantor has good right and mwfal mel horny to sell and convey said land and hereby warrants the title to said land and will defend the same avant the laafnl (-Wad of all persons rho.asoerer; and what said land is free of all enc a.bninces, except saxes acrrning satbsearevt so December 31. Pin Witness Whereof, the said Grantor has signed ad sealed these presents the dry ad year first above written. "led sealedand skitjered un the presence of .__ syr.sie . Iwo Gores 770,7a#4 A � .v ira/rw7d Woe.. Siarm..e w P romo, Dos 381176 wee svw<.e r c.o.asr. S▪ TATEOF FAIR/ ia ) courrric OF Q/('rFeliOBEE - ..0 • 3'97'3 RD • FL c.c sem.. ,r..,. 7M7 OEC -2 MI 8 51 5H1201,4 ►: v= !i n'w"`""LLERK OF C:R J T COUn i t,-_. r:_ 1 hereby Certify sic o• rows day. before s, as officer d.ly ..r..n ted 10 adman eat ootks and take ackaowidgmeats_ personally arptirtd know. to tic to be the person_ Jas. nhcd In anal .ho ear,. wed the foregoing I.stramcW. who ac►ooviedged before a that caroted the same. and an oath was ora tarn foilossst type of denttfscaturo 4,, ,Ctrc► sme 1)(Sad personlsl Isar personally known to mat. J Sad prenaris provided ire MITMI ■1'a5E2 ST♦Mr SEK R WATFORD JR. cfiti)DOWLPtiCa M1' c.Ot • CC 902112 EXP ES sup r. tDw 1_J.C1TWI rt wee. 5wo.e 1116.1..... Witness ml hand and offend seal an the County and Stria last afforesaad this day D of 1 . A '-4I . BOHLER ENGINEERING Legal Descriptions LEGAL DESCRIPTION (PARCEL 1) Bohler Engineering FL, LLC 2255 Glades Road, Suite 3115E Boca Raton, FL 33431 PHONE 561.571.0280 LOTS 1 TROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OF PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED in PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM •J.7", 7'7 - , // , .-; • / • ' 1C1722-17 •:Z:3 c---7,1-771`171'-; ....-- ..14...13-.5%:',._ F.::,_.H...r..__:.;'_.1-1 '---. ':,,:21:---r:1,-111.57:27--,_ ..r.771--7---:4-' i 'IT .1 -1,_„.1-'.---:'4,,i-L.-X Fli-i: j:" ____.,-]':!. 21 1::::::-.-•:,-.:17,.!_ r''-j-",I___,::__tl L--1 , , ._, L . 1 , •1 r , k - , r_• '....- t •:,--'''-'' 'i, ..-41- ..---:-_ r-_:..._1-.:1 •LI:',';',:' ;1:1 ,L- .':I'L;_,1 iLi.,,..i.! iT,-,w7,71,-,,,, 1 .• ,L, It i._,t_. i.- _______:- _ .1„,- , .:;:-,_ 1-...i_c•. 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LF - •erc-; ' , "L • •.5 r.;, ; '----' • - . -f ' I ' Ao.,1 ,k,‘• LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, LLC & Christopher Rogers, PE with Bohler Engineering to act on behalf of JMass Management, LLC, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Street & NW 3rd Ave, Okeechobee, FL 34972. STATE OF FLORIDA // COUNTY OF OK$ t cL Cei The foregoing instrument was acknowledged before me this( day of NIwe nioer 2018, by kiP cc-YP k P . Faddc, L\ the , on behalf of the corporation. She is personally known to me or have produced cL, Dk take oath. ,4,0',/$4 Notary Public State of Florida Q , Christian Nicole Johns y, G:•„ My Commission GG 019282 °1.a7vo, Expires 08/08/2020 as identification and ((dic/did not) C hr isfiron.lohn5 Print Name Commission No. Expiration Date: LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, LLC & Christopher Rogers, PE with Bohler Engineering to act on behalf of David R. Watford, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Stree NW 3rd AveOkeechobee, FL 34972. Signature: pa/90/,b to/q %Q me (printed) STATE OF FLRIDA COUNTY OF U KrioQ The foregoing instrument was acknowledged before me this day of II:W , 2018, by ` I )0..V 1 Waf fork the , on behalf of the corporation. ® She is personally known to me or have produced D take oath. P`, Notary Public State of Florida ° Christian Nicole Johns My Commission GG 019282 op A,d'- Expires 08/08/2020 as identification and did not) Yi p IJOhn5 Print Name ^ Commission NoGG 0 g d g Expiration Date: (:)'311 043.6 LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve l.ipofsky, PE with Southeast Investments ILC & Christopher PE with Bohlcr Engineering to act on behalf of 205 N Parrot Ave LL('. in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Street & NW 3rd Ave, Okeechobee, FL 34972. Signature: Name (printed) 141+1? STATE OF FLORIDA COUNTY OF The foregog instru 20 by iI d.42;tz.k_. cknowledged before me thi personally known to me or have produced not) take oath. No. Michelle Brownstein NOTARY PUBLIC STATE OF FLORIDA Ccin FF223837 Expires 4/28/2019 day of the , on behalf of the corporation. Ile/She is as identification and (did/did Notary Public (rt�1leLowAku)aga64" Print Name Commission Comcast Cable 863-763-2824 107 NW 7th Avenue CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form INSTRUCTIONS: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Florida Power & Light f ,p L L Nocn (v 04 S U c F- ci,n S e c. 863-467-3721 or -1-1-4‘ TN‘ S i7 0c., t,/.0 4-- --t--% 1 i c...k-i -$ t -4--A( ),o 863-763-9460 Donna Padgett ` E. 6.,v» -n i�_4 c tire\ 1-1-1---n a. .Cr-1kr (x -4- 1 1-- . 1�3 863-467-3708 L Y1 .\ 0 A ‘1,_a n r r i ,A , LO(c)-v,„8, -1)of\ f\_A- 11\\ Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 407-814-5318 Victoria Buchner victoria.buchner@centurylink.com Authorized Signature Typed Name & Title Phone No. Date Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority IP koL6e. S e c. a e(1 John Hayford 863-763-9460 100 SW 5th Avenue uthorize Sig CCG ✓c- .?,t C �6 —X?- 94 Typed Name & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date OKEECHOBEE UTILITY AUTHORITY September 24, 2018 Re: ABANDONMENT OF RIGHT-OF-WAY PETITION — WAWA Station — Block 156, Lots 1-4 and Lots 9- 12, City of Okeechobee The Okeechobee Utility Authority (OUA) has no objection the Right -of -Way Abandonment Petition, described as that portion of right-of-way between Tots 1-4 and Tots 9-12, Block 156, City of Okeechobee, provided the property owner relocates existing water and sewer lines at his/her own expense and corresponding easements, (15 ft. wastewater, 10 ft. water) are provided to the Okeechobee Utility Authority. F. Hayford, E(ecut Oi//62 irector, OUA Date Comcast Cable 863-763-2824 107 NW 7th Avenue CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form INSTRUCTIONS: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Florida Power & Light 863-467-3721 or Donna Padgett 863-467-3708 Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 407-814-5318 Victoria Buchner victoria.buchner@centurylink.com Pat Provost Authorized Signature Busines Analyst Typed Name & Title Phone No. 11/1/18 Date Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority John Hayford 863-763-9460 100 SW 5th Avenue Authorized Signature Typed Naive & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date Jonah Weaver From: Jonah Weaver Sent: Thursday, November 1, 2018 12:52 PM To: 'Provost, Patrick' Subject: RE: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Thanks Patrick, From: Provost, Patrick <patrick.provost@centurylink.com> Sent: Thursday, November 1, 2018 12:25 PM To: Jonah Weaver <jweaver@bohlereng.com> Subject: RE: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue The below should serve as notification of us not having anything there and should be sufficient to obtain permits but I filled out the signature line under the CenturyLink person (who is not me by the way, no idea who they are either) on the attached form anyway. Thank you, Pat Provost Business Analyst, OSP Relocations Century Link 1025 El Dorado Blvd Broomfield, CO 80021 p: 720.888.4686 e: patrick.provost(a�centurylink.com Office Hours 7:00 AM to 3:30 PM MST i wow F Cerr uryUnk Please send all initial requests to NationalRelo@centurvlink.com to ensure visibility by the department. From: Jonah Weaver <iweaver@bohlereng.com> Sent: Thursday, November 01, 2018 10:09 AM To: Provost, Patrick <patrick.provost@level3.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Tyler Hoorn <thoorn@bohlereng.com> Subject: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Hi Patrick, Thanks for getting back to us. In light of there not being any facilities in the project limits, would it be possible for you to review the attached Alley closing document and add notes as needed with a signature? The project is moving forward and we will be submitting the application soon. 1 I appreciate your time. Let me know if you have any questions. Thank you Jonah Weaver 1 Project Engineer it] BOILER itp rr r 'i RFRINC 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-569-0906 1 jweaver@ bohlereng.com www.BohlerEngineering.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. From: Provost, Patrick <patrick.provost@centurylink.com> Sent: Wednesday, October 31, 2018 11:27 AM To: Tyler Hoorn <thoorn@bohlereng.com> Subject: RE: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Tyler, CenturyLink Communications, LLC (National Fiber Optic longhaul/metro network) has received your utility notice. After reviewing the information you provided it has been determined that CenturyLink does not have facilities within the scope of the Project. Therefore it will not be necessary for CenturyLink to relocate or adjust the facilities. Any changes or additions to the Project plans or parameters should be submitted to CenturyLink for review of potential new impacts to the CenturyLink facilities. Please reference the file number 120564 with any future communications. Please make certain that you coordinate with your local CaII Before You Dig program to identify any other utilities in the area of your project. Please be sure to Always include NationalRelo@centurylink.com on all future project notifications/utility records inquiries sent to CenturyLink Communications, LLC to insure a timely response. Thank you, Pat Provost Business Analyst, OSP Relocations Century Link 1025 El Dorado Blvd Broomfield. CO 80021 p: 720.888.4686 e: patrick.provost(a�centurylink.com Office Hours 7:00 AM to 3:30 PM MST 1. 33Y anew ;I L4 CennuryLUnk 2 Please send all initial requests to relo@centurylink.com to ensure visibility by the department. From: Tyler Hoorn <thoorn(a)bohlereng.com> Sent: Monday, September 10, 2018 11:26 AM To: NationalRelo <NationalRelo@centurylink.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris Lall <clall@bohlereng.com> Subject: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Good afternoon, Attached is a PDF that contains a concept plan for a proposed development at the Northwest Corner of NW Park Street (SR -70) and NW 3rd Avenue in Okeechobee, FL. Based on our due diligence, we have located an alleyway spanning from NW 3rd Avenue to NW 2nd Avenue, denoted in red in the PDF. Per the proposed development, we intend to request to abandon the existing alleyway and will need to relocate any utilities located within. As a part of the process, we are required to complete the New Street or Alley Closing Application that is also attached. This application needs us to get an authorized signature. Therefore, we are interested in setting up a meeting to discuss the steps that we will need to take to satisfy any potential comments associated with the abandonment. Please let me know if you require any further information for this request. Thank you very much, Tyler Hoorn, EIT BOHLER INGTNRFR f N t1 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 thoorn@bohlereng.com www.BohlerEngineering.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. 3 Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form INSTRUCTIONS: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Florida Power & Light 863-467-3721 or Donna Padgett 863-467-3708 Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 407-814-5318 Victoria Buchner victoria.buchnerOcenturylink.coin Authorized Signature Typed Name & Title Phone No. Date Comcast Cable The AppnO�UN(l !Qc%Gr se Or ej tVi.n errs �ir,A4 Lieu id hit earr!i nT On The do oloef bi--%tle4 AtitilhAvhl 863-763-2824 107 NW 7'h Avenue 6r71 f012 .fj 1Qiedes, n k,ncl /Qd.�ooebon oP g .12 Qx�s „�c nlrl„�. Seg t i4clit'� co�,Qesa►�de. t Authorized /Ml/ Oh`f 772 321- 31120 yped Nalne fitl '(.iiar% ►on S.Jpe osok Okeechobee Utility Authority 2v Dat John Hayford 863-763-9460 100 SW 5th Avenue Authorized Signature Typed Name & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Authorized Signature Typed Name & Title Phone No. Date Springsteel, Anthony From: Sent: To: Cc: Subject: Attachments: Categories: Jonah Weaver <jweaver@bohlereng.com> Monday, December 3, 2018 5:53 PM Springsteel, Anthony Christopher Rogers; Steven Lipofsky [EXTERNAL] FW: Alley Closing City of Okeechobee New Street or Alley Closing Application.pdf Green Category Tony, Below is the response from the developer. You can also add in the notes of the petition the conditions you require as discussed. Let me know if you need anything else. Thanks again From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Monday, December 3, 2018 5:34 PM To: Jonah Weaver <jweaver@bohlereng.com> Cc: Christopher Rogers <crogers@bohlereng.com> Subject: RE: Alley Closing City of Okeechobee The developer is fine with paying for these costs as part of the project. Let me know what else you/they need to sign off. Thanks Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Jonah Weaver <jweaver@bohlereng.com> Sent: Monday, December 3, 2018 5:25 PM To: Steven Lipofsky <slipofsky@ferbercompany.com> Cc: Christopher Rogers <crogers@bohlereng.com> Subject: FW: Alley Closing City of Okeechobee Steve, See response from comcast below. From: Springsteel, Anthony <Anthony Springsteel@comcast.com> Sent: Monday, December 3, 2018 5:04 PM To: Jonah Weaver <jweaver@bohlereng.com>; mary <mary@chobeecomm.com> Cc: Christopher Rogers <crogers@bohlereng.com>; McEnroe, Jeannine <JEANNINE MCENROE@comcast.com>; 1 Johnson, Rick <Rick Johnson@comcast.com> Subject: RE: Alley Closing City of Okeechobee Jonah, As per our conversation, every relocation request is case by case and dictated by the configuration of the existing plant. I will work on finalizing the cost estimate for you but as of what was walked out today you would be looking at approximately $1,333.76 in labor and $250.00 for design/as-built cost to relocate the existing aerial fiber and coaxial plant to the west to the pole line on NW 3rd Ave. We will also need to relocate the existing power supply as well to the west, the cost for the labor, material and permit for this would be approximately $3,000.00. The total estimated amount would be approximately $4,583.76. If you should have any questions or concerns please let me know. Thank You Anthony Springsteel Construction Supervisor Comcast Cable 3960 RCA Blvd Suite 6002 Palm Beach Gardens, FL 33410 Office (561) 804-0973 Cell (561) 321-3425 Fax (561) 454-5899 From: Jonah Weaver <jweaver@bohlereng.com> Sent: Monday, December 3, 2018 4:34 PM To: Springsteel, Anthony <Anthony Springsteel@cable.comcast.com>; mary <mary@chobeecomm.com> Cc: Christopher Rogers <crogers@bohlereng.com>; McEnroe, Jeannine <jeannine mcenroe@cable.comcast.com> Subject: [EXTERNAL] RE: Alley Closing City of Okeechobee Tony, Attached is the Utility plan with Fiber and Cable separated with separate conduits and pull boxes. There is approximately 350 ft of fiber and cable with two pull boxes for each run, totaling 4. They are in the shared easement with electric. I'll give you a call to discuss From: Springsteel, Anthony <Anthony Springsteel@comcast.com> Sent: Monday, December 3, 2018 8:57 AM To: Cameron Cutting <ccutting@bohlereng.com>; mary <mary@chobeecomm.com> Cc: Christopher Rogers <crogers a@ ohlereng.com>; Chris Lall <clall@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com>; McEnroe, Jeannine <JEANNINE MCENROE@comcast.com> Subject: RE: Alley Closing City of Okeechobee Jonah, Attached is the Comcast design print for the area in question for the new WaWa's. 2 Mike/Mary Can you get me a cost estimate for the need work for the relocation of the node and power supply in the alley. 3 From: Springsteel, Anthony Sent: Wednesday, November 28, 2018 2:59 PM To: Cameron Cutting <ccutting@bohlereng.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris Lall <clall@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com>; McEnroe, Jeannine <jeannine mcenroe@cable.comcast.com> Subject: FW: Alley Closing City of Okeechobee Cameron, Per our conversation I have reviewed the attached request for abandonment of the existing easement. The approval/release of the existing easement would be contingent on the developer/owner reimbursing Comcast for the redesign and relocation of our existing plant. If you should have any questions or concerns please give me a call. Thank You Anthony Springsteel Construction Supervisor Comcast Cable 3960 RCA Blvd Suite 6002 Palm Beach Gardens, FL 33410 Office (561) 804-0973 Cell (561) 321-3425 Fax (561) 454-5899 From: Cameron Cutting <ccutting@bohlereng.com> Sent: Wednesday, November 28, 2018 11:43 AM To: Springsteel, Anthony <Anthony Springsteel@cable.comcast.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris Lall <clall@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com> Subject: [EXTERNAL] Alley Closing City of Okeechobee Anthony, We are proposing a 6,119SF Wawa on Park and 2"d Ave in the City of Okeechobee; where the existing site currently contains a 10' shared utility alley through the center. We are currently proposing to relocate these utilities south of the new building. We have already coordinated will all other Utility Providers and need Comcast approval to continue. See attached Site plan showing new location of Comcast Utilities in a cleaned up format to emphasize these. Also attached is the full Utility Plan, and the Application for the Alley Closing. We are currently tying into the northern pull box, can you confirm this is the correct facility? If our plan is acceptable please sign on page 3 of the Alley Closing form and return to us. If you have comments simply reply to this email with your instruction for our revision. As I mentioned in our phone conversation earlier today we need this as soon as possible, and we appreciate your coordination with us on this. Cameron Cutting I Intern - Design Engineer 5 r lOr. BEd MN 1assors®sssw6' ninn a --I.. Ai ()Hi snepJiUl M`DIA it di .11 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companle Authorization Form INSTRUCTIONS: Deliver the Petition and this form to the following Utility C na parries for their comments 3/ must be sl ed and dated with a contact number for each person. Florida Power & Light f p L Q John Hayford 1 4 SCF 100 SW 5th Avenue ----. 863467-3721 or T4-1 !.......0. , fa f , _ w ' t. , '�, Donna Padgett 863-467-3708 L Y} n 44 1 1..i. t, t i. PC{,&A- 763-- 4 & 370 R LLE. Authorized S1Sm+ac. re Typed Name&Title Phone No. Date Emban•gl 61/b/a Cannt y th k .,�j7-814-53i3� t: b: nes° ti I. Authorized SG ,aturre ed Name & Title Phone No. Date rn C ilble 083 -75S -2232d. J 07 f3W 7e3Avelme Authorized Signature Typed Name &Title Phone No. Date Okeechobee Utility Authority p iba±5 e John Hayford 863-763-9460 w 100 SW 5th Avenue ----. 1x i•%. /,ac,C. 944) Typed Name &Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Hamrick Estate 7/4 E. . / 4 w , 4/0c /$ _ C%f ar(vAl Ecd, Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature //eeI It r1,3-2. ea-Thud/4c_ 2j3-7/,3-31cif /2-2/-/8r Typed Name &Title Phone No. Date Patty Burnette From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Friday, December 21, 2018 3:52 PM To: Patty Burnette; Marcos Montes De Oca Cc: Christopher Rogers; Jonah Weaver; Kimberly D'Andrea; Patrick Dolezal; Janet Coulther Subject: FW: Alleyway for WAWA Attachments: Scanned from a Xerox Multifunction Printer (20).pdf Patty & Marcos Thank you for your patience here. Attached is the signed letter of consent for the alley abandonment signed by Gil. This should be the last outstanding item you were waiting on us for. Have a Merry Christmas & Happy New Year! Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Patrick Dolezal Sent: Friday, December 21, 2018 3:50 PM To: Steven Lipofsky <slipofsky@ferbercompany.com> Subject: FW: Alleyway for WAWA E. Patrick Dolezal I The Ferber Company, Inc. 2655 North Ocean Drive, Suite 401, Singer Island, FL 33404 pdolezal@ferbercompany.com 1 Office 561.625.9125 1 Cell 561-427-5422 I Fax 561.625.9431 Please consider the environment before printing this e-mail From: Gil Culbreth <gil@gilberthasit.com> Sent: Friday, December 21, 2018 3:46 PM To: Patrick Dolezal <pdolezal@ferbercompany.com> Cc: Mike Hamrick <mhamrick@manateelegal.com> Subject: Alleyway for WAWA Patrick, Enclosed is the signed Abandonment of Right_A_Way Petition. Have a Merry Christmas. Gil Gil Culbreth • Owner CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 CERTIFICATION FOR POSTING NOTICE OF PUBLIC HEARING FOR REZONING/SPECIAL EXCEPTION/VARIANCE PETITION(S) Instructions: 1. Must be posted on the subject property. 2. Must be posted prominently. 3. Must be visible from the most traveled street adjacent to the subject property. 4. There is no specific height or size requirement, provided that the sign can be easily seen by cars or pedestrians that pass by the subject property. 5. Must be posted beginning 15 days prior to the first Public Hearing and remain posted continuously during this time. When a second Public Hearing is required before the City Council, it must remain posted until the final Public Hearing has been conducted. 6. Must be removed within 7 days after the final Public Hearing. Petition Number(s): 1 q-061-- 4e- Date St Pul?lic Hearing: I-11-19 a-3a-rU w�, 15-f--1- co; ci.k 1Y14-1 beFwart Address of subject property (or Legal if no address): 1_ i -G, 7 '-I a of 15(0 Ci4-zi of 01CQQ C�-e. 4w I, TLV l d- `-A l k i , hereby certify that I posted the "Notice of Public Hearing" sign in accordance with the above instructions on 1 _i9 , and will remove sign on a -aa-1 Signature: STATE OF FLORIDA COUNTY OF OKEECHOBEE Date: l - 2 15 .2oii 41111 The foregoing instrument was ackpowledged before me this�� J by D�i`t'�" who is personally known to me ./or produced 1 as identification. &tutu_ (signature) Print, type or stamp name of Notary 1-1 111-3 SEAL: „�N"r,`, Notary Public State of Florida Y Patty M Burnette :� My Commission GQ 009167 `�1 Expiru. i0/02/2020 NOTICE OF PUBLIC HEARING ABANDONMENT OF ROW PETITION No. 19 -001 -AC DATE: JANUARY 17, & FEBRUARY 19, 2019, 6 PM, AT CITY HALL PURPOSE: TO VACATE THE 15 -FOOT WIDE EAST TO WEST ALLEYWAY LYING BETWEEN LOTS 1-6 & 7-12 OF BLOCK 156 APPLICANT: STEVE LIPOFSKY, P.E., SOUTHEAST INVESTMENTS, INC. PROPERTY OWNER: JMAss MGMT, LLC; DAVID R. WATFORD' 205 N. PARROTT AVE. HOLDINGS, LLC FURTHER INFORMATION CONTACT: General Services Dept, 863-763-3372, Ext 9820 55 SE 3rd Ave, Okeechobee, FL 34974 1-1-1-ici 71g3- 634- 3g59 artdrea, at Lin OKetchobe.e) liselam- &yds us+ tativted an -evp Ituothix) Q4 LLA t lci-lieq 4114oetilelopi tyriti- -cutct 1,3kLre, cat, loacc(mit. athcaLL7 Lox • sktAkkt.s 1/4-4101-01 if (0...94-114 luta ix b., btr 65iare . . L City of Okeechobee 55 SE Third Avenue Tele: 863-763-3372 Ext. 9820 Okeechobee, FL Fax: 863-763-1686 Dear Property Owner: January 2, 2019 The Planning Board will be considering Abandonment of Right -of -Way Petition No. 19 -001 -AC to vacate the 15 -foot wide East to West alleyway lying between Lots 1 to 6 and 7 to 12 of Block 156; CITY OF OKEECHOBEE, containing approximately 0.09± acres. You are receiving this courtesy notice as a property owner within 300 feet of the location. You are invited to attend and be heard in person at the Public Hearing, held at City Hall, Rm 200 on Thursday, January 17, 2019, 6:00 p.m., or as soon thereafter as possible; or you may submit your questions, comments or objections in writing to the Board by contacting me at the number above or email: pburnette@cityofokeechobee.com. The Planning Board will make recommendations concerning the Petition to the City Council for consideration, tentatively scheduled at a final Public Hearing on February 19, 2019, 6:00 p.m. The Petition file can be viewed at City Hall, Rm 100 during normal office hours. The agenda is available online at cityofokeechobee.com or contact my office to have a copy emailed/faxed. Respectfully, Patty M. Burnette General Services Coordinator City of Okeechobee 55 SE Third Avenue Tele: 863-763-3372 Ext. 9820 Okeechobee, FL Fax: 863-763-1686 Dear Property Owner: January 2, 2019 The Planning Board will be considering Abandonment of Right -of -Way Petition No. 19 -001 -AC to vacate the 15 -foot wide East to West alleyway lying between Lots 1 to 6 and 7 to 12 of Block 156; CITY OF OKEECHOBEE, containing approximately 0.09± acres. You are receiving this courtesy notice as a property owner within 300 feet of the location. You are invited to attend and be heard in person at the Public Hearing, held at City Hall, Rm 200 on Thursday, January 17, 2019, 6:00 p.m., or as soon thereafter as possible; or your as soon thereafter as possible; or you may submit your questions, comments or objections in writing to the Board by contacting me at the number above or email: pburnette a(�,cityofokeechobee.com. The Planning Board will make recommendations concerning the Petition to the City Council for consideration, tentatively scheduled at a final Public Hearing on February 19, 2019, 6:00 p.m. The Petition file can be viewed at City Hall, Rm 100 during normal office hours. The agenda is available online at cityofokeechobee.com or contact my office to have a copy emailed/faxed. Respectfully, Patty M. Burnette General Services Coordinator l q-ool- fcL Dane & JoeIla Baird 104 Seven Iron Court Ponte Vedra FL 32082 Steven & Andrea Nelson Living Trust Agreement 1407 SE 8th Avenue Okeechobee, FL 34974 First United Methodist Church of Okeechobee 200 NW 2nd Street Okeechobee, FL 34974 Downtown Okeechobee LLC 217 SW Park Street Okeechobee, FL 34974 George & Mary Beth Cooper 2123 SW 21st Street Okeechobee, FL 34974 Okeechobee County c/o Cassels & McCall 304 NW 2nd Street Rm #106 Okeechobee, FL 34972 Park Street Commercial LLC 1411 SW 5th Avenue Okeechobee, FL 34974 Okeechobee Park Street LLC Walgreens Co Real Estate Property Tax PO Box 1159 Deerfield, IL 60015 q-Uo►-A 1 9-ooa,-sF q- PARCEL NUMBER 3-15-37-35-0010-01670-0010 3-15-37-35-0010-01680-0040 3-15-37-35-0010-01680-0020 3-15-37-35-0010-01680-0010 3-15-37-35-0010-01690-0050 3-15-37-35-0010-01690-0130 3-15-37-35-0010-01690-0130 3-15-37-35-0010-01690-0130 3-15-37-35-0010-01570-007A 3-15-37-35-0010-01570-0100 3-15-37-35-0010-01570-0010 =3-15-37-35-0010-01560-0060 - 3-15-37-35-0010-01560-0050 3-15-37-35-0010-01550-0080 3-15-37-35-0010-01390-0010 -- 3-15-37-35-0010-01400-0010 3-15-37-35-0010-01250-0010 OWNER BAIRD JOELLA & BAIRD DANE SR DOWNTOWN OKEECHOBEE LLC PARK STREET COMMERCIAL LLC NELSON STEVEN D & ANDREA M -DOW-NTOW N -OKE CGI I O B L E -L LC CITY OF OKEECI IOBEE GIT-Y-OF-QKEEOHOBEE GFT -Y OF OKEEC17OBEE COOPER GEORGE H JR & MARY BETH 00P-E-R-GEORGE4HHR--&-MARY BETH OKEECT-fOB COUNTY JMASS MGMT LLC BARBER R H (ESTATE) OKEECHOBEE PARK STREET LLC FIRST METHODIST CHURCH OF OKEE 205 N PARROT AVE HOLDINGS LLC OKEECHOBEE COUNTY ADDRESS 104 SEVEN IRON CT 217 SW PARK ST 1411 SW 5TH AVE LIVING TRUST AGREEMENT 1407 S 217 SW PARK ST 55 SE 3RD AVENUE 55 SE 3RD AVENUE 55 SE 3RD AVENUE 2123 SW 21ST ST 2123 SW 21ST ST SUPERVISOR OF ELECTIONS 180 NW 3RD AVE STE A %LESLY JOLEEN FLEMING PER REP 200 N_ WALGREENS CO REAL 200 NW 2ND ST 2740 SW MARTIN DOWNS BLVD -#247 %CASSELS & MCCALL 304 N ADDRESS 1 ADDRESS 2 CITY STATE ZIP PONTE VEDRA FL 320823134 OKEECHOBEE FL 34974 OKEECHOBEE FL 349745017 8TH AVENUE OKEECHOBEE FL 349745313 OKEECHOBEE FL 34974 OKEECHOBEE FL 349742903 OKEECHOBEE FL 349742903 OKEECHOBEE FL 349742903 OKEECHOBEE FL 349745715 OKEECHOBEE FL 349745715 0 OKEECHOBEE FL 349724118 4TH AVENUE OKEECHOBEE FL 34972 --TATE PROPERTY TAX P O BOX 1159 DEERFIELD IL 60015 OKEECHOBEE FL 349744174 PALM CITY FL 34990 2ND ST ROOM #106 OKEECHOBEE FL 349720000 OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE 4 Nr4.1 V, • SW 4TH AVE kg* NW 47-1-1 AVE 1• /IL tOr • .0! _ 4.;," NW 3RD AVE A 51't •••1,-'P?- . .zji k , ., .. ..i, _*141,- _11., . 14 1 1... 1 i _ 0 mair... if: . .. 4 / P .,. -, It14'• .,.. --.... .... I IA • 41'. I, 7.4.11111111011151111V . US HWY 441 S r 4., 011. NO C.It4 t C/) LL - 1 if ' '111110. .1. ND Aelt .1.4 4,14 '--./ i 41111111111k-' ' filttrifir" IIIII iimtor ,1-0ivir ... „.. ,, _ • ........e...-__ „....... rn c.:: Ai, gr..._ •_. „ 14 141 I 4.— „AL_ • >. ;101t 1 no MEI Patty Burnette From: Patti Wilson <p.wilson@okeechobeepa.com> Sent: Wednesday, December 19, 2018 11:53 AM To: Patty Burnette Subject: FW: Surrounding Owners Request Attachments: Surrounding Owners Within 300FT.XLS; Surrounding Parcels Within 300FT.PDF Patti Wilson Chief Deputy Mickey L. Bandi, CFA Okeechobee County Property Appraiser 307 N.W. 5th Avenue Suite A Okeechobee, Florida 34972 Office (863) 763-4422 Fax (863) 763-4745 www.okeechobeepa.com Public Records Notice: Florida has a very broad public records law. Written communications to or from state and local officials regarding state or local business are public records available to the public and media upon request. Your email communications may therefore be subject to public disclosure. From: Dora Seabolt [mailto:d.seaboltOokeechobeepa.com] Sent: Wednesday, December 19, 2018 11:43 AM To: 'Patti Wilson' Subject: FW: Surrounding Owners Request From: Steve [mailto:steveOglobalmappinginc.com] Sent: Friday, November 30, 2018 11:50 AM To: kdandrea@bohlereng.com Cc: Mickey Bandi; 'Dora Seabolt' Subject: Surrounding Owners Request Hi Kim, Per your request please find the attached exhibits describing the surrounding parcels and owner addresses within 300 feet of the indicated subject parcels. Let us know if we may be of further assistance. Thanks, Steve Williams 1 Patty Burnette From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Thursday, December 20, 2018 2:01 PM To: p.wilson@okeechobeepa.com Cc: Patty Burnette Subject: RE: Surrounding Owners Request Attachments: 3849_001.pdf Hi Patti I faxed in a information request yesterday (copy attached fyi) not realizing that it had already been complete. Patty Burnette has said she has what she needs from the Property Appraiser's office, so the request I sent can be ignored. Thanks and sorry for the confusion! Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 CeII 772.215.0125 From: Patty Burnette <pburnette@cityofokeechobee.com> Sent: Thursday, December 20, 2018 10:46 AM To: Steven Lipofsky <slipofsky@ferbercompany.com> Subject: RE: Surrounding Owners Request You could just to put it in writing. Patty M. 6wv0..e'tte General Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, EL 34974 T'eh 863-763-3372 Direct: 863-763-9820 Tax: 863-763-1686 e-mail yburnette@cityofokeechobee.com website: www.cityofo(eechobee.com 1 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. From: Steven Lipofsky [mailto:slipofsky@ ferbercompany.com] Sent: Wednesday, December 19, 2018 1:22 PM To: Patty Burnette Cc: Marcos Montes De Oca Subject: RE: Surrounding Owners Request Thanks Patty! Glad to hear we're all good on the property owner list. Should I contact the other Patti to tell her to disregard the request I sent earlier today? Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Patty Burnette<pburnette@cityofokeechobee.com> Sent: Wednesday, December 19, 2018 12:28 PM To: Steven Lipofsky <slipofsky@ferbercompany.com> Cc: Marcos Montes De Oca<mmontesdeoca@cityofokeechobee.com> Subject: FW: Surrounding Owners Request Steve, Patti Wilson from the Property Appraiser's Office called me just a bit ago and said these were actually already requested by Kim at Bohler? She forwarded them to me so I am all set. Sorry for any confusion. 17641-y M. 6o -v- tiH-e, Cj, enera(Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, PL 34974 eek 863-763-3372 Direct: 863-763-9820 2 12/19/2018 WED 12:40 FAX Tool ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 3846 DESTINATION ADDRESS 18637634745 SUBADDRESS DESTINATION ID ST. TIME 12/19 12:37 TX/RX TIME 02' 05 PGS. 4 RESULT OK �TH�E FERBER COMPANY, INC. 12/19/18 Okeechobee County Property Appraiser's Office 307 NW 5th Ave, Suite A Okeechobee, FL 34972 Re: Property Appraiser Information Request To Whom It May Concern: (via facsimile) Please refer to the attached three (3) pages for requests for location map 100' surrounding the property and property owner mailing addresses 300' surrounding the property for the subject parcels. Please note, both the JMASS MGMT LLC parcels are referenced on the same information request form. These Items are being requested In conjunction with a ppllcat(ons submitted to the City of Okeechobee for Rezoning, Special Exception & Abandonment of Alley of the subject parcels. Parcel: 3-15-37-35-0010-01560-0010 Owner: 205 N PARROT AVE HOLDINGS LLC Parcel: 3-15-37-35-0010-01560-0090 Owner: JMASS MGMT LLC Parcel: 3-15-37-35-0010-01560-0070 Owner: JMASS MGMT LLC Parcel: 3-15-35-0010-01560-0110 Owner: WATFORD DAVID R Should you require additional Information or have any questions, please feel free to contact me. Best lards, 12/19/18 �F E FERBER COMPANY, INC. Okeechobee County Property Appraiser's Office 307 NW 56 Ave, Suite A Okeechobee, FL 34972 Re: Property Appraiser Information Request To Whom It May Concern: (via facsimile) Please refer to the attached three (3) pages for requests for location map 100' surrounding the property and property owner mailing addresses 300' surrounding the property for the subject parcels. Please note, both the JMASS MGMT LLC parcels are referenced on the same information request form. These items are being requested in conjunction with applications submitted to the City of Okeechobee for Rezoning, Special Exception & Abandonment of. Alley of the subject parcels. Parcel: 3-15-37-35-0010-01560-0010 Owner: 205 N PARROT AVE HOLDINGS LLC Parcel: 3-15-37-35-0010-01560-0090 Owner: JMASS MGMT LLC Parcel: 3-15-37-35-0010-01560-0070 Owner: JMASS MGMT LLC Parcel: 3-15-35-0010-01560-0110 Owner: WATFORD DAVID R Should you require additional information or have any questions, please feel free to contact me. Best regards, Steve Lipofsky, Director— Retail Construction Services 0) 561.210.9105 C) 772.215.0125 slipofsky@ferbercompany.com 2655 North Ocean Drive, Suite 401 Singer Island, FL 33404 0.0f •ok`FF`y.J 0 t ,-- o• o � "' o r�Y_r ... i 91 Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee Property Owner Name(s) 205 N PARROT AVE HOLDINGS LLC Parcel Identification Number 3-15-37-35-0010-01560-0010 Contact Person Name Steve Lipofsky, PE (slipofsky@ferbercompany.com) Contact Person Phone Number 561-210-9105 (office) Requested Items Needed By 12/20/18 Project Type (Circle One or Check Box) Rezoning Special Exception x X Location map 100' outermost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing addresses 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Variance Future Land Use Map Amendment n Location map 100' outmost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property Abandonment Right -of -Way / Alley Closing x Location map 100' outmost Surrounding property from the outermost Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Information is provided by the Okeechobee County Property Appraisers Office. You may hand deliver this request form or fax it to the following attention: Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 s0. °mom k a ;, : O � o y . w��-T • • • Y . .t9 Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee Property Owner Names) JMASS MGMT LLC Parcel Identification Number 3-15-37-35-0010-01560-0090 & 3-15-37-35-0010-01560-0070 Contact Person Name Steve Lipofsky, PE (slipofsky@ferbercompany.com) Contact Person Phone Number 561-210-9105 (office) Requested Items Needed By 12/20/18 Project Type (Circle One or Check Box) Rezoning Special Exception x X Location map 100' outermost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing addresses 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Variance Future Land Use Map Amendment Location map 100' outmost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property Abandonment Right-of-Way / Alley Closing x Location map 100' outmost Surrounding property from the outermost Items Needed: surrounding property from the portion of subject property. owners mailing address 300' portion of subject property. Information is provided by the Okeechobee County Property Appraisers Office_ You may hand deliver this request form or fax it to the following attention: Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 .{;1 OF•Uk `'' FFA,,-. ��r 0, • o . • ' _ •' ,• a =_ J97 ,, i 1 Okeechobee County Property Appraiser's Office Information Request Form for the City of Okeechobee Property Owner Name(s) WATFORD DAVID R Parcel Identification Number 3-15-37-35-0010-01560-0110 Contact Person Name Steve Lipofsky, PE (slipofsky@ferbercompany.com) Contact Person Phone Number 561-210-9105 (office) Requested Items Needed By 12/20/18 Project Type (Circle One or Check Box) Rezoning Special Exception X X Location map 100' outermost Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the portion of subject property. owners mailing addresses 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property. Surrounding property owners mailing address 300' from the outermost portion of subject property. Future Land Use Map Amendment Variance n Location map 100' outmost portion Surrounding property from the outermost Items Needed: Items Needed: surrounding property from the of subject property. owners mailing address 300' portion of subject property. Location map 100' surrounding property from the outermost portion of subject property Abandonment Right -of -Way / Alley Closing x Location map 100' outmost portion Surrounding property from the outermost Items Needed: surrounding property from the of subject property. owners mailing address 300' portion of subject property. Information is provided by the Okeechobee County Property Appraisers Office. You may hand deliver this request form or fax it to the following attention: Okeechobee County Property Appraisers Office 307 N.W. 5th Avenue, Suite A Okeechobee, Florida 34972 Phone: (863) 763-4422 Fax: (863) 763-4745 PLEASE COMPLETE THE FOLLOWING FINDINGS REQUIRED FOR GRANTING A VACATION OF RIGHTS -OF -WAYS (Sec. 78-33, page CD78:4 in the LDR's) It is the Petitioner's responsibility to convince the Technical Review Committee, Planning Board/BOA and City Council that approval of the proposed vacation is justified. Specifically, the Petitioner should provide in his/her application and presentation sufficient explanation and documentation to convince the reviewing body to find that: 1. Proposed vacation is consistent with the Com srehensive Plan: The proposed Wawa which consists of a gas station, convenience store, and restaurant, aligns with the comprehensive plan for both future land use as Commercial and we wit be rezoning to Heavy Commercial. The majority of the surrounding blocks, neighboring the project site to the North, South, East and West also share the same future land use as commercial with zoning as commercial business district. In order to construct the Wawa at this location, the ally way must be vacated, exactly how both Walgreens and CVS to the East of the project site, had previously been approved to do and constructed. Additionally, the Wawa compliments these two pharmacies as far as land use and compatibility. 2. Right-of-way to be vacated is not the sole access to any property, and the remaining access is not an easement: The right of way to be vacated will not provide access to our project. Additionally the right of way being vacated is not the sole acces to either of the properties that will remain to the NW. This location compliments the surround area and the park providing services to both road drivers, boaters, and pedestrians at the park. 3. Proposed vacation is in the public interest and provides a benefit to the City: This vacation provides a major benefit to the City by bringing an attractive restaurant with out door seating, gas station with with E free gas and free air for car tires, and convenience store with it's own coffee shop. The state of the art ordering system and spacious layout both inside and out, allows for traffic to continuously flow through and help get customers on their way This location compliments the surround area and the park providing services to both road drivers, boaters, and pedestrians at the park. 4. Proposed vacation would not jeopardize the location of any utility. As seen in the attached utility design and coordination with all utility providers, this project and the vacation of the ally does not jeopardize any of the existing utilities, but actually brings the water and sewer in too better standards that allign with DEP requirements for seperation and slopes that are currently not being met, by getting better spacing between water and sewer and increasing the Gravity Sewer's pipe size. Additionally the new layout The City Staff will, in the Staff Report, address the request and evaluate it and the Petitioner's submission in light of the above criteria and offer a recommendation for approval or denial). Staff Report Alley Closing Prepared for: The City of Okeechobee Applicant: Southeast Investments, Inc. Petition No.: 19 -001 -AC (Part of Alley in Block 156 between NW 2nd and 3rd Avenues) LaKue I a a )� , , 1375 Jackion Street # 206 Fort Myers, FL 33901 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC General Information Owners Site Address Contact Person Contact Phone # Contact E-mail 205 Parrott Ave. Holdings, LLC 2740 SW Martin Down Blvd., #247, Palm City, FI 34990 David R. Watford, 200 NW Park St., Okeechobee, FL 34972 Jmass Mgmt., LLC, 180 NW 3rd Ave, Ste A, Okeechobee, FL 34972 The east -west alley in Block 156 between NW 2nd and 3rd Avenues Steve Lipofsky Services 561-625-9125 slibofsky@theferebercompany.com Re • uest The matter before the TRC is an application to vacate/abandon the 300 -foot long, 15 -foot wide alley in Block 156 between NW 2nd and 3rd Avenues as shown on the graphic on the following page, and more particularly described in the legal description on page 3. The requested abandonment encompasses :3,750 square feet (about 0.09 acres). The Wawa property (Lots 1 — 4 and Lots 7 — 12) is outlined in red. LaK„e planning 1 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC U 3 s E gi CC N Z SKETCH FOR DESCRIPTION SNOT A FIELD SURVEY 50'(') ▪ LOT 6 NORTHWEST 2nd STREET EIGHTH sIREET (PLAT) (70' WOE FtEC RIGHT-OF-WAY) EXHIBIT " SHEET 2 OF 2 NORTH LINE. 8LOT1K 156 50rP) 50lP) so"(P% I sayP so'CP) 1 1 1 �{ BLOCK 15s 1 Z 2S q v 1 LOT 5; ffi LOT 4 1 LOT 3 I LOT 2 1 LOT 1 w 471 i''....§. 1 SOUTHEAST COIR LOT 1 BLACK 156 E NE CC SOUTNIESrCRRNER. LOT 4. &Oa< 156 CENTERLINE. 15 FOOT ALLEY 1 NORTTI RIGHT -Or' 'WAY LAE. NOO°0944r'W 7.50' 15 FOOT Wil)( ALLEY 7P) room 9.50'4,3FE i sr 15' ALLEY POINT OF BEGINNING NoRnixesr CQRNER. LOT 7, BLOCK 156 LOT 7 LOT 8 1$89 `50'43 i1 A1299 95' .Tn0TP) SOLE 11 MHT OF- *AY LINE. 15 FOOT MOE ALLEY LOT 9 LOT 10 8L01(156 LOT 11 LOT 12 -SOUTH UNG, 8tOCY 15 POINT OF COMMENCEMENT STATE ROAD NO. 70 SODTHNf5T CORNER. Lor 7. Btocw 156 NORTHWEST PARK STREET 50 P UNE TABLE LINE BEARING LENGTH u war4Yr Or La 970114YT ram' NORTH PARK STREET (PLAT) (A YARiAOL£ MOTH PUBLIC RJTHT-C -WAY PER FLORIDA DEPARTMENT OF 1RANSPORTAIKW Rtf Tr--GK-WAY MAP. SECTION 91070-000. FMANLTAL PROJECT IDENT/FICA 11ON NUMBER 425845-9 LEGEND: —k — UAr e�tAx (pT .011016" .P R PAT it FATE 74c.i Ac (q'( (>61,0. ..... ,. 50 (A) 0 Jin j 1 KM.$0 l:..' 70T seri r FOR at ,.R 2 ptianntnq Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Qat ID •] i [•] iI•]mU] - • ' • ,�Iat LEGAL DESCRIPTION A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THOROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT Z BLOCK 156; THENCE RUN NORTH 00'09'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 142.54 FEET TO THE NORTHWEST CORNER OF SAID LOT 7, BLOCK 156 AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00'0942" WEST, ALONG SAID WEST LINE, A DISTANCE OF Z50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 8950'43" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 99.98 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 4 OF SAID BLOCK 156; THENCE DEPARING SAID CENTERLINE, RUN NORTH 00.09'42" WEST, ALONG SAID SOUTHERLY EXTENSION, A DISTANCE OF 750 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, BLOCK 156 AND A POINT ON THE NORTH RIGHT-OF-WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN NORTH 89.5043" EAST, ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 199.97 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT-OF-WAY LINE, RUN SOUTH 00'0942" EAST, ALONG THE EAST LINE OF SAID BLOCK 156, A DISTANCE OF 15.00 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID EAST LINE, RUN SOUTH 8950'43" WEST, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 299.95 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 0.09 ACRES, MORE OR LESS. 3 planning Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Upon approval of the abandonment, the 3,000 square feet of the alley will accrue to the Applicant (i.e., owners of the Wawa property). The remaining 750 square feet will accrue to the owners of Lots 5 and 6, with each receiving 375 square feet. This apportionment of the abandoned alley is shown on the graphic below and the following aerial photograph. • 5 .i SKETCH FOR J? DESi_.R I r l N , 7 a rt 4013 !. iR'r tam fi'i- 4012 l,, T., . 5T .•-vR,t'. AOT 1. Afar PSI r .I_ ; ,. I RY,h -, —" :Yet ( •4,' • • ▪ ':T a. F:tLi :Sc .`'., 4,'. aT','y'�_ .-. '�N STgi rr Yr w• ,y .' .."%a iy ?aL'G: A CY041.4, 6 i4.00, planning 4 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC LaRife pfanneng 5 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC �. . l- • - - •.ert Existing Proposed Future Land Use Map Classification Zoning District Use of Property Acreage Commercial CBD, Central Business District Commercial CHV, Heavy Commercial Integral part of proposed development with Wawa convenience store with fuel Vacant alleyway pumps, and including a restaurant and coffee shop with both indoor and outdoor seating. 0.11 acres 0.11 acres Consistenc with Sec. 78-33, Vacation of Rights-of-Wa Sec. 78.33 states that applications to vacate an alley or public right-of-way may be approved upon a finding by the City Council that the following requirements have been met. The Applicant's responses are provided in Times Roman typeface and are repeated below exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff Comments are in Segoe Privtt. REQUIREMENTS STAFF COMMENTS 1. Proposed vacation is consistent with the Comprehensive Plan: "The propose Wawa which consists of a gas station, convenience store, and restaurant, aligns There is nottiii'ig ice. the City's with the comprehensive plan for both the future Comprretiensive Plan concerning land use as commercial and we will be rezoning to abandonment/vacation of alleys. The Heavy Commercial. The majority of the Fact t, at a// tAe /ands bordering t/ e surrounding blocks, neighboring the project site to alley carry the same Future Land the North, South, East and West also share the Use, and similarly intense same future land use as commercial with zoning as commercia/Zon/ng, designations commercial business district. In order to construct simplifies development and enAAances the Wawa at this location, the ally way must be ttie cAances t, at Future use of ttie vacated, exactly how both Walgreens and CVS to adjoining property will be com - the East of the project site, had previously been approved to do and constructed. Additionally, the patio/e witti adjacent properties. Wawa compliments these two pharmacies as far as land use and compatibility." LaRue planning 6 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC REQUIREMENTS (cont.) STAFF COMMENTS (cont.) 2. Right-of-way to be vacated is not the sole access to any property, and the remaining access is not an easement. "The right of way to be vacated will not provide access to our project. Additionally the right of way being vacated is not the sole access to either of the properties that will remain to the NW." The alley is not the sole means of access to any property. TAe two adjoining properties to tAe nortA are provided access via eitAer NW 3ra'Avenue orNW 2nd Street. 3. Proposed vacation is in the public interest and provides a benefit to the City. "This vacation provides a major benefit to the City by bringing and attractive restaurant with out door seat- ing, gas station with E free gas and free air for car tires, and convenience store with its own coffee shop. The state of the art ordering system and spacious layout both inside and out, allows for traffic to continuously flow through and help get customers on their way This location compliments the surround area and the park providing services to both road drivers, boaters, and pedestrians at the park. Me City will benefit from retuning the alleyway to t/ie City's tax rolls. However, tAe primary public interest and benefit to tAe City will be tAe vacated alleyway's contribution to face%itating Me redevelopment of underutilized, centra//y located, downtown properties to economically viable use and Hie nese/tont overall increase in taxable property values 4. Proposed vacation would not jeopardize the location of any utility. "As seen in the attached utility design and coordina- tion with all utility providers, this project and the vacation of the alley does not jeopardize any of the existing utilities, but actual brings the water and sewer in too better standards that align with DEP requirements for separation and slopes that are currently not being met, by getting better spacing between water and sewer and increasing the Gravity Sewer's pipe size. Additionally the new layout Ttie App/leant tias submitted Letters of No Objection or Utility Company AutAor&ations from: CenturyLink (wAicA leas no favi/i= ties within tAe alley); Comcast (wti01 Gras reaetied agreement witti Wawa witti tAe stipulation t/+at Wawa will veivvi - burse Comcast fon costs associated with relocating existing facilities; FPL, wtiicti Aas stated tAat they cannot sign -off until FPL ,has an easement in /sand for utilities in t/ie alleyway; and OUA /las no objection provided tAe property owner relocates tAe existing water and sewer lines at Wawa's expense and provia'es corresponding 1s' wastewater and 10' water easements are provided to OVA. LaRue planning Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Recommendation Based on the foregoing information and analysis, and given the conditions agreed to by the utility companies and the Applicant, we believe, from a planning perspective, that the requested alley vacation/abandonment is consistent with the requirements of Sec. 78-33. Submitted by: als t Wm. F. Brisson, AICP Sr. Planner LaRue Planning January 2, 2019 TRC Meeting: January 17, 2019 PB/BOA Meeting: January 17, 2019 City Council 1st Reading: February 5, 2019 City Council 2nd Reading and Public Hearing: February 19, 2019 LaRue planning 8 INDEPENDENT NEWSMEDIA INC. USA Lake Okeechobee News 107 SW 17th Street; Su teD.-- - Okeechobee,.Florield 34974 .. 863 ;.7 3;3134,f , p,, I�1 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Coun�., Florida, that. the attached copy of advertisement being a t'CJ?)-LcC K = —to -Q in the matter of �u lel L(" kt 16" LI f11.AfirIC)611('( ld J in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of )a—CAcr Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Sworn to and subscribed before me this � `-i day of �!9-rw�i,Lrkd 07- U11 AD Notary Public, State of Florida at Large vL c� -'i1 r,10 -\\c-;\a.1, ••= OFOREECHOBEE NOTICE OFRIGHT-OFWAYABAIWONMINr CONSIDERATION OF ADOPTING ACITY ORDINANCE NOTICEISHTRBYQVEN the CnnriaofttdayofCMmdwbee, vW mndrt a Pubic Hearing on T 19 2019, at 6 PM, ores soon ther®flerpos�IGatClyHet, SE3rd (1ednbee,RT,tomo- silafoal rearing Rx.l,,dtliegOrInemetrmbv:No.1180: AN ORDINATE OF THE art OFA01033HHOBEF HARIDA; VA- CATING AND ABANDONDIG.CERTAIN ALLEY OR ALLEYWAYS AS DEEIIUBEDHEREIN, WITHIN 6!00(156 QTY OF OKEECHOBEE, AS RECORDED IN PLAT BOOKS, PAGE 5 OF TFE PUBLIC RECORDS OFOICffO OBEE COUNTY, ROR DA; RESERVING IINTDTHE QTY ITS SUCCESSORS AND ASSIGNS A NON-13CCLLEIVE'EASEMENT FOR PUNIC CLERK TO RECORD THEEOORDD//N THE PUBLIC RECORDSTHE OFOF THE QERICOFTHE t1RQIITCOORrINAND FOR OKEECHOBEE =N- IY, FLORIDA; PROVIDING FOR CONFLICT; PROVIDING FOR SEV- ER BIIITT;PROVIDINGFORANHFEQ1VEDATE Rstt-of-WiyAbardorurert 140.19-031-P strutted b/Setie Upof sky, PE; Sail east Imestments,bronbaalcfthepcoperyamgsR Managanert.I1L; Dahl R Watford; and 205 N. Pmol Ave Fbkir15U, Ur, towels totedethe 15-footwtkEast toNImt akeyivey lytig belmen Ids 1b6and 7to12ofBieck 156;MYOF Book5,Pax 5, Filet Rexrds, a:tied-thee l WestNafhPa: gstr� 003 ears, bmited Inthe200 Al members of the pubic ore enmuaged to attend and participate In sail Ha?;fig.ThepmposelC ckier:rem.,bei hIse,rtMybymerdais oftheputfcatthe Cff:eofthe W d =pot bAne$boils, Mon- F4RODAM430PM,e eptfcehoFdels • ANY PERSON DOING TD APPEAL ary dedsbri nada by the ay Ccnad wth named toady notter mrsHaed attt a nadirg wi! need to en - Sire a verbatim atin record of the pry Is math and the land irides the yand eotdame upon Withtheappealw0bebasedIna croe wet the AmertareswIhD Ad(At ),an/perso(1 wihadsgerRyas defiled b/ the AM; that reeds spadel auauI.&iM be participate In this �cob:I the Cly Canis Otte no titer than bio bu�w$ days pier , 863-76333!1; • BE ADVISED tfatshafd you Intend to stnvvary doomiai pirthze Video or Fars to the CuudInsupport oropposLontoaryhem oothe agenda, a ropy dthe tier:miry pidtre, vitoder Item MUSTbeprovidedtothe ay Oakfortheayb .: ? toneGenfolea,CMC �Ci :rrc CN 2/42019 Email Transmittal CITY OF OKEECHOBEE Office of the City Clerk* 55 SE 3rd Avenue * Okeechobee, FL 34974 863-763-3372 ext. 9814 To: Independent Newspapers, Inc. — Okeechobee News - Ad Dept. Attention: Janet Levy, jlevy©newszap.com From: Bobbie Jenkins, Deputy Clerk, bjenkins@cityofokeechobee.com Ad Type: Legal Publish On: Sun, 12/30/18 Proof of Affidavit(s): 1 Authorized By: Date: Email Date/Time: Ad/Order# Amount $: Proofed By: Date to Finance: Draw#: PO#: Check #: Mailed On: CITY OF OKEECHOBEE PUEILIC NOTICE RIGHT-OF-WAY ABANDONMENT NOTICE IS HEREBY GIVEN that a PUBLIC HEARING will be held before the City of Okeechobee Planning Board on Thur., January 17, 2019, at 6 PM, or as soon thereafter as possible, at City Hall, 55 SE 3rd Avenue, Council Chambers, Rm 200, Okeechobee, FL, to consider and receive input on Abandonment of Right -Of -Way Petition No. 19 -001 -AC, submitted by Steve Lipofsky, P.E.; Southeast Investments, Inc. on behalf of the property owners JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. Petition No. 19 -001 -AC requests to vacate the 15 -foot wide East to West alleyway lying between Lots 1 to 6 and 7 to 12 of Block 156; CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records, Okeechobee County, containing approximately 0.09+/- acres. The Petition may be inspected at the address above during regular business hours, Mon -Fri, 8 AM - 4:30 PM, except for holidays. The public is encouraged to attend. The Planning Board will offer a recommendation to the City Council, tentatively scheduled for 6 PM on February 5, 2019 (First Reading) and Public Hearing on February 19, 2019 (Final Adoption). ANY PERSON DECIDING TO APPEAL any decision made by the Planning Board with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Office no later than two business days prior to proceeding, 863-763-3372. BE ADVISED that should you intend to show any document, picture, video or items to the Planning Board in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Board Secretary for the City's records. BY: Zoning Administrator Marcos Montes De Oca, Petition No. 19 -001 -AC Client CITY OF OKEECHOBEE Bobbie X9814 Address 55 SE 3RD AVE AD # Account# Class Start Date End Date Run Dates Pubs Order # OKEECHOBEE, FL 34974 314087 214314 5005 01/30/19 02/05/19 8 Lake Okeechobee News, Newszap Florida Phone EMail Fax Requested By PO # Created By Creation Date Dimensions Price (863) 763-3372 bjenkins@cityofokeechobee. com CITY OF OKEECHOBEE Bobbie X9814 City Council Mtg JLEVY 01/28/2019 2 X 2.194 $55.08 Sales Rep Janet Levy Phone EMail Fax (302) 741-8273 jlevy@newszap.com In dep endent cull 302.741.8,213'7 800.4 82.87186 lievrnmedia Inc. USA 877.223.17103 Printing / Publishing 1 Digital clasmuie@new.com p eom Delaware • Florida Maryland Proof CITY OF OKEECHOBEE PUBLIC NOTICE CITY COUNCIL MEETING NOTICELS HEREBY GIVEN that the Gly Candi for the OryofOkeec alae will conduct a regular meeting on Toes, Feb. 5, 2019, 6 PM, or as sox thereafter as possible, at Cm' Hal, 55 SE 3rd Ave, Rrn 200, Okeectebee, R The public is invited and encouraged to attend. The agenda may be obtained from dtyofdc iobee.com or by °Am the Office d to Gly Administrator, 863-763-3372 act 9812. ANY PERSON DECIDING TO APPEAL any dei6x made by to Oty Cantil wth respect to any matte- considered at tis meeting wil need to en- sure a verbatim recut of the I:c arrli g is made and the record includes the testimony and evidence upon which the appeal wil be basal. In =dance with the Americas with Disabilities Act (ADA), ari; pesorh wth a diabiity as dined by the ADA, that needs special amommodeiona to participate in this proceeding md rthe OtyOak's Office no later than Nvo business days prior In p x 8rg, 863-763-3372 ed. 9814. BE ADVISED that should you intend to show arty docvnat, pcbhre�� a or Berns to the Council inncsupport or opposition to arty iron x the Oak fa theof the docu remrds. video, or den MUST be porided to the City 40Ma Dowing R. 9Watord,Jr. RIWSMEDIA INC. li' STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County,Florida, that the attached copy of advertisement being a \ i,t.-t1-,c.RC. Int k L in the matter of !lt�� L' -tor d G7'\ -in in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. l Katrina Elsken Sworn to and subscribed before me this ?' day of 0t.6� to (i -i� L j AD Notary Public, State of Florida at Large 4,1 C Y Pr oil er.;., ANGIE BRIDGES ..f ? MY COMMISSION # FF 976149 :a EXPIRES:April 20, 2020 'o::; 0P. Bond©d Th ii Notary Public UrdeIwriters —.- Lake Okeechobee_N;ews 107 SW 17 Street, Stijt }1 Okeech.: -�lorida 349, CITY OF OKEECHOBEE PUBLIC NOTICE RIGHT-OF-WAY ABANDONMENT NOTICE IS HEREBY GIVEN that PUBLIC HEARING wll be held before the Oly d Okeechobee Planning Board on Thur., January 17, 2019,at6PM c soon onthemfleraspcwbte,atQtyHall,55SE3rd Avenue, CounChand�ers, Rm 200, Okeedabee, FI, to macer and temnemuton Abandonmentd RigFt-0f Nk, FE#fion No. 19 -001 -AC, bySLevaDoor*,RE; Southeast Lnestmerls,Inconbealf of the property owners Mass Management, ILC; David R Watford; and 205 N. Parrot Ave. holdings, LLC mon No. 19-0014Creqratrlovarahathe 15bfootwide East to West alleyway ding between Lots 1 to 6 and 7 to 12 of Mod( 156; QTY OF OKEECHOBEE, Pkat Bode 5, Page 5, Public Records, OkeedidleeComity, containing apprmdnatrely 0.09+/- aces. The Pehlionmaybeirepecndattheaddressaboveduringregularbus- rr hours, Mon-Fri,8AM-4:30 PM, oce tforholdays.Thepubliccsen- couraged to attend. The Flaming Board will offer a ramrmrerdahon ID the City Cared, ter five y eztu Tiled fa 6 PM on February 5,2019 (First Reading) and Public Hearing on February 19, 2019 (Fret Adoption). ANY PERSON DECIDING TO APPEAL any do ion made by the Plarrirg Board with rwal to any nattier considered at this meeting will need to ensure a verbatim record of the promedrg is made and the ramrd'ndudes the testimony and evidence upon which the appeal w9 be based. In armrdanze with the Americans MI Daatalties Ad (ADA), any pawn with a dhsabdky as defined by the AAA, that needs special accommodation to parbdp to in this proceeding, contact the General Services Office no later than two business days prior to proceeding, 863- 763-3372. BE ADVISED that should you intend to show any document, picture, video or barnstothe PlannirgBoard insupport oropposition toany barn on the ag a copy of the document, prture, video, ar item must Le prow dad tothe Board Smeary for the Qt's records. BY: Zoning Administrator Marrs Montes De Oca, Fteibi No. 19 -001 -AC 309870 ON 01/9/2019 1IDEPENDENT NEWSMEDIA INC. USA Lake Okeechobee News 107 SW 17th Street, Suite D Okeechobee, Flori '309,71 / 863-763-e. 4� STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that -the attached copy of advertisement being a (-U'JWL ��'�<< i in the matter of in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Sworn to and subscribed before me this day of 'i2k.I,(5--4`Lt a-0Id( Notary Public, State of Florida at Large LtL1 ��41,4 AD CITYOFOBE•EaIOBEE PUBLIC NOTICE RIGHT-OF-WAY ABANDONMENT NOTICE 15HEREBYGIVH1 theta PUBLIC HEARING wit be heti before Bre City ofOleednbee Flaming Board co 'Blur, ianuaryr 17, 7019, at 6 PM, a as soon Btenaafter as at (1y Hai, 55 5E 3rd Avenue, Coud Carrbas,Pon288,Olaadxb .Ft, toofd and :mete hputonAbai- O net of RiPMX- ayy Pathan hb. 1901 -AC. a6mited by S 2 e sky, P.E; Salim1 ne brats, Bic on behalf a�Maraganent, LIE; CoviRWatord;ard205N.Ate U Fettart No. 19 -001 -AC requests to vamte the 15faot wife Hast to %Mast dmsbatmen 5i6�7 to 12CBbdc 156; tol+e$�tBook Page 5,Pt660 * ,otee ary, mu- tatingaFP '0.09+haoes The,tt may beh:ededatBefore.$abate dungRegular Mus, ni he 8 AM -430 FM, apt aor ,nriiuordays The i larc Is encouraged ID tetathe The bled for nafterer 5,2019t�tbnhrtheCRyOn+n1, 'sdt�IMfior6PMonFefxtery5 2019(Fist Raadrg)and Pubrr Hearing on February 19, 2019 (FinalAdaplbn). ANY PERSON Dt D1NGTOAPPEALarycimisontradebyBrePamig Board wth re:part to any nailer considered at this meting wit need to en- sue a verbatim :mad dee p meacltg is made and Bre record nodes the testitary and eAoeno= upon whin the appeal wi be based. In =dance wth Be Arneri ams wth DLehtities Pd (ADA), aly par wth a cb0ty as defined try Be AAA, that needs spacial ...tin , Gnat to participate h this prooead,g,863- 33722 no tater than hw�w� brdays prbr to BEADVISED that should you intend to drawarydoarna pidug video or tens to the Planning Board InstpFatoroppasdon toanyKlan cu Baagetda, ac mowf too Vdeo,orkmist BY. zoning Admhistrator Marcos Monts De Om, Petition No.19W01•AC 30813301 12/302018 Bobbie Jenkins From: Bobbie Jenkins Sent: Thursday, January 31, 2019 3:54 PM To: kdandrea@bohlereng.com; crogers@bohlereng.com; slipofsky@ferbercompany.com; jweaver@bohlereng.com; flb180057@nf.bohlereng.com Cc: Lane Gamiotea; Patty Burnette Subject: City of Okeechobee February 5, 2019 City Council Meeting Agenda Attachments: Agenda 02 05 19 Ex 3.pdf; Agenda 02 05 19 Ex 4.pdf; Agenda 02 05 19.pdf Tracking: Good Afternoon, Recipient kdandrea@bohlereng.com crogers@bohlereng.com slipofsky@ferbercompany.com jweaver@bohlereng.com flb180057@nf.bohlereng.com Lane Gamiotea Patty Burnette Read Read: 2/4/2019 11:02 AM This serves as your official notice for the First Reading of Petition No. 19-001-R and No. 19 -001 -AC. Attached is a copy of the February 5th City Council Meeting agenda as well as Exhibits 3 and 4. Your items are IX.B and IX.C. The meeting begins promptly at 6 p.m. Please call us if you have any questions or if you can not attend. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Sent: To: Cc: Subject: Attachments: Tracking: Good Afternoon Bill, Bobbie Jenkins Thursday, January 31, 2019 2:08 PM Bill Brisson; LaRue - Gloria Lane Gamiotea; Patty Burnette February 5, 2019 Council Meeting Agenda & Exhibit Items Agenda 02 05 19.pdf; Agenda 02 05 19 Ex 1.pdf; Agenda 02 05 19 Ex 2.pdf; Agenda 02 05 19 Ex 3.pdf; Agenda 02 05 19 Ex 4.pdf Recipient Read Bill Brisson LaRue - Gloria Lane Gamiotea Read: 2/1/2019 1:31 PM Patty Burnette Read: 1/31/2019 2:20 PM Attached is the February 5th Council meeting agenda and exhibit items for your records. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Patty Burnette From: Patty Burnette Sent: Friday, January 11, 2019 3:03 PM To: Kimberly D'Andrea (kclandrea@bohlereng.com); Christopher Rogers (crogers@bohlereng.com); Steven Lipofsky (slipofsky@ferbercompany.com) Subject: January 17, 2019 Planning Board Meeting Attachments: Agenda January 2019.pdf; 19-001-AC.pdf; 19-001-R.pdf; 19-002-SE.pdf Importance: High Good Afternoon. Please be advised that the Planning Board of the City of Okeechobee will be considering Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres AND Rezoning Petition No. 19-001-R, from Commercial Business District to Heavy Commercial for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street, for the proposed use of a convenience store with fuel pumps AND The City of Okeechobee Board of Adjustment will be considering Special Exception Petition No. 19 -002 - SE, to allow a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street ALL on Thursday, January 17, 2019 at 6:00 p.m., oras soon thereafter as possible, in the City Council Chambers. A copy of the Planning Board/Board of Adjustments Agenda is attached, along with copies of the Staff Reports. Should you have any questions, or if you, or a representative, cannot attend this meeting, please just let me know. If I haven't included someone in the email who needs this information, please forward it on. Thank you, Patty Patty M. r3 1-e' general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, 'FL 34974 gel 863-763-3372 Direct: 863-763-9820 Tax: 863-763-1686 e -mad yburnette@cityofokeechobee.com website: www.cityofokeechiobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 Patty Burnette From: Patty Burnette Sent: Friday, January 11, 2019 3:03 PM To: Kimberly D'Andrea (kdandrea@bohlereng.com); Christopher Rogers (crogers@bohlereng.com); Steven Lipofsky (slipofsky@ferbercompany.com) Subject: January 17, 2019 TRC Meeting Attachments: TRC Agenda 011719.pdf; 19-001-AC.pdf; 19-001-TRC.pdf Importance: High Good Afternoon. Please be advised that the Technical Review Committee of the City of Okeechobee will be reviewing Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres, AND Site Plan Review Application No. 19 -001 -TRC, construction of a proposed 6,119 -square foot Wawa convenience store, with vehicle fueling positions located in the 200 Block of Northwest Park and 2nd Streets, Okeechobee, FL, Lots 1 to 4 and 7 to 12 of Block 156, TOWN OF OKEECHOBEE/CITY OF OKEECHOBEE, as recorded in Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County ALL on Thursday, January 17, 2019 at 10:00 a.m. in the City Council Chambers. A copy of the Technical Review Committee Agenda is attached, along with a copies of the Planning Staff Reports. If you have any questions, please just let me know. If I haven't included someone in the email who needs this information, please forward it on. Thank you, Patty Po -41-9 M. 6t-rfrue- te' general Services Coordinator 1 City of Okeechobee 55 Southeast arc( venue Okeechobee, TL 34974 TeC 863-763-3372 Direct: 863-763-9820 'Fax: 863-763-1686 e-mail: yburnette@cityofokeechobee.com website: www.cityofokeechobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 1/14- eiria a 77) rti(�i r�dS � )7 Oci vis-Plre�,� Patty Burnette From: Christopher Rogers <crogers@bohlereng.com> re,5 pal n2.n.rC -4.j Sent: Wednesday, January 02, 2019 3:46 PM ()/ y ' 1\4 .�, To: Patty Burnette 1 �� Cc: flb180057@nf.bohlereng.com; Jonah Weaver; Kimberly D'Andrea; Steven Lipofsky bei\ ��5 Subject: RE: Okeechobee Wawa \' Attachments: 2018-12-25 - Wawa - Compiled Drainage Report.pdf; Re -Zoning Revised App Pages 6 7.pdf; Special Exception Pages 8 and 9.pdf Thanks Patty! Happy New Year!! At the hearings would you like for us to have a representative from Wawa? What About the Architect? Lastly should we have our traffic engineer there? We are planning to have a couple staff from Bohler (Jonah and I), the developer (Steve L) the landscape architect (Scott B) but we can invite any of the above as well as needed! �M84 4\ Will we be presenting a power point? Or does planning present at the hearings? Either way would you like us to put a power point together that identifies how we are meeting all criteria for the Alley abandonment, special exemption, and re -zone, and site plan, answering all the questions in the attachments and providing backup for each? tF,5� Also did you forward the revised calcs (attached) that better summarize the existing areas/existing drainage conditions 0. to the other planner, if not would you like us to? ,� ► L Thanks again for all your help and anything we can do to make the hearings go smoothly, just let us know!! Have a good day. Christopher Rogers, P.E. 1 Branch Manager 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-324-6960 1 crogers@bohlereng.com From: Patty Burnette <pburnette@cityofokeechobee.com> Sent: Wednesday, January 2, 2019 1:42 PM To: Steven Lipofsky <slipofsky@ferbercompany.com>; Christopher Rogers <crogers@bohlereng.com> Cc: flb180057@nf.bohlereng.com; Jonah Weaver <jweaver@bohlereng.com>; Kimberly D'Andrea <kdandrea@bohlereng.com> Subject: RE: Okeechobee Wawa Good Afternoon and Happy New Year everyone. have forwarded all the emails with information that I received while out of the office to the Planner for his review. He is currently working on the Staff Reports. Should he have additional questions, I'm sure he will send them along. Surrounding Property Owner notices are being mailed today and signs will also be 1 Patty Burnette From: Patty Burnette Sent: Wednesday, March 06, 2019 3:19 PM To: Steven Lipofsky (slipofsky@ferbercompany.com); Christopher Rogers (crogers@bohlereng.com) Subject: 19 -001 -AC, 19-001-R, 19 -002 -SE Attachments: PB Minutes 011719.pdf Good Afternoon. This email is to officially advise you that the Planning Board of the City of Okeechobee made a motion to recommend approval to the City Council for Abandonment of Right -of -Way Petition No. 19 -001 -AC to abandon the 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, containing 0.09± acres. and for Rezoning Petition No. 19-001-R from CBD to CHV for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street, for the proposed use of a convenience store with fuel pumps. In addition, the Board of Adjustment at its regular rneeting on January 17, 2019, approved your request to allow a convenience store with fuel pumps within a CHV Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street with the following special conditions: revise 11 on -street parking spaces from parallel to angled on the southside of Northwest 2nd Street and 2nd Avenue; the setback of the underground fuel tanks from the south property line, should at a minimum, be increased from the proposed 12.5 -feet to 15 -feet; add a 2 -foot landscape strip between the building and the loading zone; per Ms. O'Rourke's recommendation, the Applicant should quantify the existing queue on Northwest 2nd Avenue to ensure that there is no back-up onto North Park Street/SR70 as vehicles attempt to turn into the Wawa; provide irrigation for the perimeter landscaping; provide to the OUA corrections to plans for layout and line materials; provide required slope measurement on driveways so not over 13 percent; need contact information for the company that provides the emergency generator services for Wawa; need type of building construction identified on plans; flow test needed for water capabilities; relocation of FDOT traffic cabinet for the street lighting on North Park Street/SR70; landscape islands on Northwest 2nd and 3rd Avenues and 2nd Street; approval is conditioned upon approving Right -of -Way Abandonment Petition No. 19 -001 -AC and Rezoning Petition No 19-001-R; and fuel deliveries shall be performed during non -peak traffic hours. There are two important timelines you need to be aware of regarding Special Exceptions. Per Sec. 70-348(4) of the City Land Development Regulations, Special Exception use; variance. Special Exception use and variance approvals shall have a valid period of not more than two years, prior to which a building permit application must be submitted or the approval shall lapse. Per Sec. 70- 373(f), Nonuse. If the special exception use granted by the board of adjustment should fail to exist or fail to be used for a continuous period of 180 days, then such use shall lapse and the current owner be required to reapply as provided in this division. In case of hardship, where the loss of such special exception would materially affect the integrity of any mortgage or other financing arrangement on the subject real property, the board of adjustment may consider such hardship in granting a renewal of such special exception. A copy of the Planning Board Minutes from the January, 17, 2019 Meeting is attached for your information. Should you have any questions, please let me know. Thank you, Patty Paitf y M. 61A-meitte, genera/Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, AFL 34974 Ter 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e-mail yburnette@cityofokeechobee.com -website: www.cityofokeechobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 Patty Burnette From: Patty Burnette Sent: Friday, March 01, 2019 11:54 AM To: Steven Lipofsky (slipofsky@ferbercompany.com); Christopher Rogers (crogers@bohlereng.com) Subject: Application No. 19 -001 -TRC & Abandonment of ROW Petition No. 19 -001 -AC Attachments: TRC011719 Minutes.pdf Importance: High Good Afternoon. This is the official notice for your records. Please be advised, Site Plan Review Application No. 19 -001 -TRC, in regards to the construction of a proposed 6,119 -square foot Wawa convenience store, with fuel pumps located in the 200 Block of Northwest Park and 2nd Streets, Okeechobee was approved at the January 17, 2019 Meeting with the following conditions: 1. Revise 11 on -street parking spaces from parallel to angled on the southside of Northwest 2nd Street and 2nd Avenue. 2. The setback of the underground fuel tanks from the South property line, should at a minimum, be increased from the proposed 12.5 -feet to 15 -feet. 3. Add a 2 -foot landscape strip between the building and the loading zone. 4. Per Ms. O'Rourke's recommendation, the Applicant should quantify the existing queue on Northwest 2nd Avenue to ensure that there is no back-up onto North Park Street/SR70 as vehicles attempt to turn into the Wawa. 5. Provide irrigation for the perimeter landscaping. 6. Provide to the OUA corrections to plans for layout and line materials. 7. Provide required slope measurement on driveways so not over 13 percent. 8. Need contact information for the company that provides the emergency generator services for Wawa. 9. Need type of building construction identified on plans. 10. Flow test needed for water capabilities. 11. Relocation of FDOT traffic cabinet for the street lighting on North Park StreetISR70. 12. Landscape islands on Northwest 2nd and 3rd Avenues and 2nd Street. 13. Approval is conditioned upon approving Right -of -Way Abandonment Petition No. 19 -001 - AC, Rezoning Petition No 19-001-R and Special Exception Petition No. 19 -002 -SE. Please be advised that the Technical Review C-ommittee of the City of Okeechobee made a motion to recommend approval to the Planning Board for Abandonment of Right -of -Way Petition No. 19 -001 -AC to vacate the 15 -foot wide East to West alleyway lying between Lots 1 to 6 and 7 to 12 of Block 156, CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records, Okeechobee County, containing approximately 0.09± acres. also am sending the following for your information: Sec. 70-348. Effective time limit on approvals. Approvals granted in conformance with these regulations shall be effective for a period of time as provided in this section: (2) Expiration of site plan approval. Site plan approval shall have a valid concurrency"period of two years, prior to which a building permit application must be submitted to maintain concurrency; an extension of one year at a time may be issued by the planning board. A copy of the TRC minutes are attached. Please forward to anyone else who may need this information. Should you have any questions, please just let me know. Thank you, Patty Pafty M. 6wtrvteMf1-em genera( Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, TL 34974 dei 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e maid yburnette@cityofokeechobee.com -website: www.cityofo&eecho6ee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 SHARON ROBERTSON CLERK & COMPTROLLER OKEECHOBEE COUNTY, FLORIDA 312 N.W. 3 STREET, SUITE 155 OKEECHOBEE, FL 34972 863.763.2131 REF: DATE:2/20/2019 TIME:9:30:15 AM RECEIPT: 2019001421 CITY OF OKEECHOBEE ACCOUNT #: 0 ITEM - 01 GOV RECD: 2/20/2019 9:30:15 AM FILE: 2019001748 BK/PG 0 820/263 CITY OF OKEECHOBEE SOUTHEAST INVESTMENTS INC Recording Fees Subtotal 36.50 TOTAL DUE PAID TOTAL PAID CASH CASH RETURNED $36.50 $40.00 $40.00 ($3.50) REC BY: F Conner DEPUTY CLERK www.clerk.co.okeechobee.fl.us 36.50 Bobbie Jenkins From: Bobbie Jenkins Sent: Wednesday, February 20, 2019 12:20 PM To: 'kdandrea@bohlereng.com'; 'crogers@bohlereng.com'; 'slipofsky@ferbercompany.com'; jweaver@bohlereng.com'; 'flb180057@nf.bohlereng.com' Cc: Lane Gamiotea; Patty Burnette Subject: City of Okeechobee adopted Ordinances Attachments: 1179 #19-001-R CBD to HC.pdf; 1180 #19 -001 -AC Abandonment of Right of Way.pdf; 2019-02-05 City Council minutes.pdf Good afternoon, The Council approved Ordinance No. 1179 (#19-001-R) and Ordinance No. 1180 (#19 -001 -AC) at last night's meeting. have attached a copy of the fully executed, recorded ordinances, as well as a copy of the February 5, 2019 meeting minutes. Once the February 19, 2019 meeting minutes are approved, I will forward those on as well. Please let us know if you have any questions. Have a great day! Bobbie J. Jenkins Deputy Clerk City_of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Gil Culbreth <gil@gilberthasit.com> Sent: Wednesday, February 20, 2019 12:19 PM To: Bobbie Jenkins Cc: Lane Gamiotea Subject: Re: Wawa Ordinances Thank you Bobbie! On Wed, Feb 20, 2019 at 12:12 PM Bobbie Jenkins <bjenkins@cityofokeechobee.com> wrote: Mr. Culbreth, Attached, for your records, are the following items that were adopted at the City Council meeting Tuesday, February 19th: Ordinance No. 1179 (19-001-R WaWa) Ordinance No. 1180 (19 -001 -AC WaWa) Also, for your records, is the approved February 5, 2019 City Council meeting minutes. Once the February 19, 2019 City Council meeting minutes are approved, I will forward those along. Please let Lane know if you have any questions. Have a great day! Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3`d Avenue 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Wednesday, February 20, 2019 12:28 PM To: Property Appraiser - Mickey Bandi; Celeste Smith Cc: Lane Gamiotea Subject: City of Okeechobee Ordinance No. 1180 Attachments: 1180 #19 -001 -AC Abandonment of Right of Way.pdf Good afternoon, Attached you'll find Ordinance No. 1180, adopting Abandonment of Right -of -Way Petition No. 19 -001 -AC. This copy is for your records. Should you have any questions, please contact our office. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Wednesday, February 20, 2019 12:23 PM To: Bill Brisson; 'Ben Smith' Cc: Lane Gamiotea; LaRue - Gloria; Patty Burnette Subject: Adopted Ordinances from 2/19 meeting Attachments: 1178 #18 -002 -SC Abandonment of Right of Way.pdf; 1179 #19-001-R CBD to HC.pdf; 1180 #19 -001 -AC Abandonment of Right of Way.pdf; 2019-02-05 City Council minutes.pdf Attached for your records are the following fully executed, recorded ordinances: • Ordinance No. 1178 (#18 -002 -SC) • Ordinance No. 1179 (#19-001-R) • Ordinance No. 1180 (#19 -001 -AC) Also, I have attached a copy of the approved February 5th council meeting minutes for your records. Once the February 19th minutes are approved, I will forward those along as well. I have copied Ben in on this email just so I may get used to sending him the information. Have a great day! Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Friday, February 15, 2019 8:18 AM To: Bill Brisson; LaRue - Gloria Cc: Lane Gamiotea; Patty Burnette Subject: February 19, 2019 Council Meeting Agenda & Exhibit Items Attachments: Agenda 02 19 19 Ex 1.pdf; Agenda 02 19 19 Ex 2.pdf; Agenda 02 19 19 Ex 3.pdf; Agenda 02 19 19.pdf Tracking: Good Morning Bill, Recipient Read Bill Brisson LaRue - Gloria Lane Gamiotea Read: 2/15/2019 8:27 AM Patty Burnette Read: 2/15/2019 8:30 AM Attached is the February 19th Council meeting agenda and exhibit items for your records. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Friday, February 15, 2019 9:20 AM To: 'Gil Culbreth' Cc: Lane Gamiotea Subject: February 19th City Council Meeting information Attachments: Agenda 02 19 19 Ex 2.pdf; Agenda 02 19 19 Ex 3.pdf; Agenda 02 19 19.pdf Tracking: Mr. Culbreth, Recipient 'Gil Culbreth' Lane Gamiotea Read Read: 2/15/2019 12:38 PM Attached, for your records, are the following items that will be considered for Final Public Hearing at the City Council meeting Tuesday, February 19th: Ordinance No. 1179 (19-001-R WaWa) Ordinance No. 1180 (19 -001 -AC WaWa) Please let Lane know if you have any questions. Have a great day! Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Thursday, February 14, 2019 4:26 PM To: Marcos Montes De Oca; John Cook; India Riedel; Terisa Garcia; Police - Chief Bob Peterson ; Fire - Fred Sterling ; Sue Christopher; Fire - Herb Smith Cc: Lane Gamiotea Subject: Special Magistrate Contract Attachments: Azcona, R. Contract.pdf Attached is the fully executed Special Magistrate Contract approved at the January 15, 2019 Council meeting. My apologies for the delay, but I thought this was sent out. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 9814 Direct: (863) 763-9814 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Checklist for Abandonment of Ri ht -of -Way Petition No. I9 -00j- l - Required Information and Attachments Date Rcv'd Ck'd 1 Application fee (non-refundable) $600.00 Note: (Resolution No. 98-11) Schedule of Land Development Regulation Fees and Charges When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the city on the application, the applicant shall pay the actual costs. 1-1 2 Completed and signed petition 3 Copy of recorded deed of petitioner as well as any other property owner whose property is contiguous to the right-of-way. t a 1`.€ ?, t/ 4 Letters of Consent or Objection. (If more than one property owner is involved and they are not signing the petition). 193-i-16 5 Location map of subject property and surrounding area within 100' (See Information Request Form attached) and dimensions of right-of-way. la -ti -(L / 6 List of all property owners within 300' of subject property (See Information Request Form attached) '`',-'I-;rs 7 Site Plan of property after abandonment. (No larger than 11x 17) 8 Utility Companies Authorization Form. (See attached) id `r, 9 Copy of recorded Plat of the Subdivision where right-of-way exists no Larger than 11x17. (Can be obtained from the County Clerk's Office, Court House) a t -j ,b t/ FEND1CS I TAMS Patty Burnette From: Sent: To: Subject: Patty Burnette Friday, December 14, 2018 12:59 PM 'Steven Lipofsky' RE: Okeechobee Wawa submittals Consent letter for Lots 5 and 6 along with copies of Warranty deeds for Lots 5 & 6 'Authorization Sign off by the Hamrick Trust / On the bottom of the Abandonment of ROW application there is a question that asked what the purpose of the ROW abandonment is and we need that filled in. For the Rezoning there are two pages of questions that need to be answered as well as two pages of questions for the Special Exception. We have been waiting on these for a while and the Planner uses this �Ca ' formation in preparing his Staff Report. Please send the answers in word format if possible. his is what I can think of, hopefully I am not forgetting anything. Thank you, Patty patty M. 131mrfr e,He' general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, EL 34974 Tel: 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e-mail: y6urnette@cityofokeechotee.com website: www.cityofokeechobee.com 1 1°411 J.toOkEtd .J Mo c. coy.& Sabyril con Stn -f-- torti, Patty Burnette From: Sent: To: Cc: Subject: Patty, Steven Lipofsky <slipofsky@ferbercompany.com> Tuesday, December 11, 2018 10:39 AM Christopher Rogers; Patty Burnette; Patrick Dolezal Kimberly D'Andrea; Jonah Weaver; John Lapointe RE: Okeechobee Wawa submittals 4 etit I just found out that JMASS (owner of Lot 6) is purchasing Lot 5 from RH Barber this Thursday. With that said, we should just need the signed Letter of Consent from JMASS consenting to closing alley adjacent to Lot 5 & 6 right? Power of Attorney & Letter of Authorization for Lots 5 & 6 shouldn't be needed as we're not changing anything on their property and the existing alley is owned fee simple by Hamrick. Please confirm. We can also provide a copy of the deed as soon as it's available. Steve Lipofsky, PE I Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompanv.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Christopher Rogers <crogers@bohlereng.com> Sent: Monday, December 10, 2018 11:45 PM To: Patty Burnette <pburnette@cityofokeechobee.com>; Patrick Dolezal <pdolezal@ferbercompany.com>; Steven Lipofsky <slipofsky@ferbercompany.com> Cc: Kimberly D'Andrea <kdandrea@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com>; John Lapointe <jlapointe@bohlereng.com> Subject: RE: Okeechobee Wawa submittals Thanks Patty! Do we also need the POA and LOA in addition to the LOC for Lots 5 and 6? Will we need a surveyor to provide legal description for those lots too or is does the attached cover it? Also if there is anything else you need just reach out to Kim, Jonah, or I anytime. Appreciate all your help! Patrick / Steve, See below email and attachments, can you obtain signatures for lots 5 and 6 (6 is a little easier with Jeffery Fadley owning that one too). Also we need the sign off from Hamrick trusts, I thought we had that one, but couldn't locate on our server, so if we somehow misplaced our apologies. Send when you can. Thanks all! Christopher Rogers, P.E. Branch Manager 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-324-6960 1 crogers@bohlereng.com 1 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We,, R H Barber (Estate) (insert me(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: Parcel ID# 3-15-37-35-0010-01560-0050 (Lot 5, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida) (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: Property located on NW. 2nd Street. The Alley located on the south property line for lot 5, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com information) Signature of Property Owner Signature of Property Owner Printed Name Printed Name STATE OF COUNTY OF The foregoing instrument was acknowledged before me this (date) by who is personally known to me or who produced as identification and who did (did not) take oath. (Seal) (Notary Public signature) Commission No. (Name of Notary typed, printed or stamped) ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/\Ne, JMass Management LLC. (insert name(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: Parcel ID# 3-15-37-35-0010-01560-0060 (Lot 6, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida) (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: Property located on SEC of NW 2nd Street and NW 3rd Ave. The Alley located on the south property line for lot 6, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com information) Signature of Property Owner Signature of Property Owner Printed Name Printed Name STATE OF COUNTY OF The foregoing instrument was acknowledged before me this (date) by who is personally known to me or who produced as identification and who did (did not) take oath. (Seal) (Notary Public signature) Commission No. (Name of Notary typed, printed or stamped) Patty Burnette From: Christopher Rogers <crogers@bohlereng.com> Sent: Monday, December 10, 2018 11:45 PM To: Patty Burnette; Patrick Dolezal; Steven Lipofsky Cc: Kimberly D'Andrea; Jonah Weaver; John Lapointe Subject: RE: Okeechobee Wawa submittals Attachments: 3.3 Jeffery Fadley-JMASS - LOC .pdf; 3.4 Jeffery Fadley-JMASS - POA.PDF; 3.5 Jeffrey Fadley JMass - LOA.PDF; 3.6 R H Barber - Estate - LOC.PDF; 3.7 R H Barber Estate - LOA.PDF; 3.8 R H Barber Estate - POA.PDF Thanks Patty! Do we also need the POA and LOA in addition to the LOC for Lots 5 and 6? Will we need a surveyor to provide legal description for those lots too or is does the attached cover it? Also if there is anything else you need just reach out to Kim, Jonah, or 1 anytime. Appreciate all your help! Patrick / Steve, See below email and attachments, can you obtain signatures for lots 5 and 6 (6 is a little easier with Jeffery Fadley owning that one too). Also we need the sign off from Hamrick trusts, I thought we had that one, but couldn't locate on our server, so if we somehow misplaced our apologies. Send when you can. Thanks all! Christopher Rogers, P.E. Branch Manager 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-324-6960 1 crogers@bohlereng.com From: Patty Burnette<pburnette@cityofokeechobee.com> Sent: Monday, December 10, 2018 9:43 AM To: Christopher Rogers <crogers@bohlereng.com> Cc: Kimberly D'Andrea <kdandrea@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com>; John Lapointe <jlapointe@bohlereng.com> Subject: RE: Okeechobee Wawa submittals Importance: High Good Morning. Thank you for all the attached information. 1 will look it all over and get back to you with any questions. I can forward the email and attachments to the Planner for his records. While speaking with Bill Brisson late on Friday, we were going over the Alley Abandonment application, we noticed there are no consents for two parcels, Lots 6, owned by JMass Mgmt LLC, Parcel ID #3-15-37- 35-0010-01560-0060, and Lot 5, owned by R H Barber (Estate), Parcel ID #3-15-37-35-0010-01560-0050. We will need consent letters for these two Tots as well as copies of the Warranty Deeds. When a ROW is being petitioned to be closed all contiguous property owners must sign off. Also I did not see the sign off included in the attachments for the Hamrick Trust? I will be speaking with you later today. Thank you, Patty Patty M. 6wrvt-e te, general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 gel 863-763-3372 Direct: 863-763-982o Fax: 863-763-1686 e-mail: yburnette@cityofokeechobee.com website: www.cityofokeechobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 2 D e,u,ntl L,✓l`Fs Vl/lrts St�� Patty Burnette From: Patty Burnette Sent: Monday, December 10, 2018 9:43 AM To: 'Christopher Rogers' Cc: Kimberly D'Andrea; Jonah Weaver; John Lapointe Subject: RE: Okeechobee Wawa submittals Importance: High Good Morning. Thank you for all the attached information. I will look it all over and get back to you with any questions. I can forward the email and attachments to the Planner for his records. While speaking with Bill Brisson late on Friday, we were going over the Alley Abandonment application, we noticed there are no consents for two parcels, Lots 6, owned by JMass Mgmt LLC, Parcel ID #3-15-37- 35-0010-01560-0060, and Lot 5, owned by R H Barber (Estate), Parcel ID #3-15-37-35-0010-01560-0050. We will need consent letters for these two Tots as well as copies of the Warranty Deeds. When a ROW is being petitioned to be closed all contiguous property owners must sign off. Also I did not see the sign off included in the attachments for the Hamrick Trust? will be speaking with you later today. Thank you, Patty Patty M. 61,k,r teM-e✓ genera/ Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, EL 34974 T' [ 863-763-3372 Direct: 863-763-9820 i( also need_fo Knott) far p0 Roti aA bandor1,n l Lo ems. on QPPl�CaI-16Y1 ., 1 12/1042018 CO%�'rr o tJ PaPP 1r Okeechobee County Pro erty Appraiser updated: 12/6/2018 Parcel: 3-15-37-35-0010-01560-0050 « Next Lower Parcel Next Higher Parcel »' Owner & Property Info Search Results Gc0lr Parcel List Generator Owner's Name BARBER R H (ESTATE) Site Address 207 NW 2ND ST, OKEECHOBEE Mailing Address %LESLY JOLEEN FLEMING PER REP 200 NE 4TH AVENUE OKEECHOBEE, FL 34972 Description CITY OF OKEECHOBEE LOT 5 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.162 ACRES S/T/R 15-37-35 Neighborhood 518655.00 Tax District 50 DOR Use Code PROFESS SV (001900) Market Area 510 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $27,622.00. Ag Land Value cnt: (0) $0.00 Building Value cnt: (1) $49,564.00 XFOB Value cnt: (2) $2,284.00 Total Appraised Value $79,470.00 Sales History 2018 Certified Values Retrieve Tax Record Property Card 2018 TRIM (pdf) Interactive GIS Map «Prev GIS Aerial Search Result: 3 of 4 Print Next » 37 74 111 146 185 222 259 ft`' 2018 Certified Values Just Value $79,470.00 Class Value $0.00 Assessed Value $79,470.00 Exempt Value $o.00 Total Taxable Value $79,470.00 Show Similar Sales within 1/2 mile I Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode (Code List) Sale Price 3/21/2000 436/372 WD I U 03 $85,000.00 7/21/1998 409/431 WD I U 03 $0.00 12/1/1970 124/533 WD I U 03 $0.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Blt 1 Base S.F. Total S.F. Bldg Value Show Sketch 1 OFFICE (004900) 1976 1936 2146 $49,564.00 *Bldg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value Units Dims Condition (% Good) ASPH 2 COM SLB WL 1994 $519.00 0000480.000 0 x 0 x 0 PD (030.00) AFA W4 MTL FLR MT 2003 $1,765.00 0000165.000 15 x 11 x 0 PD (075.00) Land Breakdown Lnd Code 067 W P6 Desc SIDE STREE (MKT) Units Adjustments Eff Rate Lnd Value 0000050.000 FF - (0000000.162AC) 1.00/1.00/1.00/1.00 $552.44 $27,622.00 Okeechobee County Property Appraiser « Prev http://okeechobeepa.com/GISv1/ Search Result: 3 of 4 I Next >>._i updated: 12/6/2018 1/2 12/1G;2018 ( 1 f� ) f o`' c .E ro D Sear Results per Okeechobee County Prope Appraiser updated: 12/6/2018 Parcel: 3-15-37-35-0010-01560-0060 « Next Lower Parcel Next Higher Parcel » e & Pape tar Info 2018 Certified Values Parcel List Generator Retrieve Tax Record Property Card Owner's Name JMASS MGMT LLC Site Address 180 NW 3RD AVE, OKEECHOBEE Mailing Address 180 NW 3RD AVE STE A OKEECHOBEE, FL 349724118 Description CITY OF OKEECHOBEE LOT 6 BLOCK 156 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.162 ACRES S/T/R 15-37-35 Neighborhood 518655.00 Tax District 50 DOR Use Code PROFESS SV (001900) Market Area 510 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863-763-5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $27,622.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (1) $113,940.00 XFOB Value cnt: (4) $2,166.00. Total Appraised Value $143,728.00. Sales History 2018 TRIM (pdf) Interactive GIS Map Print « Prev GIS Aerial Search Result: 3 of 4 Next » 37 74 111 148 185 222 ?259 f4 701 certified Values Just Value $143,728.00 Class Value $0.00 Assessed Value $143,728.00 Exempt Value $0.00 Total Taxable Value $143,728.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp 1 Sale Qual Sale RCode (Code List) Sale Price 2/1/2018 807/1042 QC I U 11 $100.00 6/28/2013 732/1401 WD I Q 01 $199,000.00 2/1/1990 312/507 WD I U 03 $100.00 5/1/1978 217/235 WD V Q 0 x 0 x 0 $9,000.00 5/1/1978 217/233 WD V Q $4,000.00 Building Characteristics Bldg Sketch Bldg Item *Bldg Desc Year Blt Base S.F. Total S.F. Bldg Value Show Sketch 1 OFFICE (004900) 1979 4007 4183 $113,940.00 *Bldg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features & Out Buildings - ( Show Codes ) Code Desc Year Blt Value — Units Dims Condition (% Good) ASPH 2 COM SLB WL 1980 $1,545.00 0002400.000 0 x 0 x 0 PD (025.00) WAL4 C 5'CBS 2SID 1980 $413.00 0000040.000 0 x 0 x 0 PD (050.00) LNI1 LGHT INCD 2000 $90.00 0000001.000 0 x 0 x 0 PD (075.00) CONC B COM SLB WL 2005 $118.00 0000072.000 0 x 0 x 0 PD (070.00) Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 067WP6 SIDE STREE (MKT) 0000050.000 FF - (0000000.162AC) 1.00/1.00/1.00/1.00 $552.44 $27,622.00 Okeechobee County Property Appraiser http://okeechobeepa.com/GISv1/ updated: 12/6/2018 1/2 Patty Burnette From: Christopher Rogers <crogers@bohlereng.com> Sent: Monday, December 10, 2018 7:59 AM To: Patty Burnette Cc: Kimberly D'Andrea; Jonah Weaver; John Lapointe Subject: RE: Okeechobee Wawa submittals Attachments: Parcels 1, 2, & 3 Legal Descriptions.doc; Parcels 1, 2, & 3 Legal Descriptions.pdf; 1.0 Jeffrey Fadley-JMASS - LOC.PDF; 1.1 Jeffrey Fadley-JMASS - POA.PDF; 1.2 Jeffrey Fadley- JMASS - LOA.PDF; 2.0 Harper Clark - LOC.PDF; 2.1 Harper Clark - POA.PDF; 2.2 Harper Clark LOA.PDF; 3.0 David Watford - LOC.PDF; 3.1 David Watford - POA.PDF; 3.2 David Watford - LOA.PDF; 1 Abandonment of RoW Petition-Application.pdf; 1 Re -Zone App.pdf; 1 Special Exception. App.pdf Patty, See attached cleaned up forms and descriptions, covering the minor revisions requested below, primarily bringing information that was previously provided as an attachment. We have attached all the POAs, LOAs, and LOCs, along with the corrected Legal description and the three revised Applications (since the LOAs, LOCs, and POAs were modified). Please let us know if these are good to go now, or if you need anything else on this (Hard copies or revised USBs?) We will have the two word versions of the questions related to Rezoning and Special Exception Application wrapped up by COB Monday, later today. We thought that was for the actual hearing and presentations, and thought it said recommended only at this time. Finally, as I went through all documents on this submittal again, I numbered all documents and folders and added these to the Letter of transmittals, to help clarify where all documents are located as I am sure you have to send this information to multiple locations. Please download the 4 applications in the below link which has everything submitted, better organized and labeled, to help clarify all, open the Letter of transmittals and it will help you locate any document much faster and confirms everything provided. Download all associated files Should we forward this to Bill Brisson as well? Thanks again for all your help!! Have a good week. Christopher Rogers, P.E. Branch Manager 2255 Glades Road, Suite 305E 1 Boca Raton, FL 33431 P: 561-571-0280 1 M: 561-324-6960 1 crogers@bohlereng.com From: Jonah Weaver Sent: Friday, December 7, 2018 9:16 AM To: pburnette@cityofokeechobee.com Cc: Christopher Rogers <crogers@bohlereng.com>; Kimberly D'Andrea <kdandrea@bohlereng.com> Subject: RE: Okeechobee Wawa submittals Good Morning Patty, I apologies for the issues you brought to our attention, we are working on fixing this and getting revised documents back to you today. Kim is out of the office for the day so you will be receiving revised documents from me. If you have any questions feel free to contact me or Chris Rogers directly. Thanks so much for your patience, From: Patty Burnette<pburnette@cityofokeechobee.com> Sent: Thursday, December 06, 2018 1:24 PM To: Kimberly D'Andrea <kdandrea@bohlereng.com> Subject: RE: Okeechobee Wawa submittals Importance: High Hi Kimberly. For the Alley Abandonment: Unfortunately this will not work. We actually need the Consent Letter filled out which states the Property Owner, which property is owned and the correct description of the alley they are consenting to closing. And the information I spoke about below in regards to the Hamrick Trust. In regards to the Rezoning we need the following: • The Land Use Power of Attorney forms for David R. Watford and 205 N Parrot Ave Holdings LLC are filled out incorrectly. They need to reflect the property owner, mailing address, correct property address and parcel id number that goes with only that property owner. • On pages 6 & 7 of the application there are questions 1-9 that require answers. If you possibly have these in a word version that would be very helpful to email to us, thank you. In regards to the Special Exception we need the following: • The Land Use Power of Attorney forms for David R. Watford and 205 N Parrot Ave Holdings LLC are filled out incorrectly. They need to reflect the property owner, mailing address, correct property address and parcel id number that goes with only that property owner. • On pages 8 & 9of the application there are questions that require answers. If you possibly have these in a word version that would be very helpful to email to us, thank you. If you should have any questions, please just let me know. Thank you, Patty 2 Memorandum To: Patty Burnette, Lane Gamiotea, Bobbie Jenkins CC: Marcos Montes De Oca From: Bill Brisson, AICP Sr. Planner, LaRue Planning Date: December 18, 2018 Subject: Completeness determination, Wawa applications 19 -001 -AC: This Application is complete except for certain deeds and letters of consent about which the Applicant has been informed. 19 -001 -TRC This Application is complete except for impervious surface calculations for the site in its existing condition and the size of the signs shown in the plans and a response to my earlier question asking if there are any other signs proposed (e.g., ground signs, or pole signs). 19-001-R This Application is complete except that it lacks the required responses to the nine FINDINGS REQUIRED FOR GRANTING A REZONING identified on pages 6 and 7 of 11 in the Application. 19 -001 -SE This Application is complete except that it Tacks the required responses to the six STANDARDS FOR GRANTING A SPECIAL EXCEPTION on page 8 of 11 of the Application; and lacks the required responses to the eight FINDINGS REQUIRED FOR GRANTING A SPECIAL EXCEPTION on page 9 of 11 of the Application. Recognizing the City's interest in moving these Applications forward, and believing that the Applicant will provide the above information within a very short time; I suggest that the advertising for the hearings of these Applications be forwarded to the newspaper as required to meet the advertising deadlines for the schedule dates of each of the hearings. However, recognizing that the official deadlines for the submission of all required information have passed, if for any reason we are unable to provide a Staff Report to the City within the standard deadline of eight days before the scheduled hearing, said meeting will be opened and continued to a time certain by the reviewing body. In the meantime, we will work expeditiously to meet our deadlines as currently identified. providing planning and management solutions for local governments 1375 Jackson Street, Suite 206 Lort Milers, rL. 55901 239-334-3366 www.larueplannina.com CONSTRUCTION NOT APPROVED FOR FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: 18-010.34 SJB CR 12/3/18 NOTED LP_12-3-18.DWG L-2 C:\USERS\SBARBER\DOCUMENTS\DESKTOP 6-12-18\PROJECTS\SBD\BOHLER - 010\PROJECTS\18-010.34 WAWA (CITY OF OKEECHOBEE)\DRAWINGS\CAD\LP_12-4-18.DWG PRINTED BY: SBARBER 12.04.18 @ 6:42 AM LAST SAVED BY: SBARBER KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com AS SCALE: MIN. 120° 120° PLAN 120° CANOPY TREE SCALE: NTS 18" NOTES: 1. CONTRACTOR SHALL ENSURE ADEQUATE SOIL PERCOLATION FOR ALL TREE PITS PRIOR TO INSTALLATION. FOR PERCOLATION RATES LOWER THAT 1" PER HOUR A TREE SUMP WILL BE REQUIRED. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL PROTECT TREE WITH BLACK RUBBER HOSE. FLUORESCENT ORANGE SAFETY FLAGS ON ALL GUY WIRES #12 GAUGE DOUBLE TWISTED GALVANIZE WIRE OR APPROVED EQUAL 3" MULCH AS SPECIFIED MIN. 24" FROM TRUNK BERM SOIL TO HOLD WATER EXISTING SUBGRADE 2" X 4" X 3' WOOD STAKES OR APPROVED EQUAL PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. FINISHED GRADE ROOT BALL SET 3"-4" ABOVE FINISHED GRADE SHRUB AND GROUND COVER SCALE: NTS MIN. 12" NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 2. ALL PLANTING PITS SHOULD HAVE VERTICAL SIDES AND BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. PLANT MATERIAL SHALL BE INSTALLED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 4. WHERE GROUND COVERS ARE USED IN MASSES, THE ENTIRE BED SHALL BE EXCAVATED PRIOR TO RECEIVING PLANT MATERIAL AND PLANTING SOIL EXCEPT WHERE SPECIFIED. 5. ALL PLANT MATERIAL MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING 'X'. 6. PLANT MATERIAL INSTALLED ADJACENT TO STRAIGHT EDGES SHALL BE SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. THOSE INSTALLED ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE 12"-18" 18" MIN. 'X''X' 'X' PROVIDE A MINIMUM OF 18" SPACING BETWEEN DIFFERENT PLANT TYPES 18" SETBACK FOR ALL SHRUBS PLANTED 24" O.C. OR GREATER (12" SETBACK FOR ANNUALS AND GROUND COVER) CURB OR EDGE OF PAVEMENT 3" MINIMUM OF MULCH BERM SOIL TO HOLD WATER MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUND COVER BEDS EXCAVATE ENTIRE BED FOR GROUND COVER LOCATIONS FINISHED GRADE PLAN 12"MIN.EXISTING SUBGRADE EXISTING CONDITIONS MULCH PLANT BED LINE SOD APPLICATION SCALE: NTS TOP OF SOD TO BE FLUSH WITH PAVEMENT SIDEWALK OR OTHER PAVING MULCH APPLICATION SCALE: NTS PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS, SEE SPECIFICATIONS.) 3" MIN. MULCH (SEE PLANT SCHEDULE FOR SPECIFICATIONS) SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS.) NOTES: 1. ALL MULCH SHALL BE PEST AND INSECT FREE. 2. COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH. SABAL PALM TREE NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 4. PRESSURE TREATED PINE TO BE USED FOR ALL WOOD STAKING AND BRACING MEMBERS. 120° 120° PLAN 120° NO HURRICANE CUT PALMS. PRUNE IN FIELD & LEAVE 1/3 OF THE FRONDS AND TIE WITH NATURAL TWINE. DO NOT DAMAGE BUD. 5 LAYERS BURLAP AT POINT OF SUPPORT 2"X4"X16" BATTENS, QUANTITY AS NECESSARY STEEL BAND TO SECURE BATTENS TOE NAIL 3(2X4) TO WOOD BATTENS, NO NAILS IN TRUNK OF PALM KEEP MULCH 6" FROM BASE 3" LAYER OF MULCH, SEE SPECIFICATIONS 3" DEPRESSION, WITH 6" SAUCER TO HOLD WATER 3 - 2" X 4" X 48" WOOD STAKES - 36" DEPTH MINIMUM FINISHED GRADE EXISTING SUBGRADE ROOT BALL SET 3"-4" ABOVE FINISHED GRADE 3 - 2" X 4" WOOD BRACES NAILED TO STAKES 36" MIN.MIN. 12" 1 8 3 5 TYPICAL RAISED PLANTER DETAIL SCALE: NTS BOLLARD - BY OTHERS 24" 24" IRRIGATION TYP. - SEE IRRIGATION PLAN PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS IRRIGATION LATERAL LINE CONDUIT, SEE IRRIGATION PLAN FOR LOCATION DRAINAGE PIPE WITH ATRIUM GRATE TO BE CONNECTED TO DRAINAGE SYSTEM, SEE CIVIL PLANS 6" - NO. 57 STONE OVER LANDSCAPE FABRIC PLAN SECTION 'A' PLANT MATERIAL - SEE PLANTING PLAN ADJACENT CONDITIONS VARY - SEE SITE PLAN PLANTER IRRIGATION - TYP. SEE IRRIGATION PLAN DRAIN BELOW, BY OTHERS A BOLLARD, BY OTHERS PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS FILL WITH A 50/50 MIX OF SAND AND POTTING SOIL, WITH 5.5 TO 6.5 pH TO 3" BELOW TOP OF PLANTER POT. APPLY RON-STAR PRE-EMERGENT HERBICIDE AND A SLOW RELEASE FERTILIZER AND MIX INTO THE TOP 6 INCHES. AFTER PLANING APPLY A 2 INCH LAYER OF PINE BARK MULCH FINES. FILL BASE OF POT WITH 1" OF NO. 57 STONE FOR EVERY 5" OF PLANTER HEIGHT EDGE OF PAVEMENT BELOW PLANT MATERIAL TYP. - SEE LANDSCAPE PLAN 2 CANOPY TREE PLANTING NOTES: 1. EACH TREE SHALL RECEIVE SIX "AGRIFORM" 21 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS. 2. ALL TREES SHALL HAVE A MINIMUM CLEARANCE OF 15' FROM LIGHT POLES, AND SHALL NOT BE INSTALLED WITHIN 10 FT. OF ANY ABOVE GROUND UTILITIES OR WITHIN 30 FT. OF THE FACE OF A STOP SIGN. 3. ALL TREE TRIMMING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)A-300 PRUNING STANDARDS. GENERAL LANDSCAPE NOTES: 1. NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS SHEET. SHEET(S) ARE FOR LANDSCAPE REFERENCE ONLY. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS AND WRITTEN SPECIFICATIONS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER'S REP. 3. THE LANDSCAPE PLANTINGS SHALL BE INSTALLED IN COMPLIANCE WITH EXISTING CODES AND APPLICABLE DEED RESTRICTIONS OR REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MATERIALS AND QUANTITIES PRIOR TO BIDDING, AND NOTIFY OWNER'S REP OF ANY PLAN DISCREPANCIES PRIOR TO CONSTRUCTION. RESOLUTION OF DISCREPANCIES FOUND DURING CONSTRUCTION SHALL BE IN FAVOR OF THE OWNER. 5. ANY DEVIATION FROM PLANT QUANTITY, SIZE OR GRADE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. 6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS ARE MINIMUMS ONLY. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. OWNER'S REP SHALL BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS. 7. CONTRACTOR TO NOTIFY 'SUNSHINE STATE ONE CALL OF FLORIDA, INC AT 800-432-4770 TWO FULL BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND UTILITY LOCATIONS. 8. THE HEALTHY, NEAT, AND ORDERLY APPEARANCE OF ALL REQUIRED LANDSCAPING MATERIALS IS THE CONTINUAL RESPONSIBILITY OF THE PROPERTY OWNER AFTER FINAL ACCEPTANCE. GENERAL PLANTING NOTES: 1. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTIONS OF THE MUNICIPAL REGULATIONS, GUIDELINES AND STANDARDS. 2. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER, AS SET FORTH BY THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS, 3. PLANT MATERIAL SHALL BE LOCAL FLORIDA NURSERY STOCK. 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TOPSOIL / PLANTING SOIL ANALYSIS REPORT WITH FERTILIZER RECOMMENDATIONS, FOR ORNAMENTAL PLANTINGS, PRIOR TO INSTALLATION OF THE PLANTING SOIL. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY IMPROPER SOIL CONDITIONS (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL AMENDMENTS AND/OR FERTILIZER RECOMMENDED BY THE SOIL ANALYSIS REPORT FOR HEALTHY, VIGOROUS PLANT GROWTH. SEE NOTE 11. 5. ALL PLANT MATERIAL HOLES SHALL BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY AFFECT OR DAMAGE UTILITIES OR PROJECT IMPROVEMENTS. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPE ELEMENTS UNTIL FINAL ACCEPTANCE BY THE OWNER'S REP. THIS MAINTENANCE SHALL INCLUDE BUT MAY NOT BE LIMITED TO MOWING, EDGING AND TRIMMING GRASS, KEEPING PLANTING BEDS FREE OF DEBRIS AND WEEDS, MANAGING ALL DISEASE OR INFESTATION, WATERING OF PLANT MATERIALS, AND MAINTAINING MULCH. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER'S REP. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND STAKE ALL UTILITIES. A MINIMUM OF TEN FEET SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREE PLANTINGS. IN ADDITION, ALL TREES SHALL BE LOCATED AT LEAST SIX FEET AWAY FROM THE FLOW LINE OF SWALES AND PROPOSED OR EXISTING STORM WATER INLETS. 9. NEW PLANT MATERIAL TO BE INSTALLED WILL BE FIELD ADJUSTED TO ACCOMMODATE EXISTING PLANT MATERIAL SUCH AS OVERHEAD CANOPY TREES, UNDER-STORY TREES AND SHRUBS OR GROUND COVER. THIS WILL ENSURE EXISTING PLANT MATERIAL TO REMAIN IN ITS NATURAL STATE. THEREFORE, NO EXISTING PLANT MATERIAL WILL BE ALTERED BY REMOVING, CUTTING TRIMMING OR DESTROYING IN ORDER TO INSTALL NEW PLANT MATERIAL. 10. ALL PLANT MATERIALS TO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. BAG GROWN PLANTS ARE NOT ACCEPTABLE. 11. THE PLANTING SOIL USED IN THE PLANTING OPERATIONS SHALL BE A MIXTURE OF 2 PARTS EXISTING TOPSOIL AND 1 PART CLEAN SAND. THE TOPSOIL SHALL CONSIST OF NATURAL, FRIABLE, FINE LOAM SOIL WITH A pH OF 5.5 TO 7.0, AND 3-5% ORGANIC MATTER. IT SHALL BE FREE OF WEED SEEDS, PATHOGENS, LITTER, SOD, CLAY, ROAD BASE, STONES, ROOTS AND STUMPS. SOIL DEPTH SPECIFIED ON THE PLANS IS MEASURED AFTER LIGHT COMPACTION. TOP SOIL THAT DOES NO T MEET THIS SPEC SHALL BE SUBSTITUTED WITH PROPER BORROW SOIL. SEE NOTE 4. 12. BED PREPARATION: LOOSEN SOIL TO A MINIMUM DEPTH OF TWELVE INCHES AND REMOVE ALL DEBRIS. RE-GRADE THE BED TO ITS ORIGINAL GRADE. DIG PLANTING PITS AT 1.5 TIMES THE DIAMETER OF THE POT. FILL PLANT PIT WITH SPECIFIED PLANTING MIX AND COMPACT SO THAT THE TOP OF ROOT BALL WILL SETTLE 1/8 DEPTH OF THE ROOT BALL ABOVE FINISH GRADE. SET PLANT AND FILL REMAINDER OF HOLE WITH PLANTING MIX. FERTILIZE EACH PLANT WITH THE RECOMMENDED RATE BASED ON SOIL ANALYSIS AND RECOMMENDATIONS. WATER IN THOROUGHLY. RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL SOIL AND RAKE THE BED TO ITS FINISH GRADE. COVER ALL BED AREAS WITH A 3" DEPTH OF APPROVED ORGANIC MULCH, ENSURE MULCH OVER ROOT BALLS DOES NOT EXCEED A DEPTH OF ONE INCH. REMOVE ALL DEBRIS FROM THE MULCH. WATER BED THOROUGHLY. 13. ALL PROPOSED PLANTING AREAS SHALL RECEIVE A THREE INCH LAYER OF MULCH. ALL TREES NOT LOCATED WITHIN A PLANTING BED SHALL RECEIVE A FOUR FEET DIAMETER MULCH RING. MULCH SHALL BE DOUBLE GROUND HARDWOOD WITH COCOA BROWN COLOR. 14. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRADING OF PLANTING AREAS TO ENSURE AT LEAST THREE PERCENT POSITIVE DRAINAGE AWAY FROM BUILDINGS AND INTO TURF AREAS, PONDS, STREETS OR OTHER DRAINAGE WAYS. IN ADDITION, THE FINISH MULCH ELEVATION AT THE BUILDINGS SHALL BE AT LEAST SIX INCHES BELOW FINISH FLOOR OF THE ADJACENT BUILDING. PARKING LOT ISLANDS SHALL SLOPE AT THREE PERCENT FROM CENTER. TURF AND PLANTING BEDS SHALL MEET SIDEWALKS AND FLATWORK AT TWO INCHES BELOW THE FLATWORK. 15. SLOPES GREATER THAN 4:1 SHALL REQUIRE SODDING FOR STABILIZATION. 16. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE AND MAYBE UTILIZED AT THE OWNERS DISCRETION. 17. IF ALTERNATIVE VEGETATION IS UTILIZED (I.E. MATCHING AND/OR EXTENDING EXISTING SHRUB BED, THE INSTALLED MATERIAL MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASES. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE TO FLORIDA NO.1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS", PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. MATERIAL IN SOME INSTANCES SHALL EXCEED NO. 1 GRADE, IN ORDER TO MEET THE MINIMUM REQUIREMENTS OF THIS PROJECT. 18. SOD SHALL BE INSTALLED IN ALL DISTURBED LANDSCAPE AREAS THAT ARE NOT PLANTED OR HARDSCAPED. CONTRACTOR SHALL VERIFY SOD QUANTITY. 19. LANDSCAPE CONTRACTOR SHALL REPAIR, RELOCATE AND/OR REPLACE ANY CONSTRUCTION DAMAGED OR REMOVED LANDSCAPE MATERIALS, ON OR OFF SITE, THAT ARE NOT DELINEATED ON THE DEMOLITION PLANS. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER'S REP. PRIOR TO ANY REMEDIATION LANDSCAPE EFFORTS. 20. SEE IRRIGATION SHEET LI-1.01 FOR THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED, THAT WILL PROVIDE 100 PERCENT COVERAGE WITH 50 PERCENT OVERLAP FOR ALL LANDSCAPE. THE WATER SOURCE WILL BE A WELL. THE IRRIGATION SYSTEM IS DESIGNED WITH HYDRO-ZONES, BASED ON PLANT WATERING NEEDS. TURF, SHRUBS, TREES WILL BE WATERED ON SEPARATE ZONES WITH BUBBLER HEADS. SCOTT BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE & PLANNING WAWA LANDSCAPE NOTES & DETAILS 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 LC-26000593 LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE 12" MIN 12" MIN 24" 24" 18" 12" 36" MIN.6' MIN. OR1/2 GW.GREY WOOD (GW.)OVERALL HIEGHT (OA. HT.)CLEAR TRUNK (CT.)18" 18" 12"12"1" TO 3" PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS 3" EXISTING SOIL LAYER CLEANED OF DEBRIS AND AMENDED AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER LANDSCAPE ROOT BARRIER DETAIL SCALE: NTS9 800-888-5933 CONWED OR EQUAL. "ALL PURPOSE BARRIER" BY FENCING HIGH DENSITY PE ORANGE MESH CONSTRUCTION (6 FT. MIN.)4'2"x4" RAILING LIMIT OF WORK W/CROWN OF TREE DISTANCE VARIES GRADE EXISTING 4"x4" PINE POST NO CONSTRUCTION TRAFFIC, CUTTING, FILLING STAGING, TRENCHING OR ROOT COMPACTION WITHIN TREE BARRICADE. PLACE BARRICADE AROUND TREES TO REMAIN BASED ON THE VEGETATION PROTECTION BARRICADE PERMIT AND OBTAIN COUNTY APPROVAL OF INSTALLATION PRIOR TO DEMOLITION, CLEARING, OR SITEWORK. BARRIER TO BE ERECTED AROUND TREES TO REMAIN WITH 4 INCH DBH AND GREATER. TREE BARRICADE DETAIL SCALE: NTS64'5 FT. MAX PLAN NOTES: 1. 2. 3. TREE / PALM RELOCATION PROCEDURES: 2. PREPARATION FOR PALM RELOCATION a. BY HAND, REMOVE ALL OTHER VEGETATION AWAY FROM THE TRUNK OUT TO THE DRIPLINE b. MOVE TREE ONE TIME FOR BEST SURVIVABILITY RATE c. AFTER THE ROOT BALL PREPARATION PROCESS, REMOVE MULCH WITHIN THE ROOT BALL TRENCH d. TIGHTLY WRAP BURLAP AROUND THE EXPOSED ROOT BALL SIDES TO RETAIN ROOT BALL SOIL DURING RELOCATION e. UNDERCUT THE ROOT BALL TO REDUCE DAMAGE WHEN LIFTING TREE f. DIG HOLE TO RECEIVE THE ROOT BALL, 3 FEET LARGER IN DIAMETER g. DIG HOLE TO RECEIVE THE ROOT BALL WITH SIMILAR DEPTH AS ROOT BALL h. INSTALL TREE AND BACKFILL WITH SPECIFIED TOPSOIL, AND WATER IN, DO NOT COMPACT BACKFILL i DO NOT BACKFILL SOIL OVER ORIGINAL GRADE OF ROOT BALL, AND INSTALL 1 INCH OF MULCH COVER OVER ROOT BALL j. INSTALL TEMPORARY IRRIGATION SYSTEM OVER ROOT BALL k. WATER ENTIRE ROOT BALL DAILY WITH ONE INCH OF WATER FOR ONE MONTH PER INCH CALIPER (ESTABLISHMENT PERIOD) l. INSTALL TREE PROTECTION BARRICADE AROUND THE OUTSIDE OF THE BACKFILLED AREA, UNTIL END OF CONSTRUCTION 1. DETERMINE IN THE FIELD IF THE PALM IS THE CORRECT SIZE FOR TREE SPADE RELOCATION, AND REPORT TO THE LANDSCAPE ARCHITECT THE CHOSEN METHOD OF TREE RELOCATION FOR APPROVAL PRIOR TO DIGGING. PALMS MAY BE HAND DUG BASED ON INDUSTRY STANDARDS AND DETAILS ON THIS SHEET. 7 3. AFTER THE ESTABLISHMENT PERIOD, WATER AND MAINTAIN TREES AND PALMS AS SPECIFIED FOR NEW PLANTS. GRAVEL APPLICATION SCALE: NTS VARIES - SEE PLANS 4 ADJACENT CONDITIONS MAY VARY. SEE CIVIL ENGINEERING PLANS 3" MINIMUM GRAVEL MULCH: 1"-3" BROWN RIVER ROCK 1/8" X 5 1/2" CLEAN LINE ALUMINUM EDGING BY PERMALOC (COLOR: BLACK), OR APPROVED EQUAL, BETWEEN GRAVEL AND ADJACENT SOD OR PLANTING BEDS COMPACTED SUBGRADE 2 OZ. WEEDSTOPPER SPUNBOND FILTER FABRIC BY FABRISCAPE, OR APPROVED EQUAL THE FERBER COMPANY, INC. REVISIONS REV DATE COMMENT BY FLO R I D A STATE OF LA-0001660 REGISTERED LA N D SCAPE A R C HI TECTSCOTT J . BA R B ERPUBLIC GEN EAA GEN F85 F/B (6,119 SF) T T TTT T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEE E E E E E E E E E E E E E E E EEEEEEEETSLSL SL SL SL SL SLSLSLSLSLSLSLS L GGGGGGGGGGG G G G G G G G G G G G G G G G G W W W W S S S S S S SWWW WW W W W W W W S S S S S S S 15'TTTT T T T T T T T T T T T T T T TTT5'5'20'15' SHARED UTILITY EASEMENT 10'10'10'10' FPL EASEMENT 18' X 23' SHARED UTILITY EASEMENTCC CCC C C C C C C C C C C C C C C C CCCWATER / SEWER EASEMENTWWWWWSSSEEEEEEEEEEEE E ET T TTTTT T T T T T T 20'2 0 'CTTWWWWW W W W W W W WCONSTRUCTION NOT APPROVED FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com SCOTT BARBER DESIGNS P.A. 1"=20' 0 2051020 SCALE: AS L-1 LP_12-3-18.DWG NOTED 12/3/18 CR SJB 18-010.34 LANDSCAPE ARCHITECTURE & PLANNING LANDSCAPE PLAN 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 LC-26000593 WAWA PLANTER 'A' ENLARGEMENT SCALE: NTSA SOUTH FLORIDA WARM SEASON PALETTE 1. RED SALVIA MAR - OCT 2. PINK PORTULACA 3. YELLOW ZINNIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE PENTAS 6. ORANGE GAZANIA 7. PINK PROTULACA SOUTH FLORIDA COOL SEASON PALETTE 1. POT MARIGOLD NOV - FEB 2. PINK PENTUNIA 3. WHITE ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. ORANGE ZINNIA 6. RED PUTUNIA 7. PINK VERBENA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 PLANTER SPECIFICATION: NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1RECLP-482424 SIZE: 48"L X 24"W X 24" HT. COLOR: BENJAMIN MOOR #OC-1 NATURAL WICKER WAWA PLANTER 'B' ENLARGEMENT SCALE: NTSB SOUTH FLORIDA WARM SEASON PALETTE 1. RED GAZANIA MAR - OCT 2. YELLOW PURSLANE 3. ORANGE PLUME CELOSIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE SALVIA 6. PINK GAZANIA 7. RED DIANTHUS SOUTH FLORIDA COOL SEASON PALETTE 1. RED SALVIA NOV - FEB 2. WHITE PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. BLUE DAZE 6. LAVENDER VERBENA 7. YELLOW TALL MARIGOLD NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 WAWA PLANTER 'C' ENLARGEMENT SCALE: NTSC SOUTH FLORIDA WARM SEASON PALETTE 1. TALL PINK ZINNIA MAR - OCT 2. ORANGE PLUME CELOSIA 3. YELLOW DAHLBER DAISY 4. DWARF WHITE FOUNTAIN GRASS 5. RED PENTAS 6. PINK PORTULACA 7. WHITE BEGONIA SOUTH FLORIDA COOL SEASON PALETTE 1. BLUE DAZE NOV - FEB 2. RED PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. PINK DIANTHUS 6. WHITE VERBENA 7. YELLOW PLUME CELOSIA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 WAWA PLANTER 'D' ENLARGEMENT SCALE: NTSD 1 SOUTH FLORIDA ALL SEASON PALETTE 1. DWARF WHITE FOUNTAIN GRASS NOTE: 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH POT SPECIFICATION NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1SLP-2425, SIZE: 24"X 24" COLOR: BENJAMIN MOOR #0C-1 NATURAL WICKER VENT STACK WITH 123 SF (1.2 CY) OF DECORATIVE GRAVEL MULCH DUMPSTER ENCLOSURE AIR MACHINE PAD TYP WITH 43 SF (.4 CU) DECORATIVE GRAVEL MULCH RAISED LANDSCAPE PLANTERS (10) SEE ENLARGEMENT THIS SHEET FOR PLANT TYPE & QUANTITIES A B C D B A 10' WIDE R/W LANDSCAPE BUFFER 10' WIDE R/W LANDSCAPE BUFFER 1G, Full, 12" OCPerennial PeanutArachis glabrataAGA943 ZONING: Heavy Com SITE DATA: SITE AREA: 75,017 SF (1.72 AC) BUILDING AREA: 6,119 SF BU - BUFFER BG - BUILDING VUA - PARKING REL - RELOCATED PLANT KEY LEGEND: LANDSCAPE CALCULATIONS: INTERIOR LANDSCAPE AREA (75,017 SF) REQUIRED - 1 TREE, 3 SHRUBS / 3000 SF = 25 TREES, 75 SHRUBS PROPOSED - 49 TREES (14 RELOCATED SABAL PALM, 6 EXIST. SABAL PALM, 2 EXIST. TREE, 27 TREES, 75+ SHRUBS VEHICULAR USE AREA (VUA) LANDSCAPE: REQUIRED - 18 SF PER PARKING SPACE (47 SPACES) = 846 SF 1 TREE PER 72 SF INCL. 1 TREE / TERMINAL ISLAND = 12 PROPOSED - 2,443 SF VUA LANDSCAPE, 12 TREES PLANT SCHEDULE COMMON NAMESYMBOLBOTANICAL NAMEQTY. SOD TREES SPECIFICATIONS Densa Walter's ViburnumViburnum obovatum 'Densa'VIO* PALMS SHRUBS 3G, 24"x24", Space as shown GROUND COVER ** CONTRACTOR TO VERIFY SQUARE FOOTAGE FOR DAMAGED EXISTING GRASS AREAS CoontieZamia integrifoliaZAM*3G, 18"x18", 24" On Center 18 71 CHR*Red Tip CocoplumChrysobalanus icaco 'Red Tip'10G,36" x 24", 30" On Center, Hedge23 ILV*Dwarf Yaupon HollyIlex vomitoria 'Nana'3G, 14" x 14", 24" On Center72 * NATIVE SPECIES - HIGH DROUGHT TOLERANCE (OTHERS MEDIUM DROUGHT TOLERANCE) SOD Tight Joints, Neat, Level6,645 SF **Empire ZlotysZoysia japonica 'Empire' MULCH MULCH 72 CY **3" Layer of Double Ground Hardwood (Cocoa Brown Color) PERIMETER BUFFER PLANTINGS NATIVE TREE SPECIES REQUIRED - 75% NATIVE & SPECIES FROM XERISCAPE GUIDE PROPOSED - 100% NATIVE TREES & SHRUBS, 100% NON-NATIVE GROUNDCOVER 1G, Full, 24" OCBlue Pacific JuniperJuniperus conferta 'Blue Pacific'JUC 147 Cabbage Palm14 SEE TREE DISPOSITION PLANSabal palmetto MUH*Muhly GrassMuhlenbergia capallaris 3G, 14" x 14", 24" On Center330 TREE DISPOSITION PLAN: SEE THE TREE MITIGATION PLAN SHEET TM-1 FOR TREE DISPOSITION INFORMATION. 69 CALIPER INCHES (DBH) ARE PLANNED FOR REMOVAL FROM THE SITE. BECAUSE OF LACK OF AREA FOR ADDITIONAL TREES, THE MONETARY VALUE WILL BE DETERMINED BY CITY STAFF, AND PAID INTO THE CITY'S TREE FUND. 1. 2. REVISIONS REV DATE COMMENT BY FLO R I D A STATE OF LA-0001660 REGISTERED LA N D SCAPE A R C HI TECTSCOTT J . BA R B ERSP* VEHICLE USE AREA: 46,593 SF SIGNMYR*Simpson's StopperMyrcianthes fragrans 7G, 24" x 18", 24" On Center, Hedge448 D CA C B LANDSCAPE AND ROOT BARRIER NOTES: TREE LOCATION AND SPACING IS BASED ON DESIGN REQUIREMENTS AND THE THE TREES SHOWN ON THIS PLAN ATTEMPT TO ACCOMPLISH SPACING REQUIREMENTS WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN ANY CASE THE TREES SHALL BE PLANTED IN ACCORDANCE WITH THE PLANT DETAILS SHOW HEREON. ADDITIONALLY, TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') CLEARANCE CANNOT BE ACHIEVED, SPACING CAN BE REDUCED TO SEVEN FOOT (7') IF INSTALLED WITH A ROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAIL (SHEET LP-5.01) FOR INSTALLATION REQUIREMENTS. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PUBLIC UTILITY EASEMENT WITHOUT PRIOR UTILITY DEPARTMENT APPROVAL AND ONLY SOD CAN BE INSTALLED WITHIN 7.5 FEET OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL. SEE DETAIL 9 ON SHEET LP-5.01 FOR THE LANDSCAPE ROOT BARRIER DETAIL. FOR WAWA LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE 5 9 9 12' HT, 5' SPR, 2.5" DBH SIGN 10' WIDE R/W LANDSCAPE BUFFER 10' WIDE R/W LANDSCAPE BUFFER EXISTING GRASS TO REMAIN 2 EXISTING SABAL PALM TO REMAIN #25, #26 W-BU 1 EXISTING SABAL PALM TO REMAIN #23 W-BU 2 EXISTING TREES TO REMAIN, #20, #21 W-BU 1 EXIST OFF-SITE PALM TO REMAIN #22 N-BU 1 EXISTING SABAL PALM TO REMAIN #19 N-BU OVERHEAD WIRES EXIST COBRA HEAD LIGHT POLES TYP NORTH - 10' R/W BUFFER (200 LF - 36 LF ENTRY x 10' = 1,640 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 5 TREES, 15 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 8 SABAL PALM, 3 TREES 84 SHRUB HEDGE SOUTH - 10' R/W BUFFER (300 LF x 10' = 3,000 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 10 TREES, 30 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 9 TREES, 115 SHRUB HEDGE EAST - 10' R/W BUFFER (280 LF - 36 LF ENTRY x 10' = 2,440 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 8 TREES, 24 SHRUBS PROPOSED - 8 TREES, 95 SHRUB HEDGE WEST - 10' R/W BUFFER (140 LF - 36 LF ENTRY x 10' = 1,040 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 4 TREES, 12 SHRUBS PROPOSED - 3 EXIST. SABAL PALM, 3 SABAL PALM 36 SHRUB HEDGE SOD (100 SF) FIRE HYDRANT 10' EASEMENT SOD 1 (450 SF) AR* QV* SOD (325 SF) SAFE SIGHT TRIANGLE 10' x 10' SAFE SIGHT TRIANGLE 10' x 10' SOD (725 SF) SOD (625 SF) S-BU 4 AR S-BU 5 AR S-BU 115 MYR E-BU 25 MYR E-BU 113 MUH W-BU 46 MYR W-BU 113 MUH 1 EXISTING SABAL PALM TO REMAIN #27 S-BU IA* E-BU 2 IA E-BU 80 MYR E-BU 6 IA VUA 1 IA VUA 28 ILV VUA 1 QV VUA 24 ILV N-BU 84 MYR N-BU 2 QV N-BU REL 5 SP E-BU REL 3 SP VUA 600 AGA East Palatka HollyIlex x attenuata 'East Palatka' W-BU REL 3 SP SOD (4,100 SF) VUA 343 AGA NORTH - 2' INTERIOR BUFFER (100 LF x 10' = 100 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREES, 3 SHRUBS PROPOSED - 1 EXISTING SABAL PALM (OFF-SITE), 40 SHRUB HEDGE N-BU 40 MYR W-BU 48 MUH W-BU 23 MUH N-BU 16 MUH N-BU 1 QV VUA REL 3 SP VUA 1 QV WEST - 2' INTERIOR BUFFER (140 LF x 2' = 280 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREE, 3 SHRUBS PROPOSED - 2 EXISTING TREES, 58 SHRUB HEDGE RELOCATED BG 25 CAR CAR*Dwarf Natal PlumCarissa macrocarpa 3G, 14" x 14", 24" On Center55 BG 20 CAR BG 10 CAR IRRIGATION PERFORMANCE NOTES: ALL LANDSCAPE AREAS WILL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP. 1. THE WATER SOURCE WILL BE A WELL AND PUMP STATION PROVIDING WATER TO A SYSTEM UTILIZING DRIP LINE, SPRAY HEADS & TREE BUBBLERS. 2. THE SYSTEM WILL BE CONTROLLED BY A SMART CONTROLLER AND WILL UTILIZE A RAIN SENSOR. HOURS OF OPERATION WILL BE BETWEEN THE HOURS OF 10 PM AND 6AM. 3. SOD (320 SF) N-BU 58 MYR SCREEN 10 CHR VUA 20 JUC SCREEN 13 CHR VUA 10 JUC VUA 20 ILV E-BU 18 VIO E-BU 17 MUH 4MG*Bracken's Brown BeautyMagnolia Grandiflora Quercus virginiana 'Highrise'Highrise Live Oak 12' HT, 5' SPR, 2.5" DBH 'Bracken's Brown Beauty'Magnolia 12' HT, 5' SPR, 2.5" DBH 12' HT, 5' SPR, 2.5" DBH Acer rubrum 'Autumn Flame'Flame Red Maple VUA 15 ZAM VUA 22 JUC VUA 1 MG VUA 1 MG VUA 21 ZAM VUA 30 JUC VUA 30 JUC VUA 17 ZAM VUA 1 MG VUA 1 MG VUA 1 MG VUA 35 JUC VUA 18 ZAM THE FERBER COMPANY, INC. k G 0 I: Metal Atas International Bone White # 26 Metal Roof Atas Internationale- Coppertone # 23 - a _ - - - ' - — 1 • Mt - VV • a • Watr \I 0 '0 rtoF to tonec , '1 thwe en 0 \I ..I F iwa ,64 • 1 wa t; II IhiklA 11.0 I /6a n Wawa The Wawa fuel canopy is a registered service mark in the U.S. Patent and Trademark Office. The fuel canopy, as well as Wawa's brand names, slogans, logos, service marks, and other trademarks of Wawa's goods, services, and promotions belong exclusively to Wawa, Inc. and/or, Wild Goose Holding Co., Inc. and are protected from copying and simulation under national and international trademark and copyright laws and treaties throughout the world. elo Wawa CLEAR HGT Nr 15-4 1/2" kraiii:4111- age tx q dlMin Wawa • T.O. CANOPY 0 21'-2" B.O. TRUSS dok 14'-0" Wawa Wawa J a Wawa ■; at t Wawa P1' END ELEVATION 1 4 k trR.% .�x .rar C04 CANOPY PERSPECTIVE VIEI,U 1....::• Cithaei scThAearkt Architects Engineers Planners Metal Door Benjamin Moore White Diamond BM 2121-60 Azek Trim White Stucco Senergy Meringue #3085 -Exterior Stone Caltured Stone th Lena SLOPE PRECAST CAP T.O. WALL 9'-0"4 FRONT ELEVATION SLOPED PRECAST CAP T.O. WALL 9'-0:4_ r / T.O. MASONRY 8'-8S • +— ra 1 —AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 310" CULTURED STONE RIGHT ELEVATION i LIGHT FIXTURE PUSH BUTTON COMBINATION LOCK • 1 71, • -- — 7- t --t 1 - T.O. FLOOR SLAB 0'-0"4 SLOPED PRECAST CAP T.O. WALL 9'-0" / T.O. MASONRY 8'-8"S AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3-0" $ CULTURED STONE LEFT ELEVATION T.O. FLOOR SLAB 0'-0"4 7 SLOPED PRECAST CAP T.O. WALL 9'-0" 4 / T.O. MASONRY 8'-8" $ AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3'-0"� CULTURED STONE REAR ELEVATION UJALUA CCAS CANOPY STRAIGHT - TRASH COMPOUND FL5011-1. NE Park St. & SW 2nd Ave., Okeechobee, FL • C&P Project #2180871 • 1 1-30-2018 T.O. FLOOR SLAB 0'-0" 4 U. MASUNKY ti"-tf AZEK TRIM C I D GATE WHITE AZEK SMOOTH FINISH SLATS BOLLARD T.O. SILL 3'-0"$ D I M 0� -.. al 1 T.O. FLOOR SLAB 0'-0"4 FRONT ELEVATION SLOPED PRECAST CAP T.O. WALL 9'-0:4_ r / T.O. MASONRY 8'-8S • +— ra 1 —AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 310" CULTURED STONE RIGHT ELEVATION i LIGHT FIXTURE PUSH BUTTON COMBINATION LOCK • 1 71, • -- — 7- t --t 1 - T.O. FLOOR SLAB 0'-0"4 SLOPED PRECAST CAP T.O. WALL 9'-0" / T.O. MASONRY 8'-8"S AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3-0" $ CULTURED STONE LEFT ELEVATION T.O. FLOOR SLAB 0'-0"4 7 SLOPED PRECAST CAP T.O. WALL 9'-0" 4 / T.O. MASONRY 8'-8" $ AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3'-0"� CULTURED STONE REAR ELEVATION UJALUA CCAS CANOPY STRAIGHT - TRASH COMPOUND FL5011-1. NE Park St. & SW 2nd Ave., Okeechobee, FL • C&P Project #2180871 • 1 1-30-2018 T.O. FLOOR SLAB 0'-0" 4 STANDING SEAM METAL ROOFING TOWER PEAK oik 33'-4" TOWER BRG. 26'-10° CLAPBOARD SIDING CULTURED STONE RICA-I�' CEAST) ELEVATION (NUJ 2ND 4vF TOP OF PARAPET 22'-4' B.O. OVERHANG di 9'-0" T.O. MULLION & SILLA T.O. FLOOR SLAB EYEBROW OVERHANG TOWER PEAK ciik 33,-4" CULTURED STONE STANDING SEAM METAL ROOF STUCCO WALL MOUNTED SIGNAGE CONTROL JOINT TOWER BRG. 26'-10° TRIM PREFINISHED CULTURED STONE METAL TRIM TRIM CLAPBOARD SIDING PREFINSHED METAL ORCH OVERHANG TOP OF PARAPET 22'-4" JST. BRG. FRONT 17'-10° 19-1 T.O. CLERESTORY 13'-6" B.O. OVERHANG 9,-0" T.O. MULLION & SILLadi 3'-0"19-1 T.O. FLOOR SLAB 0'-0" FtONT CSVU I H) tLtYA I ION C5 TAT t RD. 1& 12 TOWER PEAK h 33'-4° Y TOWER BRG. 26'-10' Y Metal Door Benjamin Moore White Diamond BM 2121-60 Tdm James Hardie Arctic White JH 10-20 Fiber Cement Siding James Hardie Woodland Cream 7 Metal Roof Atas International Coppertone # 23 Metal Overhang Atas #17 Brite Red Stucco Senergy Meringue #3085 Ice Storage Benjamin Moore Natural Wicker OC -1 ExteriofStone_: Dewed tone`s uthweelen PREFINISHED METAL PANEL U ,g‘,,e/sakt Architects Engineers Planners ORLANDO • PHILADELPHIA CULTURED STONE SILL-' '-CULTURED STONE REAR - TRIM TOP OF PARAPET h 22'-0° Y CLAPBOARD SIDING JST. BRG. REAR obik 16-8112° EYEBROW OVERHANG B.O. OVERHANG Jt 9'-0' ICE STORAGE T.O. MULLION & SILL 3'-0° g T.O. FLOOR SLAB jr (NORTH) ELEVATION (NUJ 2ND ST. TOWER PEAK h 33'-4' LST (WEST) EL1VATION (NUJ 3RD A1/41/.) 1111. 0'-O° P' TOWER BRG. 26'-10° TOP OF PAPAPET kik 22'-4° B.O. OVERHANG JL 9'-0' T0. MULLION & SILL 3'-0' TO FLOOR SLAB it, 0'-0° '71 751-4" (TO LIMITS OF STONE SILL) 0 REAR 93'-1" (TO LIMITS OF STONE SILL) 22'-4" 19'-4" 51'-5" 0 T WATER SERVICE ROOM r I L FOOD SERVICE WALK-IN BEER REF RI G. CORRIDOR 2 FOOD SERVICE WALK-IN REF RIG. II 2 7 7 00 OFFICE WALL CHECKOUT r-� REAR VESTIBULE ISLAND CHECKOUT WOMEN'S RESTROOM 4M N'S RE ROOM -I--r S BACK pF KSE 1' /h BEVERAGE RETAIL L. 0 0 NOTE: SIGNAGE IS SHOWN FOR REFERENCE ONLY SEPARATE PERMIT REQUIRED WAWA PSPS V2019.01 EP FOOD SERVICE DELIVERY STAGING DOD SE RVCE WALK-IN FREEZER 1J STAGING ELECTRICAL �1 1i 4 ifith _ , II I 1141 I I- 22'-8" NE Park St. & SW 2nd Ave., Okeechobee, FL • C&P Project #2180871 • 1 1-30-2018 s FRONT COFFEE 1 4. % 10I .L 29'-5" FLOOR PLAN /:Z 1THE FERBER COMPANYBOUNDARY AND TOPOGRAPHIC SURVEYAND ASSOCIATES, INC.SHEET OF 2FORSEE SHEET 2 FOR BOUNDARY AND TOPOGRAPHIC SURVEY -FOR- THE FERBER COMPANY LOTS 1 THROUGH 4 AND LOTS 7 THROUGH 12 , BLOCK 156 TOWN OF OKEECHOBEE PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5 OKEECHOBEE COUNTY, FLORIDA ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEYFIELD SURVEY PERFORMED BY: LEGEND S LEGAL DESCRIPTION (PARCEL 1) SURVEYOR'S CERTIFICATE: SURVEY NOTES SCHEDULE B, SECTION II EXCEPTIONS (PARCEL 1) LEGAL DESCRIPTION (PARCEL 2) LEGAL DESCRIPTION (PARCEL 3) SCHEDULE B, SECTION II EXCEPTIONS (PARCEL 2) SCHEDULE B, SECTION II EXCEPTIONS (PARCEL 3) VICINITY MAP US HIGHWAY NO. 441 / PARROTT AVENUENW 2nd AVENUENW 3rd AVENUENW 4th AVENUENW 5th AVENUENW 6th AVENUESW 2nd AVENUESW 3rd AVENUESW 4th AVENUESW 5th AVENUESW 6th AVENUESW 7th AVENUESE 2nd AVENUESE 3rd AVENUENE 2nd AVENUENE 3rd AVENUESTATE ROAD NO. 70 / NW PARK STREET NW 2nd STREET NW 4th STREET SW 2ND STREET NW 3rd STREET SW PARK STREET PROJECT SITE TREE LEGEND (SIZE DENOTED INSIDE SYMBOL) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S LOT 1LOT 2LOT 3LOT 4 LOT 12LOT 11LOT 10LOT 9 LOT 8LOT 7 BLOCK 156 NORTHWEST 3rd AVENUENORTHWEST 2nd AVENUENORTHWEST PARK STREET NORTHWEST 2nd STREET STATE ROAD NO. 70 15' ALLEY S00°09'42"E 142.57'S89°51'01"W 299.95'N00°09'43"W 142.54'N89°50'43"E 299.95' S89°50'43"W 199.97'N00°09'42"W 142.55'N89°50'24"E 199.97'S00°09'42"E 142.57'BENCHMARK #1 BENCHMARK #2 PARCEL 1 PARCEL 2 PARCEL 3 BLOCK 156 SEE SHEET 1 FOR SURVEY NOTES, CERTIFICATIONS, DESCRIPTION, SCHEDULE B, SECTION II EXCEPTIONS, AND LEGEND 0 10 20 40 20 FEET1 INCH =2THE FERBER COMPANYBOUNDARY AND TOPOGRAPHIC SURVEYAND ASSOCIATES, INC.SHEET OF 2FOR CONSTRUCTION NOT APPROVED FOR FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: 18-010.34 SJB CR 12/3/18 NOTED LP_12-3-18.DWG L-2 C:\USERS\SBARBER\DOCUMENTS\DESKTOP 6-12-18\PROJECTS\SBD\BOHLER - 010\PROJECTS\18-010.34 WAWA (CITY OF OKEECHOBEE)\DRAWINGS\CAD\LP_12-4-18.DWG PRINTED BY: SBARBER 12.04.18 @ 6:42 AM LAST SAVED BY: SBARBER KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com AS SCALE: MIN. 120° 120° PLAN 120° CANOPY TREE SCALE: NTS 18" NOTES: 1. CONTRACTOR SHALL ENSURE ADEQUATE SOIL PERCOLATION FOR ALL TREE PITS PRIOR TO INSTALLATION. FOR PERCOLATION RATES LOWER THAT 1" PER HOUR A TREE SUMP WILL BE REQUIRED. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL PROTECT TREE WITH BLACK RUBBER HOSE. FLUORESCENT ORANGE SAFETY FLAGS ON ALL GUY WIRES #12 GAUGE DOUBLE TWISTED GALVANIZE WIRE OR APPROVED EQUAL 3" MULCH AS SPECIFIED MIN. 24" FROM TRUNK BERM SOIL TO HOLD WATER EXISTING SUBGRADE 2" X 4" X 3' WOOD STAKES OR APPROVED EQUAL PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. FINISHED GRADE ROOT BALL SET 3"-4" ABOVE FINISHED GRADE SHRUB AND GROUND COVER SCALE: NTS MIN. 12" NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 2. ALL PLANTING PITS SHOULD HAVE VERTICAL SIDES AND BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. PLANT MATERIAL SHALL BE INSTALLED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 4. WHERE GROUND COVERS ARE USED IN MASSES, THE ENTIRE BED SHALL BE EXCAVATED PRIOR TO RECEIVING PLANT MATERIAL AND PLANTING SOIL EXCEPT WHERE SPECIFIED. 5. ALL PLANT MATERIAL MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING 'X'. 6. PLANT MATERIAL INSTALLED ADJACENT TO STRAIGHT EDGES SHALL BE SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. THOSE INSTALLED ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE 12"-18" 18" MIN. 'X''X' 'X' PROVIDE A MINIMUM OF 18" SPACING BETWEEN DIFFERENT PLANT TYPES 18" SETBACK FOR ALL SHRUBS PLANTED 24" O.C. OR GREATER (12" SETBACK FOR ANNUALS AND GROUND COVER) CURB OR EDGE OF PAVEMENT 3" MINIMUM OF MULCH BERM SOIL TO HOLD WATER MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUND COVER BEDS EXCAVATE ENTIRE BED FOR GROUND COVER LOCATIONS FINISHED GRADE PLAN 12"MIN.EXISTING SUBGRADE EXISTING CONDITIONS MULCH PLANT BED LINE SOD APPLICATION SCALE: NTS TOP OF SOD TO BE FLUSH WITH PAVEMENT SIDEWALK OR OTHER PAVING MULCH APPLICATION SCALE: NTS PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS, SEE SPECIFICATIONS.) 3" MIN. MULCH (SEE PLANT SCHEDULE FOR SPECIFICATIONS) SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS.) NOTES: 1. ALL MULCH SHALL BE PEST AND INSECT FREE. 2. COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH. SABAL PALM TREE NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 4. PRESSURE TREATED PINE TO BE USED FOR ALL WOOD STAKING AND BRACING MEMBERS. 120° 120° PLAN 120° NO HURRICANE CUT PALMS. PRUNE IN FIELD & LEAVE 1/3 OF THE FRONDS AND TIE WITH NATURAL TWINE. DO NOT DAMAGE BUD. 5 LAYERS BURLAP AT POINT OF SUPPORT 2"X4"X16" BATTENS, QUANTITY AS NECESSARY STEEL BAND TO SECURE BATTENS TOE NAIL 3(2X4) TO WOOD BATTENS, NO NAILS IN TRUNK OF PALM KEEP MULCH 6" FROM BASE 3" LAYER OF MULCH, SEE SPECIFICATIONS 3" DEPRESSION, WITH 6" SAUCER TO HOLD WATER 3 - 2" X 4" X 48" WOOD STAKES - 36" DEPTH MINIMUM FINISHED GRADE EXISTING SUBGRADE ROOT BALL SET 3"-4" ABOVE FINISHED GRADE 3 - 2" X 4" WOOD BRACES NAILED TO STAKES 36" MIN.MIN. 12" 1 8 3 5 TYPICAL RAISED PLANTER DETAIL SCALE: NTS BOLLARD - BY OTHERS 24" 24" IRRIGATION TYP. - SEE IRRIGATION PLAN PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS IRRIGATION LATERAL LINE CONDUIT, SEE IRRIGATION PLAN FOR LOCATION DRAINAGE PIPE WITH ATRIUM GRATE TO BE CONNECTED TO DRAINAGE SYSTEM, SEE CIVIL PLANS 6" - NO. 57 STONE OVER LANDSCAPE FABRIC PLAN SECTION 'A' PLANT MATERIAL - SEE PLANTING PLAN ADJACENT CONDITIONS VARY - SEE SITE PLAN PLANTER IRRIGATION - TYP. SEE IRRIGATION PLAN DRAIN BELOW, BY OTHERS A BOLLARD, BY OTHERS PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS FILL WITH A 50/50 MIX OF SAND AND POTTING SOIL, WITH 5.5 TO 6.5 pH TO 3" BELOW TOP OF PLANTER POT. APPLY RON-STAR PRE-EMERGENT HERBICIDE AND A SLOW RELEASE FERTILIZER AND MIX INTO THE TOP 6 INCHES. AFTER PLANING APPLY A 2 INCH LAYER OF PINE BARK MULCH FINES. FILL BASE OF POT WITH 1" OF NO. 57 STONE FOR EVERY 5" OF PLANTER HEIGHT EDGE OF PAVEMENT BELOW PLANT MATERIAL TYP. - SEE LANDSCAPE PLAN 2 CANOPY TREE PLANTING NOTES: 1. EACH TREE SHALL RECEIVE SIX "AGRIFORM" 21 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS. 2. ALL TREES SHALL HAVE A MINIMUM CLEARANCE OF 15' FROM LIGHT POLES, AND SHALL NOT BE INSTALLED WITHIN 10 FT. OF ANY ABOVE GROUND UTILITIES OR WITHIN 30 FT. OF THE FACE OF A STOP SIGN. 3. ALL TREE TRIMMING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)A-300 PRUNING STANDARDS. GENERAL LANDSCAPE NOTES: 1. NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS SHEET. SHEET(S) ARE FOR LANDSCAPE REFERENCE ONLY. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS AND WRITTEN SPECIFICATIONS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER'S REP. 3. THE LANDSCAPE PLANTINGS SHALL BE INSTALLED IN COMPLIANCE WITH EXISTING CODES AND APPLICABLE DEED RESTRICTIONS OR REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MATERIALS AND QUANTITIES PRIOR TO BIDDING, AND NOTIFY OWNER'S REP OF ANY PLAN DISCREPANCIES PRIOR TO CONSTRUCTION. RESOLUTION OF DISCREPANCIES FOUND DURING CONSTRUCTION SHALL BE IN FAVOR OF THE OWNER. 5. ANY DEVIATION FROM PLANT QUANTITY, SIZE OR GRADE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. 6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS ARE MINIMUMS ONLY. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. OWNER'S REP SHALL BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS. 7. CONTRACTOR TO NOTIFY 'SUNSHINE STATE ONE CALL OF FLORIDA, INC AT 800-432-4770 TWO FULL BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND UTILITY LOCATIONS. 8. THE HEALTHY, NEAT, AND ORDERLY APPEARANCE OF ALL REQUIRED LANDSCAPING MATERIALS IS THE CONTINUAL RESPONSIBILITY OF THE PROPERTY OWNER AFTER FINAL ACCEPTANCE. GENERAL PLANTING NOTES: 1. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTIONS OF THE MUNICIPAL REGULATIONS, GUIDELINES AND STANDARDS. 2. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER, AS SET FORTH BY THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS, 3. PLANT MATERIAL SHALL BE LOCAL FLORIDA NURSERY STOCK. 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TOPSOIL / PLANTING SOIL ANALYSIS REPORT WITH FERTILIZER RECOMMENDATIONS, FOR ORNAMENTAL PLANTINGS, PRIOR TO INSTALLATION OF THE PLANTING SOIL. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY IMPROPER SOIL CONDITIONS (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL AMENDMENTS AND/OR FERTILIZER RECOMMENDED BY THE SOIL ANALYSIS REPORT FOR HEALTHY, VIGOROUS PLANT GROWTH. SEE NOTE 11. 5. ALL PLANT MATERIAL HOLES SHALL BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY AFFECT OR DAMAGE UTILITIES OR PROJECT IMPROVEMENTS. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPE ELEMENTS UNTIL FINAL ACCEPTANCE BY THE OWNER'S REP. THIS MAINTENANCE SHALL INCLUDE BUT MAY NOT BE LIMITED TO MOWING, EDGING AND TRIMMING GRASS, KEEPING PLANTING BEDS FREE OF DEBRIS AND WEEDS, MANAGING ALL DISEASE OR INFESTATION, WATERING OF PLANT MATERIALS, AND MAINTAINING MULCH. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER'S REP. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND STAKE ALL UTILITIES. A MINIMUM OF TEN FEET SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREE PLANTINGS. IN ADDITION, ALL TREES SHALL BE LOCATED AT LEAST SIX FEET AWAY FROM THE FLOW LINE OF SWALES AND PROPOSED OR EXISTING STORM WATER INLETS. 9. NEW PLANT MATERIAL TO BE INSTALLED WILL BE FIELD ADJUSTED TO ACCOMMODATE EXISTING PLANT MATERIAL SUCH AS OVERHEAD CANOPY TREES, UNDER-STORY TREES AND SHRUBS OR GROUND COVER. THIS WILL ENSURE EXISTING PLANT MATERIAL TO REMAIN IN ITS NATURAL STATE. THEREFORE, NO EXISTING PLANT MATERIAL WILL BE ALTERED BY REMOVING, CUTTING TRIMMING OR DESTROYING IN ORDER TO INSTALL NEW PLANT MATERIAL. 10. ALL PLANT MATERIALS TO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. BAG GROWN PLANTS ARE NOT ACCEPTABLE. 11. THE PLANTING SOIL USED IN THE PLANTING OPERATIONS SHALL BE A MIXTURE OF 2 PARTS EXISTING TOPSOIL AND 1 PART CLEAN SAND. THE TOPSOIL SHALL CONSIST OF NATURAL, FRIABLE, FINE LOAM SOIL WITH A pH OF 5.5 TO 7.0, AND 3-5% ORGANIC MATTER. IT SHALL BE FREE OF WEED SEEDS, PATHOGENS, LITTER, SOD, CLAY, ROAD BASE, STONES, ROOTS AND STUMPS. SOIL DEPTH SPECIFIED ON THE PLANS IS MEASURED AFTER LIGHT COMPACTION. TOP SOIL THAT DOES NO T MEET THIS SPEC SHALL BE SUBSTITUTED WITH PROPER BORROW SOIL. SEE NOTE 4. 12. BED PREPARATION: LOOSEN SOIL TO A MINIMUM DEPTH OF TWELVE INCHES AND REMOVE ALL DEBRIS. RE-GRADE THE BED TO ITS ORIGINAL GRADE. DIG PLANTING PITS AT 1.5 TIMES THE DIAMETER OF THE POT. FILL PLANT PIT WITH SPECIFIED PLANTING MIX AND COMPACT SO THAT THE TOP OF ROOT BALL WILL SETTLE 1/8 DEPTH OF THE ROOT BALL ABOVE FINISH GRADE. SET PLANT AND FILL REMAINDER OF HOLE WITH PLANTING MIX. FERTILIZE EACH PLANT WITH THE RECOMMENDED RATE BASED ON SOIL ANALYSIS AND RECOMMENDATIONS. WATER IN THOROUGHLY. RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL SOIL AND RAKE THE BED TO ITS FINISH GRADE. COVER ALL BED AREAS WITH A 3" DEPTH OF APPROVED ORGANIC MULCH, ENSURE MULCH OVER ROOT BALLS DOES NOT EXCEED A DEPTH OF ONE INCH. REMOVE ALL DEBRIS FROM THE MULCH. WATER BED THOROUGHLY. 13. ALL PROPOSED PLANTING AREAS SHALL RECEIVE A THREE INCH LAYER OF MULCH. ALL TREES NOT LOCATED WITHIN A PLANTING BED SHALL RECEIVE A FOUR FEET DIAMETER MULCH RING. MULCH SHALL BE DOUBLE GROUND HARDWOOD WITH COCOA BROWN COLOR. 14. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRADING OF PLANTING AREAS TO ENSURE AT LEAST THREE PERCENT POSITIVE DRAINAGE AWAY FROM BUILDINGS AND INTO TURF AREAS, PONDS, STREETS OR OTHER DRAINAGE WAYS. IN ADDITION, THE FINISH MULCH ELEVATION AT THE BUILDINGS SHALL BE AT LEAST SIX INCHES BELOW FINISH FLOOR OF THE ADJACENT BUILDING. PARKING LOT ISLANDS SHALL SLOPE AT THREE PERCENT FROM CENTER. TURF AND PLANTING BEDS SHALL MEET SIDEWALKS AND FLATWORK AT TWO INCHES BELOW THE FLATWORK. 15. SLOPES GREATER THAN 4:1 SHALL REQUIRE SODDING FOR STABILIZATION. 16. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE AND MAYBE UTILIZED AT THE OWNERS DISCRETION. 17. IF ALTERNATIVE VEGETATION IS UTILIZED (I.E. MATCHING AND/OR EXTENDING EXISTING SHRUB BED, THE INSTALLED MATERIAL MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASES. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE TO FLORIDA NO.1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS", PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. MATERIAL IN SOME INSTANCES SHALL EXCEED NO. 1 GRADE, IN ORDER TO MEET THE MINIMUM REQUIREMENTS OF THIS PROJECT. 18. SOD SHALL BE INSTALLED IN ALL DISTURBED LANDSCAPE AREAS THAT ARE NOT PLANTED OR HARDSCAPED. CONTRACTOR SHALL VERIFY SOD QUANTITY. 19. LANDSCAPE CONTRACTOR SHALL REPAIR, RELOCATE AND/OR REPLACE ANY CONSTRUCTION DAMAGED OR REMOVED LANDSCAPE MATERIALS, ON OR OFF SITE, THAT ARE NOT DELINEATED ON THE DEMOLITION PLANS. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER'S REP. PRIOR TO ANY REMEDIATION LANDSCAPE EFFORTS. 20. SEE IRRIGATION SHEET LI-1.01 FOR THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED, THAT WILL PROVIDE 100 PERCENT COVERAGE WITH 50 PERCENT OVERLAP FOR ALL LANDSCAPE. THE WATER SOURCE WILL BE A WELL. THE IRRIGATION SYSTEM IS DESIGNED WITH HYDRO-ZONES, BASED ON PLANT WATERING NEEDS. TURF, SHRUBS, TREES WILL BE WATERED ON SEPARATE ZONES WITH BUBBLER HEADS. SCOTT BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE & PLANNING WAWA LANDSCAPE NOTES & DETAILS 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 LC-26000593 LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE 12" MIN 12" MIN 24" 24" 18" 12" 36" MIN.6' MIN. OR1/2 GW.GREY WOOD (GW.)OVERALL HIEGHT (OA. HT.)CLEAR TRUNK (CT.)18" 18" 12"12"1" TO 3" PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS 3" EXISTING SOIL LAYER CLEANED OF DEBRIS AND AMENDED AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER LANDSCAPE ROOT BARRIER DETAIL SCALE: NTS9 800-888-5933 CONWED OR EQUAL. "ALL PURPOSE BARRIER" BY FENCING HIGH DENSITY PE ORANGE MESH CONSTRUCTION (6 FT. MIN.)4'2"x4" RAILING LIMIT OF WORK W/CROWN OF TREE DISTANCE VARIES GRADE EXISTING 4"x4" PINE POST NO CONSTRUCTION TRAFFIC, CUTTING, FILLING STAGING, TRENCHING OR ROOT COMPACTION WITHIN TREE BARRICADE. PLACE BARRICADE AROUND TREES TO REMAIN BASED ON THE VEGETATION PROTECTION BARRICADE PERMIT AND OBTAIN COUNTY APPROVAL OF INSTALLATION PRIOR TO DEMOLITION, CLEARING, OR SITEWORK. BARRIER TO BE ERECTED AROUND TREES TO REMAIN WITH 4 INCH DBH AND GREATER. TREE BARRICADE DETAIL SCALE: NTS64'5 FT. MAX PLAN NOTES: 1. 2. 3. TREE / PALM RELOCATION PROCEDURES: 2. PREPARATION FOR PALM RELOCATION a. BY HAND, REMOVE ALL OTHER VEGETATION AWAY FROM THE TRUNK OUT TO THE DRIPLINE b. MOVE TREE ONE TIME FOR BEST SURVIVABILITY RATE c. AFTER THE ROOT BALL PREPARATION PROCESS, REMOVE MULCH WITHIN THE ROOT BALL TRENCH d. TIGHTLY WRAP BURLAP AROUND THE EXPOSED ROOT BALL SIDES TO RETAIN ROOT BALL SOIL DURING RELOCATION e. UNDERCUT THE ROOT BALL TO REDUCE DAMAGE WHEN LIFTING TREE f. DIG HOLE TO RECEIVE THE ROOT BALL, 3 FEET LARGER IN DIAMETER g. DIG HOLE TO RECEIVE THE ROOT BALL WITH SIMILAR DEPTH AS ROOT BALL h. INSTALL TREE AND BACKFILL WITH SPECIFIED TOPSOIL, AND WATER IN, DO NOT COMPACT BACKFILL i DO NOT BACKFILL SOIL OVER ORIGINAL GRADE OF ROOT BALL, AND INSTALL 1 INCH OF MULCH COVER OVER ROOT BALL j. INSTALL TEMPORARY IRRIGATION SYSTEM OVER ROOT BALL k. WATER ENTIRE ROOT BALL DAILY WITH ONE INCH OF WATER FOR ONE MONTH PER INCH CALIPER (ESTABLISHMENT PERIOD) l. INSTALL TREE PROTECTION BARRICADE AROUND THE OUTSIDE OF THE BACKFILLED AREA, UNTIL END OF CONSTRUCTION 1. DETERMINE IN THE FIELD IF THE PALM IS THE CORRECT SIZE FOR TREE SPADE RELOCATION, AND REPORT TO THE LANDSCAPE ARCHITECT THE CHOSEN METHOD OF TREE RELOCATION FOR APPROVAL PRIOR TO DIGGING. PALMS MAY BE HAND DUG BASED ON INDUSTRY STANDARDS AND DETAILS ON THIS SHEET. 7 3. AFTER THE ESTABLISHMENT PERIOD, WATER AND MAINTAIN TREES AND PALMS AS SPECIFIED FOR NEW PLANTS. GRAVEL APPLICATION SCALE: NTS VARIES - SEE PLANS 4 ADJACENT CONDITIONS MAY VARY. SEE CIVIL ENGINEERING PLANS 3" MINIMUM GRAVEL MULCH: 1"-3" BROWN RIVER ROCK 1/8" X 5 1/2" CLEAN LINE ALUMINUM EDGING BY PERMALOC (COLOR: BLACK), OR APPROVED EQUAL, BETWEEN GRAVEL AND ADJACENT SOD OR PLANTING BEDS COMPACTED SUBGRADE 2 OZ. WEEDSTOPPER SPUNBOND FILTER FABRIC BY FABRISCAPE, OR APPROVED EQUAL THE FERBER COMPANY, INC. REVISIONS REV DATE COMMENT BY FLO R I D A STATE OF LA-0001660 REGISTERED LA N D SCAPE A R C HI TECTSCOTT J . BA R B ERPUBLIC GEN EAA GEN F85 F/B (6,119 SF) T T TTT T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEE E E E E E E E E E E E E E E E EEEEEEEETSLSL SL SL SL SL SLSLSLSLSLSLSLS L GGGGGGGGGGG G G G G G G G G G G G G G G G G W W W W S S S S S S SWWW WW W W W W W W S S S S S S S 15'TTTT T T T T T T T T T T T T T T TTT5'5'20'15' SHARED UTILITY EASEMENT 10'10'10'10' FPL EASEMENT 18' X 23' SHARED UTILITY EASEMENTCC CCC C C C C C C C C C C C C C C C CCCWATER / SEWER EASEMENTWWWWWSSSEEEEEEEEEEEE E ET T TTTTT T T T T T T 20'2 0 'CTTWWWWW W W W W W W WCONSTRUCTION NOT APPROVED FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com SCOTT BARBER DESIGNS P.A. 1"=20' 0 2051020 SCALE: AS L-1 LP_12-3-18.DWG NOTED 12/3/18 CR SJB 18-010.34 LANDSCAPE ARCHITECTURE & PLANNING LANDSCAPE PLAN 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 LC-26000593 WAWA PLANTER 'A' ENLARGEMENT SCALE: NTSA SOUTH FLORIDA WARM SEASON PALETTE 1. RED SALVIA MAR - OCT 2. PINK PORTULACA 3. YELLOW ZINNIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE PENTAS 6. ORANGE GAZANIA 7. PINK PROTULACA SOUTH FLORIDA COOL SEASON PALETTE 1. POT MARIGOLD NOV - FEB 2. PINK PENTUNIA 3. WHITE ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. ORANGE ZINNIA 6. RED PUTUNIA 7. PINK VERBENA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 PLANTER SPECIFICATION: NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1RECLP-482424 SIZE: 48"L X 24"W X 24" HT. COLOR: BENJAMIN MOOR #OC-1 NATURAL WICKER WAWA PLANTER 'B' ENLARGEMENT SCALE: NTSB SOUTH FLORIDA WARM SEASON PALETTE 1. RED GAZANIA MAR - OCT 2. YELLOW PURSLANE 3. ORANGE PLUME CELOSIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE SALVIA 6. PINK GAZANIA 7. RED DIANTHUS SOUTH FLORIDA COOL SEASON PALETTE 1. RED SALVIA NOV - FEB 2. WHITE PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. BLUE DAZE 6. LAVENDER VERBENA 7. YELLOW TALL MARIGOLD NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 WAWA PLANTER 'C' ENLARGEMENT SCALE: NTSC SOUTH FLORIDA WARM SEASON PALETTE 1. TALL PINK ZINNIA MAR - OCT 2. ORANGE PLUME CELOSIA 3. YELLOW DAHLBER DAISY 4. DWARF WHITE FOUNTAIN GRASS 5. RED PENTAS 6. PINK PORTULACA 7. WHITE BEGONIA SOUTH FLORIDA COOL SEASON PALETTE 1. BLUE DAZE NOV - FEB 2. RED PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. PINK DIANTHUS 6. WHITE VERBENA 7. YELLOW PLUME CELOSIA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 2 1 3 4 7 5 6 WAWA PLANTER 'D' ENLARGEMENT SCALE: NTSD 1 SOUTH FLORIDA ALL SEASON PALETTE 1. DWARF WHITE FOUNTAIN GRASS NOTE: 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH POT SPECIFICATION NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1SLP-2425, SIZE: 24"X 24" COLOR: BENJAMIN MOOR #0C-1 NATURAL WICKER VENT STACK WITH 123 SF (1.2 CY) OF DECORATIVE GRAVEL MULCH DUMPSTER ENCLOSURE AIR MACHINE PAD TYP WITH 43 SF (.4 CU) DECORATIVE GRAVEL MULCH RAISED LANDSCAPE PLANTERS (10) SEE ENLARGEMENT THIS SHEET FOR PLANT TYPE & QUANTITIES A B C D B A 10' WIDE R/W LANDSCAPE BUFFER 10' WIDE R/W LANDSCAPE BUFFER 1G, Full, 12" OCPerennial PeanutArachis glabrataAGA943 ZONING: Heavy Com SITE DATA: SITE AREA: 75,017 SF (1.72 AC) BUILDING AREA: 6,119 SF BU - BUFFER BG - BUILDING VUA - PARKING REL - RELOCATED PLANT KEY LEGEND: LANDSCAPE CALCULATIONS: INTERIOR LANDSCAPE AREA (75,017 SF) REQUIRED - 1 TREE, 3 SHRUBS / 3000 SF = 25 TREES, 75 SHRUBS PROPOSED - 49 TREES (14 RELOCATED SABAL PALM, 6 EXIST. SABAL PALM, 2 EXIST. TREE, 27 TREES, 75+ SHRUBS VEHICULAR USE AREA (VUA) LANDSCAPE: REQUIRED - 18 SF PER PARKING SPACE (47 SPACES) = 846 SF 1 TREE PER 72 SF INCL. 1 TREE / TERMINAL ISLAND = 12 PROPOSED - 2,443 SF VUA LANDSCAPE, 12 TREES PLANT SCHEDULE COMMON NAMESYMBOLBOTANICAL NAMEQTY. SOD TREES SPECIFICATIONS Densa Walter's ViburnumViburnum obovatum 'Densa'VIO* PALMS SHRUBS 3G, 24"x24", Space as shown GROUND COVER ** CONTRACTOR TO VERIFY SQUARE FOOTAGE FOR DAMAGED EXISTING GRASS AREAS CoontieZamia integrifoliaZAM*3G, 18"x18", 24" On Center 18 71 CHR*Red Tip CocoplumChrysobalanus icaco 'Red Tip'10G,36" x 24", 30" On Center, Hedge23 ILV*Dwarf Yaupon HollyIlex vomitoria 'Nana'3G, 14" x 14", 24" On Center72 * NATIVE SPECIES - HIGH DROUGHT TOLERANCE (OTHERS MEDIUM DROUGHT TOLERANCE) SOD Tight Joints, Neat, Level6,645 SF **Empire ZlotysZoysia japonica 'Empire' MULCH MULCH 72 CY **3" Layer of Double Ground Hardwood (Cocoa Brown Color) PERIMETER BUFFER PLANTINGS NATIVE TREE SPECIES REQUIRED - 75% NATIVE & SPECIES FROM XERISCAPE GUIDE PROPOSED - 100% NATIVE TREES & SHRUBS, 100% NON-NATIVE GROUNDCOVER 1G, Full, 24" OCBlue Pacific JuniperJuniperus conferta 'Blue Pacific'JUC 147 Cabbage Palm14 SEE TREE DISPOSITION PLANSabal palmetto MUH*Muhly GrassMuhlenbergia capallaris 3G, 14" x 14", 24" On Center330 TREE DISPOSITION PLAN: SEE THE TREE MITIGATION PLAN SHEET TM-1 FOR TREE DISPOSITION INFORMATION. 69 CALIPER INCHES (DBH) ARE PLANNED FOR REMOVAL FROM THE SITE. BECAUSE OF LACK OF AREA FOR ADDITIONAL TREES, THE MONETARY VALUE WILL BE DETERMINED BY CITY STAFF, AND PAID INTO THE CITY'S TREE FUND. 1. 2. REVISIONS REV DATE COMMENT BY FLO R I D A STATE OF LA-0001660 REGISTERED LA N D SCAPE A R C HI TECTSCOTT J . BA R B ERSP* VEHICLE USE AREA: 46,593 SF SIGNMYR*Simpson's StopperMyrcianthes fragrans 7G, 24" x 18", 24" On Center, Hedge448 D CA C B LANDSCAPE AND ROOT BARRIER NOTES: TREE LOCATION AND SPACING IS BASED ON DESIGN REQUIREMENTS AND THE THE TREES SHOWN ON THIS PLAN ATTEMPT TO ACCOMPLISH SPACING REQUIREMENTS WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN ANY CASE THE TREES SHALL BE PLANTED IN ACCORDANCE WITH THE PLANT DETAILS SHOW HEREON. ADDITIONALLY, TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') CLEARANCE CANNOT BE ACHIEVED, SPACING CAN BE REDUCED TO SEVEN FOOT (7') IF INSTALLED WITH A ROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAIL (SHEET LP-5.01) FOR INSTALLATION REQUIREMENTS. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PUBLIC UTILITY EASEMENT WITHOUT PRIOR UTILITY DEPARTMENT APPROVAL AND ONLY SOD CAN BE INSTALLED WITHIN 7.5 FEET OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL. SEE DETAIL 9 ON SHEET LP-5.01 FOR THE LANDSCAPE ROOT BARRIER DETAIL. FOR WAWA LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE 5 9 9 12' HT, 5' SPR, 2.5" DBH SIGN 10' WIDE R/W LANDSCAPE BUFFER 10' WIDE R/W LANDSCAPE BUFFER EXISTING GRASS TO REMAIN 2 EXISTING SABAL PALM TO REMAIN #25, #26 W-BU 1 EXISTING SABAL PALM TO REMAIN #23 W-BU 2 EXISTING TREES TO REMAIN, #20, #21 W-BU 1 EXIST OFF-SITE PALM TO REMAIN #22 N-BU 1 EXISTING SABAL PALM TO REMAIN #19 N-BU OVERHEAD WIRES EXIST COBRA HEAD LIGHT POLES TYP NORTH - 10' R/W BUFFER (200 LF - 36 LF ENTRY x 10' = 1,640 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 5 TREES, 15 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 8 SABAL PALM, 3 TREES 84 SHRUB HEDGE SOUTH - 10' R/W BUFFER (300 LF x 10' = 3,000 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 10 TREES, 30 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 9 TREES, 115 SHRUB HEDGE EAST - 10' R/W BUFFER (280 LF - 36 LF ENTRY x 10' = 2,440 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 8 TREES, 24 SHRUBS PROPOSED - 8 TREES, 95 SHRUB HEDGE WEST - 10' R/W BUFFER (140 LF - 36 LF ENTRY x 10' = 1,040 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 4 TREES, 12 SHRUBS PROPOSED - 3 EXIST. SABAL PALM, 3 SABAL PALM 36 SHRUB HEDGE SOD (100 SF) FIRE HYDRANT 10' EASEMENT SOD 1 (450 SF) AR* QV* SOD (325 SF) SAFE SIGHT TRIANGLE 10' x 10' SAFE SIGHT TRIANGLE 10' x 10' SOD (725 SF) SOD (625 SF) S-BU 4 AR S-BU 5 AR S-BU 115 MYR E-BU 25 MYR E-BU 113 MUH W-BU 46 MYR W-BU 113 MUH 1 EXISTING SABAL PALM TO REMAIN #27 S-BU IA* E-BU 2 IA E-BU 80 MYR E-BU 6 IA VUA 1 IA VUA 28 ILV VUA 1 QV VUA 24 ILV N-BU 84 MYR N-BU 2 QV N-BU REL 5 SP E-BU REL 3 SP VUA 600 AGA East Palatka HollyIlex x attenuata 'East Palatka' W-BU REL 3 SP SOD (4,100 SF) VUA 343 AGA NORTH - 2' INTERIOR BUFFER (100 LF x 10' = 100 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREES, 3 SHRUBS PROPOSED - 1 EXISTING SABAL PALM (OFF-SITE), 40 SHRUB HEDGE N-BU 40 MYR W-BU 48 MUH W-BU 23 MUH N-BU 16 MUH N-BU 1 QV VUA REL 3 SP VUA 1 QV WEST - 2' INTERIOR BUFFER (140 LF x 2' = 280 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREE, 3 SHRUBS PROPOSED - 2 EXISTING TREES, 58 SHRUB HEDGE RELOCATED BG 25 CAR CAR*Dwarf Natal PlumCarissa macrocarpa 3G, 14" x 14", 24" On Center55 BG 20 CAR BG 10 CAR IRRIGATION PERFORMANCE NOTES: ALL LANDSCAPE AREAS WILL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP. 1. THE WATER SOURCE WILL BE A WELL AND PUMP STATION PROVIDING WATER TO A SYSTEM UTILIZING DRIP LINE, SPRAY HEADS & TREE BUBBLERS. 2. THE SYSTEM WILL BE CONTROLLED BY A SMART CONTROLLER AND WILL UTILIZE A RAIN SENSOR. HOURS OF OPERATION WILL BE BETWEEN THE HOURS OF 10 PM AND 6AM. 3. SOD (320 SF) N-BU 58 MYR SCREEN 10 CHR VUA 20 JUC SCREEN 13 CHR VUA 10 JUC VUA 20 ILV E-BU 18 VIO E-BU 17 MUH 4MG*Bracken's Brown BeautyMagnolia Grandiflora Quercus virginiana 'Highrise'Highrise Live Oak 12' HT, 5' SPR, 2.5" DBH 'Bracken's Brown Beauty'Magnolia 12' HT, 5' SPR, 2.5" DBH 12' HT, 5' SPR, 2.5" DBH Acer rubrum 'Autumn Flame'Flame Red Maple VUA 15 ZAM VUA 22 JUC VUA 1 MG VUA 1 MG VUA 21 ZAM VUA 30 JUC VUA 30 JUC VUA 17 ZAM VUA 1 MG VUA 1 MG VUA 1 MG VUA 35 JUC VUA 18 ZAM THE FERBER COMPANY, INC. OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEX X XXXXXX X XX XX X X X XXX XXX XX X XXX L1 L2L3L4L5L6L7L8L9L10L11X X X X CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: \\BOHLERENG.NET\SHARES\FL-PROJECTS\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057OA0.DWG PRINTED BY: CROGERS 12.04.18 @ 8:29 AM LAST SAVED BY: CROGERS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGOA0 TM-1 TREE MITIGATION PLAN 1"=20' 0 2051020 DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W LEGEND: X X MITIGATION #1 (M1) M2 M3 M4 R1 R2R3 R4 R5 R6 R8 R7 R9 R10 R11 R12 R13 R14 R1 1 2 3 4 5 6 8 7 10 9 11 12 131415 18 19 20 21 22 23 24 25 26 27 1716 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: CCUTTING 12.03.18 @ 3:26 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-909 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: CCUTTING 12.03.18 @ 4:05 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-908 CONSTRUCTION DETAILS8"VARIES8"2""A"8"1 1/2"2 1/2"#4 @ 12" 0.C. 1 1/2" 2" CL. (TYP.) PLAN 1 1/2" "E"3'-0" INLET 2" GRATE "C" TYPE 2'-0" "A" 4'-4"3'-4"4'-6"1'-5" "D" 3'-0" DIMENSIONS 2'-4" "C" 3'-1" "B" 11" "E" 2 1/2"2 1/4"8""B"1 3/4"3/4"8"2 1/8""C" 2" "E" 2" "E""D"2" 1/4" ALUMINUM PLATE WEIR CREST EL.= 27.85' (NAVD) 2" x 2" x 1/4" ALUMINUM CHANNEL MOUNTED TO STRUCTURE @18" C.C. TYPE "C & E" DITCH BOTTOM INLET DETAIL NOT TO SCALE NOTES: GRATES: IRON GRATES IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. INLET TYPES: INLETS ARE TO BE SHOWN HEREON. REVOLVE POSITION TO ACCOMMODATE LARGER DIAMETER PIPE SIZE. MATERIAL: INLET WALLS AND FOOTING MAY BE EITHER POURED- IN-PLACE 2500 LB. CONCRETE; OR PRECAST CLASS "A" 3000 LB. CONCRETE; OR STANDARD MANHOLE BRICK (NO BLOCK) WITH 1/2" PLASTER (NO LIME) WITH 8" PRECAST CAP. EL.=29.00' (NAVD) PROPOSED PRB (SEE SHEET D-3) 0.5" INVERTED TRI. BLEEDER @ EL. = 22.50' NAVD CONTROL STRUCTURE CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-907 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-906 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-905 CONSTRUCTION DETAILS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-904 CONSTRUCTION DETAILS 1.6" MIN 2.4" MAX.< 2" EDGE OF DETECTABLE WARNING < 2"1.6" MIN2.4" MAX.TRUNCATED DOME 0.9" MIN 1.4" MAX. 0.2" ± 0.02" INTEGRAL DOME THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. TRUNCATED DOME BASE-TO-BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. PLAN VIEW ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROM THE BACK OF CURB WITHIN FDOT ROW'S AND 30 INCHES (610 mm) FROM THE BACK OF CURB AT ALL OTHER LOCATIONS. ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. 2 FT WITHIN FDOT ROW'S 3 FT OTHER LOCATIONS WIDT H O F S I D E W A L K CURB RAMP DETECTABLE WARNING DETAIL NOT TO SCALE (PER FDOT INDEX #304) CURB TRANSITION DETAIL NOT TO SCALE CONCRETE CURB 2' CURB TRANSITION PROFILE VIEW PAVEMENT OR SIDEWALK SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. 1. NOTES: HANDICAP RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA GUIDELINES. 2 A DETECTABLE WARNING (SEE DETAIL) 2.0% RAMP AND SIDEWALK CURB 2' LANDING (SEE NOTE 4) RAMP WIDTH (4' MIN.) (SEE NOTE 3) 2 'R 0 . 0 2 RAMP1:12RAMP WIDTHS FOR CURB RAMP MAY BE REDUCED TO 3' MIN IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER. LOWER LANDING NOT REQUIRED AT DRIVEWAYS, PARKING LOTS, OR OTHER AREAS WITH PAVEMENT CROSS-SLOPE LESS THAN 2% (0.02). 3 4 2' WITHIN FDOT ROW'S 3' OTHERWISE CURB RAMP "CR-G" DETAIL NOT TO SCALE (PER FDOT INDEX #304) A 5. REFER TO SPECIFICATIONS FOR EXCAVATION IN MUCK OR OTHER UNSUITABLE MATERIAL. 4. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 2. BEDDING MATERIAL SHALL CONSIST OF WELL GRADED ASTM C33 #67 ROCK (3/4" TO No.4) 1. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED NOTES: MEANS OF CONSTRUCTION. SEE NOTE 6 GRADE GRADE PROVIDE SAFE TRENCH SLOPE PER OSHA REQUIREMENTS 8" MAX. LAYERS OR APPROVED METHOD TO ACHIEVE 98% COMPACTION 6" MAX. LAYERS TO ACHIEVE 98% COMPACTION SPRING LINE 4" MIN.12"MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION HAUNCHING ZONE 6. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 7. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL (WITHIN 12" OF TOP OF PIPE). 8. THOROUGHLY WORK IN AND TAMP THE BEDDING MATERIAL IN THE HAUNCHING ZONE BEFORE PLACING AND COMPACTING REMAINDER OF BACKFILL. 12"PIPE O.D. 12" TRENCH WIDTH UNDISTURBED SOIL MAINTAIN TRENCH WIDTH 1' ABOVE TOP OF PIPE BEDDING MATERIAL AND BE PLACED TO SPRING LINE OF PIPE. 3. BACKFILL MATERIAL SHALL BE FREE OF MUCK, STUMPS, ROOTS, ROCKS OR OTHER MATERIAL UNACCEPTABLE TO ENGINEER. 48" 54" 42" 54" 60" 48" PIPE 30" 36" 24" 36" 42" 30" (IN)DIA. 18"24" W FRONT VIEWVARIES"H"18"MAX.PIP E DI A. SOLID TOP (SEE NOTE #1) OPEN BOTTOM FLOW 24"(MIN.)SIDE VIEW OUT FLOW IN HALF PIPE C.A.P. 3" (MIN.) 24""W "WITH 1/2" MOUNTING HOLES 1/2 ROUND TOP VIEW CORRUGATED 3" x 1/8" FLAT BAR TOP AND SIDES CONTINUOUS WELD THE BOTTOM ELEVATION OF THE POLLUTION RETARDANT EQUAL (1" x 2") SHALL BE INSTALLED ON THE SIDES NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED POLLUTION RETARDANT BAFFLE TO BE FASTENED IN PLACE WITH 3/8"x4" STAINLESS STEEL "RED HEADS", OR APPROVED EQUAL. BAFFLE MUST BE AT LEAST 2' BELOW CONTROL ELEVATION. 5. 3. 2. 4. SHALL BE WELDED TO CLOSE OPENING AT THE TOP. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE NOTES: 1. OPENINGPIPE (SEE NOTE #3) NEOPRENE NEOPRENE GASKET (SEE NOTE #3) 21"15" 30"21"AND TOP OF ALL BAFFLES. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION CATCH BASIN (SEE EXFILTRATION TRENCH DETAIL). RETARDANT BAFFLE AT EACH CONNECTION POINT TO A 6" MIN. 6.FIBERGLASS BAFFLES ARE NOT PERMITTED. SEE NOTE 2.6"MAX.MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO EASE INSTALLATION IN ROUND STRUCTURES. SPACING TO 7. MATCH HOLES IN FLAT BARS. SEE NOTE 7. 48" 54" 42" 54" 60" 48" PIPE 30" 36" 24" 36" 42" 30" (IN)DIA. 18"24" W 14 14 14 (IN) 14 14 16 (GAUGE) 16 T H (IN) 42" 24" 36" 60" 54" 66" 48" W 21"15"1621"VARIES 30"21"1630" VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES 1 2 2. 1.RECTANGULAR STRUCTURE ROUND STRUCTURE ALUMINUM PIPE TYP. GASKET TYP. RECTANGULAR STRUCTURE 180 TOP VIEW ROUND STRUCTURE"W "1210'-8" Ø 9'-4" Ø 8'-4" Ø 7'-4" Ø 6'-4" Ø STANDARD HOOKS TIED UNDER BASE STEEL HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. BRICK TO GRADE (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES VARIES8"5'-0" Ø 8'-0" Ø 10" 7'-0" Ø 6'-0" Ø 8" 8" 4' ROUND CB TYPE 4'-0" Ø "A" 8" "B"'C'# 5 @ 12" C.C.E.W.8"# 5 @ 12" C.C.E.W. @ 12" C.C. VERT 2- W.W.M. w/ # 410" 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. SECTION A-A 8" "C" # 4 @ 12" C.C.E.W. "D"12" MIN.# 4 @ 12" C.C.E.W. 'E' "E" 'B' U.S.FOUNDRY FRAME & GRATE NO. 4155-6209 (OR APPROVED EQUAL) RIM. ELEV.= (SEE PLAN)'C''B''A' PLAN 'D' 5'-4" Ø 8'-4" Ø 9'-8" Ø 6'-4" Ø 7'-4" Ø 8"5'-0" Ø 6'-0" Ø 8'-0" Ø 7'-0" Ø 10" 8" 8" "F"TYPE'C'4'-0" Ø "A""C" 8" 'A' 'G' # 5 @ 8" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. # 5 @ 6" C.C.E.W. # 4 @ 6" C.C.E.W. "G""H" 'H' ADDITIONAL REINFORCING BARS - SIZE "H" 'F' GROUT AA SECTION A-A PLAN PLAN STANDARD HOOKS TIED UNDER BASE STEEL HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. BRICK TO GRADE (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES 'E' 'D' ADDITIONAL REINFORCING BARS - SIZE "H" GROUT U.S. FOUNDRY RING AND COVER, DRAWING No. 420-C (OR APPROVED EQUAL) A A 12" MIN.VARIES'F' 8" 8" 8" 8" 10" "C" 8"5' MH 5'-0" Ø 6' MH 7' MH 8' MH 8'-0" Ø 7'-0" Ø 6'-0" Ø 10" 8" 8" 4' MH TYPE 4'-0" Ø "A""B" 8"'C'7'-4" Ø5 @ 12" C.C.E.W.5 @ 12" C.C.E.W. 5 @ 12" C.C.E.W. 5 @ 12" C.C.E.W. @ 12" C.C. VERT 2- W.W.M. w/ 4 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 10'-8" Ø 9'-4" Ø 8'-4" Ø SECTION A-A 4 @ 12" C.C.E.W. "D" 4 @ 12" C.C.E.W. "E" 6'-4" Ø "F" 'B''C''A''B' 'G' 'H' 6'-0" Ø 8"7'-4" Ø 7'-0" Ø 8'-0" Ø 10" 8" 9'-8" Ø 8'-4" Ø "A" 4'-0" Ø 5'-0" Ø TYPE'C'SECTION A-A 8" 8" "C" 6'-4" Ø 5'-4" Ø "G" 'A' 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 5 @ 6" C.C.E.W. 5 @ 8" C.C.E.W. 4 @ 6" C.C.E.W. "H"24' DIAMETE R PLAN PRECAST CIRCULAR CATCH BASIN DETAIL NOT TO SCALE TRENCH DETAIL NOT TO SCALE POLLUTION RETARDANT BAFFLE DETAIL NOT TO SCALE PRECAST CIRCULAR MANHOLE DETAIL NOT TO SCALE 6"18"6"6" 8" FDOT TYPE 'D' CURB NOT TO SCALE (PER FDOT INDEX #300) FDOT TYPE "F" CURB & GUTTER NOT TO SCALE ONE-WAY CLEAN-OUT DETAIL NOT TO SCALE TWO-WAY CLEAN-OUT DETAIL (USE WITHIN 5' OF BUILDING ONLY) NOT TO SCALE 5' MH 6' MH 7' MH 8' MH 4' MH 5' ROUND CB 6' ROUND CB 7' ROUND CB 8' ROUND CB 4' ROUND CB 5' ROUND CB 6' ROUND CB 7' ROUND CB 8' ROUND CB WAWA UTILITY DETAILS FLOWFLOWFLOWFLOW 8"8" VARIES VARIES 24"24" 3" 6"44"1" 2" 6" 6" 6"47"4" 6" 8"8"38"39"61"MIN. 3/4" GAP PIPE TO BE CUT 1" ABOVE GRADE WAWA DRAINAGE DETAILS MINIMUM 12" HDPE N-12 W.T. 12"MIN (TYP) 12"MIN (TYP) 4" CONCRETE MINIMUM BACKFLOW PREVENTER PER JURISDICTIONAL REQUIREMENTS NTS GREASE TRAP DETAIL CLEAN OUT DETAIL NTS ROOF DRAIN CONNECTION DETAIL NTS ROOF DRAIN MANIFOLD DETAIL FIRE LINE BACKFLOW PREVENTER PAD DETAIL 24" x 24" 4000 PSI CONCRETE PAD TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQUIRED PER GRADING PLAN 24" x 24" 4000 PSI CONCRETE PAD TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQUIRED PER GRADING PLAN 4" DOWN SPOUT 6" WHITE PVC OR AS SHOWN ON PLAN HEAVY DUTY CAST IRON INSPECTION PORT. 6" CAP (BOLTED) 24" CAST IRON COVER BOLTED (TYP.) PROVIDE BUTYL RUBBER SEALANT BETWEEN CASTING AND RISER (TYP.) HEAVY DUTY CAST IRON INSPECTION PORT. 6" CAP (BOLTED) 24" CAST IRON COVER BOLTED (TYP.) FINISHED GRADE WATER TIGHT GASKET 2 COATS APPROPRIATE INERT COATING WATER TIGHT GASKET CAST IN PLACE COUPLING 8" AASHTO #57 STONE BEDDING 12"MIN(TYP)REV. JULY 28, 2016 NOTES: 1. ENGINEER TO SPECIFY ACTUAL PIPE SIZE PER HYDRAULIC CALCULATIONS. 2. SITE CONTRACTOR TO BUILD LINES TO INDIVIDUAL WYE FITTINGS. 3. PLANTER DRAINS ARE TO CONNECT TO MANIFOLD. FINISHED GRADE FINISHED GRADE ONE WAY CLEAN-OUT TWO WAY CLEAN-OUT NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. REV. JULY 25, 2018 SANITARY TEE 15% OF D 1) WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING CONDITIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 3) GREASE TRAP SHALL BE PROVIDED WITH GAS-TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD SPECIFICATIONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPOXY. 6) SPECIFIC SEALANT DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KENT SEAL #2 OR APPROVED EQUIVALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON-SHRINK GROUT IN CONFORMANCE WITH THE TOWNSHIP STANDARD GREASE TRAP DETAIL. 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAK, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASTIC TAPE (KENT SEAL OR APPROVED EQUIVALENT) SEALANT. 9) MAXIMUM EARTH COVER=5.0', HS-20 LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS. ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6" FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN CROSS SECTION. TANK IS 5000 PSI CONCRETE-STEEL REINFORCED (@ 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2, ASTM A615 AND A185 NOTES: -DIMENSION: 10'7" INTERIOR/ 11'7" EXTERIOR LENGTH x 5'2" INTERIOR/ 6'2"" EXTERIOR WIDTH NOTE: 1250 GALLON (2 COMPARTMENT) TANK NOTE: TAMPER SWITCH TO MEET LOCAL JURISDICTION. CONTRACTOR TO PROVIDE CONDUIT TO BUILDING FOR TAMPER SWITCH AND B.A.S. FLOW MINIMUM 6" HDPE N-12 W.T. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND QUANTITY OF ROOF LEADERS OVERHANG LEADERS ROOF LEADERS MINIMUM 8" HDPE N-12 W.T. NTS NTS CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-903 CONSTRUCTION DETAILS T.O. FLOOR SLAB 0' - 0" T.O. MASONRY 8' - 8" T.O. WALL 9' - 0" STU1 STN1 STN2 STU2 T.O. FLOOR SLAB 0' - 0" T.O. MASONRY 8' - 8" T.O. WALL 9' - 0" STU1 STN1 STN2 STU2 P1 T.O. FLOOR SLAB 0' - 0" T.O. MASONRY 8' - 8" T.O. WALL 9' - 0" 26'- 8" x 20'- 8" CARDBOARD RECYCLING CONTAINER MPT TRASH COMPACTOR 6" CONC. PAD W/ 6" STONE BASE. SLOPE: 1% 26'-8" (O.A. FOUNDATION)20'-8"10'-0"6" BOLLARD TYP. CANE BOLT RECEIVER SLEEVE, TYP.2'-0"POWERWASH HBLIGHT LIGHT TC DISC SLOPE: MIN. 1%8' X 10' SHED 7"12'-4"10"12'-4"7" 12'-0" CLEAR12'-0" CLEAR 120° 12 0 °120°12 0 ° TC DISC TC CONTROLS / SONOZAIRE FLSQ17 8"4'-0"N.T.SA10 2 FRONT ELEVATION N.T.SA10 3 RIGHT ELEVATION N.T.SA10 4 REAR ELEVATION TRASH COMPOUND PLAN & ELEVATIONS WAWA PAVEMENT DETAILS STANDARD DUTY ASPHALT PAVEMENT OPTIONS: SELECT ONE. TO BE DETERMINED BY SITE GEOTECHNICAL ENGINEER ISOLATION JOINT DETAIL CONSTRUCTION JOINT DETAIL CONTROL JOINT DETAIL 1/4" MAX. NOTE: SEE ARCHITECT SPECIFICATIONS FOR COMPLETE CONCRETE DETAILS. VARIES (SEE PLANS) CONTRACTION JOINTS NOTE: TO BE CONSTRUCTED PER FDOT INDEX 310 & FDOT SPECIFICATIONS (SECTION 350) NOTE: EXPANSION JOINTS TO BE SPACED AT A MAX. OF 30'. 2" TROWEL EDGE (TYP. BOTH SIDES) (ONLY WHERE CALLED OUT IN PLANS) CONTRACTION JOINTS EXPANSION JOINTS SIDEWALK 24"6" VARIES ASHPALT DRIVE AISLE LANDSCAPE PLANTER SECTION WAWA PLANTER DETAILS 8" CURB CONCRETE PARKING 8" CURBVARIES LANDSCAPE PLANTER TRUCK LOADING SECTION 18.5'18" PLAN 18" 6" AT CENTER 5" MIN. 7" MAX TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR MIN 2" HEAVY DUTY CONCRETE MIN 8" HD CONCRETE STABILIZED WITH LIMEROCK PER GEOTECH REQUIREMENTS FOR HEAVY DUTY CONCRETE #5 REBAR 2" 12" NTS CORNER ISLAND LANDSCAPE DETAIL PARKING ISLAND LANDSCAPE DETAIL PLANTER BOX DRAINAGE DETAIL NTS CONCRETE SIDEWALK TYPICAL CROSS SECTION STANDARD DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION PARKING AT BUILDING & AIR PUMP PARKING SPACES HEAVY DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION CONCRETE JOINT DETAILS ASPHALT TO CONCRETE TRANSITION DETAIL STANDARD DUTY ASPHALT PAVEMENT TYPICAL CROSS SECTION CONCRETE CROSSWALK DETAIL STAMPED CONCRETE DETAIL JOINT LAYOUT DETAIL PUMP ISLAND GRADING DETAIL SIDEWALK DETAILS WAWA TYPE B1 CURB PATTERN: "ASHLAR" CONCRETE FLUSH SIDEWALK WITH PARKING SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA WAWA TYPE B1 CURB4" STAMPED CONCRETE ASPHALT DRIVE AISLE TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA WAWA TYPE B1 CURBWAWA TYPE B1 CURB 12" HOLE THROUGH CONCRETE AT CENTER OF BOX SIDEWALK1 8 " HAND TOOLED CONTRACTION JOINT 1 8 " RADIUS (TYP.) 1 8 " RADIUS (TYP.) POURED JOINT SEALER SIDEWALK 1 2 " PREMOLDED ASPHALT IMPREGNATED JOINT FILLER 1 2 " RADIUS ON ALL EDGES 1 2" NEOPRENE JOINT ASPHALT IMPREGNATED (ADJACENT CURBING & BUILDING - SEE PLANS) SEE CONCRETE SIDEWALK TYPICAL CROSS SECTION 4" CONCRETE (MIN 3500 PSI) WITH FIBER REINFORCEMENT 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 6" CONCRETE (MIN 4000 PSI) 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 8" CONCRETE (MIN 4000 PSI) 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 (CONTRACTOR TO EXCAVATE AS REQUIRED AND REPLACE WITH BACKFILL AS SPECIFIED ON PLANS) 1 2 " SEALTIGHT SNAP CAP (REMOVE AND FILL WITH FUEL-RESISTANT CAULK 1 2 " ASPHALT IMPREGNATED OR RUBBER EXPANSION MATERIAL CONCRETE SLAB ON GRADE PLATE DOWEL (TYP.) (W/ FORM, SPACING AS RECOMMENDED) T/4 DEEP SAW CUT JOINT(FILL W/ FUEL RESISTANT CAULK SEE APPROPRIATE CONCRETE SECTION ABOVESEE APPROPRIATE ASPHALT SECTION BELOW 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 CONTROL JOINT AT CENTER LINE OF PARKING STALLS PARALLEL TO SIDEWALK/PARKING INTERFACE CONTROL JOINT - SPACING TO BE 15' MAX. ASPHALT TO CONCRETE TRANSITION SEE PETROLEUM PLANS FOR PUMP ISLAND DETAILS CONCRETE 11 2"FDOT SP 9.5 TL-B ASPHALT 11 2"FDOT SP 9.5 TL-B ASPHALT 8" BASE MIN LBR-10012" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 8" BASE MIN LBR-100 1 3 4" ASPHALT CONCRETE, FDOT SP 12.5 TL-B 5' ADA (STRIPED) 2' STAMPED CONCRETE 2' STAMPED CONCRETE CONCRETE PARKING 12"12" REV. JULY 28, 2016 NOTES: REV. JULY 28, 2016 NOTE: TO BE CONSTRUCTED PER FDOT SPECIFICATIONS (SECTIONS 330, 351, 200, & 160), GEOTECHNICAL ENGINEERING REPORT, AND WAWA SPECIFICATIONS FOR SANDY AND GRAVEL SUB-GRADES CAPABLE OF ACHIEVING A LBR OF 10 OR GREATER (SN OF 2.60) FOR CLAY AND SILTY SUB-GRADES CAPABLE OF ACHIEVING A LBR VALUE OF 6 TO 10 (SN OF 3.04) FOR SUB-GRADES CAPABLE OF ACHIEVING A LBR OF LESS THAN 6 (SN OF 3.30) SUBGRADE WITH LESS THAN 6.0 LBR WILL REQUIRE A SPECIFIC SUBBASE AND PAVEMENT DESIGN. BASE: 1.FDOT SHELL ROCK, BANK RUN SHELL, LIMEROCK, CRUSHED CONCRETE OR CEMENT COQUINA BASE. LBR-100 2.BASE TO MEET LOCAL, FDOT, GEOTECHNICAL REPORT & WAWA SPECIFICATIONS NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORTNOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING CANOPY COLUMNS, BOLLARDS ETC. NOTE: CONTRACTION JOINTS TO BE SPACED AT A WIDTH OF WALKWAY OR A MAX. OF 10'. 2" TROWEL EDGE (ONLY WHERE CALLED OUT IN PLANS) NOTE: CONTRACTION JOINTS TO BE SPACED AT A WIDTH OF WALKWAY OR A MAX. OF 10'. 1 1/2 " MIN. 2" TROWEL EDGE (ONLY WHERE CALLED OUT IN PLANS) 1. SEE PAVEMENT SECTION FOR PAVEMENT DETAILS TO BE STANDARD DUTY CONCRETE IN NON-VEHICULAR AREAS. TO MEET CONCRETE CROSSWALK DETAIL FOR CROSSWALKS IF APPLICABLE. 2. FINAL COLOR TO BE COORDINATED WITH WAWA PRIOR TO INSTALLATION. 3. THE STAMPED CONCRETE FIELD IS "ASHLAR" PATTERN. USE INCRETE COLOR-INTEGRATED CONCRETE "DESERT TAN" WITH THE FOLLOWING STEP-BY-STEP TREATMENT: A. 100% BROADCAST DRY SHAKE HARDENER "DESERT TAN", FOLLOWED BY: B. 30%-35% BROADCAST DRY SHAKE HARDENER "COCOA", THEN HARD TROWEL. C. USE RELEASE POWDER "PEACH" IN MOLD. KEEP SOME OF THE COLOR IN GROUT JOINTS AND HIGHLIGHTS. D. USE PENETRATING, NON-GLOSSY SEALER SUCH AS CLEAR SEAL BY INCRETE SYSTEMS 2' 2' 5' (ADA PATH) 4" YELLOW WAWA TYPE B1 CURB SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) ASPHALT DRIVE AISLE CONCRETE PARKING CONCRETE PARKING PLAN MIN 6' (ADA PATH) 12" WHITE APPROX. LOCATION OF ADA PATH NOTE: PLANTER DRAINS TO CONNECT TO ROOF DRAIN MANIFOLD. SEE DETAIL. 18"SEE PLAN6" OR 8"(PER PLAN)CONCRETE SLAB ON GRADE "T" SEE PLANS"T"/4 CONCRETE SLAB ON GRADE NTS NTS NTS NTS NTS NTS NTS NTSNTS NTS NTSNTS 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR STAMPING OPTION TO BE DTERMINED BY CIVIL ENGINEER & WAWA NOT STAMPED/ COLORIZED STAMPED, SEE DETAIL FOR PATTERN & COLOR ISOLATION JOINT AT BUILDING PERIMETER (SEE DETAILS) CONSTRUCTION JOINT AT SIDEWALK/PARKING INTERFACE (SEE DETAILS) CANOPY AREA, LOADING ZONE, DUMPSTER APRON & TANK FIELD AREA CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-902 CONSTRUCTION DETAILS $200.00 FINE PARKING BY DISABLED PERMIT ONLY F.S. 318.18 12" PARKING AIR PUMP 60" ABOVEONLY PARKING SURFACEWAWA SIGNAGE/STRIPING DETAILS HANDICAP BLUE12'5'WHITE6" 6"WHITEBLUE6" 6" 6" 6" 2"2"2"BLUEWHITE18"8" WAWA CURB DETAILS RAMP WIDTH VARIES CURB DIRECTION OF TRAVEL0.4" 0.9" "AIR PUMP PARKING ONLY" SIGN 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS A 11'4' 6"10'5'20'-6"20'-0"4'3'4'3' EMERGENCY FUEL PUMP SHUT-OFF 32" 24" MAX SIDE ELEVATIONFRONT ELEVATION CURB PLAN VIEW 6"3''6"4' 11"8.5"32"3'4'17"9.75" 15.37"44.29"10"16.5"24"8"8"34.35"WAWA GENERAL DETAILS NTS (TOP OF PIPE) 5' MIN VARIES 3"33"3'-3"3'-0"10 3/4"1'-6" 2'-11 1/2" AUGER BORE 18" 9" VARIES BITUMINOUS AREAS CONCRETE AREAS LANDSCAPED AREAS AUGER BORE AUGER BORE GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS LANDSCAPEDBITUMINOUSA4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONCRETE 4" YELLOW 4" YELLOW NTS NTS NTS NTS NTS LIGHT POLE WITH STANDARD ANCHORING DETAIL NTS BOLLARD SPACING/DIMENSION DETAIL NTS AIR PARKING SPACE DETAIL NTS STANDARD BICYCLE RACK DETAIL NTS ADA DETECTABLE CURB WARNING DETAIL NTSNTS NTS AIR PUMP STAND WAWA TYPE B1 CURB WAWA TYPE F1 CURB AIR PARKING SIGN HANDICAP PARKING SIGN HANDICAP STRIPING DETAIL BOLLARD DETAIL EMERGENCY PUMP SHUTOFF DETAIL HANDICAP PARKING SIGN (SEE DETAIL) H.C. PAVEMENT SYMBOL (TYP.) FASTENED WITH ACORN NUT (TYP) GALVANIZED BREAKAWAY STEEL U POST FASTENED WITH ACORN NUT LEGEND AND BORDER - RED BACKGROUND - WHITE SIGN SHALL BE R7-8 (12" X 18") GALVANIZED BREAKAWAY STEEL U POST CONCRETE PAVEMENT JOINT SEAL 1 2 " EXP. JOINT AND PREFORMED JOINT FILLER ALL STD STRIPE TO BE YELLOW 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH TOPSOIL 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 4" TOPSOIL CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BED SUBGRADE PEA GRAVEL 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT 1" BELOW FINISHED SIDEWALK ELEVATION CONCRETE & SUBBASE VARYING THICKNESS SUBGRADE PEA GRAVEL CENTER OF BOLLARD 9" MIN. FROM EDGE OF POUR FACE OF SIDEWALK ADJACENT SURFANCE CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BED 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BED PEA GRAVEL SUBGRADE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH FINISH BITUMINOUS ELEVATION CONDUIT AS REQUIRED 24"Ø SONO TUBE WITH 4 - 6" BARS, VERT. CONCRETE CURB NOTE: PROVIDE 6" IDEALSHIELD (WHITE) BOLLARD @ SITE LIGHT @ PARKING SPACED AS DIRECTED BY WAWA PROJECT ENGINEER.ANCHOR BOLTS #4 TIES @ 6" O.C. MAX.; PROVIDE 4 - #4 TIES @ 3" O.C. AT TOP OF PIER 10" SCH. 40 PVC SLEEVE CONCRETE ENCASEMENT CUT 1" BELOW FINISHED SIDEWALK ELEVATION 1 2 " BELOW FINISH INTO SEALANT 1" SIKAFLEC 1C SL SEALANT 3" NON SHRINK GROUT PEA GRAVEL 6" SCH. 80 STEEL PIPE PEA GRAVEL BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE 10" SCH. 40 PVC SLEEVE COVER EMBEDDED 1 2 " INTO SEALANT 1" SIKAFLEC 1C SL SEALANT 4" TOPSOIL CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE 3" NON SHRINK GROUT PVC SLEEVE CUT FLUSH WITH FINISH ELEVATION OF BITUMINOUS/TOPSOIL WHITE VINYL CAP STAINLESS BOLTS (TYP.) 10" X 7" WHITE ALUMINUM SIGN WITH RED LETTERS EMERGENCY PUMP SHUTOFF BUTTON 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT T.O.C. 1 8 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE SLOPE TOWARDS ASPHALT 10" PVC SLEEVE 6" BOLLARD W/ COVER BOLLARD (TYP.) (SEE DETAIL) ADA CONSTRAINED DIMENSION 10" MAX BOLLARD (TYP.) (SEE DETAIL) ASPHALT CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB FASTENED WITH ACORN NUT FRONT ELEVATION PLAN VIEW BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH 50' MINR20' MIN OR AS DEEMED NECESSARY TO ACCOMODATE ANTICIPATED CONSTR. VEHICLE USAGE. 12' MIN B BDITCH MATCH EXIST. GRADE EXISTING PAVED ROADWAYCONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE TEMPORARY PIPE CULVERT AS NEEDED WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC PLAN VIEW NOTES: 1. CONTRACTOR TO PROVIDE A MINIMUM OF 1 STABILIZED ENTRANCE. 2. ALL OTHER STATE AND LOCAL JURISDICTION TO BE CONTRACTED AND ADHERED TO. CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW EROSION CONTROL DETAILS HANDHOLE W/ COVER MIN. 1 2"Ø X 15" L FINISH GRADE PHOTO CONTROLTOP COVER REV. JUNE 19, 2017 NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. REV. JULY 26, 2017 NOTES: NOTE: ALL SIGNS TO USE ACORN BOLTS. STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT STANDARD INDEX 17346 NOTE: ALL SIGNS TO USE ACORN BOLTS. 6" WHITE STRIPE SPACED 3.5' APART NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND LOCAL SPECIFICATIONS. ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. MADE OF ROLLED ALUMINUM: STANDARD LENGTHS: STANDARD HEIGHT: INSTALLATION OPTIONS: FINISHING OPTIONS: MANUFACTURED BY: 1 1/2" SCHEDULE 40 ALUMINUM WITH 1 7/8" O.D. 60" SECTION FITS UP TO 5 BIKES 46" SURFACE MOUNT STANDARD CLEAR ANODIZED IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 6" MAX. TYP.VERIFY WITH ARCH.PREMIUM POLES: 3 HANDICAP SPACE CONFIGURATION 2 HANDICAP SPACE CONFIGURATION 1 HANDICAP SPACE CONFIGURATION STANDARD SPACING NOTE: ALL DIMENSIONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. CONCRETE PAD 48"W X 36"D X 6"H EXCEL AIR MACHINE MODEL #SC05 REV. JULY 28, 2016 REV. JULY 28, 2016 IF PROJECT SITE LOCATED WITHIN THE FOLLOWING FLORIDA COUNTIES, THEN THE PREMIUM 0.188 MILL LIGHT POLE WILL BE REQUIRED: SARASOTA CHARLOTTE LEE COLLIER MONROE DADE BROWARD PALM BEACH MARTIN ST. LUCIE BREVARD SIGNAGE AND STRIPING NOTES: 1. ALL STANDARD PARKING STRIPES ARE TO BE 4" YELLOW 2. ARROWS SHOWN IN DRIVE AISLES ARE FOR INFORMATION ONLY AND SHALL NOT BE PAINTED. NOTE: THIS DETAIL IS NOT CERTIFIED. FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS CERTIFIED BY STRUCTURAL ENGINEER. PLACEMENT: POLE SHALL BE PLACED AT PARKING STRIPE AT HEAD OF SPACE. 5'-0" TYP. BELOW GRADE (MAYBE 4'-0" FOR SOIL W/ SOIL COHESION ~n 125 PSF LAMP FINISH GRADE 5.5'5.5' 0.2" STABILIZED CONSTRUCTION ENTRANCE / EXIT (TYPE 1)2.35"24"2.35"6"1'-0" MIN. 3'-0" MIN. 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT & ORD. NO. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE 60" ABOVE THE FINISHED GRADE TO THE BOTTOM OF THE SIGN. ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7. SIGN POST TO BE GALVANIZED BREAKAWAY STEEL U POST. 8. SIGN TO BE FASTENED TO POST WITH ACORN NUT.46"MAX40"NTS BOLLARD. SEE SEPARATE DETAIL. 10'5'12' 10'5'12' 5' TYP 10'5'12' 10'10' 5.5' 4' 5.5' 4' 4' 5.5' 4' 5' TYP 5' TYP 5' TYP 60° R 3 4"3"6"12" R2"R3"6"6"7"8" 18" 18"48"42"53.5" 12" 8.5" 20" 4"6"18"24"18" *NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. * VAN ACCESSIBLE 6"18"TRASH COMPOUND 21 10'NTS DUMPSTER CONCRETE APRON HEAVY DUTY CONCRETE PAVEMENT DUMPSTER AREA SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-901 CONSTRUCTION DETAILS EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEMETERWV WVWV SCALE NTS SECTION A-A ME ± 27.60 28.50 1.0% MIN.5.0% MAX. 9.5' 18'PROP. WAWA TYPE "F1" CURB EX TYPE 'F' CURB & GUTTER 28.50 28.88 26.00 28.00 ME ± 27.50 PROPERTY LINEPROPERTY LINE EX SIDEWALK 0.5% MIN.3% M A X . 3% MA X. SCALE NTS SECTION B-B PROP. WAWA TYPE "F1" CURB EX TYPE 'F' CURB & GUTTER 28.57 27.70 ME ± 27.90 PROPERTY LINE EX SIDEWALK SCALE NTS SECTION C-C 27.95 28.00 24' 10' PROP. WAWA TYPE "F1" CURB EX TYPE 'F' CURB & GUTTER 28.12 27.80 ME ± 28.50 PROPERTY LINE EX SIDEWALK SECTION D-D 28.50 28.00 11' SCALE NTS 4.0% MAX ME ± 28.40 PROP. WAWA TYPE "F1" CURB 29.40 29.20 2' PROPERTY LINE SCALE NTS SECTION E-E PROP. WAWA TYPE "F1" CURB 29.00 SECTION F-F SCALE NTS 29.38 ME ± 28.5029.45 27.50 28.00 6' SIDEWALK 11'PROPERTY LINE2% MAX CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057GP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:49 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGGP0 C-801 CROSS SECTIONS A-A B-BC-CD-DE-E F-F CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057IP0.DWG PRINTED BY: DELIAS 12.03.18 @ 2:51 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSP0 C-704 PHOTOMETRIC DETAILS 14 17 21 20 23 25 23 23 23 24 26 23 23 25 24 25 24 24 25 24 24 24 24 25 24 24 25 24 25 23 24 26 24 23 23 23 25 23 20 20 17 14 17 17 23 20 26 31 27 28 28 27 31 28 22 28 27 32 28 23 29 24 29 29 24 29 23 28 32 27 28 22 28 32 27 28 28 27 31 26 20 23 18 17 20 25 26 30 35 37 36 31 32 36 37 36 32 32 35 37 37 32 26 32 37 37 32 26 32 37 37 35 32 32 37 37 36 32 32 36 36 35 30 26 26 20 19 22 25 30 32 34 32 31 32 33 35 33 32 31 32 35 34 32 24 33 34 34 33 24 32 34 35 32 31 32 33 35 33 32 32 32 35 32 30 25 22 19 19 25 23 31 33 34 34 33 33 35 35 35 33 29 35 35 35 35 30 35 35 35 35 30 35 35 35 35 29 34 35 35 35 33 33 34 34 33 32 23 25 19 15 19 23 23 27 27 28 28 28 28 28 28 26 28 28 28 28 26 28 28 28 28 28 28 26 28 28 28 28 26 28 28 28 28 28 28 27 27 23 23 20 16 4.0 3.7 3.3 2.8 2.9 2.7 2.6 2.6 5.0 3.7 1.7 2.6 4.4 5.3 4.0 3.3 1.2 1.7 2.0 3.0 4.8 5.4 4.4 3.9 1.5 1.6 1.8 1.9 2.2 3.2 5.0 5.6 5.1 4.7 3.6 3.3 3.9 1.7 2.0 2.2 2.2 2.4 3.4 4.9 5.8 5.1 4.3 3.9 3.7 3.7 2.3 2.4 2.6 2.6 2.9 3.8 5.0 5.8 4.4 3.4 3.3 3.1 3.0 2.8 2.6 2.8 2.8 3.3 4.4 5.3 4.9 3.8 2.9 2.7 2.6 2.5 3.2 3.2 3.3 3.4 3.7 4.3 4.8 3.4 2.8 2.4 2.5 2.4 2.2 4.1 3.6 3.5 3.8 4.4 4.1 3.8 2.5 2.0 1.9 2.0 1.9 1.7 3.9 3.2 2.9 3.4 4.0 3.2 3.0 1.9 1.7 1.7 1.7 1.6 1.5 1.5 1.4 2.7 3.2 3.3 3.3 3.2 2.9 2.6 2.2 1.7 1.4 1.3 2.1 2.6 2.9 3.5 3.8 3.5 2.8 2.1 1.7 1.4 1.3 2.1 2.7 3.5 4.0 3.9 3.4 2.4 1.9 1.6 1.4 1.4 3.4 4.5 4.2 3.2 2.7 2.2 1.8 1.6 2.8 3.5 3.8 3.0 2.5 2.2 1.9 2.9 3.6 3.1 2.6 2.4 2.0 3.4 3.8 3.0 2.5 2.3 1.9 4.6 4.1 3.1 2.6 2.1 1.8 3.7 4.1 3.8 3.2 2.3 1.7 1.3 1.4 1.2 1.0 2.0 3.2 4.3 3.5 3.5 4.1 4.0 2.7 2.0 1.6 1.5 1.6 2.2 2.9 4.2 3.8 3.4 3.5 4.2 3.0 1.9 1.6 2.3 3.3 3.8 4.9 5.2 4.2 3.9 3.3 2.8 2.5 2.3 2.6 3.0 3.4 4.0 4.5 5.4 4.7 3.6 3.2 2.4 1.6 1.1 1.1 2.0 3.1 4.5 5.7 6.8 7.2 6.6 5.8 5.3 5.1 5.1 5.0 5.1 5.2 5.3 6.0 6.6 7.2 6.8 5.8 4.7 3.5 2.6 1.7 1.6 3.6 2.3 2.9 5.8 3.2 6.6 6.6 5.8 4.4 4.1 4.8 5.4 5.7 6.0 6.1 6.1 6.1 6.0 6.1 6.1 6.2 6.2 6.1 6.1 6.0 5.9 5.9 5.7 5.2 4.3 3.7 3.2 3.4 2.7 3.2 1.8 1.5 1.7 1.9 2.1 2.1 2.2 2.0 2.0 2.2 2.2 2.2 2.2 2.0 2.0 1.9 1.8 1.8 1.7 1.7 1.8 1.7 2.7 2.3 2.4 1.2 0.9 1.0 1.6 1.7 1.7 1.4 1.6 1.8 1.8 1.8 1.6 1.3 1.2 1.1 1.2 1.3 1.2 2.0 1.9 0.8 0.9 1.1 1.5 1.6 2.9 2.3 1.5 0.8 1.1 1.9 3.0 3.5 3.3 3.5 2.6 3.0 0.8 1.1 1.7 2.9 4.0 3.3 4.5 3.6 2.6 0.8 1.2 1.8 2.4 3.6 3.0 4.5 3.7 2.6 0.8 1.3 1.8 2.4 3.6 3.2 4.5 3.8 2.6 0.8 1.3 1.8 3.0 4.1 3.2 4.3 3.5 4.0 1.6 1.4 2.2 3.1 3.7 3.6 3.3 2.9 1.7 1.5 2.1 2.4 2.7 2.9 2.6 5.1 3.1 1.9 1.5 2.2 3.2 3.8 3.5 1.5 1.7 1.4 1.9 2.9 1.0 1.1 1.1 1.3 1.4 1.4 1.5 2.0 2.5 2.3 2.2 1.5 2.0 2.5 3.6 3.0 1.1 1.4 1.2 1.3 1.3 1.3 1.2 1.2 1.3 1.4 1.6 1.5 1.4 1.3 1.5 1.9 2.4 3.5 3.1 2.0 3.0 2.8 2.4 1.9 1.3 1.4 1.5 1.5 1.6 1.7 1.6 1.6 1.4 1.3 1.8 2.9 3.9 3.0 1.7 2.6 2.0 2.2 2.1 2.2 2.4 1.4 1.3 1.9 2.8 1.9 3.5 3.6 2.8 2.8 3.9 3.0 2.1 3.5 4.4 3.6 4.0 3.6 3.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.0 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 0.1 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 0.0 0.0 0.0 0.0 0.0 0.1 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 0.1 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 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 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 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.2 1.3 1.1 0.9 0.8 0.7 0.8 1.1 1.3 1.3 1.2 0.8 1.1 1.2 1.2 0.9 0.6 0.4 0.3 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 1.2 0.7 0.5 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.0 0.8 0.3 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.3 0.4 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.4 1.8 1.3 0.9 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.1 0.4 2.7 1.9 1.6 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.7 0.9 1.0 1.3 2.7 2.9 2.3 2.1 0.7 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.1 1.7 1.5 2.9 2.2 0.7 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.4 2.8 2.8 3.4 1.8 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.6 3.2 3.8 2.0 1.5 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.5 1.7 2.7 3.1 2.7 1.8 1.5 1.5 1.1 0.9 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 1.4 2.3 2.4 3.1 1.1 1.3 1.3 1.1 1.2 1.2 1.2 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.9 1.5 1.7 2.6 2.1 1.6 1.5 0.8 0.6 0.6 0.7 1.1 1.6 1.2 2.4 2.8 3.5 2.8 2.7 1.9 1.2 1.0 0.9 1.8 1.9 1.3 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.2 1.1 0.8 0.7 0.4 0.4 0.4 0.6 1.1 2.2 14.0 7.5 12.5 16.4 2.0 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.4 0.3 0.2 0.2 0.3 0.5 1.1 3.0 1.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.0 0.2 0.2 0.2 0.2 0.2 0.3 0.5 1.3 3.3 0.6 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.3 3.5 0.6 0.2 0.1 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 3.4 1.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 3.2 2.2 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.8 3.6 1.9 0.2 0.0 0.0 0.1 0.1 0.1 0.3 0.8 1.9 1.9 1.9 2.3 3.6 2.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.5 1.1 1.7 2.7 3.6 3.3 2.8 2.7 2.6 2.6 2.4 3.5 2.4 1.6 4.1 3.3 1.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.8 1.8 1.5 0.6 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 1.2 0.1 0.0 0.0 0.1 0.1 0.1 0.2 1.4 3.3 3.1 1.9 0.1 0.0 0.0 0.1 0.1 0.1 0.8 1.5 1.2 1.4 1.4 0.9 0.1 0.0 0.0 0.1 0.1 0.6 1.9 1.5 1.3 0.5 0.4 0.3 0.1 0.0 0.0 0.1 0.1 1.1 1.6 1.3 2.0 2.9 2.6 2.3 2.5 2.3 2.8 1.1 0.4 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.1 1.7 2.8 3.6 2.9 1.7 1.0 0.8 0.6 0.2 0.2 0.2 0.2 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 1.3 2.0 1.8 1.5 1.2 0.7 0.3 0.2 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 0.1 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 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 0.1 0.0 0.0 0.0 NOTES: - ALL AREA LIGHTS ON 20 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB 1 B1 3 B5 4 B5 5 B5 6 B5 7 C1 8 C1 9 C1 10 C1 11 C1 12 C1 13 C1 14 C1 15 C1 16 C1 17 C1 18 C1 19 C1 20 C1 21 C1 22 C1 23 C1 24 C1 25 C1 26 C1 27 C1 28 C1 29 C1 30 C1 31 C1 32 C1 33 C1 34 C1 35 C1 36 C1 37 C1 38 C1 39 D1 40 D1 41 D1 42 D1 43 D1 44 D1 45 D1 46 D1 47 D1 48 D1 49 D1 50 D1 51 D1 52 D1 53 D1 54 D1 55 D1 56 D1 57 D1 58 D1 59 D1 60 D1 61 D1 62 D1 63 D1 64 D1 65 D1 66 D1 67 D2 68 D2 69 E4 70 E4 71 S1 72 S1 73 S2 74 S2 75 W1 76 W1 77 W1 78 W1 79 W1 2 B1 EAA F85 F/B (6,119 SF) STATE ROAD NO. 70NW 3rdAVENUENW 2nd STREET NW 2nd AVENUE23 23 25 23 20 20 17 14 28 27 31 26 20 23 18 17 32 36 36 35 30 26 26 20 32 32 35 32 30 25 22 19 33 34 34 33 32 23 25 19 28 28 27 27 23 23 20 16 5.0 3.7 5.3 4.0 3.3 5.4 4.4 3.9 5.6 5.1 4.7 3.6 3.3 3.9 5.8 5.1 4.3 3.9 3.7 3.7 5.8 4.4 3.4 3.3 3.1 3.0 4.9 3.8 2.9 2.7 2.6 2.5 3.4 2.8 2.4 2.5 2.4 2.2 2.5 2.0 1.9 2.0 1.9 1.7 1.9 1.7 1.7 1.7 1.6 1.5 1.5 3.5 4.2 3.0 1.9 4.7 3.6 3.2 2.4 1.6 1.1 6.8 5.8 4.7 3.5 2.6 1.7 3.6 2.3 5.8 3.2 6.6 6.6 5.8 5.9 5.7 5.2 4.3 3.7 3.2 1.8 1.8 1.7 1.7 1.8 1.7 1.1 1.2 1.3 1.2 0.8 0.9 1.1 1.5 1.6 1.5 0.8 1.1 1.9 3.0 3.5 3.3 3.0 0.8 1.1 1.7 2.9 4.0 3.3 2.6 0.8 1.2 1.8 2.4 3.6 3.0 2.6 0.8 1.3 1.8 2.4 3.6 3.2 2.6 0.8 1.3 1.8 3.0 4.1 3.2 4.0 1.6 1.4 2.2 3.1 3.7 3.6 2.9 1.7 1.5 2.1 2.4 2.7 2.9 3.1 1.9 1.5 2.2 3.2 3.8 3.5 1.4 1.9 2.9 2.2 1.5 2.0 2.5 3.6 3.0 1.5 1.4 1.3 1.5 1.9 2.4 3.5 3.1 1.6 1.6 1.4 1.3 1.8 2.9 3.9 3.0 2.2 2.4 1.4 1.3 1.9 2.8 3.9 3.0 3.6 3.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 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 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 1.1 1.2 1.2 0.9 0.6 0.4 0.3 0.1 0.2 0.1 0.1 0.1 0.0 1.2 0.7 0.5 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.8 0.3 0.4 0.3 0.2 0.1 0.1 0.0 1.3 0.4 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.4 1.8 1.3 0.9 0.3 0.1 0.1 0.0 0.4 2.7 1.9 1.6 0.5 0.2 0.1 0.0 2.7 2.9 2.3 2.1 0.7 0.2 0.1 0.0 2.9 2.2 0.7 0.2 0.1 0.0 3.4 1.8 0.6 0.2 0.1 0.0 2.0 1.5 0.6 0.2 0.1 0.0 1.5 1.5 1.1 0.9 0.5 0.2 0.1 0.0 1.1 1.2 1.2 1.2 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.9 1.8 1.9 1.3 0.4 0.2 0.2 0.1 0.1 0.1 0.0 16.4 2.0 0.2 0.1 0.1 0.1 0.1 0.0 1.2 0.2 0.1 0.1 0.1 0.0 0.6 0.2 0.1 0.1 0.0 0.6 0.2 0.1 0.0 1.3 0.1 0.1 0.0 2.2 0.2 0.1 0.0 3.6 1.9 0.2 0.0 3.6 2.1 0.1 0.1 0.0 3.5 2.4 1.6 4.1 3.3 1.2 0.1 0.1 0.0 1.8 1.5 0.6 0.1 0.1 0.0 0.6 0.1 0.1 0.0 1.2 0.1 0.0 3.3 3.1 1.9 0.1 0.0 1.2 1.4 1.4 0.9 0.1 0.0 1.3 0.5 0.4 0.3 0.1 0.0 2.3 2.8 1.1 0.4 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.2 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 D1 9 47 D1 9 48 D1 9 49 D1 9 50 D1 9 51 D1 9 52 D1 9 53 D1 9 54 D1 9 55 D1 9 56 D1 9 57 D1 9 58 D1 9 59 D1 9 60 D1 9 61 D1 9 62 D1 9 63 D1 9 64 D1 13.5 65 D1 9 66 D1 9 67 D2 13.5 68 D2 13.5 69 E4 20.5 70 E4 20.5 71 S1 9 72 S1 9 73 S2 8.5 74 S2 8.5 75 W1 15 76 W1 15 77 W1 15 78 W1 15 79 W1 15 LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 2 B1 SINGLE 12678 1.010 B3-U0-G2 134 268 Cree Inc.ARE-EDG-4M-DA-06-E-UL-WH-700-57K 4 B5 SINGLE 10794 1.010 B1-U0-G2 133 532 CREE, INC.ARE-EDG-4MB-DA-08-E-UL-WH-525-57K 32 C1 SINGLE 8924 1.010 B3-U0-G1 92 2944 CREE, INC.CAN-304-SL-RD-04-E-UL-WH-700-57K 28 D1 SINGLE 1652 1.010 B2-U0-G0 27.2 761.6 Cree Inc KR6-20L-35K-120V + KR6T-SSGC-FF 2 D2 SINGLE 880 1.000 B1-U0-G0 19.5 39 USA ILLUMINATION DL2 3230-10-2-LRTA4-8320-C1-30-NC-120V-W 2 E4 SINGLE 8402 1.010 B1-U0-G2 131.9 263.8 CREE, INC.ARE-EDG-2MB-DM-06-E-UL-WH-700-57K 2 S1 SINGLE 2011 1.000 B0-U5-G2 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT S9131-L23-35K-BS 2 S2 SINGLE 2011 1.000 B0-U5-G2 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT S9131-L23-35K-BS 5 W1 SINGLE 4210 1.010 B1-U0-G1 43 215 CREE, INC.SEC-EDG-3M-WM-04-E-UL-WH-350-57K LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 B1 20.5 2 B1 20.5 3 B5 20.5 4 B5 20.5 5 B5 20.5 6 B5 20.5 7 C1 18.21 8 C1 18.21 9 C1 18.21 10 C1 18.21 11 C1 18.21 12 C1 18.21 13 C1 18.21 14 C1 18.21 15 C1 18.21 16 C1 16.21 17 C1 16.21 18 C1 18.21 19 C1 18.21 20 C1 18.21 21 C1 18.21 22 C1 18.21 23 C1 16.21 24 C1 16.21 25 C1 16.21 26 C1 16.21 27 C1 16.21 28 C1 16.21 29 C1 16.21 30 C1 16.21 31 C1 16.21 32 C1 16.21 33 C1 16.21 34 C1 16.21 35 C1 18.21 36 C1 18.21 37 C1 16.21 38 C1 16.21 39 D1 9 NOTES: - ALL AREA LIGHTS ON 20 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 28.40 37 14 2.03 2.64 DELIVERY 3.08 4.0 2.6 1.18 1.54 ENTRANCES & EXITS 3.03 5.8 1.2 2.53 4.83 PAVED 2.87 7.2 0.8 3.59 9.00 UNDEFINED 0.64 16.4 0.0 N.A.N.A. 1 B1 5 B5 6 B5 16 C1 17 C1 18 C1 19 C1 20 C1 23 C1 40 D1 41 D1 51 D1 53 D1 54 D1 56 D1 NW 2nd AVENUECONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057IP0.DWG PRINTED BY: DELIAS 12.03.18 @ 2:51 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSP0 C-703 PHOTOMETRIC PLAN 1"=30' 0 307.51530 EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) PROP CONSTRUCTION ENTRANCE WITH TWO (2) 10' SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO SITE, NOT INTO RIGHT OF WAY) PROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP) PROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP)SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057OB0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:49 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGOB0 C-602 PHASE II SOIL EROSION CONTROL PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES PROP INLET PROTECTION PROP SOIL TRACKING PREVENTION MAT PROP STORM PIPE PROP SILT FENCE PROP CONSTRUCTION FENCE SF SF FILTER FABRIC 3' OR MORE12" MIN.8"WOOD 2" x 4" STEEL 1.33 LBS/FT. MIN. OAK 1 1/2" x 1 1/2"15"-18"WOOD 2 1/2" MIN. Ø POST OPTIONS : 6' MAX. (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS CURB INLET PROTECTION DETAIL NOT TO SCALE 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING MAINTENANCE NOTES:POLLUTION PREVENTION NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6.REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEX X XXXXXX X XX XX X X X XXX XXX XX X XXX L1 L2L3L4L5L6L7L8L9L10L11X X X PROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP) PROP CONSTRUCTION ENTRANCE WITH TWO (2) 10' SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO SITE, NOT INTO RIGHT OF WAY) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET)SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CONSTRUCTION FENCE (TYP) PROP. SILT FENCE (TYP) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057OA0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGOA0 C-601 PHASE I SOIL EROSION CONTROL PLAN 1"=20' 0 2051020 LEGEND: FILTER FABRIC 3' OR MORE12" MIN.8"WOOD 2" x 4" STEEL 1.33 LBS/FT. MIN. OAK 1 1/2" x 1 1/2"15"-18"WOOD 2 1/2" MIN. Ø POST OPTIONS : 6' MAX. (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS CURB INLET PROTECTION DETAIL NOT TO SCALE 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING MAINTENANCE NOTES:POLLUTION PREVENTION NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6.REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES PROP INLET PROTECTION PROP SOIL TRACKING PREVENTION MAT PROP STORM PIPE PROP SILT FENCE PROP CONSTRUCTION FENCE SF SF EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11 PROP 40 LF 6" SEWER LATERAL @ 1% MIN SLOPE CO-7 CO-8PROP SEWER MH INV. = 22.53 DOGHOUSE OVER EXISTING 8" GRAVITY MAIN EXISTING GRAVITY SEWER 102 LF @ 0.22% TO REMAIN PROP 4' SEWER MH INV.=22.42 PROP SEWER MH INV.=22.06 DOGHOUSE OVER EXISTING 8" GRAVITY MAIN PROP GRAVITY SEWER 54 LF 12" @ 0.21% PROPOSED GRAVITY SEWER 104 LF 12" @ 0.21% PROP 4' SEWER MH INV.=22.20 PROPOSED GRAVITY SEWER 67 LF 12" @ 0.21% E E E E E E E E E E E E E E E E EEEEEEEEPROPOSED 68 LF 8" C900 WATER MAINTSLSLSL SL SL SL SLSLSLSLSLSLSLSLPROP 230 LF TELECOM WAWA SERVICE CONDUITS 1,250 GAL OIL/ GREASE INTERCEPTOR CO-1CO-3 CO-2 CO-4 CO-6 CO-5 CO-9 CO-10 PROP. 212 LF ELECTRICAL WAWA SERVICE CONDUITS CONTRACTOR TO COORDINATE WITH FPL ON UNDERGROUND POWER RELOCATION AND SERVICE TO PROP TRANSFORMER (DESIGN BY OTHERS)GGGGGGGGGGG G G G G G G G G G G G G G G G G G CO-11 CONNECT 6" SERVICE LATERAL @ INV.=22.07 WITH 6"x12" WYE W W W W S S S S S S S 18'WWWWW W W W W W W S S S S PROP 53 LF 6" SEWER LATERAL @ 1% MIN SLOPE S S S EXISTING GRAVITY SEWER 144 LF @ 0.22% TO REMAIN PROP 55 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 30 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 18 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 36 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 30 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 64 LF 6" SEWER LATERAL @ 1% MIN SLOPE 15'TTTTT T T T T T T T T T T T T T T T TTTT5'5'20'6'9'10'15' SHARED UTILITY EASEMENT 10'10'10'5'PROP. 5' FPU GAS EASEMENT PROP. 409' GAS LINE RELOCATION BY OTHERS (CONTRACTOR TO COORDINATE WITH FPU) 10' FPL EASEMENT TIE INTO EXISTING WATER MAIN WITH PROP 8" C-900 45° BEND PROP 8" C-900 11.25° BEND PROP 8 LF 8" C-900 WATER MAIN WITH 8" G.V. PROP 8" C-900 22.50° BEND, 8 LF 8" C-900 WATER MAIN, & 8" C-900 11.25° BEND 23'PROPOSED 116 LF 8" C-900 WATER MAIN 18' X 23' SHARED UTILITY EASEMENTCC CCC C C C C C C C C C C C C C C C CCCCWATER / SEWER EASEMENT PROP 45 LF 8" C-900 WATER MAIN PROP 8" C-900 45° BENDMETERPROP 8" x 2" SADDLE AND CORP STOP 1.5" METER, 1.5" 90° BEND, & 1.5" BACKFLOW PREVENTER FOR 2" PE POTABLE WATER SERVICE PROP 8" X 6" TEE, 6" 45° BEND, 6" G.V., 14 LF 6" C-900, & F.H. ASSEMBLY WV WWWWWPROP LINE STOP, RESTRAIN EX. 8" CAST IRON 100' WEST @ ALL FITTINGS CONTRACTOR TO VERIFY EAST INLINE VALVE WORKS TO ALLOW FOR ONLY ONE LINE STOP TO BE USED WVWV SSSEEEEEE E E E E E E E ET T TTTTT T T T T T T 20'10'5'5'15'2 0 ' 8 . 9 ' 5 . 5 ' 5 . 6 ' CONTRACTOR TO COORDINATE WITH COMCAST ON EXISTING OH AND UNDERGROUND TELECOM & CABLE/FIBER ON RELOCATION TO UNDERGROUND WITH HANDHOLES AND SERVICE TO SITE (DESIGN BY OTHERS) CONTRACTOR TO VERIFY THIS IS AN INLINE VALVE, THAT IT IS WORKING PROPERLY, AND COORDINATE WITH UTILITY AUTHORITY TCONTRACTOR TO COORDINATE WITH FPL ON UNDERGROUND POWER RELOCATION, 2 LARGE PULL BOXES ARE REQUIRED CONTRACTOR TO COORDINATE WITH COMCAST ON 2 SMALL HAND HOLES FOR RELOCATION OF TELECOM AND TWO LARGE HAND HOLES FOR FIBER-CABLE & TELECOM CONTRACTOR TO COORDINATE WITH FPU ON GAS TIE IN AND JACK AND BORE, REMAINING EX. GAS TO SOUTH AND UNDER THE ROAD TO BE ABONDONED IN PLACE AFTER CONNECTION THAT SERVES RESTAURANT TO THE NORTH WWWWW W W W W W W WPROPOSED 130 LF 1.5" PE POTABLE WATER SERVICE PROP 102 LF 3 4" PVC POTABLE WATER SERVICE TO TRASH ENCLOSURE 1 2 3 6 5 4X X XXXXX X TCONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057UP0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:03 PM LAST SAVED BY: CROGERS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGUP0 C-501 UTILITY PLAN 1"=30' 0 307.51530 WATER DISTRIBUTION NOTES: 1.CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. 2.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. SANITARY SEWER NOTES: 1.GENERAL: A.DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 2.MATERIALS: A.ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. B.ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. C.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. 3.INSTALLATION: A.PIPE AND FITTINGS: 1)SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". 2)BEDDING AND INITIAL BACKFILL (12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4" WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. B.CLEANOUTS: 1)CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. 2)ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. C.SERVICE: 1)MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. 2)EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. 3)CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 4.TESTING: A.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. B.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. C.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. D.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. E.GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 100% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TESTS SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. F.GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS0BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATION IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. G.ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. LEGEND: EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES EX STORM WATER LINE EX OVERHEAD LINE EX SANITARY LINE EX WATER LINE EX FIRE HYDRANT PROP SANITARY LINE PROP SANITARY LATERAL PROP FIRE LINE PROP WATER LINE PROP WATER SERVICE PROP ELECTRIC LINE PROP TELEPHONE LINE PROP TRANSFORMER PAD AND CT CABINET PROP STORM SEWER PROP EXFILTRATION TRENCH EX STORM STRUCTURES PROP STORM STRUCTURES S S W W E E T T SL SL WL WL F F T DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. UTILITY CROSSING SCHEDULE: CROSSING 1 TOP UTILITY: 8" DIP WATER BOT EL. = 25.50 BOTTOM UTILITY: 15X21" ELLIPTICAL HDPE STORM TOP EL. = 24.97 CROSSING 3 TOP UTILITY: 18" HDPE STORM BOT EL. = 23.97 BOTTOM UTILITY: 6" PVC SAN SEWER LAT.= 22.98 PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W SANITARY CLEANOU T SCHEDULE C.O. No.RIM ELEV.INVERT ELEV. 1 AT GRADE 25.50 2 AT GRADE 25.50 3 AT GRADE 25.50 4 AT GRADE 25.15 5 AT GRADE 24.40 6 AT GRADE 25.00 7 AT GRADE 24.75 8 AT GRADE 24.50 9 AT GRADE 23.80 10 AT GRADE 23.40 11 AT GRADE 22.62 CROSSING 2 TOP UTILITY: 15X21" ELLIPTICAL HDPE STORM BOT EL. = 23.80 BOTTOM UTILITY: 12" PVC SAN TOP EL. = 23.17 CROSSING X MAINTAIN MIN. 12" SEPARATION CROSSING 4 TOP UTILITY: 10" PVC STORM BOT EL.= 26.80 BOTTOM UTILITY: 6" PVC SAN TOP EL.= 25.94 CROSSING 5 TOP UTILITY: 10" PVC STORM BOT EL.= 26.61 BOTTOM UTILITY: 6"PVC SAN TOP EL.= 25.94 CROSSING 6 TOP UTILITY: 10" PVC STORM BOT EL.= 26.46 BOTTOM UTILITY: 6" PVC SAN TOP EL.= 25.94 X EAA GEN F85 F/B (6,119 SF) T STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11 27.85 28.50 28.65 28.55 28.50 28.10 29.70 29.55 29.75 29.95 28.65 29.5528.50 27.85 29.90 29.70 29.58 29.78 29.18 29.45 29.50 29.26 29.30 28.70 28.67 28.75 28.58 28.50 28.00 28.25 28.90 29.70 29.60 28.80 29.80 30.0029.33 29.45 29.10 29.20 29.70 28.00 28.65 28.10 29.90 29.95 28.65 28.4028.40 28.50 28.50 28.5028.35 28.20 28.10 25.95 25.55 28.00 28.00 27.00 26.00 27.00 26.00 25.00 28.00 28.00 27.00 26.00 2 6 . 0 0 2 7 . 0 0 26.00 25.25 28.90 29.10 30.00 28.0028.00 28.00 28.0029.85 29.55 26.00 27.00 28.15 28.15 28.30 29.10 25' RAMP @ 4% MAX SLOPE 28.90 28.75 28.15 28.35 28.40 27.90 27.10 27.50 27.70 27.30 M.E. M.E. M.E.M.E. M.E. M.E. M.E. M.E. M.E. M.E. M.E. M.E.M.E. M.E. M.E. M.E. 28.70 27.80 27.1027.4027.80 25.10 28. 0 0 29.00 M.E.M.E. 27.65 M.E. 27.80M.E. 27.70 M.E. 27.72 M.E. 27.94 M.E. 27.43 M.E. 27.50 M.E. 27.58 M.E. PROP 121 LF - 18" HDPE PROP 145 LF - 15" HDPE PROP 31 LF - 12" HDPE PROP 70 LF - 6" PVC PROP 30 LF -6" PVC PROP 130 LF - 12" PVC. STRUCTURE #1 PROP MOD. FDOT TYPE "E" DITCH BOTTOM INLET CONTROL STRUCTURE GRATE EL. = 29.00 WEIR @ EL. = 27.85 0.5' INVERTED TRI. BLEEDER @ EL. = 22.50 INV. EL. (S) = 22.50 (12") INV. EL. (N) = 22.50 (15") STRUCTURE #5 PROP CURB INLET WITH 4' MH BOTTOM GRATE EL. = 28.00 INV. EL. (E) = 24.50 (15") INV. EL. (S) = 25.70 (10") STRUCTURE #8 PROP FODT TYPE "C" DITCH BOTTOM INLET GRATE EL. = 25.00 INV. EL. (N) = 22.50 (15"x21") INV. EL. (W) = 22.50 (18") INV. EL (S) = 22.50 (18") PROP 18" NYLOPLAST YARD DRAIN GRATE EL. = 26.00 INV. EL. (SW) = 24.00 (12") CO #15 INV. = 27.00 CO #14 INV. = 26.80 CO #13 INV. = 26.60 CO #11 INV. = 26.40 CO #10 INV. = 26.50 CO #8 INV. = 27.00 CO #2 INV. = 27.05 CO #1 INV. = 27.15 CO #3 INV. = 26.85CO #4 INV. = 26.75 CO #5 INV. = 26.45CO #6 26.35 CO #7 INV. = 26.10 CO #23 INV.=25.80 CO #24 INV.=27.00CO #21 INV. EL.=26.25 CO #22 INV.=25.87 CO #19 INV.=27.00 CO #9 INV. = 26.50 CO #12 INV. = 26.40 CO #16 INV. = 26.80 STRUCTURE #3 PROP 4' MANHOLE RIM EL. = 29.10 INV. EL. (N,S) = 23.90 (18",15"x18") INV. EL. (W) = 25.00 (12") CO #20 INV.=26.70 CORE DRILL EX. STRUCTURE INV. EL. = 22.53 AND TIE PROPOSED 12" OUTFALL PIPE TO EX. FDOT STRUCTURE PROP. 24" NYLOPLAST MANHOLE RIM EL. = 28.00 INV. EL. (E,W) = 23.00 (18") INV. EL. (N) = 24.50 (12") PROP 6" MITERED END INV. EL. = 26.00 STRUCTURE #4 PROP. INLET WITH 4' MH BOTTOM GRATE EL. = 27.90 INV. EL. (S) = 24.25 (18") INV. EL. (NE) = 24.25 (12") INV. EL. (W) = 24.25 (15") PROP 95 LF - 10" PVC PROP 61 LF - 10" PVC. PROP 115 LF - 15"x21" ELLIPTICAL HDPE PROP 34 LF - 18" HDPE. PROP 16 LF - 18" HDPE. PROP 11 LF - 12"HDPE. PROP STORMWATER UNDERGROUND STORAGE VAULT TRITON S29 CHAMBERS (0.08 AC.FT. OF STORAGE) CHAMBER INVERT EL.=23.00 PROP 30 LF - 6" PVC PROP 54 LF 12" HDPEPROP 6" MITERED END INV. EL. = 25.90 PROP 12" MITERED END INV. EL. = 25.80 RL-2RL-3RL-4PROP 39 LF - 10" PVC PROP 117 LF - 12" PVC. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057GP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGGP0 C-401 PAVING, GRADING & DRAINAGE PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX STORM SEWER EX SPOT GRADE PROP SPOT GRADE PROP HEAVY DUTY ASPHALT PAVEMENT PROP STANDARD CONCRETE PROP STANDARD DUTY CONCRETE PAVEMENT PROP HEAVY DUTY CONCRETE PAVEMENT PROP PERVIOUS PAVEMENT AREA PROP STAMPED CONCRETE PROP GRAVEL PROP DRAINAGE ARROW PROP RIDGE LINE PROP DRAINAGE PIPE PROP EXFILTRATION TRENCH PROP STORM STRUCTURE 1.GENERAL: A.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. B.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "BC" = BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MATCH" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. C.THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. D.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. E.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. F.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. G.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. H.PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. I.AS PER SECTION 816.10.1.2.1 OF CITY'S LAND DEVELOPMENT CODE, NEW NON-RESIDENTIAL BUILDINGS SHALL HAVE THE LOWEST FLOOR ELEVATED TO OR ABOVE THE ELEVATION REQUIRED IN THE FLORIDA BUILDING CODE, THE BASE FLOOD ELEVATION PLUS 1 FOOT, OR 6 INCHES ABOVE THE HIGHEST ROAD CROWN ELEVATION OF THE CENTERLINE OF THE ADJACENT STREET, WHICHEVER IS HIGHEST. 2.MATERIALS: A.BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS. OR EQUALIVENT LIMEROCK THICKNESS W/ MIN. LBR-100. (MAX. 6" LIFTS) B.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. C.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. 3.INSTALLATION: A.SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), TO A MIN. 12" AND SHALL HAVE A MINIMUM LBR 40. B.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). C.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. D.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE OR THE LATEST REVISION. 4.TESTING A.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. B.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. C.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. D.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. E.DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. PAVING AND GRADING NOTES: 25 YEAR - 72 HOUR PERIMETER GRADE ELEVATION = 17.85' DATUM NOTES: 7.50 GENERAL NOTES: 1.CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3.COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4.STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 5.ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY AND ON-SITE WILL NEED TO BE SODDED. 6.ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. STORM DRAINAGE NOTES: 1.GENERAL: A.DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2.MATERIALS: A.REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. B.ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH-ON RUBBER GASKET JOINTS. C.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. D.PROPOSED "GRATE INLETS" SHALL BE STANDARD FDOT TYPE 'C' DITCH BOTTOM INLETS, PER FDOT INDEX #232. 3.INSTALLATION: A.PIPE SHALL BE PLACED ON A MINIMUM OF 8 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. B.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. C.PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D.ENGINEER OF RECORD SHALL PERFORM FULL TIME INSPECTION REPORTS AND CERTIFICATION OF PROPER INSTALLATION TO CITY FOR HDPE DRAINAGE PIPES. ROOF DRAIN SCHEDULE: PIPE No.SIZE (IN)TYPE LENGTH (FT)SLOPE (%) RL-1 12"PVC PIPE 117 1.0 RL-2 12"PVC PIPE 61 1.0 RL-3 10"PVC PIPE 95 1.0 RL-4 12"PVC PIPE 39 1.0 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. FEMA MAP INFORMATION: 1.ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 12093C0480C, OKEECHOBEE COUNTY, FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W EAA GEN F85 F/B (6,119 SF) T 13'R2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3'R3'R3'R15'R 10'R15 ' R 3'R2 'R15'R12'R 35'R 35'R2'R13'R2'R2'R10'R2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEEAA GEN F85 F/B (6,119 SF) T 1 3 ' R 2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3' R 15'R10'R15 ' R 3'R2 'R15'R12'R 35'R 35'R2' R 13'R2'R2'R1 0 ' R 2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUE1"=40' 0 40102040 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057VM0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSteering Angle Lock to Lock Time Articulating Angle WB-50 Trailer Track Tractor Track Trailer Width Tractor Width 12.503.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 35.50 7.50 42.50 : : :6.0 17.7 70.0 VM0 C-304 VEHICULAR MOVEMENT PLAN 2 feet Wayne Titan Lock to Lock Time Steering Angle Width Track 6.0 45.0: : 8.00 8.46: : 4.87 17.67 33.83 WAWA FUEL TRUCK CIRCULATION PLAN (WB-50)WAWA TRASH TRUCK CIRCULATION PLAN EAA GEN F85 F/B (6,119 SF) T 13'R2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3' R 15'R10'R1 5 ' R 3'R2'R15'R12'R 35'R 35'R2' R 13'R2'R2'R10'R2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEEAA GEN F85 F/B (6,119 SF) T 1 3 ' R 2'R2'R1 0 ' R 15'R 35'R5'R5' R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3'R15'R 10'R15 ' R 3'R2 'R15'R12'R 35'R 35'R2' R 13'R2'R2'R10'R2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15' R 25'R 40 ' R STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUE1"=40' 0 40102040 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057VM0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSteering Angle Lock to Lock Time Articulating Angle WB-50 Trailer Track Tractor Track Trailer Width Tractor Width 12.503.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 35.50 7.50 42.50 : : :6.0 17.7 70.0 WAWA LOADING TRUCK CIRCULATION PLAN (WB-50) VM0 C-303 VEHICULAR MOVEMENT PLAN WAWA FIRE TRUCK CIRCULATION PLAN 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time 25'5' WIDE ROCK BED FUEL PRICING SIGN 8 3 7 8 E 5 8 8 25'AA20'30'35'20'8'20'10'20'26.5'25' 10'35'20' BUILDING SETBACK 10' LANDSCAPE BUFFER 2'2'10'20'8' 8' 16.7' 10' BUILDING SETBACK 10' LANDSCAPE BUFFER 10' BUILDING SETBACK 2' LANDSCAPE BUFFER 2' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFERGEN F85 F/B (6,119 SF)10'8' BUILDING SETBACKPROP FUEL PRICING SIGN PROP STOP BAR & R1-1 "STOP" SIGN 35.1'PROP 4" YELLOW (TYP.)PROP STOP BAR & R1-1 "STOP" SIGN PROP 4" YELLOW (TYP.) PROP 15' OF 6" DOUBLE YELLOW PROP ADA ACCESSIBLE PARKING SIGNS PROP ADA STRIPING (SEE DETAILS) PROP DIRECTIONAL ARROW (TYP.) PROP LOADING ZONE PROP STOP BAR & R1-1 "STOP" SIGN PROP 15' OF 6" DOUBLE YELLOW T 18'10'4 4 4 7 7 2 10'11'5'11.4'33.7'24.3'23.7'26.7'38.8' PROP ADA ACCESSIBLE PARKING SIGN PROP 25' OF 6" DOUBLE YELLOW 9'8.1'9'11.2'14.4'8'3'25' 10' STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057PM0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGPM0 C-302 PAVEMENT MARKING AND SIGNAGE PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX EASEMENT LINES PROP SIGN PROP SIGN ON BOLLARD WHITE LETTERS RED BACKGROUND TYPICAL STOP SIGN DETAIL (R1-1) NOT TO SCALE 36" X 36" STOP BAR DETAIL NOT TO SCALE 24" WHITE THERMOPLASTIC STOP BAR12' MIN.24"PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W WHITE LETTERS RED BACKGROUND TYPICAL STOP SIGN DETAIL (R1-1) WITH RIGHT TURN ONLY SIGN (R3-5R) NOT TO SCALE 36" X 36" 24" X 30" ONE WAY SIGN (R6-1R) NOT TO SCALE NO PARKING LOADINGZONE TYPICAL NO PARKING LOADING ZONE SIGN DETAIL (R7-6) NOT TO SCALE 24"X30" STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEL1 L2L3L4L5L6L7L8L9L10L11PROP WAWA TYPE "B-1" CURB 4'x3' AIR MACHINE PAD W/ 2 BOLLARDS 25'PROP DUMPSTER ENCLOSURE LOCATION 5' WIDE ROCK BED FUEL PRICING SIGN (2) 22K & (1) 20K GALLON UST'S PROP WAWA TYPE "B-1" CURB PROP WAWA TYPE "B-1" CURB PROP WAWA TYPE "F-1" CURB (TYP) WAWA TYPE "F-1" CURB(TYP) 8 3 7 8 E 5 8 8 25'140.5'PROP BOLLARD(TYP.)AA20'30'35'20'8'20'10'20'26.5'25' 10'35'20' BUILDING SETBACK 10' LANDSCAPE BUFFER 2'2'10'20'8' 8' 16.7' 10' BUILDING SETBACK 10' LANDSCAPE BUFFER 10' BUILDING SETBACK 2' LANDSCAPE BUFFER 2' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFER8' BUILDING SETBACK10' LANDSCAPE BUFFER87.6' AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONC. PROP RAISED LANDSCAPE PLANTER (TYP.) 4'x3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN 6'x6' VENT STACK PAD PROP E-STOP W/ 2 BOLLARDS E-FREE (3+1+1 MPD)E-FREE (3+1+1 MPD) GEN F85 F/B (6,119 SF)10'8' BUILDING SETBACK93.1' 19.1' ICE BOX PROP FUEL PRICING SIGN PROP BIKE RACK PROP OUTDOOR SEATING (TYP) PROP GAS PUMP AND CANOPY PROP STAMPED CONCRETE (TYP.)35.1'PROP STOP BAR AND "STOP" SIGN PROP STOP BAR AND "STOP" SIGN PROP STOP BAR AND "STOP" SIGN T 18'10'6 EX. ON-STREET PARKING SPACES TO BE REMOVED 6 EX. SPACES TO REMAIN 1 NEW SPACE ADDED 5 EX. ON-STREET PARKING SPACES TO BE REMOVED 9 NEW SPACES ADDED 5 EX. ON-STREET PARKING SPACES TO BE REMOVED 4 EX. SPACES TO REMAIN 4 NEW SPACES ADDED 4 EX. ON-STREET PARKING SPACES TO REMAIN 4 4 4 7 7 2 10'11'5' PROP TYPE "F" CURB AND 5' CONC S/W 11.4'PROP TYPE "F" CURB AND 5' CONC S/W 33.7'PROP TYPE "F" CURB AND 5' CONC S/W24.3'PROP TYPE "F" CURB AND 5' CONC S/W23.7'PROP TYPE "F" CURB AND 7.5' CONC S/W 26.7' PROP TYPE "F" CURB AND 7' CONC S/W 38.8'75.4'PROP WAWA TYPE "B-1" CURB 84.2'9'8.1'9'11.2'14.4'8'ZONING: COMMERCIAL BUSINESS DISTRICTELU: WALGREENSFLU: COMMERCIALZONING: COMMERCIAL PROFESSIONAL OFFICE ELU: FIRST UNITED METHODIST CHURCH FLU: COMMERCIAL ZONING: PUBLIC FACILITIES ELU: PUBLIC PARK FLU: PUBLIC FACILITIESZONING: COMMERCIAL BUSINESS DISTRICTELU: ADVANCE AUTO PARTSFLU: COMMERCIALZONING: PUBLIC FACILITIESELU:FLU: PUBLIC FACILITIESZONING: COMMERCIAL BUSINESS DISTRICTELU: OFFICESFLU: COMMERCIALPROP FLUME PROP FLUME3'25' 10'1 3 ' R 2'R2'R1 0 ' R 15'R 35'R5'R5'R35'R10'R15'R 15'R 12'R20'R20'R25'R3' R 15'R15'R 15'R 3' R3'R3' R 15'R 10'R1 5 ' R 3'R2'R15'R12'R 35'R 35'R2'R13'R2' R 2'R1 0 ' R 2' R 15'R15'R15'R15'R3'R3'R1'R1'R 25'R25'R25'R25'R15 ' R 25'R 4 0 ' R 1"=20' 0 2051020 CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSITE DATA: PROPERTY OWNER (S): JMASS MANAGEMENT, LLC 180 NW 3RD AVE, SUITE A OKEECHOBEE, FL 34972 DAVID R. WATFORD 200 NW PARK STREET OKEECHOBEE, FL 34972 205 N PARROT AVE HOLDINGS, LLC 850 NW FEDERAL HWY, SUITE 206 STUART, FL 34994 SITE ADDRESS (S): PARCEL ID NO (S):3-15-37-35-0010-01560-0070 3-15-37-35-0010-01560-0090 3-15-37-35-0010-01560-0110 3-15-37-35-0010-01560-0010 ENGINEER:BOHLER ENGINEERING, FL LLC 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 PROPOSED USE:CONVENIENCE STORE W/ GAS PUMP SALES NUMBER OF STRUCTURES:1 EXISTING ZONING:COMMERCIAL BUSINESS PROPOSED ZONING:HEAVY COMMERCIAL EXISTING LAND USE:COMMERCIAL PROPOSED FUTURE LAND USE:COMMERCIAL FEMA FLOOD ZONE:ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 12093C0480C, OKEECHOBEE COUNTY, FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) PROPOSED F.A.R:0.08 MAXIMUM F.A.R.:NOT SPECIFIED IN CODE BUILDING SETBACK:REQUIRED PROPOSED FRONT 20'140.5 SIDE 8'19.1' REAR 10'84.2' SIDE STREET 8'87.6' AREA CALCULATIONS: GROSS SITE AREA 75,017 SF (1.72 AC) - 100% TOTAL IMPERVIOUS AREA 57,845 SF (1.328 AC) - 77.1% BUILDING AREA 6,119 SF (0.14 AC) - 8.2% GAS CANOPY AREA 6,055 SF (0.14 AC) - 8.1% PAVEMENT / SIDEWALK (INCLUDES GAS CANOPY)51,726 SF (1.19 AC) - 69.0% PROPOSED OPEN SPACE 22,305 SF (0.51 AC) - 29.7% TOTAL PERVIOUS AREA 17,172 SF (0.39 AC) - 22.9% VEHICULAR USE AREA 46,593 SF (1.07 AC) - 62.1% ALLOWABLE PROPOSED MAX BUILDING HEIGHT:45'33' - 4" MAXIMUM LOT COVERAGE BUILDINGS:6,119 S.F. IMPERVIOUS AREA:85%77.40% MINIMUM OPEN SPACE:83.80% LANDSCAPE BUFFER: FRONT 10'10' SIDE 2'2' REAR 10'10' SIDE STREET 10'10' PARKING REQUIREMENTS: CONVENIENCE STORE WITH GAS SALES: TOTAL REQUIRED:21 SPACES TOTAL PROVIDED PARKING SPACES:47 SPACES (INC. 3 ADA SPACES) EXISTING ON-STREET PARKING SPACES:30 SPACES PROPOSED ON-STREET PARKING SPACES:28 SPACES SP0 C-301 SITE LAYOUT PLAN LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES PROP HEAVY DUTY ASPHALT PAVEMENT PROP STANDARD CONCRETE PROP STANDARD DUTY CONCRETE PAVEMENT PROP HEAVY DUTY CONCRETE PAVEMENT PROP STAMPED CONCRETE PROP GRAVEL DATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) OWNER: JMASS MGMT, LLC (±0.654 ACRES)OWNER: DAVID R. WATFORD (±0.327 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEX X XXXXXX X XX XX X X X XXX XXX XX X XXX L1 L2L3L4L5L6L7L8L9L10L11X X X DP0 C-202 DEMOLITION PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX LIGHT POLE TO BE REMOVED EX STORM STRUCTURES TO BE REMOVED EX UNDERGROUND ELECTRIC TO BE REMOVED EX UNDERGROUND GAS LINE TO BE REMOVED EX UNDERGROUND SANITARY LINE TO BE REMOVED EX UNDERGROUND TELEPHONE LINE TO BE REMOVED EX UNDERGROUND WATER LINE TO BE REMOVED EX UNDERGROUND FIBER OPTIC LINE TO BE REMOVED EX STORM PIPE TO BE REMOVED TO BE REMOVED EX SURFACE TO BE REMOVED EX TREES TO BE REMOVED EX SPOT GRADE EX LIGHT POLE TO REMAIN EX STORM STRUCTURE TO REMAIN EX OVERHEAD LINE EX SANITARY LINE EX WATER LINE EX FIRE HYDRANT XX 1.BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D.LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. E.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEM THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. G.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H.A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6.EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 8.CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 13.DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 14.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16.CONTRACTOR SHALL ENSURE PROPER EROSION CONTROL IS PROVIDED THROUGHOUT THE ENTIRE DURATION OF THE PROJECT. DEMOLITION NOTES: CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057DP0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGDATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 LENGTH 199.97' 142.50' 15.14' 142.50' 299.95' 142.54' 7.50' 49.99' 49.99' 7.50' 142.55' BEARING N89°50'24"E S0°09'42"E S0°09'42"E S0°09'42"E S89°51'01"W N0°09'43"W N0°09'43"W N89°50'43"E N89°50'43"E N0°09'42"W N0°09'42"W S00°09'42"E 142.57'S89°51'01"W 299.95'N00°09'43"W 142.54'N89°50'43"E 299.95' S89°50'43"W 199.97'N00°09'42"W 142.55'N89°50'24"E 199.97'S00°09'42"E 142.57'L3L4OWNER: 205 N. PARROT AVE HOLDINGS, LLC (±0.654 ACRES) OWNER: JMASS MGMT, LLC (±0.654 ACRES)OWNER: DAVID R. WATFORD (±0.327 ACRES) STATE ROAD NO. 70NW 3rd AVENUENW 2nd STREET NW 2nd AVENUEDP0 C-201 EXISTING CONDITIONS PLAN 1"=20' 0 2051020 LEGEND: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057EC0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:25 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGDATUM NOTES: 1.BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2.ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:46 PM LAST SAVED BY: DELIAS FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-102 GENERAL NOTES GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1.THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: ·SURVEY - "ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEY" PREPARED BY FARNER BARLEY & ASSOCIATES, INC. DATED 08/14/2018. 2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 3.ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 4.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 6.ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 7.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 8.THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 9.ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 10.CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 11.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 12.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 14.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 16.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 17.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 18.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 19.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 20.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 21.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 22.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 23.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. CONTRACTOR SHALL SUBMIT A MOP PLAN TO SEAN REILLY, PBC TRAFFIC DIVISION AT LEAST 2 WEEKS PRIOR TO STARTING CONSTRUCTION WITHIN JOG ROAD RIGHT-OF-WAY. 24.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 25.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 26.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 27.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 28.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 29.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 30.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 31.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF “PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DEMOLITION NOTES: 1.THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - "ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEY" PREPARED BY FARNER BARLEY & ASSOCIATES, INC. DATED 08/14/2018. 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3.BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. LIGHTING NOTES: 1.THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 2.THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS. 3.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. 4.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO FUNCTION. 5.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 6.THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 7.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8.IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 9.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS OF THE LOCAL GOVERNING AGENCY. 11.WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: ·PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. ·CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. ·LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. ·PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. ·DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) ·WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. ·THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON-CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING & UTILITY NOTES 1.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. 3.CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 5.THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 6.THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7.THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 8.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 9.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 10.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 11.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 12.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 13.THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 14.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 15.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 16.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 17.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 18.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 19.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 20.REFER TO SITE PLAN FOR ADDITIONAL NOTES. 21.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 22.CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 23.WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 24.STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 25.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 26.STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 27.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 28.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. ·WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR NJDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30.WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31.FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33.CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. FDOT GENERAL NOTES: 1.ALL MATERIALS AND CONSTRUCTION WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN (F.D.O.T.) RIGHT-OF-WAY SHALL CONFORM TO THE (LATEST EDITION) F.D.O.T. DESIGN STANDARDS AND (LATEST EDITION) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2.MAINTENANCE OF TRAFFIC M.O.T. FOR THIS PROJECT WILL COMPLY WITH THE F.D.O.T. STANDARD INDEX (600 SERIES) AND THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).” SPECIAL ATTENTION WILL BE GIVEN TO FDOT DESIGN STANDARD INDEX 611, 612, 613, AND 660. THE MAINTENANCE ENGINEER OR HIS DESIGNEE RESERVES THE RIGHT TO DIRECT THE REMOVAL/RELOCATION/MODIFICATION OF ANY TRAFFIC DEVICE(S) AT THE PERMITTEE'S SOLE EXPENSE. 3.ALL THERMOPLASTIC TRAFFIC STRIPES, MARKINGS AND SIGNAGE WILL BE INSTALLED PER THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 4.FOR ANY UNDERGROUND WORK, THE CONTRACTOR MUST CONTACT SIGNAL TRAFFIC CONTROL MAINTAINING AGENCY PRIOR TO CONSTRUCTION. 5.PERMITTEE WILL MATCH ABUTTING PAVEMENT SECTION ADJACENT TO PERMITTED WORK WHICH INCLUDES THICKNESS AND TYPE OF ASPHALT & BASE &SUBGRADE MATERIAL OR AS DIRECTED BY THE LOCAL RESIDENT OPERATIONS ENGINEER OR DESIGNEE. 6.IT IS THE PERMITTEE'S RESPONSIBILITY TO OBTAIN FINAL ACCEPTANCE OF PERMITTED WORK (COMPLETED) AND THE RESTORATION OF THE RIGHT-OF-WAY FROM THE F.D.O.T. PRIOR TO USAGE. 7.PERMITTEE WILL PROVIDE THE NECESSARY DENSITIES IN ACCORDANCE WITH SECTION 125-8 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (LATEST EDITION) PRIOR TO FINAL ACCEPTANCE BY THE F.D.O.T. 8.PERMITTEE WILL RESTORE THE RIGHT OF WAY AS A MINIMUM, TO ITS ORIGINAL CONDITION OR BETTER IN ACCORDANCE W/F.D.O.T.'S LATEST STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION OR AS DIRECTED BY THE RESIDENT OPERATIONS ENGINEER. 9.DURING THE REMOVAL/INSTALLATION OF ANY CURB AND GUTTER SECTION, THE PERMITTEE WILL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE ABUTTING ASPHALT. THE DAMAGED ASPHALT REPAIR WILL BE IN ACCORDANCE WITH THE CURRENT SPECIFICATIONS AND/OR AS DIRECTED BY THE RESIDENT OPERATIONS ENGINEER. 10.PERMITTEE SHALL PROVIDE THE PRODUCER'S CERTIFICATION (DELIVERY TICKET) FOR THE NS CONCRETE-2500 PSI (USED FOR SIDEWALK, CURB & GUTTER, DITCH PAVEMENT AND TRAFFIC SEPARATOR) PRIOR TO FINAL ACCEPTANCE BY THE DEPARTMENT. THE DELIVERY TICKET SHALL CERTIFY THE CONCRETE WAS BATCHED, DELIVERED AND PLACED IN ACCORDANCE WITH SECTION 347 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION). 11.REMOVAL/INSTALLATION OF SIDEWALK WILL BE IN ACCORDANCE WITH FDOT STANDARD INDEX 310. 12.SODDED AREAS WILL BE IN ACCORDANCE WITH STANDARD INDEX 105 AND SECTIONS 162, 981, 982, 983, 987 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. ALL DISTURBED AREAS WILL BE SODDED WITHIN ONE (1) WEEK OF INSTALLATION OF SAID PERMITTED WORK. 13.OWNERSHIP OF ALL SUITABLE EXCAVATED MATERIALS WITHIN THE FDOT R/W, AS DETERMINED BY THE F.D.O.T., SHALL REMAIN IN THE DEPARTMENT UNTIL A FINAL ACCEPTANCE OF THE PERMITTED PROJECT IS FULFILLED. EXCAVATED MATERIALS SHALL BE HAULED BY THE CONTRACTOR, AT THEIR COST & EXPENSE FROM THE SITE TO THE PALM BEACH OPERATIONS CENTER, 7900 W FOREST HILL BLVD OR STOCKPILED IN THOSE AREAS AS DIRECTED BY THE DOT, INCLUDING ASPHALT MILLINGS. 14.RESTRICTED HOURS OF OPERATION WILL BE FROM 9:00AM TO 3:30 PM, (MONDAY-FRIDAY), UNLESS OTHERWISE APPROVED BY THE OPERATIONS ENGINEER, OR DESIGNEE. 15.PERMITTEE WILL COORDINATE ALL WORK WITH THE PALM BEACH OPERATIONS PERMITS DEPARTMENT USING FAX # (561) 370-1236. COORDINATION WILL INCLUDE A PRE-CONSTRUCTION MEETING. 16.PERMITTEE: PLEASE NOTE: PERMITTEE'S CONTRACTORS THAT ARE PERFORMING PERMITTED WORK ACTIVITIES SHALL PROVIDE THE F.D.O.T. (PERMIT OFFICE) PROOF OF A PROPER STATE CONTRACTOR'S LICENSE AND CERTIFICATE OF LIABILITY INSURANCE PRIOR TO ANY COMMENCEMENT OF PERMITTED WORK. 17.ALL PUBLIC SIDEWALK CURB RAMPS WILL MEET THE ROADWAY & TRAFFIC DESIGN STANDARDS (CURRENT EDITION) INDEX NUMBER 304 CURB/RAMP INSPECTIONS (S) REQUIRED PRIOR TO INSTALLATION OF CONCRETE. 18.PERMIT IS VALID FOR ONE YEAR FROM DATE OF ISSUE. 19.PERMIT IS “VALID” FOR ACCESS CONNECTION “ONLY”. 20.PERMITTEE WILL PROVIDE THE F.D.O.T. WITH CERTIFIED “AS-BUILT” PLANS PRIOR TO FINAL ACCEPTANCE OF THE PERMITTED WORK. CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:40 PM LAST SAVED BY: CCUTTING FLB180057 DJE CAR 08/29/2018 AS NOTED NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©TMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERINGSD0 C-101 COVER SHEET FOR WAWA SITE CONSTRUCTION PLANS GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. PREPARED BY SCALE: 1" = 1000' LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE. OKEECHOBEE, FLORIDA 34972 OKEECHOBEE COUNTY PART OF SEC 16, TWP 37 S, RGE 35 E LOCATION MAP OWNER / APPLICANT SOUTHEAST INVESTMENTS, INC. 2655 NORTH OCEAN DRIVE, SUITE 401 SINGER ISLAND, FL 33404 (561) 210-9105 CONSULTANTS DEVELOPER: THE FERBER COMPANY, INC 151 SAWGRAFL CORNERS DR. SOUTH, SUITE 202 PONTE VEDRA BEACH, FL 32082 (904) 285-7600 CIVIL ENGINEER: BOHLER ENGINEERING FL, LLC. 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 (561) 571-0280 BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: FARNER BARLEY AND ASSOCIATES, INC 4450 NE 83RD ROAD WILDWOOD, FL 34785 (352) 748-3126 ARCHITECT: CUHACI & PETERSON 1925 PROSPECT AVE. ORLANDO, FL 32814 (407) 661-9100 LANDSCAPE ARCHITECT: SCOTT BARBER DESIGNS, PA. 1551 WYNCLIFF DRIVE WELLINGTON, FL 33414 (561)309-7263 TRAFFIC: MCKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500 PALM CITY, FL 34990 GOVERNING AGENCIES CITY CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 (863) 763-3372 WATER/SEWER OKEECHOBEE UTILITY AUTHORITY 100 SW 5TH AVENUE OKEECHOBEE, FL 34974 CONTACT: JAMIE MULLIS (863) 763-9460 EXT. 111 ¨ SITE DATA TABLE: WAWA STORE:5353 WAWA CONTACT:ROBERT GRASSMAN, P.E. BUILDING:F85 F/B CANOPY TYPE:SLOPED CANOPY CONFIGURATION STRAIGHT # OF MPD's:8 TYPE OF MPD'S (6) 3+1, (2) 3+1+1 # OF PARKING SPACES:47 # OF HANDICAP SPACES:3 # OF TRUCK/OVERSIZED PARKING:0 SQUARE FT. OF ASPHALT/CONCRETE:45,908 SF SQUARE FT. OF LAWN AREA:16,855 SF VEHICULAR USE AREA:38,491 SF STORM DRAINAGE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 CONTACT: CARLOS DEROJAS (561) 682-6505 ¨ 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 BohlerEngineering.com TRAFFIC FDOT DISTRICT 1 801 N BROADWAY AVENUE BARTOW, FL 33830 (800) 292-3368 FIRE PREVENTION CITY OF OKEECHOBEE FIRE-RESCUE DEPARTMENT 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 (863) 763-4423 ¨ ELECTRIC FLORIDA POWER & LIGHT 825 NE 34TH AVENUE OKEECHOBEE, FL 34972 CONTACT: DONNA PADGETT (863) 467-3708 END USER WAWA FLORIDA, LLC. 7022 TPC DRIVE, SUITE 200 ORLANDO, FL 32822 NW PARK ST SPEED LIMIT = 25 MPH ¨ ¨ ¨XXXXXXXXXXXXXXXXXXXXXXXXXXXXSITE PLANBID SETCITYSFWMDLEGAL DESCRIPTION (PARCEL 1) LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SHEET LIST TABLE SHEET TITLE SHEET No. COVER SHEET C-101 GENERAL NOTES C-102 EXISTING CONDITIONS PLAN C-201 DEMOLITION PLAN C-202 SITE LAYOUT PLAN C-301 PAVEMENT MARKING AND SIGNAGE PLAN C-302 VEHICULAR MOVEMENT PLAN C-303 VEHICULAR MOVEMENT PLAN 2 C-304 PAVING, GRADING & DRAINAGE PLAN C-401 UTILITY PLAN C-501 PHASE I SOIL EROSION CONTROL PLAN C-601 PHASE II SOIL EROSION CONTROL PLAN C-602 PHOTOMETRIC PLAN C-703 PHOTOMETRIC DETAILS C-704 CROSS SECTIONS C-801 CONSTRUCTION DETAILS C-901 CONSTRUCTION DETAILS C-902 CONSTRUCTION DETAILS C-903 CONSTRUCTION DETAILS C-904 CONSTRUCTION DETAILS C-905 CONSTRUCTION DETAILS C-906 CONSTRUCTION DETAILS C-907 CONSTRUCTION DETAILS C-908 CONSTRUCTION DETAILS C-909 TREE MITIGATION PLAN TM-1 LANDSCAPE PLANS & DETAILS L1-L2 SURVEY WAWA BUILDING ELEVATIONS AND FLOOR PLAN WAWA GAS CANOPY AND DUMPSTER ELEVATIONS