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HomeMy WebLinkAboutOrders_Site Plan_07/13/2017_SPR 01-17_BB&T Bank ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR SITE PLAN REVIEW APPROVAL CASE NO.: SPR 1-17 IN RE: H& T Consultants, Inc., Applicant; BB&T Branch Banking and Trust Company, Owner FILED: �Ilage of Tequesta PROPERTY LOCATION: Date: � ����1 101 N. U.S. Highway 1, Tequesta, FL 33469 'Time; S'•�ei''� LEGAL DESCRIPTION: 30-43-40, W 401 FT OF N 125 FTOF GOV LT 4 LYG E OF US HWY 1 (LESS TRGLE CORNER US HWY 1 R/W) PARCEL CONTROL NUMBERS: 60-43-40-3 0-00-004-0031 REQUEST: Approval of Master Site Plan ORDER APPROVING SITE PLAN APPLICATION This cause came on to be heard upon the above application and the Village Council of the Village of Tequesta having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Village Council of the Village of Tequesta being otherwise duly advised, THEREUPON, THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA FINDS AS FOLLOWS: 1. The subject property is located in the G2 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for Village Council site plan review and final action. 3. The application and a11 supporting documentation and presentation materials as reviewed by the Village Council at its July 13, 2017 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to Village Code Sec. 78-331, approval by the Village Council is required. 5. T'he applicants have applied for Master Site Plan approval in one phase to demolish an existing two-story structure and build a one-story 2,290 sq. ft. building, in accordance with the application and all supporting documentation and presentation Page 1 materials. 6. Under the provisions of the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Master Site Plan approval, Case No. SPR 1-17 with reference to the above described property within the Village of Tequesta, Pa1m Beach County, Florida,to approve a one phase master site plan in accordance with application and a11 supporting documenta.tion and presentation materials attached hereto as E�ibit "A" is hereby APPROVED with the following conditions: 1. The Applicant will work with staff(Nilsa Zacarias) to revise the brick and color of the building(s). Chicago Brick or similar color/texture will be utilized and will be consistent with the building color/texture utilized at 20 Waterway Road(SPR 2-17). Please Note: The term applicant(s)as used here shall include all successors and assigns. The applicant's site plan appmval shall expire in twelve (12) months unless a building permit has been obtained in accordance with Sec. 78-334(9). If the building permit expires or is voided,the site plan approval also expires or becomes void. DONE AND ORDERED THIS / 3 DAY OF JULY, 2017. - ;' , ���� i � . YO BIG IL A , VILLA OF TEQUESTA /��—� �b{ ; LORI McWILLIAMS, MMC VILLAGE CLERK �����N,O�F���T,�,Q ;''�Q""�?'�OPP�RqT'/GF°'= _>. � AL .Ny SE _ ��.INCORPORATED� _ ,�'j:�4,'�9��.�'��: "',,,,"''q�OF.F�O,�`0,., ���,,, ,,,������������„ Page 2 citt.E ,, ,�oVILLAGE OF TEQUESTA DEPARTMENT OF COMMUNITY DEVELOPMENT + ;4'�E ` Staff Report— Village Council Public Hearing— 7-13-17 'CN COUNty 1. PETITION DESCRIPTION- SPR-1-17 APPLICANT: H&T Consultants, Inc. 9310 Old Kings Road S,Suite 1001 Jacksonville, FL 32257 OWNER: BB&T Branch Banking and Trust Company Doug Huesing(representative) 200 West Second Street(27101-4019) PO Box 1255 Winston-Salem, NC 27102 REQUEST: SPR 1-17: Application from Branch Banking and Trust Company (BB&T) for a site plan review to demolish an existing two-story structure and build a one-story 2,290 sq. ft. building.The application includes site improvements, one (1) monument sign, and a new landscaping plan. LOCATION : 101 N. US Highway 1,Tequesta FL 33469-SITE 1 LOCATION MAP '�N - a \ • ■ -.. • • - 4000., ■ 5• j Site 1 � Site 2 • ■ ■ 1116 ■ ■ ■ ■ ■ ■\I111.■ ■ ■ ■-m ■-■-■ ■ ■■ tgal Waterway RA Waterway Rd yya4lway Rd 7 • �A —, ■� a .�. — 011?� 41 -��► g. 1 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 2. PETITION FACTS a. Total Gross Site Area: 30,958 sq.ft. (0.71 acres) b. Building Footprint Area 2,290 sq.ft. c. Canopy Area:718 sq.ft. Land Use and Zoning EXISTING LAND USE FUTURE LAND USE ZONING C-2 SUBJECT PROPERTY Commercial (C) Commercial (C) (Community Commercial District) NORTH C 2 Tequesta Shoppes Commercial(C) Commercial(C) (Community Commercial District) SOUTH C 2 Village Square Commercial (C) Commercial (C) (Community Commercial District) EAST C 2 Commercial (C) Commercial(C) (Community BB&T—Site 2 Commercial District) WEST Mixed Use(M-U) Mixed Use(M-U) M-U(Mixed Use) U.S Highway 1 3. BACKGROUND The applicant is proposing to divide the existing BB&T bank site into two (2) parcels. The subject site plan review (SPR 1-17) is a redevelopment of the existing 2-story BB&T bank building and related parking area located on 101 N. US Highway 1. The zoning district is C-2 Community Commercial. The subject application proposes to demolish the existing 2-story building and construct a single story 2,290 sq. ft. BB&T branch building. The subject application includes two drive thru lanes, one drive thru ATM lane, and,other site improvements such as a dumpster and landscaping. Since this existing site will be divided into two (2) parcels,the subject application will need a replat to provide for two parcels. The applicant submitted a replat application that will be heard by the Village Council on July 13, 2017. The Planning & Zoning Board recommended approval of the subject application at the May 18, 2017 meeting by a 5-0 vote. 4. DEVELOPMENT REVIEW COMMITTEE(DRC) The subject application was reviewed by the DRC members including Community Development, Law Enforcement, Landscaping, Fire Safety, the Water department, Civil and Traffic Engineering. Please see the following final DRC comments: 2 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 ZONING REVIEW Commercial REQUIRED BY CODE PROPOSED COMMENTS Development in C-2 District Minimum Lot Size 30,952 sq.ft. In compliance 7,500 sq.ft. Minimum Lot Width 75 ft. 121.89 ft. In compliance Setbacks(C-2) Front Yard 25 ft., except 4- and 5-story In compliance buildings require an 92' additional 5 feet for each story above 50 ft. Rear Yard In compliance 10 ft. however, none where 112' property abuts railroad right-of-way or spur track. Side Yard-South 10 ft., except 20 ft. at any In compliance intersecting street and 37' where a property is contiguous with any noncommercial district. Side Yard-North 10 ft., except 20 ft. at any In compliance intersecting street and 18.21' where a property is contiguous with any noncommercial district. Lot Coverage Sec. 78-143: 10% In compliance Max 40% Building Height Sec 78-143: 1 story/23'6" In compliance 4 stories/50 ft. Parking Sec. 78-705(6): Financial institutions:One space per 200 square feet Parking provided: of gross floor area, plus five 12 spaces tandem waiting or loading 1 Handicap In compliance spaces per drive-in lane. 15 Tandem spaces Parking: 12 parking plus 1 ADA. 15 tandem waiting spaces Landscape Open Min 25% 31% In compliance Space Sidewalks Per Sec. 78-331 (h)(7): In compliance Pedestrian walkways must 5' be a minimum of 5 ft wide, parallel to roadways and a min of 4' from edge of roadway. 3 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 Access driveway Sec. 78-703(b)(1): In compliance *Dimension at street 15' Minimum one way: 15 ft 26' Minimum two way: 25 ft Maximum:35 ft Screening/location Sec. 78-299:Not to be of emergency located in any front yard; Mechanical equipment In compliance generators,air not closer than 5 ft from rear screened by 6'brick wall conditioners,pool or side property line. equipment,and Screened from public view, similar mechanical public streets and abutting equipment properties_ Dumpster enclosure All dumpsters shall be Provided In compliance screened from public view, from public streets, and from abutting properties Signage The application includes one (1)entry monument sign and three(3)wall signs which are in compliance with Village's code. See rendering providing the following information: material, color, and lettering. The monument sign,which complies with Village's Code Sec. 78-741(2)(e)(ii) "Establishments not in a shopping center, located within the C-2 community commercial district or the C-3 general commercial district, shall be allowed one sign per building apart from the building not to exceed 60 square feet in area and not exceeding 20 feet in height from finished grade and haying a minimum setback of ten feet in accordance with section 78-739." Development Phases Infrastructure and building will be developed in one phase. Comprehensive Plan The subject application is consistent with Level of Services required by the Comprehensive Plan, and with Policy 1.1.2 of the Future Land Use element: Commercial Land Use "Activities related to the sale, lease or distribution of products and/or the provision of services." Level of Service Per Division2, Sec. 78-331, the subject application was reviewed for compliance with Level of Service standards. See attached review letter from Mr. Spencer M. Schroeder, P.E. from Mock Roos & Associates.. See Applicant's Statement of Use. Agency Approvals Per Division 2, Sec. 78-331 (g), the Applicant provided agencies and approval statements. See attached approval letters and Applicant's Statement of Use. BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official Mr. Jose Rodriguez as member of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Building Department. 4 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 TRAFFIC ENGINEERING REVIEW Please see attached review letter from Mr.Trent Ebersole, P.E.from McMahon Associates, Inc. SEWER, DRAINAGE AND WATER REVIEW Please see attached review letter from Spencer M.Schroeder, P.E.from Mock Roos&Associates. LAW ENFORCEMENT REVIEW Please see attached approval e-mail Chief Jim McGrew. FIRE SAFETY REVIEW The Village of Tequesta's Fire Safety consultant, Mr.James Weinand and Fire Chief Joel Medina as members of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Fire Safety Department. 5.FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing will be advertised on July 3, 2017.The Planning&Zoning Board recommended approval of the subject application at the May 18, 2017 meeting by a 5-0 vote. The applicant would need to comply with the following as part of the site plan approval process: 1. Since this existing site will be divided into two(2) parcels,the subject application will need a replat to provide for two parcels. The applicant submitted a replat application that will be heard by the Village Council on July 13, 2017. 2. The subject application includes an Easement Agreement between Branch Banking and Trust Company (BB&T) and DDR Southeast Tequesta, LLC. The subject document needs to be executed by both parties as part of this application. 5 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 EXISTING SITE CONDITIONS : ,_. _ � -- ---==. - -_ -- i - T -,, _ 1 i - T. 4 _i�- � 1 1 it lif BB&T Building Fronting Proposed Site 2 : //- rI1' ' °� ' . 2 / i '' } ;f ': j -j , r y y r , ' I b i?4 � ' v/I /1 1 a . BB&T Building ~ Fronting US Highway 1 6 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 EXISTING SITE CONDITIONS y fT ` , Y.1 A+ s . �'�'' •� 1a, a - -,'P, / r ; � r{u, c� i . i 4, ,..,,, \I.. ,,-,,,,.„,, , .o 104 ;.•,-r'::.:1 i.... '.: '''''''''ttt", ,,k..ti''' rr yyiY 'I _ I� �� A %r . __Ili —� -,;, • -- __ _ _ _ mac' i .t BB&T Building Fronting Tequesta Shoppes Shopping Plaza • : • — —__ i - -i, ' rely a Il .. -.... <� i r L• - _- k _. i f• .. ...Y..�-..--.-..J� / / .r'xio.I�(Qe y ; . ��♦�w ir. , •I,' �1 t, .0 . r BB&T Building ' "' Fronting Waterway Road 7 Department of Community Development-Staff Report—BB&T Bank SPR-1-17 timcmAHoN McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard,Suite 400 West Palm Beach,FL 33409 TRANSPORTATION ENGINEERS&PLANNERS p 561-840-8650 I f 561-840-8590 PRINCIPALS Joseph W.McMahon,P.E. Joseph J.DeSantis,P.E.,PTOE John S.DePalma William T.Steffens TECHNICAL MEMORANDUM Gary R.McNaught n,P.E.rPT Po. ER. ASSOCIATES TO: Nilsa Zacarias AICP Village of Te uesta John J.Mitchell,P.E. � - g q Christopher J.Williams,P.E. R.Trent Ebersole,P.E. Matthew M.Kozsuch,P.E. CC: Natalia T.Lercari,P.E.,LEED-McMahon Associates,Inc. Maureen Chlebek,P.E.,PTOE Dean A.Carr,P.E. FROM: R.Trent Ebersole,P.E.-McMahon Associates, Inc. SUBJECT: BB&T Site 1-Traffic Review McMahon Project No.M11172.09 DATE: April 24,2017 McMahon Associates, Inc. (McMahon) has completed a review of the revised Site Plan for the BB&T - Tequesta Bank, Site 1,with revisions dated April 27,2017. Based on the review, McMahon finds that the applicant has addressed all previous comments regarding traffic circulation and parking. Sincerely, -R. ..J.,f.Ad 64.E R.Trent Ebersole,P.E. Vice President&General Manager-Florida RTE/amp F:\FL\11172M_Village_Of Tequesta_TransportationServices\11172M_09_BB&T\Admin\SitelMemoNZ050417.docx Engineering I Planning I Design I Technology mcmahonassociates.com Lance Lilly From: Ebersole,Trent <tebersole@mcmahonassociates.com> Sent: Friday, May 12, 2017 9:59 AM To: Nilsa Zacarias; Lance Lilly Subject: BB&T Site 1 - Traffic Review by McMahon Nilsa, Please accept this email as confirmation that McMahon has reviewed the revised site plan for BB&T Site 1 and find that the applicant has addressed all of the concerns previously raised in our reviews. I recommend approval from a traffic perspective. Thanks, R.Trent Ebersole,P.E. Vice President McMahon Associates, Inc. Sent from my Verizon,Samsung Galaxy smartphone 1 mo cK Ro s CONSULTING ENGINEERS June 14,2017 Nilsa Zacarius,AICP Community Development Director Village of Tequesta 345 Tequesta Drive Tequesta,FL 33469 Ref.No.: B6034.03 Subject: BB&T Redevelopment, Lot 1 —Site Plan Application Final Submittal Engineering Review Comments Dear Nilsa: Mock•Roos has completed a review of the"DRC Comment Response Letter"and supporting information for the subject application, prepared by H&T Consultants(H&T),dated May 2, 2017. Our review was limited to the"Engineers Comment"section of the letter. Our comments are listed below. 1. It appears that all of our previous comments have been adequately addressed by the submitted responses. 2. Based on this comment responses letter and other email communications,the applicant has agreed to record a drainage easement for the proposed facilities after construction. It is recommended that recording of an easement,after the permanent location has been established during construction, be made a requirement of the permit. If you have any questions,please call me at 683-31 13, extension 299. Sincerely, MOCK, ROOS &ASSOCIATES, INC. ncer M. S hro der, P.E. Senior Project Manager SMS:cbm LAtequ\B6034.03\1007sscm.docx Mock,Roos&Associates,Inc. 5720 Corporate Way,West Palm Beach,Florida 33407-2066,561-683-3113,www.MockRoos.com Lance Lilly From: Nilsa Zacarias Sent: Wednesday, May 10, 2017 3:53 PM To: Lance Lilly Subject: FW: BB &T Bank From:James McGrew Sent:Tuesday, March 07, 2017 9:54 AM To: handtcon@bellsouth.net; Nilsa Zacarias<nzacarias@tequesta.org> Cc:James McGrew<jmcgrew@tequesta.org> Subject: BB &T Bank With the information I was provided, in reference to the BB&T Bank remodel, I have to give the approval for the new driveway. Thank you, Jim McGrew 1 Lance Lilly From: Steve Parker <steve@pydg.com> Sent: Tuesday, May 9, 2017 12:30 PM To: Nilsa Zacarias Cc: Lance Lilly; 'Greta Torrens'; 'francis dayao' Subject: RE: BB&T Site 1 Notes Hi Nilsa, 1 have reviewed the revised plans and find them acceptable as submitted. Regards, Steve Parker,ASLA �� �,p'4 ;�ti'sr ua, LANDSCAPE ARCHITECTURE L1dar-1' gi-aa, o� Q PLANNING - GRAPHICS 825 South U.S.Highway One,Suite 330 PARKER•YANNETTE Jupiter,Florida 33477 561)747-5069 561/747-2041 design group,inc. Lic.4LC-0000297 From:francis dayao [mailto:francisdayao@bellsouth.net] Sent:Tuesday, May 9, 2017 9:07 AM To: 'Steve Parker' <steve@pydg.com> Cc: 'Nilsa Zacarias'<nzacarias@tequesta.org>; 'Lance Lilly'<llilly@tequesta.org>; Greta Torrens <greta.torrens@bellsouth.net> Subject: RE: BB&T Site 1 Notes Steve-we have the revised drawings and made the corrections based on your markups. Please let us know if these are acceptable so we can proceed with production. Thanks again for all your help. Francis Dayao, P.E. H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax: 904-419-1004 From: Steve Parker [mailto:steveftydg.comi Sent: Monday, May 08, 2017 6:02 PM To: 'francis dayao' l o°c of ifvG VILLAGE OF TEQUESTA DEPARTMENTAL USE ONLY ff Department of Community Development ck.u 345 Tequesta Drive Fee Paid: Intake Date: Tequesta,Florida 33469 r',: o Ph:561-768-0451/Fax:561-768-0698 PROJECT tt: � .�''r www.tequesta.org '4 t^4cN, COUNIy APPLICATION FOR SITE PLAN REVIEW DRC PLANNING & ZONING BOARD Meeting Date: May 18, 2 017 VILLAGE COUNCIL El Meeting Date: July 13, 2 017 INSTRUCTIONS TO APPLICANTS: 1. Please complete all sections of this application. If not applicable,indicate with N/A. 2. Provide all required documents as shown on the attached checklist.If not applicable,indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R-1A and R-1, must be reviewed by the Planning & Zoning Board. The Planning&Zoning Board meets the third Thursday of every month at 5:30 p.m.,as needed in the Village Hall Council Chambers,345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning&Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6:00p.m.,in the Village Hall Council Chambers. I. PROJECT DESCRIPTION&OWNER/AGENT INFORMATION PROJECT NAME: BB&T Redevelopment LOT 1 PROJECT ADDRESS: 101 N US HIGHWAY 1,TEQUESTA, FL DESCRIPTION OF PROJECT: We proposed a re-development of an existing bank building and construct a new prototypical 2,290 SF BB&T Bank branch building with attached drive-thrus and onsite parking to support the banking center.Proposed work will include landscaping improvements. Property Control Number(PCN), list additional on a separate sheet: 60-43-40-30-00-004-0031 Estimated project cost: $1 . 6M Property Owner(s)of Record: BB&T Branch Banking and Trust Company Address: BB&T PROPERTY TAX COMPLIANCE C/O PO BOX 167 WINSTON SALEM NC 27102 0167 Phone No.: Fax No.: E-mail Address: Applicant/Agent(if other than owner complete consent section on page 3): Name: Doug Huesing Address: 200 West Second Street (27101-4019) POBox 1255 Winston-Salem,NC 27102 Phone No.: 336- 733 2400 Fax No.: E-mail Address: 1 II. LAND USE&ZONING A) ZONING DESIGNATION C-2 B) FUTURE LAND USE DESIGNATION COMMERCIAL C) Existing Use(s) COMMERCIAL D) Proposed Use(s),as applicable COMMERCIAL III. ADJACENT PROPERTIES • k'iVMaine gf Business/ Land Use, ZoniOg Existing Ose(s) Approved Use(s) -Subdivision Designaxlot _ - Designation, N664 ,z Commenrcial/Retail C-2 Shopping Center 'r Commenrcial/Retail C-2 Shopping Center(Waterway Fd) Ay Commenrcial/Retail i C-2 _Parking Lot WeST Mixed use M-U Service Station(US-1) IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorized by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development.Attach additional sheets if necessary. Please see attached Statement of Use-Site Plan Review for proposed BB&T Bank Branch. 2 . V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement(to be completed if owner is using an agent) I/we, the owners, hereby give consent to Doug Huesing to act on my/our behalf to submit this application,all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described in the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. Doug Huesing Doug Huesing Owner's Name( ease print) Applicant/Agent's Name(please print) t)44646.16. ' Owner's ' nature Applicant/ nt's Signature 05.01.2017 05.01.2017 Date Date VI. APPLICATION FEES (1) Pre-application meeting. A pre-application submittal meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. FEE:A$300.00 fee applies. (2) Review by the Development Review Committee(DRC). The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. FEE:a$400.00 fee applies. (3) Review by the Planning and Zoning Board.The Community Development Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. FEE:a $300.00 fee(final approval) OR a $500.00 fee(recommendation to Village Council) applies (4) Review by Village Council. Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board,for Village Council review. FEE:a$300.00 fee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and o her public notice requirements are the responsibility of the applicant.The fee shall be paid prior to pplication bei heduled for a public hearing requiring notice. Owne gnature to Acknow e 3 VII.APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the meeting date: 1) Seven (7)11x17 sets and Three(3)full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages,property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3) Fourteen (14) 11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The Planning&Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials(Le., canvas, wood, metal, etc.)be provided. 4) One(1)CD disk with PDF files including the completed application. 5) Any other documents, maps,photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings,models,drawings,photos,etc.,will become the property of the Village of Tequesta. Pre-application meeting 1 APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application 4 submittal DRC comments provided to Applicant within 1 week of DRC meeting 1 Re-submit application Planning&Zoning Board Meeting— Deadline is 2 weeks following receipt of —O. recommend approval DRC comments (3`d Thursday of each month) l Village Council Meeting—final approval (2"d Thursday of each month) 4 VIII. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. (2) Required application fees. (3) Statements of unity of title,warranty deed,or purchase contract of the subject property. (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project,and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey(not more than one year old)and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100'of the project boundary. (3) Existing utilities within 100'of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer,date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: 100 0 04t 00irniO4*(!-Ti 0.7106 acres - 30,952 SF �� � ra � �� F NOT APPLICABLE v 1440"gEtgootowpfli t **11r `r 9 s 3,0 0 8 S F Jk1 * r#1 1 4:*t--„ z ,i� � 156 SF DUMPSTER ENCLOSURE :#05 Y 10 41 *10: 1 Et, ``afic . 3,008SF - 10% ¢,. V x 23.5' 1 STORY BUILDING @ 4 � 0 7T#FF, Fes ELEVATION 22.50' � s' �� atixs $s y. ,3 � i � �q. i.?.A � is '1�E}tal��l�tl ( tl.�1R t1� �4 .411: 44 1 NOT APPLICABLE 41:41 04ibi0rlOftstreet 3ark01 paceS, 13 SPACES INCLUDING 1 ADA SPACE Pelgut d° PrOP4'eul¢nOt a,.*.# 01. r 6'SCREEN WALL DUMPSTER ENCLOSURE y a ,ate r LL - -: Propiasett die a�;;14 with 2 6' (TWO-WAY) , 16' (ONE-WAY ) OP03G(1 SIL1eMt MRPfltf! 5' AND 6' SIDEWALK WIDTHS t 5 c. Provide site data and setbacks: •X olt-c6va:age # IirgpervwuSar prlRac� i 101 s Ft43,008.00 SF 21,318.33 SF , 9,633.67 SF kiletiqT:049 tE 1 0% 69% 31% +m `E a3 , FEO11t (wts- „ ;,tioe lioniay . _ _ em __ _ , 92 0 10.0' 37.0' 112.0'� 233.5' 11.0' 94.0' ; 5.5' d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster locations,screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. i. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare,traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls,and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation c. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation,drainage pattern, natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394,as applicable(See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: : y� -p�)1���^cTY tis 42 (50%) ; 42 (80%) #94** -646 7 201 (50%) 865 (99%) AM-00,+ elftr nidCOler Wi-010644'1V"° T 0 SF (50%) 2,896 SF (68%) • k . ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units,square footage and types,together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers,etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment.All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article II, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures, including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h): a. Traffic(roads and rights-of-way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire-Rescue Department(Fire Marshal) d. Loxahatchee River Environmental Control District(ENCON) e. Palm Beach County Department of Environmental Resources Management(DERM) f. South Florida Water Management District(SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County(MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power& Light m. Telephone service provider,as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal, county,state and/or federal agencies as may be applicable. 8 H & T CONSULTANTS, INC. Civil Engineering — Land Development 9310 Old Kings Road S, Suite 1001 Jacksonville, FL 32257 (904) 419-1001 Phone • (904) 419-1004 Fax BRANCH BANKING & TRUST COMPANY - BB&T Statement of Use — Site Plan Review Lot 1 Request: Branch Banking &Trust Company(BB&T) as the property owner Branch Banking &Trust Company is requesting approval of the following: Site Plan application for Lot 1 - Re-development of BB&T Branch Bank- 101 N. US Highway 1 The subject existing Lot 1 site consists of a 2-story bank branch building(8,772 SF)with parking and vehicle use area. The existing building has a bank branch on the first floor and office space on the second floor. The existing facility has 26 parking spaces with two of the spaces ADA.The existing land use is Financial and is an approved use within the C-2 Community Commercial District. The bank proposes to demolish the existing 2 story building and site structures and construct a single story 2,290 SF bank branch with 2 drive thru lanes and a drive thru ATM lane to consolidate the banking operations on the site that is currently operating from both existing buildings.The proposed site plan provides 13 parking spaces including 1 space ADA compliant. The land use is Commercial, C-2 Community Commercial Zoning District. The site plan meets and provides the required lot size, lot width, lot coverage, yard setbacks building height and landscape open space requirements of the C-2 zoning district.The existing site received several approved landscape waivers as detail below within the history section.We proposed to provide the landscape setbacks and open space requirements and not utilize the prior approved landscape waivers for Lot 1. Parking Requirements Lot 1 (Re-development): Proposed Use Lot 1 = Financial Financial Use= 1 parking space per 200 SF of building Financial—2,290 SF/200SF = 12 parking spaces Proposed parking with site development= 13 parking spaces including 1 ADA parking spaces History: Property PCD and Legal Description: The subject tract of land with parcel control number 60-43-40-30-00-004-0031was platted as one tract of land with a land area of 1.12 acres.The legal description is 30-43-40,W 401 FT of N 125 FT of GOV LT 4 LYG E of US Highway 1 (less TRGLE Corner US Highway 1 RM/) 1 Legal Description: PROPOSED LOT 1,TEQUESTA AT WATERWAY A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN S89d55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4,A DISTANCE OF 245.58 FEET; THENCE SOOd0410"E,A DISTANCE OF 121.89 FEET TO THE NORTH RIGHT OF WAY LINE OF WATERWAY ROAD PER SAID OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89d54'38"W ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER OF RIGHT OF WAY DESCRIBED IN OFFICIAL RECORDS BOOK 5994, PAGE 289, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE RUN N4Y01'45"W ALONG THE NORTHEASTERLY LINE OF SAID RIGHT OF WAY IN BOOK 5994, PAGE 289, A DISTANCE OF 51.20 FEET TO THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, BEING 51.00 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1; THENCE NO3d58'33"E ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 85.34 FEET TO THE AFORESAID NORTH LINE OF GOVERNMENT LOT 4; THENCE S89d55'42"E ALONG SAID NORTH LINE, A DISTANCE OF 9.02 FEET TO THE POINT OF BEGINNING. CONTAINS 30,952 SQUARE FEET OR 0.7106 ACRES, MORE OR LESS. Site Plan application for Lot 1 -Re-development of BB&T Branch Bank-101 N. US Highway 1 A. The original owner to construct the 2 story building on the west portion of the property and the subsequent second single story building on the eastern portion of the property was Community Federal Savings and Loan Association. B. The 2 story bank building was originally constructed as a single story building in 1960. The site plan review for the subsequent second story to the existing building was approved by the Village of Tequesta Council on May 13, 1980. Land Use/Zoning Compatibility The subject property has not significantly changed in several years. The surrounding commercial developments were developed around the subject site and the compatibility of the subject site and the surrounding community has not had any issues in the history of the site. The subject property has a future land use designation of Commercial and the zoning designation is C-2 Community Commercial District. The redevelopment of the subject property proposes a use that is consistent with the intent of the C-2 Community Commercial district which is intended to locate a mix of goods and services that will serve the community at large within proximity to U.S. Highway 1. The request is to redevelop the parcel with re- platting the tract of BB&T owned property into two separate lots for a consolidation of the existing banking facilities onto Lot 1 with uses consistent with C-2 Community Commercial zoning and Land Use of Commercial. Surrounding Uses: Existing Zoning and Land Use Designations 2 EXISTING USE ZONING FUTURE LAND USE SUBJECT SITE C-2 COMMUNITY COMMERCIAL PROPOSED LOT 1 AND LOT 2 COMMERCIAL TO THE NORTH: C-2 COMMUNITY COMMERCIAL EXISTING SHOPPING CENTER COMMERCIAL TO THE SOUTH: C-2 COMMUNITY EXISTING VILLAGE SQUARE COMMERCIAL COMMERCIAL/ SHOPPING CENTER RS—SINGLE FAMILY RESIDENTIAL WATERWAY VILLAGE RESIDENTIAL (UNICORPORATED PBC) TO THE EAST: C-2 COMMUNITY COMMERCIAL EXISTING SHOPPING CENTER COMMERCIAL TO THE WEST: MULTIPLE RETAIL/ M-U MIXED USE MIXED USE COMMERCIAL BUSINESSES PROPOSED SITE PLAN BB&T Bank Branch -LOT 1: SITE PLAN—LOT 1 Re-development of BB&T Branch Bank- 101 N. US Highway 1 TOTAL GROSS SITE AREA 30,952 SF—0.7106 ACRES TOTAL NUMBER OF UNITS 1 UNIT TOTAL SQUARE FEET OF BUILDING 3,008 SF (Bank Building 2,290 SF and Attached Drive thru Canopy) TOTAL SQAURE FEET OF ACCESSORY 156 SF (Dumpster Enclosure) STRUCURES (Dumpster Enclosure) TOTAL FOOTPRINT OF EACH BUILDING (Bank and Attached Drive Thru Canopy) IN SQ FT AND% 3,008 SF—10% OVERALL MEAN BUILDING HEIGHT 23.5'- 1 STORY AND NUMBER OF STORIES FINISHED FLOOR ELELVATION OF ALL F.F. ELEVATION =22.50' STRUCURES TOTAL PROJECT DENSITY IN UNITS NOT APPLICABLE PER ACRES IF APPLICABLE TOTAL PROPOSED OFF-STREET 13 PARKING SPACES INCLUDING 1 PARKING SPACES HANDICAP PARKING SPACE 3 HEIGHT AND LOCATION OF PROPOSED NONE PROPOSED FENCES AND/OR WALLS PROPOSED DRIVE AISLE WIDTH 26.0' (TWO WAY)AND 16.0' (ONE WAY) PROPOSED SIDEWALK WIDTH 6.0'AND 5.0' SIDEWALK WIDTHS PROPOSED SITE DATA AND SETBACKS: SITE PLAN—LOT 1 Re-development of BB&T Branch Bank-101 N. US Highway 1 LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA TOTAL SQ FT 3,008 SF 21,318.33 SF 9,633.67 SF PERCENT(%)OF SITE 10 % 69 % 31 % FRONT SIDE SIDE REAR BUILDING REQ PROV REQ PROV REQ PROV REQ PROV SETBACKS PRIMARY 25' 92.0' 10' 10' 20' 37' 0 112' STRUCTURE ACCESSORY STRUCTURE 25' 233.5' 10' 11' 20' 94' 0' 5.5' (DUMPSTER) FRONT(W) SIDE (N) SIDE (S) REAR(E) LANDSCAPE REQ PROV REQ PROV REQ PROV REQ PROV SETBACKS PARKING 10' 26' 5' 5.0' 10' 10' 5' 5' Concurrency: The existing developed site is located within the Urban Services area of the Village and has all municipal services available. The redevelopment of the site does not impose additional impacts on the municipal services. A traffic analysis and statement was prepare by Pinder Troutman Consultants (PTC) for the redevelopment of the bank owned parcel. As detailed the redevelopment request for Lot 1 is to demolish the existing 2-story bank/office building and construct a new single story branch bank with drive thru on Lot 1. The proposed land use for Lot 1 is Financial. Based on the existing and proposed uses for Lot 1, PTC's calculations of trip generation for the of the existing financial and office use with the proposed financial use resulted in a reduction of Daily, Am and PM peak hour trips for the existing Lot 1 and proposed Lot 1 redevelopment. The requirements of the Performance Standards have been met, See below summary. 4 Daily Traffic Trip Generation Comparison Existing Lot 1: Existing Land Use: Financial/Office Total Daily Trips 438 Proposed Bank Branch -Lot 1 Lot 1 Land Use: Financial Total Daily Trips 180 Results in a reduction of 258 daily trips for the proposed redevelopment of the Lot 1 AM Peak Hour Traffic Trip Generation Comparison Existing Lot 1: Existing Land Use Financial/Office AM Peak Hour Trips 40 Proposed Bank Branch—Lot 1 Lot 1 Land Use: Financial AM Peak Hour Trips 15 Results in a reduction of 25 AM Peak Hour trips for the proposed redevelopment of the parcel PM Peak Hour Traffic Trip Generation Comparison Existing Lot 1: Existing Land Use: Financial/Office PM Peak Hour Trips 60 Proposed Lot 1 Branch Bank Lot 1 Land Use: Financial PM Peak Hour Trips 30 Results in a reduction of 30 PM Peak Hour trips for the proposed redevelopment of the parcel The reduction in Daily, AM peak Hour and PM Peak Hour trips for the requested redevelopment of Lot 1 provides that the proposed redevelopment of Lot 1 to a smaller branch bank with the proposed land use of Financial has no impact and meets The County and Village of Tequesta Traffic performance standards. Drainage and Stormwater Management: Existing Site Drainage: The subject site and existing facility has an existing storm water management and collection drainage system. The existing storm water management and collection system consists of underground exfiltration and storm collection inlets and storm pipes interconnected within the asphalt pavement on the site for existing Lot 1. The onsite drainage system connects to the existing drainage system within Lot 2 and connects to the drainage system within the existing parking lot of the adjacent shopping center to the east providing a runoff discharge location for the subject site. Per our review of the existing storm water and drainage systems and documents the offsite drainage system of the adjacent shopping center discharges east through a network of drainage systems ultimately discharging to the Intracoastal Waterway. The site has an established legal positive outfall via on-site control structure and connection to the existing drainage system of the adjacent shopping center to the south. The project will maintain a drainage easement and connection agreement on Lot 2 for the redeveloped bank site Lot 1 to maintain the existing drainage and outfall connection for Lot 1 as existing. 5 SITE PLAN—LOT 1 Re-development of BB&T Branch Bank—101 U.S. Highway 1 With the redevelopment of Lot 1 consisting of demolition of the existing building and site infrastructure and construction of a smaller branch bank building with attached drive thru, parking and vehicle use areas a proposed underground storm water chamber system and drainage collection system will provide the required storm water management treatment and storm event attenuation of the 25 year — 24 hour meeting the Village of Tequesta level of service standard and SFWMD requirements. In addition, the proposed redeveloped site plan reduces the amount of impervious surface on the subject site from existing conditions. The site has an established legal positive ouffall through the existing drainage system within Lot 2 which is equipped with an on-site control structure and weir that connects to the existing drainage system of the adjacent shopping center to the south. The project will maintain a drainage easement and connection agreement on Lot 2 for the redeveloped bank site Lot 1 to maintain the existing drainage and outfall connection. Water and Sewer: Existing water and sanitary sewer services: The subject site and existing facility has existing water and sanitary sewer services for the existing building on Lot 1. The 2 story building on the west portion of the site has an existing 1" potable water service from the existing water main on U.S. Highway 1 on the west side of the building. The irrigation system for Lot 1 is supplied by the existing 1-1/2" irrigation service on Lot 2. The building also has an existing 6" gravity sanitary sewer service on the south side of the building that connects to the existing sanitary sewer manhole located within the Waterway Road right of way. We received the Village of Tequesta Public Utilities water availability confirming adequate capacity for the proposed bank branch Lot 1 redevelopment, see letter attached. We received the Loxahatchee River District sanitary sewer availability letter confirming adequate capacity for the proposed redevelopment and confirmation that fees have been paid for the extent of 10.5 equivalent connections, see letter attached. SITE PLAN—LOT 1 Re-development of BB&T Branch Bank-101 N. US Highway 1 With the redevelopment of Lot 1 consisting of demolition the existing building and site infrastructure and construction of a smaller branch bank building there will be no additional flow demand for the proposed redevelopment for water and sanitary sewer service. The redevelopment project proposes to reuse the existing water and sanitary sewer services to facilitate the proposed 2,290 SF branch bank with drive thru. A proposed new 1-1/2" irrigation service will be added off of the existing Water main on U.S. Highway 1 to provide irrigation service for the bank branch redevelopment on Lot 1. The existing 1" potable water and 6" sanitary sewer services are adequate to provide the services required for the bank. Any upgrades and or modifications that may be required to meet the utility standards and requirements will be provided meeting the Village of Tequesta and Loxahatchee River District standards and requirements. Landscape: As mentioned prior in the project history of this narrative, site plan approvals and landscape waivers to the landscape section of the code were previously approved by the Village Council for the entire subject site. The Redevelopment of Lot 1 proposes to provide code complaint landscape and greenspace with the exception of a request to extend / modify one (1) of the existing granted landscape waivers identified below: The Previous landscape waivers granted for the property to Ordinance 377, section X (H) Landscape General Requirements of the Tequesta Zoning Ordinance for the existing development facility are presented in this following table. 6 Site Plan Lot 1 -Landscape Waiver Table: PREVIOUSLY APPROVED WAIVERS REMAINING WAIVERS WAIVERS NOT REQUIRED Three trees are required along U.S. Three trees are required along U.S. Highway One, 30' on center. Two Highway One, 30' on center. Two dusters of three palms clusters of three palms A 4'landscape strip is required along the A 4'landscape strip is required along the north side of the building;2.5'landscape north side of the building;2.5'landscape strip along the building was granted strip along the building was granted. (Request granted landscape waiver modification of 2.5'landscape strip to no landscape strip along north side of building at proposed drive thru) A 5'landscape strip is required along the A 5'landscape strip is required along the north property line; No landscape strip north property line; No landscape strip along the north property line was granted along the north property line was granted.However the proposed site plan Lot 1 provides a 5.0' landscape strip onsite and waiver no longer required for the Proposed Bank Branch Site Plan — Lot 1) Along the north property line, 13 trees Along the north property line, 13 trees are required. No trees along the north are required. No trees along the north property line was granted property line was granted A hedge is required along the north A hedge is required along the north property line, 24" overall. No hedge property line, 24" overall. No hedge along the north property line was granted along the north property line was granted A 15% Interior Landscape area is A 15% Interior Landscape area is required;a 12%Interior Landscape Area required;a 12%Interior Landscape Area was granted. was granted. A minimum of 60%native plant material A minimum of 60% native plant material is required; 41% native plant material is required; 41% native plant material was granted was granted. Architecture: The proposed architecture will continue to be consistent with the existing facility in terms of color, style and materials. The new BB&T branch bank is 2,290 SF with attached drive thru and will be located at the intersection of U.S. Highway 1 and Waterway Road.The Building has a tower that emphasizes the main door and face the intersection of U.S. Highway 1 and Waterway Road.The exterior elevations are symmetric in both sides of the intersection. The exterior material used in the building are Brick, EIFS, aluminum store front system for windows and main door. Parking: Lot 1 is being re-developed to a single story branch bank with 2 drive thru lanes and 1 drive up ATM lane and the code required parking for the proposed branch bank is 12 parking spaces. 13 parking spaces have been provided which includes 1 ADA parking spaces meeting the code required parking requirements. The required stacking for the drive thru meeting the Village codes and requirements has been provided on the redeveloped site plan of the bank branch Lot 1. Signage: All signs will be submitted for approval under separate cover. Site and building signage will be in conformance with the Village of Tequesta codes and requirements for Lot 1 redevelopment. Lot 1 illustrates the proposed Pylon Sign along U.S. Highway 1 approximately center of the site. The typical signage for the proposed branch bank site and building on Lot 1 has been depicted on the proposed architectural elevations and signage information attached to the narrative. 7 Addressing: With the proposed subdividing the existing parcel into two separate Lots. The following address is for the BB& Branch Bank (Lot 1). Lot 1 - BB&T Branch Bank—101 N. U.S. Highway 1 Emergency Access: The proposed redevelopment site plan for the bank branch Lot 1 provides the required emergency access and circulation through the site. The proposed fire lane bisects the site and has been approved by the Village of Tequesta Fire Chief. The fire lane is proposed to have signage per NFPA and the Village of Tequesta requirements. Environmental: Dynatech Engineering performed an Environmental Phase I investigation and pursuant to our field investigation, record review, meetings and discussion with various county and private personnel, the following is a summary of potential environmental concerns encountered at the subject site at the time of our inspection. A. Hazardous Substances None Observed B. P.C.B.'s None Observed C. Petroleum Products None Observed D. Solid Waste None Observed. E. Pesticides None Observed. According to the Palm Beach County Property Appraisers Office the subject property is described as: Parcel Control No. 60-43-40-30-00-004-0031 (101 North US Highway 1,Tequesta, FL) The subject property consisted of vacant, undeveloped land until the mid1960's, when the subject two- story office building was constructed on the west section of the site. In 1985, an additional one-story office building was constructed on the east section of the site. The subject buildings have always been used for professional office purposes since their construction and are presently occupied by BB&T BANK (two- story building)and professional offices (one-story building). During our site inspection, no signs of hazardous substances use, handling, manufacturing or storage were evident. Abutting/adjacent/contiguous properties were also investigated to the extent accessible from the public right of way. Based on our visual and physical site inspection and environmental records reviews, these properties do not presently pose an environmental concern due to their distance from the subject site at the time of our inspection. A radius map report(approximate minimum search distance) is included in the appendices. Off-site properties records within '/2 mile of the subject site were reviewed and do not presently pose an environmental concern due to their distance from the subject site at the time of our inspection. A radius map report(approximate minimum search distance) is included in the appendices. Based on the above findings, it is the opinion of DYNATECH ENGINEERING CORPORATION that the subject property revealed no evidence of Recognized Environmental Conditions (REC's), during our site inspection. Therefore, no further assessment is warranted at this time. 8 Statement of Compliance with the Comprehensive Plan &Concurrency Requirements: As stated previously in the narrative Property Re-Plat to create Two(2) separate Lots for redevelopment. BB&T Bank is proposing a site plan for subdivided parcel and redevelopment of Lot 1 and Lot 2. The redeveloped bank branch Lot 1 is consistent with the Village of Tequesta's Comprehensive Plan: Objective: 1.3.0 Prohibit land uses which are inconsistent with the community's character and future land uses Lot 1 is within compliance of the land uses and future land uses that are consistent with the community's character. Policy: 1.3.6 Require adequate parking, suitably arranged and attractively landscaped, in all developments. The redevelopment Lot 1 bank branch has provided the required parking spaces. The proposed redeveloped Lot 1 bank branch is in compliance with the Land Development Regulations. Policy: 1.3.7 Commercial developments shall be developed in a manner that will compatibly serve the community's needs by restricting their location to those areas indicated on the Future Land Use Map. The proposed Lot 1 bank branch redevelopment is compatible to serve the community needs and is in compliance with the Future Land Use map. Policy: 1.3.10 Require parking areas that are generously landscaped and appropriately lighted by implementing provisions within the Zoning Ordinance. The proposed redevelopment Lot 1 bank branch has provided that the proposed parking areas are landscaped and lighted per the zoning ordinance. Policy: 1. 3.12 as part of the Site Plan Review process, compatibility with adjacent land uses shall be demonstrated. Compatibility is defined as consistency with the Future Land Use Map and compliance with Village land development regulations. The proposed redevelopment Lot 1 bank branch is compatible with the adjacent land uses and is consistent with the Future Land Use map and the Village land development regulations. Policy: 1.5.2 The Village shall ensure that public facilities and services meet adopted levels of service, and are provided concurrent with development impacts. The redevelopment Lot 1 Bank Branch is further consistent with the Comprehensive plan as well as the concurrency requirements in that it is located within the service area of the Village and has all the municipal services existing and or available including water, sewer, electrical, power and their utilities. The project is within the service area of the Village of Tequesta's police and fire rescue service. Furthermore the proposed redevelopment of the site reduces the impact on services currently existing for the facilities. Policy: 1.5.6 Provide for drainage and storm water management, open space, and safe and convenient parking and on site traffic flow by applying the site plan review requirements of the current land development regulations within the Village. The proposed redevelopment of the Lot 1 bank branch site and prior site plan and landscape waiver approvals for the site has provided or exist for drainage and storm water systems, open space and safe and convenient parking and site circulation with the proposed site plan Bank Branch Lot 1 and is in compliance with the current land development regulations. 9 Level of Services Statements: Per Division 2. Site Plan Review. Section 78-331 — Required; development standards required facilities and infrastructure, the subject site plan review application for Branch Banking & Trust Company Lot 1 meets or exceeds the following level of service standards for the Village of Tequesta: (1) Traffic(Roads and Right of Ways) Roadway Type (LOS)Standard (LOS) Peak r- Collector* C D, *Except Country Club Drive and Seabrook Road which are C Urban minor arterials C D r Principal arterials C D A traffic analysis and statement was prepare by Pinder Troutman Consultants (PTC) for the re- development of the bank owned parcel. As detailed the redevelopment request for Lot 1 is to demolish the existing 2-story bank/office (8,772 SF) building and construct a new single story branch bank with drive thru on Lot 1. The Bank proposes to build a new single story (2,290 SF) branch bank with drive thru on Lot 1 to consolidate bank operations. The proposed land use for Lot 1 is Financial. Based on the existing and proposed uses for Lot 1, PTC's calculations of trip generation of the existing financial and office use with the proposed financial use is not projected to generate any additional daily or peak hour trips above the existing development. Therefore the requirements of the Traffic Performance Standards have been met. Existing Bank/Office Use—438 Trips Proposed Bank Use- 180 Trips (2) Sanitary sewer:A central wastewater level of service standard of 108 gallons per capita per day is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. The proposed 2,290 SF Branch Bank Lot 1 is estimated to have an average daily flow of 400 gallons per day sanitary sewer flow, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. The site is located within the service area of Loxahatchee River Environmental Control District (LRECD). Wastewater service for the proposed project will be provided by LRECD and the site currently has existing individual sanitary sewer service connections to the LRECD system. Specifically, there is 8" gravity sewer line along the north side of Waterway Road right of way adjacent to the site's south property line. There is an existing 6" gravity sewer service onsite that will be modified and reused for the redevelopment of the branch bank Lot 1. According to LRECD the site has a reserved capacity of 10.5 equivalent connections and the proposed redevelopment will not exceed the existing capacity. Therefore the proposed development will not exceed the level of service standard of 108 gallons per capita per day. (3) Drainage: A public drainage facilities level of service standard of a 25-year frequency, 24- hour duration storm event is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. As a general drainage requirement, each proposed project and/or site must maintain 95 percent of all storm water runoff on-site. The proposed Bank branch redevelopment Lot 1 will be designed to meet the adopted level of service standards prescribed by the Village of Tequesta and South Florida Water Management District. The site has an established legal positive outfall via on-site control structure and connection to the existing 10 drainage system of the adjacent shopping center to the south. The project will maintain a drainage easement and connection agreement on Lot 2 for the redeveloped bank site Lot 1 to maintain the existing drainage and outfall connection. The drainage facilities have been designed to retain the storm water runoff for the 25-year, 24 hour duration storm onsite. Therefore the proposed storm water management system for the development will meet the level of service standard of retention of 95 percent of the 25- year, 24 hour duration storm event storm water runoff on-site. See storm water calculations and plans attached. (4) Potable Water: The following potable water level of service standards are hereby adopted and shall be used as the basis for estimating the availability of facility capacity and demand generated by a proposed development project: a. Average day water consumption rate: Residential 175 gallons/capita/day b. Maximum day water consumption(including irrigation): Residential 180 gallons/capita/day Nonresidential 3,030 gallons/acre/day The proposed 2,290 SF Branch Bank Lot 1 is estimated to have an average daily flow of 400 gallons per day potable water flow and 4,000 GPD- 2 to 3 times per week for irrigation flow and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. The site is located within the potable water service area of Tequesta Water Utilities. Potable Water service for the proposed project will be provided by Tequesta Water Utilities. The project will utilize the existing 1" potable water service and install a new 1-1/2" irrigation water service connected to the existing water main along the east side of U.S. Highway 1. The proposed development will not exceed the level of service standard of 3,030 gallons per capita per day. (5) Recreation level of Service Standards table The property is non-residential and an existing commercial banking and office facility with no recreation onsite. The redevelopment of the site is for non-residential branch banking and commercial uses and will not impact the Village's recreational level of service standards. (6) Pedestrian walkways. All development and/or major redevelopment must provide a minimum five foot wide continuous path of travel for pedestrians (sidewalks). Sidewalks shall be parallel to all roadway surfaces and be at least four feet from the edge of the roadway pavement. All sidewalk improvements shall be installed and maintained by the adjacent property owner. Location, set back, width and material shall be approved by the village. A 5'concrete sidewalk has been extended and provided along Waterway Road curb line adjacent to the Lot 1 of the redevelopment. There is also an existing concrete sidewalk along the subject property on U.S. Highway 1 that is scheduled to for improvements. The proposed U.S. Highway 1 sidewalk improvements have been reflected on the proposed bank branch site plan Lot 1. Sidewalks on the interior of the proposed bank branch redevelopment Lot 1 are 5' and 6' in width. A proposed Pedestrian sidewalk connection from the redeveloped bank branch Lot 1 to the existing sidewalk along Waterway drive has been provided on the site plan. (7) Fire Flow Requirements All development and/or major redevelopment must provide the necessary infrastructure improvements for fire suppression, including adequate fire hydrant placement, to meet the development's fire flow requirements in accordance with NFPA#1, Uniform Fire Code, and Florida edition. 11 As part of the site design, a new fire hydrant is proposed to be added to meet State and Local Fire Codes along the subject redevelopment bank branch Lot tat the entrance driveway on Waterway Road. The site as designed will meet the development's fire flow requirements in accordance with NFPA#1, Uniform Fire Code, and Florida edition. (8) The development shall project for the reservation and preservation of the existing and future rights-of-way as may be determined by the Village and in conformance with the county and Village right-of-way protection plan. The redevelopment bank branch Lot 1 site plan provides the reservation and preservation of the existing and future rights-of-way per the County and the Village of Tequesta requirements and plans. (9) Site plans shall be required which incorporate innovative urban, architectural, and/or engineering design of impervious areas(e.g., parking lots) to maximize the retention of rainfall to these areas which will increase the recharge of groundwater while reducing storm water runoff. The proposed redeveloped site plan for the bank branch Lot 1 provides greater pervious surface area than the existing developed site and the proposed storm water drainage system collects the entirety of the proposed impervious areas and provides soil percolation of the storm water up to and including the 25 year—24 hour storm event to recharge the groundwater. The proposed site plan will not have any offsite storm water discharge up to and including the 25 year — 24 hour storm event. (10)All new developments shall be required to limit post-development surface water runoff rates and volumes to predevelopment conditions. The proposed site plan bank branch Lot 1 is not a new development but a redevelopment of an existing developed site. However the site plan will provide the storm water retention of the storm water runoff of all storm events up to and including the 25 year — 24 hour storm event. The proposed site plan will not have any offsite storm water discharge up to and including the 25 year —24 hour storm event.The proposed bank branch site plan Lot 1 is in compliance with the Village of Tequesta predevelopment versus post development runoff rates. (11)All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a drainage/environmental statement describing how the proposed development will affect the estuarine water quality of the class 111 waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements of chapter 50, article II, pertaining to environmentally sensitive lands. The subject site Lot 1 is currently developed and is covered by approximately 85-90% impervious surface. A detailed site assessment has not been conducted, but based on the current status of the site it appears to be unnecessary to do so. No wetlands, scrub, or other natural habitats appear to occur on the site. All or nearly all non-impervious area of the site appears to consist of maintained lawn and landscape. It is therefore unlikely that any listed species utilize the site. The proposed redevelopment Lot 1 bank branch will include a storm water management system, and this system will be permitted by SFWMD. Upon issuance of the SFWMD permit, the project will meet state water quality standards, and therefore will have no effect on the area's water quality. Permitting: All pertinent permits will be concurrently sought from the applicable county, state, and federal agencies. Only preliminary conversations have occurred at time of site plan submittal. Most permitting will occur upon site plan approval or during construction documentation stage of development. 12 PREPARED BY AND AFTER RECORDING RETURN TO: Jeanette M. Flores, Esquire GrayRobinson,P.A. PO Box 3324 Tampa, Florida 33601 101 N. US Highway 1 Tequesta, FL Property Code: 102445 ACCESS,LANDSCAPE AND CONSTRUCTION EASEMENT AGREEMENT AND TERMINATION THIS ACCESS, LANDSCAPE AND CONSTRUCTION EVEMENT AGREEMENT AND TERMINATION ("Agreement") is made thisi,_ day of /14 , 2017, between DDR SOUTHEAST TEQUESTA, L.L.C., a Delaware limited lia lity company, whose mailing address is 3300 Enterprise Parkway, Beachwood, Ohio 44122, hereinafter referred to as "DDR," and BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, whose mailing address is BB&T Support Services Real Estate, 2400 Reynolda Road, Winston-Salem,NC 27106, hereinafter referred to as"BBT." RECITALS: A. DDR is the fee simple owner of a parcel of land which is described on Exhibit A attached hereto and made a part hereof("DDR Parcel'); B. BBT is the fee simple owner of a parcel of land, adjacent to the DDR Parcel, which is described on Exhibit B attached hereto and made a part hereof ("BBT Parcel'); C. DDR(as successor-in-interest to Pride Plaza, Inc., a Florida corporation)and BBT (as successor-in-interest to Community Federal Savings and Loan Association of the Palm Beaches) are parties to that certain Grant of Encroachment dated September 19, 1965 and recorded in OR Book 4663, Page 624, Public Records of Palm Beach County, Florida (the "Existing Landscaping and Access Easement Agreement'); D. DDR has agreed to grant to BBT a perpetual, non-exclusive access easement over the parcels shown on Exhibit C attached hereto (the `BBT Access Easement Area") and a non- exclusive temporary construction easement over that portion of the BBT Access Easement Area shown on Exhibit C-1 attached hereto (the "Construction Easement Area") in order to permit BBT to construct certain improvements,pursuant to the terms and conditions of this Agreement; (02347383-3) \570010\1600-#10294829 v2 E. DDR has agreed to grant to BBT a perpetual, non-exclusive landscape easement over the parcels shown on Exhibit D attached hereto(the"Landscape Easement Area"); and F. BBT has agreed to grant to DDR a perpetual, non-exclusive access easement over the portion of the BBT Parcel shown on Exhibit E attached hereto (the "DDR Access Easement Area"). NOW, THEREFORE, in consideration of the foregoing,the execution of this Agreement by the parties hereto, the mutual covenants and agreements contained herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the parties hereto, it is agreed as follows: I. Recitals. The Recitals above are incorporated into the body of this Agreement by this reference. 2. Termination of Existing Landscape and Access Easement. BBT and DDR hereby terminate the Existing Landscape and Access Easement as of the date of this Agreement, and the Existing Landscape and Access Easement shall be of no further force and effect. 3. Grant of Easements. (a) DDR hereby grants to BBT, for the benefit of the BBT Parcel, a non-exclusive, perpetual access easement for use by BBT, and its tenants, subtenants, licensees and occupants of the BBT Parcel and all of their respective officers, directors, employees, agents, contractors, customers, visitors and invitees, and their respective successors and assigns, over and across the BBT Access Easement Area to provide pedestrian and vehicular ingress and egress over the BBT Access Easement Area to and from the public rights of way known as U.S. Highway No. 1 and Waterway Road. There shall be no fences or barricades installed by either DDR or BBT that would obstruct or interfere with the free flow of vehicular traffic within or between the BBT Parcel and the DDR Parcel. (b) DDR hereby grants to BBT a non-exclusive temporary construction easement ("Temporary Construction Easement") over and across the Construction Easement Area. The purpose of the Temporary Construction Easement shall be to (i) allow BBT to construct certain improvements in connection with the BBT Access Easement Area and (ii) provide a staging area to BBT for construction equipment and materials on the terms and conditions set forth herein. BBT's access, ingress, and egress rights pursuant to the Temporary Construction Easement shall be limited as follows: (i)BBT shall refrain from performing or engaging in activities in or on the Construction Easement Area that prevent or unreasonably interfere with access, ingress or egress to the remainder of DDR's Parcel (including the drive aisles located with Temporary Construction Easement Area and parking adjacent thereto); (ii) BBT shall be prohibited from storing or staging equipment or construction materials in or on the Construction Easement Area except to the extent work is being performed on the driveway, curb or landscape area immediately adjacent to the Temporary Construction Easement Area, and in any event, any such equipment or materials shall not be left unattended and shall not interfere with the flow of traffic within the drive aisles of the DDR Property; (iii) BBT shall maintain and store equipment and construction materials in a neat and slightly condition, in a safe manner, in compliance with all (02347383-3} \570010\1600-#10294829 v2 2 laws and in a manner that does not unreasonably interfere with DDR's use of DDR's Parcel or the business operations of DDR; and (iv) BBT shall cease utilizing the Construction Easement Area immediately after completion of BBT's construction activities. (c) DDR hereby grants to BBT, for the benefit of the BBT Parcel, a non-exclusive, perpetual landscape easement (the "Landscape Easement") over the Landscape Easement Area for the purpose of planting and maintaining trees, shrubs, grass and plants. BBT shall maintain any landscaping located in the Landscape Easement Area in a good and workmanlike manner, lien-free, in a neat and clean manner, in accordance with all laws and consistent with maintenance practices customarily employed in first class retail shopping centers. Any landscaping installed in the Landscape Easement Area shall not reduce or interfere with visibility of,to or from the DDR Parcel or otherwise interfere with the use or operation of the DDR Parcel. Without limiting the forgoing, BBT shall not permit landscaping to become overgrown and shall not permit unhealthy or dead landscaping elements to exist in the Landscape Easement Area. (d) BBT hereby grants for the benefit of the DDR Parcel, a non-exclusive, perpetual access easement for use by DDR and its tenants, subtenants, licensees and occupants of the DDR Parcel and all of their respective officers, directors, employees, agents, contractors, customers, visitors and invitees, and their respective successors and assigns, over and across the DDR Access Easement Area to provide pedestrian and vehicular ingress and egress over the DDR Access Easement Area to and from the public right of way known as Waterway Road. There shall be no fences or barricades installed by either DDR or BBT that would obstruct or interfere with the free flow of vehicular traffic within or between the BBT Parcel and the DDR Parcel. 4. Access Fee. Commencing on the date hereof, and continuing thereafter on the first (1st) day of January of each calendar year(the"Payment Date"), BBT, or the subsequent owner of the BBT Parcel, shall pay to DDR, as owner of the DDR Parcel, or any subsequent owner of the DDR Parcel, an annual access fee in an amount equal to Two Thousand Five Hundred Dollars ($2,500.00) (the "Access Fee"). Following the expiration of the fifth (5th) anniversary of the Payment Date, and in each subsequent five (5) year period thereafter, the Access Fee shall increase by an amount equal to fifteen percent (15%) over the amount payable in the immediately preceding five (5) year period. Payment of the Access Fee shall be delivered to DDR at 3300 Enterprise Parkway, Beachwood, Ohio 44122, Attn: Property Manager — Tequesta Shoppes, or to such other address as provided in writing to the owner or occupant of the BBT Parcel. 5. Maintenance; No Liens. (a) In the event that BBT disturbs any part of the Construction Easement Area, the BBT Access Easement Area or Landscape Easement Area or improvements thereon in connection with the exercise of its rights hereunder, BBT shall restore the land or improvements affected thereby substantially to the condition existing prior.to the time of such disturbance at BBT's sole expense, normal wear and tear and damage by casualty excepted. In the event that DDR disturbs any part of the DDR Access Easement Area or improvements thereon in connection with the exercise of its rights hereunder, DDR shall restore the land or improvements affected thereby substantially to the condition existing prior to the time of such disturbance at DDR's sole expense, normal wear and tear and damage by casualty excepted. (02347383-3} \57001011600-N 10294829 v2 3 (b) All work performed on or in the Construction Easement Area, the BBT Access Easement Area or Landscape Easement Area shall be performed in a lien-free, good and workmanlike manner and in accordance with the requirements of all applicable government ordinances, codes, regulations and laws. In the event any mechanic's or materialman's lien is filed against the Construction Easement Area, the BBT Access Easement Area or Landscape Easement Area or any land of DDR in connection with work performed by or at the direction of BBT, then BBT shall, promptly after notice of filing (but in any event, within thirty (30) days), cause the same to be discharged of record at BBT's sole cost and expense. BBT will give DDR prompt notice of any claim or action known to BBT and pertaining to mechanics' or materialmen's liens against the BBT Access Easement Area, Landscape Easement Area or any land of DDR. 6. Reservations. The Temporary Construction Easement, BBT Access Easement, and Landscape Easement created by this instrument are subject to a general reservation and right in DDR to use any portion of land above, below or around the Construction Easement Area, the BBT Access Easement Area and Landscape Easement Area so long as such use does not unreasonably interfere with the use of the Construction Easement Area, the BBT Access Easement Area or Landscape Easement Area by BBT for its intended purposes. The DDR Access Easement Area is subject to a general reservation and right in BBT to use any portion of land above, below or around the portion of the DDR Access Easement Area so long as such use does not unreasonably interfere with the use of the DDR Access Easement Area by DDR for its intended purposes. 7. Liability Insurance; Release; Indemnification. (a) Each of BBT and DDR shall at all times during the term hereof maintain a policy of commercial general liability insurance with companies authorized to transact business in the State of Florida, having a minimum A.M. Best rating(or equivalent) of A-(viii), in the minimum amount of $1,000,000.00 per claim/annual aggregate naming the other party as an additional insured with respect to claims arising out of the exercise by such party or its agents of any rights hereunder. Prior to entering the DDR Parcel to perform any work or maintenance and anytime thereafter, upon request, BBT shall deliver to DDR a certificate of insurance evidencing that such coverage is in place, and DDR, upon request of BBT, shall provide BBT with a certificate evidencing that DDR is maintaining such coverage. (b) Except as provided below, neither party shall be liable for any injury, damage or loss of any nature whatsoever to person or property occurring as a result of the exercise of rights under this Agreement except to the extent such injury, damage or loss is caused by such party's willful misconduct, negligence or breach of this Agreement. BBT shall indemnify and agree to defend and save DDR harmless from and against any and all claims, demands, actions, suits, losses,damages, costs and expenses whenever arising on or after the date hereof arising out of or due to (a) the construction activities performed by BBT on the BBT Parcel or the DDR Parcel, (b) any damage to the DDR Parcel to the extent caused by BBT, its agents, employees, or contractors, and (c) the use or occupancy of the Construction Easement Area, Landscape Easement Area or BBT Access Easement Area by BBT, its employees, agents or contractors. (02347383-3) \570010\1600-#10294829 v2 4 8. Temporary Construction Easement Termination. The Temporary Construction Easement shall automatically terminate upon the earlier of (a) BBT's completion of the construction of the improvements in the Construction Easement Area or(b) December 31, 2017. Upon request by DDR, BBT shall execute, in recordable form, written evidence of such termination. 9. Eminent Domain. In the event that any part of the Construction Easement Area, the BBT Access Easement Area or Landscape Easement Area shall be taken by eminent domain or any similar authority of law, the entire award for the fee simple value of the land, and improvements so taken shall belong to DDR, or to its mortgagees or tenants, as their interests may appear; provided, however, that nothing contained herein shall be construed as waiving any right of BBT to make a claim against the condemning authority for the loss of its easement rights arising as a result of such taking. In the event that any part of the DDR Access Easement Area shall be taken by eminent domain or any similar authority of law, the entire award for the fee simple value of the land,and improvements so taken shall belong to BBT, or to its mortgagees or tenants, as their interests may appear; provided, however, that nothing contained herein shall be construed as waiving any right of DDR to make a claim against the condemning authority for the loss of its easement rights arising as a result of such taking. 10. Default. In the event of any default by a party in the performance or observance of any term, condition or covenant hereunder, which default is not cured within fifteen (15) days after the giving of written notice from the non-defaulting party to the defaulting party (unless such default is in the nature that it cannot be cured within such fifteen (15) day period, in which case the period to cure such default shall be extended so long as the defaulting party shall have commenced the curing of such default within such fifteen (15) day period and shall thereafter diligently and continuously prosecute the curing of same and shall completely cure such default as promptly as possible), then the non-defaulting party, in addition to any other remedies available at law or in equity, shall have the right, exercisable by delivering written notice to the defaulting party, (a) to cure such default, and the right to be promptly reimbursed for any costs incurred to cure such default, or(b)to terminate this Agreement, whereupon the easement herein granted shall cease and desist and be of no further force and effect. 11. Miscellaneous. (a) This instrument may not be modified or amended except by a written instrument executed by the parties hereto or their respective successors and assigns. (b) This instrument shall be binding upon DDR and BBT, and their respective successors and assigns. (c) The parties acknowledge that the Construction Easement Area, the BBT Access Easement Area, DDR Access Easement Area, and Landscape Easement Area are private property and that nothing herein, express or implied, shall confer upon the general public any rights or remedies under or by reason of this instrument,except as expressly provided for herein. (d) BBT's use of the Construction Easement Area, the BBT Access Easement Area and Landscape Easement Area is limited to those purposes expressly set forth in this instrument. (02347383-3) \570010\1600-#10294829 v2 5 DDR's use of the DDR Access Easement Area is limited to those purposes expressly set forth in this instrument. (e) Upon either party's request, DDR and BBT agree to execute and deliver any such instruments, in recordable form, as may be necessary to evidence and confirm the termination of this instrument. (f) All easements granted herein shall be non-exclusive. [THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] (02347383-3) \570010\1600-0 10294829 v2 6 WITNESSES AS TO DDR: DDR: DDR SOUTHEAST TEQUESTA,L.L.C., a Delaware limited liability company G i � By, r` ,c (Print Name) [avid E. Weiss (Print Name) Its: Executive Vice President fl- rx• t Name) WITNESSES AS TO BBT: BBT: BRANCH BANKING AND TRUST COMPANY,a North Carolina banking corporation By: (Print Name) (Print Name) Its: (Print Name) )02347383-3) •570010t1600-N 10294829 v2 7 WITNESSES AS TO DDR: DDR: DDR SOUTHEAST TEQUESTA,L.L.C., a Delaware limited liability company Aili�, G By: u/ley (Print Name) ,_'riot Name) Its: Executive Vice President nt Name) WITNESSES AS TO BBT: BBT: BRANCH BANKING AND TRUST COMPANY,a North Carolina banking corporation Y By: (1 '(fit t1Al (Print Name) g/Te-IGLeoM0 (Print Name) Its: 1/iec 46-sforwr Arlo coe c,61-+t (Print Name) (02347383 31 i5700101600 II10294829v2 7 STATE OF OHIO ) )SS: COUNTY OF CUYAHOGA ) BEFORE ME, a Notary Public in and for said County and State, personally appeared David E. Weiss, known to me to be the Executive Vice President of DDR Southeast Tequesta, L.L.C., a Delaware limited liability company, the limited liability company which executed the foregoing instrument, who acknowledged that he did sign and seal the foregoing instrument for and on behalf of said limited liability company being thereunto duly authorized and that the same is his free act and deed and the free at and deed of said limited liability company. IN WITNESS WHEREOF, I have hereunto set my hand and official seal at Beachwood,Ohio this /d.r1"_day of May ,2017. go��\11f%ice In DEBRA CASPIO * ��_,� Notary Public.State of Ohio Notary Public X 1y My Commission Expires �0". .*/ March 6,2019 '9TF'OF;Ot'/ STATE OF ) )SS: COUNTY OF ) Personally appeared before me, the undersigned,a Notary Public, in and for said County and State, , known to me to be the of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the which executed the foregoing instrument,who acknowledged that he/she did sign and seal the foregoing instrument for and on behalf of said limited liability company being thereunto duly authorized and that the same is his/her free act and deed and the free at and deed of said corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and official seal at this day of ,2017. Notary Public (02347383.3) 1570010\1600-0 102941129 v2 & STATE OF OHIO ) )SS: COUNTY OF CUYAHOGA ) BEFORE ME, a Notary Public in and for said County and State, personally appeared David E. Weiss, known to me to be the Executive Vice President of DDR Southeast Tequesta, L.L.C., a Delaware limited liability company,the limited liability company which executed the foregoing instrument,who acknowledged that he did sign and seal the foregoing instrument for and on behalf of said limited liability company being thereunto duly authorized and that the same is his free act and deed and the free at and deed of said limited liability company. IN WITNESS WHEREOF, 1 have hereunto set my hand and official seal at Beachwood,Ohio this day of May ,2017. 2oteye t�iti'411 DEBRA CASPIO *��be. Notary Public.State of Ohio Notary Public My Commission Expires �����0 March 6,2014 STATE OF COger- ) �x - ,SS: COUNTY OF Personally appeared before me,the undersigned,a Notary Pulglic, in and for said County and State,jifrf KIRK LAN D , known to me to be the \(Ici, QRIrSIDEryT of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the Ii\IDIV►pvlA-C- which executed the foregoing instrument,who acknowledged that he/she did sign and seal the foregoing instrument for and on behalf of said limited liability company being thereunto duly authorized and that the same is his/her free act and deed and the free at and deed of said corporation. IN TESTIMONY WHFNOF, 1 have hereunto set my hand and official seal at PilitA40 this 12 day of MO1 -,2017. ZOHREEN NOORANI e` Notary Public _ *IC)*; STATE OF TEXAS Not �IIc '?a�� Notar My y Comm.lD 1113094202 40 10230383-3} 157001011600-N 102941129 v2 8 EXHIBIT A DDR PARCEL Parcel A Three Parcels of Real Property situated in the County of Palm Beach, State of Florida, to wit: Parcel 1: That portion of the South 540 feet of Government Lot 3, lying Easterly of U.S. Highway No. 1, together with a portion of Government Lot 4, of Section 30,Township 40 South, Range 43 East, Palm Beach County, Florida. Said portions together being more particularly described as follows: Begin at the Intersection of the east right-of-way line of U.S. Highway No. 1,being 60 feet East of the center line of U.S. Highway No. 1 with the South line of said Government Lot 3 thence run North 03° 58' 33" East, along the Easterly right-of-way line of said U.S. Highway No. 1, a distance of 541.26 feet thence South 89° 55' 42" East, along a line parallel with and 540 feet North of as measured at right angles to the aforesaid South line of Government Lot 3, a distance of 654.45 fee; thence South 0°02'42"East, a distance of 660.87 feet, thence South 89° 57' 18" West, a distance of 300.00 feet to a point lying 401.00 feet Easterly of the Easterly right-of-way line of U.S. Highway No. 1; as measured along the North right-of-way line of Waterway Road; thence North 03° 58' 33" East,parallel with the Easterly right-of-way line of U.S. Highway No. 1 a distance of 121.76 feet; thence North 89° 55' 42" West, along the South line of said Government Lot 3, a distance of 400.94 feet to the Point of beginning. Parcel 2: Being a portion of Government Lot 3, less the South 540 feet and the North 200 feet thereof, Section 30, Township 40 South, Range 43 East, Palm Beach County, Florida, lying East of the Easterly right-of-way line of State Road No. 5 (U.S. Highway 1) being more particularly described as follows: Beginning at a point on the Easterly right-of-way line of State Road No. 5 (U.S. Highway No. 1) and a line 540 feet North of and parallel to the South line of Government Lot 3; thence North 03° 58' 33"East along said right-of-way line a distance of 25.47 feet to a point of curvature of a curve concave to the West; thence Northeasterly, Northerly and Northwesterly along the arc of said curve, through a central angle of 15° 54' 41", having a radius of 1970.08 feet a distance of 547.10 feet; thence South 89° 43' 05"East on a line 200 feet, South of and parallel to the North line of Government Lot 3 a distance of 255.12 feet to a point on the arc of a curve concave to the West;thence Southeasterly, Southerly and Southwesterly.along the arc of said curve through a central angle of 14° 31' 05", having a radius of 2220.08 feet, a distance of 562.54 feet to the Point of Tangency; thence South 03° 58' 33"West a distance of 8.41 feet; thence North 89° 55' 42" West along a line 540 feet North of and parallel to the South line of Government Lot 3, a distance of 250.58 feet to the Point of Beginning. (02347383-3} \570010\1600-H 10294829 v2 9 LESS AND EXCEPTING THEREFROM, any portion of said Parcel 2 which lies within the Plat of Key West Village, as recorded in Plat Book 65, page 103 of the Public Records of Palm Beach County, Florida. {02347383-3} \570010\1600-N 10294829 v2 10 • EXHIBIT B BBT PARCEL [see attached] (02347383-3} \570010\1600-#10294829 v2 1 1 r SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: PROPOSED LOT 1, TEOUESTA AT WATERWAY A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN 589'55'42"E, ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET; THENCE SOO'04'10'E, A DISTANCE OF 121.89 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER SAID OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE SB9'54'38"W ALONG SAID NORTH RIGHT OF WAY UNE, A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER OF RIGHT OF WAY DESCRIBED IN OFFICIAL RECORDS BOOK 5994, PAGE 289, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE RUN N43•01'45'W ALONG THE NORTHEASTERLY LINE OF SAID RIGHT OF WAY IN BOOK 5994, PAGE 289, A DISTANCE OF 51..20 FEET TO THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1. BEING 51.00 FEET EAST OF THE CENTERUNE OF U.S. HIGHWAY NO. 1; THENCE 1403'58'33"E ALONG SAID EAST RIGHT OF WAY UNE, A DISTANCE OF 85.34 FEET TO THE AFORESAID NORTH UNE OF GOVERNMENT LOT 4; THENCE S8955'42"E ALONG SAID NORTH UNE, A DISTANCE OF 9.02 FEET TO THE POINT OF BEGINNING. CONTAINS 30,952 SOUARE FEET OR 0.7105 ACRES, MORE OR LESS. • - PREPARED FOR: LEGEND BRANCH BANKING at TRUST REVISIONS ..±%-t ',wt GENERAL NOTES: -1.i - s ae>s.:-x rshsste. t Sheep*odes tamed ter Nett tee of Oh et ewel Lot 4.Berg 6ersenre per pet eleren 0%epi dewpeon ateew _. • i The areveter hoe no sago.seem*of Its pubic rrmW ter int .� dedteaart4,Weer/temetetrteeerreaeeastyret ether den*vett ' ::..+•: . Aitamax Surveying homer s . e The deep•d Oeart het eea trwt mws bt he Weary*uhe or 910 Belle-Avenue; SUR, 1 140 !e ereeee depend ex,arm eed doh cot wend to wry untamed v:'� • .xI s.s-,s: COuelberry, FL 32706 piles :° • v, ' Phone: 407-677-0200 vN Uoeneed Business Ho 7633 4 ThyeMd,dOeeerhott,toYaa(Whey ,° ww.anemewutvsytng.00m a nee wwy*Not hie weal he ogn ere nett the unwell r.t -' y (Alta-4y,.t<lrvef lry MW teal tithe*trek,bower*&hey r red►MVY+r,meow fix" ;.'�'r•.=wa:.,,.�,• ikrhr.ri+ hltt'atits peeped het**ems teeneeoswtet ee Ohre/b elMlee 15e. + •'. »,+ :t,•Lf`C'y:•��•••- �it�.rrs.o) ewe tbn+eYeveher aim tor nlvdiate an/�1alty ti n?ehta tzn,•_ JoAnne the - .ca I:hiS<Yi1kY east appearing on this&umor*wee erh rated bJ%twirl C JoAn a t1: on ew Ore of ee elarYens tegneue. ... Robert G.J01141e00 PSM 5551 • (02347383-3) \570010\1600-H 10294829 v2 • 12 N SKETCH OF DESCRIPTION EV'0 II 4(PAGE 2 OF 2) Ft A 1 ,. •1.4,.! . 0 13.N. L12r I : 1 P , 4 P P. li L S89•55'r''+.2•E.— "" .;;;;. 1-;:-.,.; , uh'ssis.S: , k vt tif,:,-,irop•,,, ly 4 4.• i 9.02' , ./. i I , _ 589'55'42"E 245.58' _, , tu I amtN— Z PROPOSED LOT '1 La gNit TEQUESTA AT WATERWAY Ii!, 4 45r.p. ta, Et. . i I ,s, 3I, Et*"?.,-1,, GOVERNMENT LOT 4 g 1 4t- 589'54'31/PW 225.73' _ _. _ ; ".. 141 ,'<t .''. , ''. '4 pito, .4u.. 013 19'.%r,r, '7:.2 .,,,W _ I _ft_ 6 i WATERWAY ROAD (60' WIDE RM N Attamax Surveying A GRAPHIC SCALE Ai. 1,. 910 Bo& Avenue. Suits 1140 a apim=iiammaiiii00 gont"a:14.4a :1773-207:080 W 116AlP.'II' E Licensed Business No. 7833 40 1 ICH • 50 FT. wirw.altomotisurveying.00m \., .../ (02347383-3) \570010\1600-#10294829 v2 13 EXHIBIT C BBT ACCESS EASEMENT AREA [see attached] (02347383-3} \570010\1600-H 10294829 v2 14 f SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: 0V,ILN 7 54,„ s I.A. j t.i; •! 1, ! NW.: .1 5 4 :"-4,15tV;t:. :"!;!' h"C'N ":' %VA.e k.4 '..;•Z • • :jr.; ;.! A t A ;`,) CF• t'..tf: v"!hf",',..:','" '• ';: "q‘.."'4'; 't '',"e5;iCi ":, -; ' ,,! A r.","":81, Ctf '48 • i ; : "..t"?. •;:' ft ' f., • • PREPARED FOR: LEGEND BRANCH BANKING de TRUST • 7.-3 "'HA• :414 REVISIONb GENERAL NOTES: „ • ,P.41, i . . .. . - .. . ,4s• *Wein based 04 Noah Ins of 004404rnee tot 4.Bari ........ . - 3 the whew hop not raids a smelt of Mg pubic records I ac fret Au., ' Oedealenek teetekeet,teerint•ons sik•warei dhow ton Owen Altamax Surveying heeler $ Tho•WM se peketpuit w low 00.04 ke lefts:vow*tit ei 910 9411c.Aveiro., Stilts 1140 too wawa mowed kr,Nom awl rhos ea extend to wry brimmed , Cottilelbtrty, Ft. 32705 most Phone: 407-577-0200 Utte116441 BUilit1600 Na, 7833 A Ten$1.3001 ci Nesaleeen is tee•Smear `u. www.oltantotturveytng.tom t ries Su**•lest Vert winder shseltne ire the Drone tio,e Why*-X,e-1 nerd ewe or 'Di%lamed Severe ird Moppet.tedem pterelod Wet ateltoen aietweue Ark the etotty le Week Mae t r t 4 rem lotorrestiureeiv Qom kw irtYractione mil titer velehean)the • Der syphon 40 14.1 dotiomm vim Whirred try Rebsie C John400 1.1,S).q ttl'itt an De Dete at re Madrona signokes. I Robert C.Johnson PS0.4 5651 {02347383-3} \570010\1600-4 10294829 v2 . 15 ii"" . ""qs, SKETCH OF DESCRIPTION 1:10 I 11:1 (PAGE 2 OF 2) Oit •, .1 , •lo .1 - n.714.„,e. ci /' —111‘11- -.' I - ‘ ,4•i 5'...., .;i• :-.1 , ., N i ,4. .' "i•,, . 7.1...b.......i.L:r 3 . . • I ..... . . ,"f.- I/ ,Al...:PII,("AU VI kT 0,-r4T".!,. },1:tli''''...' ANY,..1-W !,4 r' . ...• ,.-1 r• . 0 "y :CI Y , ,. tr. .. 1*„ *:,,,,,f...t,4;..asa6. ; a ;I ., , 1 T.; ;.";. i .4 •;.t r:1 ,. ',..if• • I , , i•••• , -:,!' • i •', a• '...ili a 1 10 . .. . . '+1;1,st::-..-,.9,9,11,,,N,It iv Li 1 "ii4:-.141,:i.qr,"") f .-.• " ' -- , . — ,1 -x WATERWAY 1100113 (110' ME R/W) .-t--,C. :2 :Ar•I.1 , • '4;:.1%!.44..' ''!' .7,40' i.!r.." N.7.1'.7 3!•`2.11',"E" E.°.el .',"::' l4".},V':',8'i.•::''..- .'., .DC1' L.!1 ',..:::)0"CY:.;''2•4"IT 65.CD' 1 3Sr.,(2,'54*38"W 32.00' 1.!4- -=,,,,'„)1:1-01 18'7i. !.-;.ory L!!, !4•:;fr,fil' C)"L 'i!.!TY ,_I f.l• ma R'55'42°A. ,...,,f,•.,00' i..' M e'Ii,-:)'..z''`.On W I,;;•3' L I ri t,V,':-T:),1'I fr F. ..":,ria' i e l'ir).3. ,..c..r 3.3"E 'i,5.'„),..5' LI•.: '5F:9'57'2g vi '..:i4' :•••.? '...::89';',II'7,,-'1'i• f.7,46 : I a- Ntiti'01'',"r W 2!:-:1C,' C:1.11.Y.0.. ..';',/.1.,!?? ,.....1-Ck0 s.if,s.., A'4,,....t.. kArs k,,S 1.,::'4,:;-'1 1A.•,ir,::1•:N r .-.IF,...V:INC..= -."P!',...74Na 53'54'1f)- 3.49. ;,.7r.3' "...i.12'51,..i._If;E ?..'.2 ...-,5•.32'!'.:1' 'f...,....1C• '.4,54' /.9C.;' N b 2'(jd.Y.:5-st: 13.9 t' .39::.:,:•''' '`..)OQ' U.01' 4.:5.4' tie‘o•.1'5.:5 W 8.7 ' N Altemax Surveying I'''A • GRAPHIC SCALE 4 . tionic;alummiiiso - 910 6.119 Avinue, Suits 1140 -a.p "r. casseumpery. FL 32708 W :a 1,,4 E Phone: 407-677-0200 Licensed Mainers No. 7833 4IN. I INCH NI e0 FT. wvotv.altarnassurveytag.atm 1444, .401 {02347383-3} \570010\1600-0 10294829 v2 16 EXHIBIT C-1 CONSTRUCTION EASEMENT AREA [see attached] (02347383-3} \570010\1600-#10294829 v2 17 r.. IL+;F =s...�• 4 ;j0 j'4.' .os�isnaw 7 'LL 1 4.1: Is.r, . . ...., • 4 -. �1 ky'lCS uu // t[ i 110 • i ---•• ' i ; w ; � «, I-- lilt's ,% 1 # X .1. ��Q, l r - illifa ^� i l ! ` 1 ! i Y 3� L. ' . 1 ..N111111.tii `9 it' 1 ,_:t . • . 1 q I �.. u 11 *'J1 j F., _� I_�._. / �y,I `Y « p N � $ �, : gg , 04a I L k i _ _... 1.... !putt! If MIKIVIO 9 Y A i • # - 0 (. W� i � . ► B Q"is i ... , :.. G 1 1 h s 1 1 i I —; I . pJ I .. yY\ `\!` ` 0, st ii t� -, .:1; ' a I t '7.? T.tr` N • I -�'r [ ,Xi� ..i . S Q 7 UI .� .ti , . qi�, �'�' Y,T 4w i (02347383-3) 157001011600-N 10294829 v2 18 EXHIBIT D LANDSCAPE EASEMENT AREA [see attached] {02347383-3} \570010\1600-8 10294829 v2 19 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION; LANDSCAPE AND MAINTENANCE EASEMENT #1 A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERUNE OF U.S. HIGHWAY NO. i, WITH THE NORTH UNE OF SAID GOVERNMENT LOT 4; THENCE RUN NO3'58'33"E, ALONG SAID EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, A DISTANCE OF 17.89 FEET; THENCE, LEAVING SAID EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, RUN S861)1'27"E, A DISTANCE OF 29.70 FEET TO TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAYING A RADIUS OF 10.00 FEET, THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51'39'02", A DISTANCE OF 9.01 FEET (CHORD BEARING AND CHORD DISTANCE OF S6011'56"E, 8.71 FEET) TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 15.00 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 55-32'19", A DISTANCE OF 14.54 FEET (CHORD BEARING AND CHORD DISTANCE OF S62'08'35"E, 13.98 FEET; THENCE RUN N89'57'29"E, A DISTANCE OF 1.34 FEET; THENCE RUN SO0'04'18"W, A DISTANCE OF 5.00 FEET TO THE NORTH UNE OF SAID GOVERNMENT LOT 4; THENCE RUN N89'55'48"W, A DISTANCE OF 52.12 FEET TO THE POINT OF BEGINNING. CONTAINS 711 SQUARE FEET OR 0.0163 ACRES, MORE OR LESS. Y PREPARED FOR: LEGEND BRANCH BANKING do TRUST ,. n S. RY)S(ONS ' GENERAL NOTES' • `"r c r _..._._.._... 1 Mr'hY ruuMrr DrrY!M MurN 4M of t),,",WTFIIrrr let 4.Hrr.O GO!'6tt47'8 pimple tt,nnt n tePl eswpnon none. • 1 Theaunnyo•het not node•oro�of Yr pubic neater for wry .;n:t 1-a.. .. dodn;ourm trnishox Mention*a uur.r•1r new non ihro n Altamax Surveying tensor 3 11v4 ilkekk Or Obkok+on hoo boon rtigr kV IN WAWA two of 910 8N1.-AvNnio, So to 1140 or rnrw ovoe.ri brs neon end"MOO ha«,d n wry ernrnrA Casoolborry, FL 32708 MN* ' r ^ Phone. 407-•877-0200 „ lkonoM Buoln000 No. 7833 a The rirtelofDrrmWone rot•Sonny www.oltorococouty yMg.00fnt !. n.r auvoy o liat Vitt%Munn tr rpnolu?o wr the onenie _w=, + a,aa•;1« *rod one of 1Ni no*konook3"Myw'rM1 Wolof,oderi tc cv`.i�::'�nose Ta•r.• Plovtdrd 4401 otodfano ttonakini vdRl tlr obi./b wmr(Sao - x.; -tr♦a, www fiEremaaNrykg con kr movwiono on remise widr0on)11e _ orr'rpenen0a on the blrWrent wet o/wen n!by Rawl C Johnson on k r beer of Mr element slonare. vn... t .. A!Yn?n Robert C.Johnson PSM 3551 (02347383-3) \570010\1600-N 10294829 v2 20 . _ . . _ _ ie"- '''''sk SKETCH OF DESCRIPTION E301:1 .1 I(PAGE 2 OF 2) Ow ,, •IA .1 ' MINI-- . I ?:. ''S. F , A i .3:. I 14 :4 Ina"I-3S . . ser5q*Atr • 1 j :'...5. :. \P.O.B 1 . 4-Eimr 4,...,, \ \i ih ;,..fAriNC.. OA',.31 ;r . i 01.•,..... :..:)1 G %. fr i 1 i i i' i I i „ 44 \ .._ 1+ 1: i _ _ I ORIC• •2. 0 AL; 1.Z...1 --...-. ._t -E- ly 1 VaaERWAY ROAD OW MOE R/90 -UNE BEARING -(Alma' . 1.11 140.3158'33"E i 7,89' ,i 12 ThmeoiTP1 29.70' L5 HIW57f2T E 1.1g!' L4 socrovirw 5. ' L5 N8915`459.11 $2,12. CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD 13EARINO CHORD LENGTH C1 ,10.1381' ,.,51'39'02' ,9.01' $00'11'55'E 8.71' 02 _13.00' 5.5'32'19r 14.34' sprorsrE 13.98' N Altamax Surveying 0 =N) 1 00 A. GRAPHIC SCALE .0• 41. 910 Bolls Avonus SW% 1140 a'Ak.P' -..... Cosoolbstty. Fl. 32708 w -.9 lir" E 1111111P1111111111111.11 Phone: 407-877-0200 Licensed %Noon No. 7833 4111104 i INCH • SO FT. wercoltomaxourvoyIng.00m ik..... . so' {02347383-3} \570010\1600-#10294829 v2 21 • r SKETCH OF DESCRIPTION (PAGE I. OF 8) LEGAL DESCRIPTION: LANDSCAPE AND MAINTENANCE EASEMENT #2 A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: • COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERUNE OF U.S. HIGHWAY NO. 1, WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN 589'55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 82.12 FEET FOR A POINT OF BEGINNING; THENCE, LEAVING SAID NORTH UNE OF GOVERNMENT LOT 4, RUN N00'04'18"E. A DISTANCE OF 5.00 FEET; THENCE RUN S89'55'42"E, A DISTANCE OF 183.45 FEET; THENCE RUN S00'04'10"E, A DISTANCE OF 5.00 FEET TO THE SAID NORTH LINE OF GOVERNMENT LOT 4; THENCE RUN N89'55'42"W, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 163.46 FEET TO THE POINT OF BEGINNING. CONTAINS 818 SQUARE FEET OR 0.0188 ACRES, MORE OR LESS. ,;, •s :. .;.,.f- PREPARED FOR: LEGEND BRANCH BANKING do TRUST kevIS14Ns GENERAL NOTES: rati :ra;ne:r.c WA.!;;nt, _....___..... 1 IlaMM 1r11C1Aa hest C•1 rrN0��11f,n 1M 0t QaYw1Y60M WW1�, 1� G'Y M1 ...... ._..... _ _ sers at per pat thaws of lord Oweart aan miens ¢!♦ 2 The sernprrvn not mode■wail of iho ptbia eacarde Par ow ..r4:1M, , *Alarm moudane O•'women aihar riot Vow* •;tu,' Aitamax Surveying ha"a" • y' e��,f - 7.Ta,s IlatMtlf d CoocrIpme nu oott m:10 Soo Ilia soths+.o too a 910 NNU Ave un, Sufis 1 140 Ow moans tospatad be,sawn and dais oat Wand to any aPnan+M Vw d•K'.a:MIn CosooiWfry, fL 32705 woo Phonx 407-877-0200 a the stwr;,a Oewipton ie ra a Sweat � n Uatrnod Business No. 7a1! a` e,f wrW.nllOtnOUIlutvoy4rg.owrl a Ilse Stress s Nag Mad mama(the Lanalun alai the aorta r zc M.'of:..•:.r, feat tr»/ wand owl ar:.►btit 4aaaai0 ffal,syst and Nipper.warms '`;r �a,`.i•_evrV:rrr_,., pntled ssfh eletltona stynatwowet fho aWNry N eatld,aa Owe *31 i? •+4••—`lose.,rp7 4l1 awes rfal.m+ogtfi anal for eMunyoas sfpratoe nitfeonl'ND fA •.�. oar swami an this dow+w.t was atahonnd t7 nebat a Jethnnan i19::1 T 14 i11r11 on wo Outs a Yw'Sesame pan.aes. .,.. .i L 01, Robon C.Johnson PSM 5551 . J {02347383-31 \570010\1600-#10294829 v2 22 . ,e^ '''‘ SKETCH OF DESCRIPTION 0f.0.EI (PAGE 2 OP 2) . 0 .• 1 a . .A*a ' • "L-i.-. u Ei latk I ? '‘I 4,. II: b „ i ,:muy,,-..LPF IND VANTF toNcr i' 74 SEW55.4rE 16.1.4f 11 i. Vt\prog'55'42"E '92.12* \\,,p.o.B.1, NUF5T4TW 163.46' X. N-rmcf,..?•• t 4ei, , .:4I FI.tNrt.-.:6d1•WiFi!:N itrt •Ci . , ,... ill , ii I !' I 1g \ ,.. I •. . I 4 ,. I. \ 1+ !!t'l !tt e.'41.1 •SIL' 1:•;M:::t 1!1'.1 N. a -.- WATERWAY ROAD (604 WIDE R/W) UNE BEARING DISTANCE LI N00•04.1trE SW L2 201704'10°E 5,00' N Attamax Surveying Aue GRAPHIC SCALE 40 S. ci mail=21......40 910 Rolfe Avenue, Suit* 1140 "-&,P Cosselbony. FL. 32708 W - E .g. 4,11.... Phone: 407-S77-0200 Licensed Staines' Ma. TOM 41/00 t INCH IN 50 FT. www.oltarnoasurveylng.00rn 414... ..di {02347383-3) \570010\1600-#10294829 v2 23 EXHIBIT E DDR ACCESS EASEMENT AREA [see attached] (02347383-3} 1570010\1600-#10294829 v2 24 r 1 SKETCH OF DESCRIPTION (PAGE I OP 2) LEGAL DESORPTION: ACCESS EASEMENT (LOT 1) A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION.30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERUNE OF U.S. HIGHWAY NO. 1, WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 196.18 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S89`55`42"E ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 26.00 FEET; THENCE RUN S00'00'29"E, A DISTANCE OF 121.96 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER OFFICIAL. RECORDS 8001( 1913, PAGE 1772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY UNE, A DISTANCE OF 26.00 FEET; THENCE RUN N00 00'29"W, LEAVING SAID NORTH RIGHT OF WAY LINE WATERWAY ROAD, A DISTANCE OF 122.03 FEET TO THE POINT OF BEGINNING. CONTAINS 3172 SQUARE FEET OR 0.0728 ACRES, MORE OR LESS. PREPARED FOR: • LEGEND BRANCH BANKING do TRUST , .h'- Rw.T IIYNS • .. ` L GENERAL NOTES: . ..._.._ 1 ONION/*WW1 bawl en Neill lM Of tiawennws•Uf 4,estq r.•:.:s :..srr't." 6ei'6642`E parpeL aimrn n apst de.agwt sbaa •!;. ;.:;sa. - ..•• 2 The anonym has n of made a mach e1 bM pubis;max%tar um .'T4' . [A:•n,s, Ilerlwxant,irnuttouk nWr mir ar ererrrret IAN ivsn'Sown "'• Altamax Surveying hereon 2 nes Bests:a IJe'miston hse been nods tor M swish.w at x,, 910 8dM Avenue,- $nt{tt► 1140 M etwa Irepsted tor,moron aM eons not eedertd ti any enttemed Cosistosrty, Fl. 32706 tsrbet ,o Y_,< Phone: 4077-877--0200 Lieensod Wilms. No. 7833 4 TMe%awl,M Msenoty. miouivey ev aA:t.1Wx.,,•:1; e/V W.oilots1011}UrViy111Q.OprM d TAtt&rosy a 14o1 Vete wi+wtt er apnoea*sent the Wens/ 11111VyNIrrii by maid Wel d the fbride 114en•ed lawyorWet WOW 414.1 t , Ih7tf:•i f 1 1....i n; onms•d alit slecenno Limb,"Wit�'Keyb Mee selktens{ i r elb*a oveytn•cent tar a ksreten• signetu>e vrMesonj the .In1�.AA/Art') Iwo sp2esHp on tins doou+uM wee etthOnted by Rabin C Johr sn I4n009 0-1O..: racrn:q> on Ihs Deb d the etaoto+c aYnaew- _ I' r n. Robed C.Johnson PSM S551 • %S. J {02347383-3) \57001011600-#10294829 v2 25 - - - - r SKETCH OF DESCRIPTION 0 '1:1 (FACE 2 OF 2) ?9 PI " . , , i':. I .! ..... :la •: , 2 60 • . ,q, -•,-.: ,-:' ' .,-; 75 r 0 13\ _ 569.55.42-E 1815.le. ' 1 P.0.C. / , , ,-- .s: ,vv.,o ,,,,,o, 1 / frch,e4,... EA),',.'. co!) . . .,. .. • -:'.,.?. 1 .=te ":',..7..1:4,,,V't.' 01 . 1 ,,,... b 8 a A . t...,:: , . t -.:/1.1-:2,"A AI 4.9-qv:, , 'c.) •*.iry..:;!.-,1-1 PI Al" q. bi (4 • r4 6 1 I I 8 o 8 . k 1 .••,. , ot :....- \ --: ..,... . t;.-.• Lz I , .. ....". `.- + -..•.,`: ;.. , I ÷ ..... - ., WATERWAY ROAD (60' WIDE R/W) UNE CHART LI SSW 55'42'E 26.00' t2 SW 54'36'fi 26.00' N Attamax Surveying A 4A0:,,,p GRAPHIC SCALE 910 Belie Avenue, Suite 1140 0 so leo Casselbetry,. Ft 52708 411P-;W /- `P '''-- E InNiiiii Phone: 407—ST/-0200 licensed (Minns No. 7813 41110' 1 INCH 50 FL now.altomassurveyIng.coin .../ (02347383-3} \570010\1600-#10294829 v2 26 BB&T Branch Banking and Trust Company PREPARED BY AND Support Services Group AFTER RECORDATION RETURN TO: 2400 Reynolda Road(271 os) VI Floor P.OGRAY ROBINSON PA Win Box 12 Winston-Salee m,NC 27102-1220 401 E.Jackson Street,Suite 2700, Tampa,Florida 33602 Attn:JEANETTE M.FLORES,ESQ. 20 Waterway Road and 101 N.U.S.Highway 1 Tequesta,FL Property Code: 102445 DECLARATION OF EASEMENTS,COVENANTS AND RESTRICTIONS This Declaration of Easements, Covenants and Restrictions (the "Declaration') is made this day of , 2017 (the "Effective Date"), by BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, having an address of 2400 Reynolda Road, Winston-Salem NC 27106-3110,Attention: Support Services (the"Declarant"). WITNESSETH: WHEREAS, Declarant is the owner in fee simple of that certain tract or parcel of land lying and being in the County of Palm Beach, Florida, being referred to herein as Lot 1, and being more particularly described as Lot 1 on Exhibit "A" attached hereto and incorporated herein by reference; and WHEREAS, Declarant is also the owner in fee simple of that certain tract or parcel of land lying and being in the County of Palm Beach, Florida being referred to herein as the "Lot 2", and being more particularly described as Lot 2 on Exhibit "B" attached hereto and incorporated herein by reference, and which is adjacent to Lot 1; and WHEREAS, Declarant desires to establish certain rights and easements benefitting Lot 1 and Lot 2 and to impose certain covenants and restrictions burdening Lot 1 and Lot 2, as hereinafter provided in this Declaration; and NOW, THEREFORE, Declarant does hereby create, declare, and establish the following easements, covenants and restrictions as expressly set forth below: 1. Benefitted Parties/Binding Effect. Except as otherwise provided herein, the rights, easements, covenants and restrictions established by this Declaration shall run with the land for the benefit of Lot 1 and Lot 2 and shall be binding upon Lot 1 and Lot 2 unless modified or N 10281555 v1 extinguished by the Owners of Lot 1 and Lot 2. As used herein, the term"Owner" shall refer to the then fee simple owner of Lot 1 or Lot 2, as the case may be. 2. Rights and Easements Benefitting Lot 1. Declarant hereby grants, for the benefit of Lot 1 and as a burden on Lot 2, the following rights and easements over Lot 2: (a) stormwater drainage easement over and under the location of all drainage areas located on Lot 2, including the areas depicted on Exhibit "C" attached hereto, for the discharge of stormwater runoff from Lot 1; and (b) a vehicular and pedestrian ingress and ingress easement over all drive aisles and curb cuts located on Lot 2, including the areas depicted on Exhibit"C". 3. Rights and Easements Benefitting Lot 2. Declarant hereby grants, for the benefit of Lot 2 and as a burden on Lot 1, a vehicular and pediestrian ingress and egress easement over the drive aisle and curb cuts located on the Lot 1 and shown on Exhibit"D" attached hereto. In no event shall the Owner of Lot 2 be entitled to use any drive aisles or curb cuts on Lot 1 other than the drive aisle and curb cuts expressly depicted on Exhibit "D" attached hereto and made part hereof. 4. Maintenance. Each Owner shall maintain, in good working condition and in compliance with all applicable laws, ordinances and regulations, all drive aisles and curb cuts located on its lot and the Owner of Lot 2 shall maintain, in good working condition and in compliance with all applicable laws, ordinances and regulations, all drainage easement areas on Lot 2. In no event shall an Owner install any fencing or barriers that would prevent access between Lot 1 and Lot 2. Each Owner shall pay all ad valorem taxes and assessments assessed against its lot prior to delinquency. In the event that an Owner shall be in default hereunder for failure to pay the taxes and assessments due for its lot prior to the delinquency date for such taxes and assessments, then the other Owner may, but shall not be required to, pay such taxes and assessments, in which event the defaulting Owner shall reimburse the non-defaulting Owner who paid such taxes and assessments for the amounts so paid, together with interest at the maximum rate permitted by law from the date paid by the non-defaulting Owner until the date such amounts have been reimbursed by the defaulting Owner. 5. Restrictive Covenant Affecting Lot 2. Without the prior written consent of the Owner of Lot 1, which may be withheld in the sole and absolute discretion of the Owner of Lot 1, no portion of Lot 2 shall be leased, used or occupied as a Banking Institution (as defined below) and no exterior signage or other forms of advertising shall be permitted on Lot 2 advertising a Banking Institution. As used herein, a Banking Institution shall include any of the following: state and national banks, savings banks, credit unions, savings and loan institutions or any other similar business which accepts deposits of money; check cashing business; automated teller machines ("ATMs"); and mortgage lending services. 6. Reservations. The easements created by this instrument are subject to a general reservation and right in the Owner of each lot to use any portion of its lot so long as such use does not unreasonably interfere with the use of the easement areas for their intended purposes. 7. Liability Insurance; Release; Indemnification. #10281555 vl 2 (a) Each Owner shall at all times during the term hereof maintain a policy of commercial general liability insurance with companies authorized to transact business in the State of Florida, having a minimum A.M. Best rating (or equivalent) of A-(viii), in the minimum amount of $1,000,000.00 per claim/annual aggregate naming the other parry as an additional insured with respect to claims arising out of the exercise by such party or its agents of any rights hereunder. Each Owner, upon request of the Owner of the other lot subject to this Declaration, shall provide such Owner with a certificate evidencing that it is maintaining such coverage. An Owner of a lot subject to this Declaration shall have a right to self-insure the foregoing insurance requirements so long as the Owner maintains a net worth of no less than$100,000,000.00. (b) To the extent permissible by law, each Owner shall indemnify and agree to defend and save the other Owner harmless from and against any and all claims, demands, actions, suits, losses, damages, costs and expenses whenever arising on or after the date hereof arising out of or due to (a) any negligence or willful act of such Owner or any of its agents, employees, representatives, tenants, occupants or contractors with respect to the easement area, (b) the use or occupancy of an easement area by any of the foregoing; or (c) any breach of this Declaration by an Owner. 8. Default. In the event of any default by a party in the performance or observance of any term, condition or covenant hereunder, which default is not cured within thirty (30) days after the giving of written notice from the non-defaulting party to the defaulting party (unless such default is in the nature that it cannot be cured within such thirty (30) day period, in which case the period to cure such default shall be extended so long as the defaulting party shall have commenced the curing of such default within such thirty (30) day period and shall thereafter diligently and continuously prosecute the curing of same and shall completely cure such default as promptly as possible), then the non-defaulting party shall have the right, exercisable by delivering written notice to the defaulting party, (a) to cure such default, and the right to be promptly reimbursed for any costs incurred to cure such default, or (b) to exercise any other rights or remedies available at law or in equity. The rights and remedies of the Owner under this Declaration shall not be mutually exclusive; that is, the exercise of one or more of the provisions hereof shall not preclude the exercise of any other provisions hereof. The Owners hereby confirm that damages at law may be an inadequate remedy for a breach or threatened breach of this Declaration and agrees that, in the event of a breach or threatened breach of any provision hereof, the respective rights and obligations hereunder shall be enforceable by specific performance, injunction or other equitable remedy and without the requirement for having to post a bond. Any Owner, tenant, or occupant who violates or attempts to violate any provision of this Declaration shall reimburse the non-defaulting Owner for all damages suffered and costs and expenses, including, but not limited to, reasonable attomeys' fees and litigation expenses, incurred by it or them as a result of such violation or attempted violation. Failure by an Owner or tenant to enforce any easement, covenant, or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. Any non-defaulting Owner, who may have paid the sums owed by a defaulting Owner hereunder, may send the defaulting Owner a notice of its intention to file a lien against the defaulting Owner's lot and if the defaulting Owner fails to pay such sums as may be due hereunder within fifteen (15) business days after the notice of such intention to file a lien, then the defaulting Owner shall be deemed to have consented to the imposition of the lien in favor of the non-defaulting Owner for the defaulting Owner's unpaid or other unpaid sums due hereunder. The non-defaulting Owner then shall be immediately entitled #10281555 vt 3 to record in the public records of the County a notice of lien. The lien shall be subject to foreclosure in accordance with the provisions of Florida law. Any unpaid amount due under this Section 8 by a defaulting Owner, shall bear interest at the maximum rate of interest permitted by applicable law until paid. 9. Miscellaneous. (a) This instrument may not be modified or amended except by a written instrument executed by the owners of Lot 1 and Lot 2. (b) All of the easement areas created by this Declaration are private property and that nothing herein, express or implied, shall confer upon the general public any rights or remedies under or by reason of this instrument,except as expressly provided for herein. (c) All easements granted herein shall be non-exclusive. (d) This Declaration shall be governed in accordance with the laws of the State of Florida. The paragraph headings in this Declaration are for convenience only, shall in no way define or limit the scope or content of this Declaration, and shall not be considered in any construction or interpretation of this Declaration or any part hereof. (e) This Declaration shall be binding upon and enforceable against the Declarant and all Owners, tenants, and occupants of either one of the lots (or any portion of the lots) which are described and referred to herein as Lot 1 and Lot 2. At such time as title to a lot is transferred, the transferor of such lot shall be relieved of all liability and obligations arising from and after the date of such transfer, and the transferee, by accepting title to such lot, shall be deemed to have expressly assumed all of the obligations and rights of the transferor under this Declaration with respect to such lot. (f) Any provision of this Declaration that is legally unenforceable shall be ineffective to the extent of such unenforceability without invalidating the remaining provisions hereof. (g) Time is of the essence in connection with this Declaration and each provision hereof. [Signatures Begin on Following Page] #10281555 vl 4 i [SIGNATURE PAGE TO DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONSI IN WITNESS WHEREOF, Declarant has set its hand and seal as of the day, month and year first above written. I i DECLARANT: i WITNESSES: BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation Y Print Name: otResti _ . t Name: - X/244-610149 r1 ir,„� _� Title: V f '�2AntsA�-Iionl �91�ON f.160641' .�� P rName: L A,,.e r STATE OF FK R P ) COUNTY OF (AA- (ti jSS: Personally appeared before me, the undersigned, a Notary Public, in and for said County and State, C,(7__Li,v , TX , known to me to be the V P of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the + which executed the foregoing instrument, who acknowledged that he/she did sign and seal the foregoing instrument for and on behalf of said limited liability company being thereunto duly authorized and that the same is his/her free act and deed and the free at and deed of said corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and official seal at A) Z this 2^4 day of M 414 ,2017. /kia}"Leda 4. _gam o�,�Y o. AGNe$CFlELLIAN Notary Pu c �-' Notary Public Print Name: Aal G�L[,(,1,•/ '." STATE OF TEXAS My Commission Expires: cl Py� my Comm.Exp.00-21-10 p 1 e #10281555 vl 5 EXHIBIT"A" LOT 1 / 1 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: PROPOSED LOT 1, 7EQUESTA AT WATERWAY A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, WITH THE NORTH UNE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET; THENCE S00"04'10"E, A DISTANCE OF 121.89 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER SAID OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY UNE. A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER OF RIGHT OF WAY DESCRIBED IN OFFICIAL RECORDS BOOK 5994, PAGE 289, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE RUN N43'01'45"W ALONG THE NORTHEASTERLY UNE OF SAID RIGHT OF WAY IN BOOK 5994, PAGE 289, A DISTANCE OF 51.20 FEET TO THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, BEING 51.00 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1; THENCE NO3'58'33"E ALONG SAID EAST RIGHT OF WAY UNE, A DISTANCE OF 85.34 FEET TO'THE AFORESAID NORTH LINE OF GOVERNMENT LOT 4; THENCE S89♦55'42"E ALONG SAID NORTH UNE, A DISTANCE OF 9.02 FEET TO THE POINT OF BEGINNING. CONTAINS 30,952 SQUARE FEET OR 0.7106 ACRES, MORE OR LESS. JOB901709 PREPARED FOR: LEGEND CF{PBC30-40-43-SODS DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE: 1' = 50' f _CENTFRUNE DRAWN BYI RCJ CIA -WNcREIE MONUMENT ♦ CONC-CONCRETE COVD-COVERED ' REVISIONS GENERAL NOTES: e -CCNCRETE PAD Oft,-DESCRIBED t MEASURED 1.Bearing shudure based on:North Ore of Government Lot 4;Being DES_DRA"ADE EAREYENT S'9r5ti'4TE per plat shown le legal description above. ow -DRIVEWAY E/P -EWE OF PAVEMENT ♦ ♦ 2.Ibis'unmoor hes not made a search d the public records far any ESYT-EASEMENT dedications,limibtlon&resatdbrhs or easements other than shoe FN FIRE HYDRANT 5: !• hBrearl. FND FOUND Altar? � pYin9 IR ICI PIPE t A. }' L ARC LENOTN ,,,,��pp ROO �}�+♦ Y 3.The Sketch of Dsacrgtiorr has been made brae exclusive les Of MFAS MF♦C:sp 910 Belt +�19 140 the willies pTepued for,horn end doom*extend b sry woRned us METAL sNm r^ti'et''b a4 pry, NAo NaL t DISK !(!i!~Y87- ice � OFFICIAL Ras BOOK U ;t',,&� +Ellis We 2833 4.This Sketch of Desalptlan Is not a Survey. PPam PLAT t MEASURED BOOK WINS. 7�+t�1tMhA"' l °111 5.The Sum is"Not Veld'without tie signahre end the°Vital PPooe PP OE OF eEDINaxc ---'•' gMitisigned by raised seal of the Plaids tonged Surveyor and Mapper,unless Fsoc FONTT OF COMMENCEYuEnT RADiu��:•Dh1£a&11CJohn Me sDn I>�dadv*iel.D1mDiC'gleDw111 de ablBybNebd�.Mae: R/w RENT OF WAY � �(" � bate:2017.03.02 antaltemootsvepnp'camexhibuctionsonsignalisevaldation).the TR TELEPHONE RISER 13:41:15-0Slx1' eel apps'e e ne on this downed w a/haleed by Robed C.bMecn uE n„mum. on the Date of the elecbonle signature. UP Ups POLE Robert C.Johnson PSM 5551 r - NUMBER #10281555 vl 6 4. 1 SKETCH OF2 DESCRIPTION p v i o (PAGE ., . 1 El i i I 1 6/Hi ' I P.O.B. EPEtie.N Y 1 11NEU OOVf LOT 4 ((BEARINGIS)/N. UNE, GOVERNMENT LOT 4 �� 889'55'42'E 245.58' --f —— ire L 51.0. agod ' �p PROPOSED LOT 1 to TEOUESTA AT WATERWAY b . il s �; GOVERNMENT LOT 4 g d 889'54'38'W 225.73' --- s+ c NN-N. R/W LINE, ORB 1913, PG 1772 bt I;i - -E- WATERWAY ROAD (SO' WIDE R/W) N Altamax Surveying A v� GRAPHIC SCALE 40 910 Belk Avenue, Suite 1140 `O� 0 �� Casseltlera FL 32708 W ..c; E Phoax 40 —877-0200 ssiis Licensed Business No. 7833 4111 1 R OI IN 30 FL sweaitamaxsuweying.com `` J #10281555 vt 7 EXHIBIT"B" LOT 2 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: PROPOSED LOT 2. TEQUESTA AT WATERWAY A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST. PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1. WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4. A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S89'55'42"E ALONG SAID NORTH UNE, A DISTANCE OF 155.36 FEET; THENCE S03'58'33"W. A DISTANCE OF 121.76 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER SAID OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 146.77 FEET; THENCE N00'04'10"W, A DISTANCE OF 121.89 FEET TO THE POINT OF BEGINNING. CONTAINS 18,381 SQUARE FEET OR 0.4220 ACRES, MORE OR LESS. • JOB /901709 • PREPARED FOR: LEGEND CF#PBC30-40-43-50D5 DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE. 1' = 50' ¢ _CENIERLNE DRAWN BY. RCJ °4 CONZIETE MONUMENT • CONC CONCRETE COTO COVERED REVISIONS CP FETE PAO GENERAL NOTES: o ,�„`NTRO/s,,,G O&M-DESCRIBED k MEASURED 1.Bearing doctors based on:Nodh Yre o1 Government Lot 4;Being D D° GE rEMENT 829•6842%par plat denim in legal dsaipbon above. C/N -DRIVEWAY E/P -EDGE OF PAVENENT • • 2.This*mayor has not toads a°eadl tithe public moods for any ESAUT-EASOAon dadcsdlons,MnNbdons,Ieetrtnons or easnmrd other than shorn PH FIRE HYDRANT }},,,___ _ Mom,. FIND FOUND b`IjR�/ IP IRON PPE Altarrte , ,,,;eying R g•�`.- ., N 3.Title Sloth d Usserlptlon hs been roads for the eaclusWs use d LEAGTH 010 Bp ti> vv��eeAA ;1140 the adieu prepared for,hewn end dos not extend b s y aaanad 4oD ED - "dial. ow HAIL k O5K ON -OVERHEAD aRE ORB��mnikkar p4u0lf;4;." �q 4.This Shiloh d 0escdp6on is not a&mq. PP&M PPIAT MEAS ROD eoac uwflaWt�.....gy`�R,•Ff 78` PB PUT BOOK tytrW:ViartWril ry��ti j�otn 5.This Sunny is Not mar without Ma signature and the orlptlel PPGOe PONTP or eEcixNec ' ,a... . ,,;y®rgltAllgstgned by nand ssai dttw Florida Abase Wrywr and rpm"a PR°C sP�5� pL Wart CJohnson provWadwllhalyap,::camsYaewilhUratNilwen:lr vendor°: R/r RKart°r WAr Datg;2017.03.02 °Nw'° 'ODmforiatrrdiww°nsgn°M°viidrfvl}The ra 7ELEPHDNE RISQi - seal appearing on this downer*was authorized by Robed C Johnson tr � ,- 13:4i:38-0500' an this pots of M electronic sipae4s. UP unu r Par Robert C.Johnson PSM 5551 f NUMBER J #10281555 vl 8 SKETCH OF DESCRIPTION ❑ : 'Ei (PAGE 2 OF 2) .r..:. 3 :}i+ El:4� I 1 f I I i 1 1 Ii„ li__________;\ GOVERNMENT LOT 3 II 1W 60.0' i/ r[ S89.5542'E ( P.O.B. (BEARING BASS) — t 245.58' ��- /N. LINE, GOVERNMENT LOT 4 ——— I NP7�OS.C. 589'55'42'E 155.36' 1 E it 17GHWAY 1 h N UNE,COIF LOT 4 e0 5t.o' I 73 ^. 74 re— I 3 PROPOSED LOT 2 TEQUESTA AT WATERWAY 3 I GOVERNMENT LOT 4 I? l: \ ¢ 589'54'38'W 146.77' ——— 4 \N. R/W LINE, WATERWAY ROAD ORB 1913, PAGE 1772 1 i _ —WATERWAY ROAD (80' WIDE R/W) N f Altamax Surveying A rfr GRAPHIC SCALE 910 Belie Avenue. Suite 1140 -.. j 0 00 100 CaesslbertY, FL 32708 W — E Phone: 407-877-0200 ........ Licensed Business No. 7833 411. i MI • e0 FT. wwwaltamoxsurveying.00m J #10281555 vl 9 EXHIBIT"C" r • 1 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: 26' .ACCESS & DRAINAGE EASEMENT ACROSS PROPOSED LOT 2 - A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 433 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: • :COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, .BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO, 1, WITH THE NORTH LINE OF SAID. GOVERNMENT LOT 4; THENCE RUN 589'55'42'E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 400.94 FEET; THENCE RUN SOX58.33"W, A DISTANCE. .. .Of 75.85 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S03'58'33"W, A DISTANCE - OF 26.06 FEET; THENCE RUN N89'59'20"W, A DISTANCE OF 148.17 FEET; THENCE RUN NO070410"W, A DISTANCE OF 26.00. FEET; THENCE RUN S89'59'207E, A DISTANCE OF 150.01 FEET TO THE POINT OF BEGINNING. CONTAINS 3,876 SQUARE FEET OR 0.0890 ACRES, MORE OR LESS. • • •JO$ #9of70t1 • PREPARED FOR: LEGEND CP41.1513.0.30--40-43-SODS DATE:-03 0t 2617 srA�E i = s0� BRANCH BANKING & TRUST .DRAGN BY: OA w =CmrktRElE MokuttDr • wttc-mkaetE: tzvo—coVPJnm .REVISIONS -GENERAL NOTES: ' . pNra.E u oar- a- D - f.Behdep ekueaas:based On:North Ana of Govenenentlot 4i-Being _ 31:,,natt . 889.65•42'E per plat shown In legal desaPpkon above. • - De =pavglMY . 2.Thle surveyor het not tends search of p pvbge recoils fo ro Ebl —EIi6E'aF t•R/EtnBtr' any rsur—wD4Nr . . -.• .dedlcaBans.Aerhatlons,reaVktlons oreasemen s other than shown AC . RtE(VOW( Altama�S*PYing. hemen' go = 3.-T1ae Sketch of Description has been made for the exclude*use of i- '�tFttcpt 910 Bef.170;t nue� $hitie::1140 dap era des properceTor.heron-and does not extend la any unnamed 04—tahid&a Cae9QiBetrvs 94ISMS perthie. MOwait mac- ow —OVEelffM wRE PllonP +107-.677-0240 oars ohPlhei raconbs maa Llceneedf BupiAeigs No% 7833 4.Thls Skean of DsaoriplWn Is not a Survey. Past Pur k IlefSUIaT Pa ww•00.1 X#9rM1.69*nm MN P E Kok rt _ s.. stavey Is"Not Valid'rNhoutMs dpnelwe;and the original PC MSS oP MINIM • ' Digitally signed by Mead seal ofthht Florida homed.Surveyor trod Mapper.Woos � �rC9BA Q ltobeitE-Johnson MONA Prb'"��eraS niCSipaskrswlmtheohlitiytovagdale.(§are:: aje -pP�prypy /'i�••--_ate:207 7.b3.02 swww.eloemexsurveyyinp.00m for Inshudioiis on aipmtira vaidetion}The rn rlEIMICpR�E N .. 'seal.appoarkcg on thle doaanxreva a authorized by Robert C Johnsen _gym,PdIS 13:4938:-0SQ9 on the Date of the electronic elgnature, w —trRiY ` Robert G.Johnson PSM 5561 + — anaeEa #10281555 vl 10 I SKETCH OF DESCRIPTION p: '® (PAGE 2 OF 2) .1. , , . ...1 '. ® 0 iikY . I + GOVERNMENT LOT 3 jfL_____:z80.o. � W (aEARiNG aAsts) ��. K N UNE,GWERNMENT LOT 4 4 _-F -- j P.O.�G N S89'55'42"E 400.94' !- U gun1 T g(:o• + Ls wi 0 + LOT 2 I., n ' ( TE'PROPOSED ESTA AT PROPOS WATERWAY 1 co is I P.O.B. ") + GOVERNMENT LOT 4 S89'59 20"E 150.01' N gR /j_ J i-26' ACCESS & DRAINAGE EASEMENT) r z \ 1..? // \\ i N89'59'20"W 148.17' + Ns ga 144 L.__R/W UNE, MATERMfAY ROADRB ig PAGE 1A WATERWAY ROAD (SO' WIDE RAY) LINE: BEARING DISTANCE L1 S03'58'33"W 28.08 12 NO0'04'10'W 28-00' N Altamax.Surveying GRAPHIC SCALE 210 Belle Avenue, Suite 1140 W ®®r Qiv tooCaaeelber�y, FL 32708 . ®® Q E somma■�mimesirm— Phone: 407-677-0200 Licensed Business No. 7833 441. 1 lini 0 50 F weiv.aftamaxsurveying:oom. #10281555 vl 11 EXHIBIT"D" P 1 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: ACCESS EASEMENT (LOT 1) A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN S8955'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 196.18 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S89'55'42"E ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 26.00 FEET; THENCE RUN S00'00'29"E, A DISTANCE OF 121.96 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 26.00 FEET; THENCE RUN NO0'00'29"W, LEAVING SAID NORTH RIGHT OF WAY LINE WATERWAY ROAD, A DISTANCE OF 122.03 FEET TO THE POINT OF BEGINNING. CONTAINS 3172 SQUARE FEET OR 0.0728 ACRES, MORE OR LESS. JOB $901753 ♦ PREPARED FOR: LEGEND CF#PBC30-40-43-SODS-REVISED DATE: 04-21-2017 BRANCH BANKING k TRUST SCALE, 1' = 50' f -CENTERLINE DRAWN BY, PJT CU CONCRETE MONUMENT CONC CONCRETE • ♦ COYD 4 RED REVISIONS • cP (O Ecra7E PAD GENERAL NOTES: L'r CONCRETE aAUCWAY e CENmAL ANGLE D!Y-DESCRIBED as MEASURED 1.BYYdIp structure based on,North rile of Government Lot 4:Being OE DRAINAGE EASEMENT 5!4'6942E per Ord shown in lead OW-descriptnn above. DESCRwiON ee DRIVEWAY P EDGE 2.This surveyor has not made a search of the public records For wry ESY EN PAVEMENT T EASENENT ♦ dedications,amlleeee,redlkiione Or easements other then sham FH FIRE HYDRANT ileseL �.Yy�yS• r r FN"D FOUND RONN PIPE IR RON ROD Al " g�aciitgl ng 3.Theis Sketch of Description hem been made for the exclusive tad L AILC LENCTH 910 09:1146 t1•F 1140 tire parties prepared br.Famn and does not extend b e y unnamed Id- MEaL stEo NtD NAIL t disc �,��.,.g1 our -OVERHEAD DISK ��:+ on � 4.This Sketch of Description le not s Survey. PP&&P PLA'AT s RECORDS i EK/Or BOOK WWM .^Ittr. 654 PPG PALE .,,��,a-.••,. 5.This 8lsysy ls'Nat without the slpmtliml end lM OdpNal Poe POINT of BEGINNING '-=rpDigitator signed by rained seal dais Ronde tensed Surveyor end Klepper,uYsse PDC POINT DF COMMENCEMENT p' US 'noon tCJohnson provided with electronic signature wuA the ability to vagina(Base: R/e RIGHT OF WAY D3te 2D17.D4.21 ON*�. nS.�n for instructions signature on sip %didetb The TR uru TELEPHONE RISER - 14:49 19 7.04.2 ee appearing on this document was authorized by Robert C Johnson it AL EAs9.0, ... on the Dam of the aleohonic eignelus. UP WIRY POLE Robert C.Johnson PSM 5551 ° - NUMBER ` ♦•10/ #10281555 vl I2 SKETCH OF DESCRIPTION p: ' (PAGE 2 OF 2) }+ •1iJ .. f • ,.a, 1 0 1 L�� _~ o Z ❑ 4 Q ', O I a � � N � 1 Li'. e s0.� �7 Q— '� I P.O.B. o/- ____ S89'554rE 196 18' W I 3z ! P.O.C. u ��55 - _T_ \ I E A ,U HIGHWAY 1 (BEARING BASIS IX d s rii uNE.covr gar a ) 0 $1.0' I N. LINE, GOVERNMENT LOT 4 ' ul o O I in O 4 Oa cc O I LOT 1 N I N TEQUESTA AT WATERWAY F , I "PROPOSED PLAT' ; w �h I N en 41 N 0 0 GOVERNMENT LOT 4 g • Zo \ Sr77�» I °f \ oiZ \_ L2 �461u Fs' \-N. R/W LINE, WATERWAY ROAD � ORB 1913, PAGE 1772 o o WATERWAY ROAD (60' WIDE R/W) w In UNE CHART L1 389'55'42'E 26.00' L2 589'54'38'w 26.00' N Altamax Surveying 40 4�, GRAPHIC SCALE 910 Belie Avenue, Suite 1140 j Cassslberty. FL 32708 W � . m E 1� Phone: 407-677-0200 ......... licensed Business No. 7833 v ' NCH ow OD www.aRamaxsurveyine}com n 10281555 vl 13 pTC Transportation Consultants • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • +• • 2005 Vista Parkway,Suite 111 West Palm Beach, FL 33411-6700 (561)296-9698 Fax(561)684-6336 Certificate of Authorization Number: 7989 January 26, 2017 Revised February 23, 2017 Mr. Lee Thompson Vice President H & T Consultants 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Re: Tequesta Bank Site-Lot 1 - #PTC16-096 Dear Mr. Thompson: The purpose of this letter is to provide a traffic equivalency analysis for the above referenced project. The site is located in the northeast quadrant of the intersection of Tequesta Drive and US 1 in the Village of Tequesta. Existing on site is a 4,410 SF of drive in bank and 4,362 SF of office. This building is proposed to be demolished along with the drive-thru lanes. A new 2,290 SF drive-in bank is proposed to be constructed. The buildout of this project is projected to be 2020. The Property Control Number is 60-43-40-30-00-004-0031. Attachments 1A thru 1C provide the Daily, AM and PM peak hour trip generation comparisons for the existing and proposed development. The proposed development is not projected to generate any additional daily or peak hour trips above the existing development. Therefore, the requirements of the Traffic Performance Standards have been met. Driveway volumes are shown on Attachment 2. too NNDRE4 .4cSiKerei -•., //715 A ° �:�•• . Tto.,ma P.E. 2 Z3 _1. 4,,4�3 • 1 atibr% 45409 '•.� FNGINE ,�01$4 AttTCl'Ftetfesi Pinder Troutman Consulting, Inc. Letter Thompson Lot 1 16-096 2-23-17 Tripgen 16-096 2-22-17 2/22/2017 Attachment 1A Tequesta Bank Site-Lot 1 Daily Trip Generation Comparison Existing Total External Pass-by New Land Use Intensity Trip Generation Rate(1) Trips Internal Trips Trips Trips(1) Trips General Office 4,362 SF Ln(7) = 0.76Ln(X)+3.68 121 12 10.0% 109 11 10.0% 98 Drive-In Bank 4,410 SF 148.15 /1,000 SF 653 12 1.9% 641 301 47.0% 340 TOTALS 774 24 3.1% 750 312 438 Proposed Total External Pass-by New Land Use Intensity Trip Generation Rate(1) Trips _ Internal Trips Trips Tries(1) Trips Drive-In Bank 2,290 SF 148.15 /1,000 SF 339 - 0.0% 339 159 47.0% 180 TOTALS 180 I Net Trips' (258)I (1)Source:Palm Beach County. Tripgen 16-096 2-22-17 2/22/2017 Attachment 1 B Tequesta Bank Site- Lot 1 AM Peak Hour Trip Generation Comparison Existing Total Tri s External Trips Pass-by New Trips Land Use Intensity Trip Generation Rate(1) In Out Trips Internal Trips In Out Trips Tri s(1) In Out Trips General Office 4,362 SF Ln(T) = 0.80Ln(X)+1.57(88/12) 14 2 16 2 10.0% 12 2 14 1 10.0% 11 2 13 Drive-In Bank 4,410 SF 12.08/11000 SF(57/43) 30 23 53 2 3.0% 30 21 _ 51_ 24 47.0% 15 12 27 TOTALS I 1 44 251 691 4 5.8% 42 23 65 25 I 26 14 40 Proposed Total Tri s External Tri s Pass-by New Tri s Land Use Intensity Trip Generation Rate(1) In Out Trips Internal Trips In Out Trips Trips(1) In Out Trips Drive-In Bank 2,290 SF 12.08/1,000 SF(57/43) 16 12 28 - 1 0.0% 16_ 12 28 _ 13 1 47.0%_ 9 6 15 TOTALS I 1 I 9 6 15 l Net Trips! (17) (8)1 (25)1 (1)Source:Palm Beach County. Tripgen 16-096 2-22.17 2/22/2017 Attachment 1 C Tequesta Bank Site- Lot 1 PM Peak Hour Trip Generation Comparison Existing Total Tri s External Trips Pass-by New Trips Land Use Intensity Trip Generation Rate(1) In Out Trips Internal Trips In Out Trips_ Tri s(1) In Out Trips General Office 4,362 SF 1.49 /1,000 SF(17/83) 1 5 6_ 1 10.0% 1 4 5 1 10.0% 1 3 4 Drive-In Bank 4,410 SF 24.3 /1,000 SF(5F(5% 53 54 107 1 1.0% 53 53 106 50 47.0% 28 28 56 TOTALS 1 54 59 113_ 2 11.8% 54 57_ 111 51 29 31 60 Proposed Total Tri s External Trips Pass-by New Trips Land Use Intensity Trip Generation Rate(1) In Out Trips Internal Trips In Out Trips Trips(1) In Out Trips Drive-In Bank 2,290 SF 24.3 /1,000 SF(50/50) `28 28 56 - 1 0.0% 28 28 56 26 1 47.0% 15 15 30 TOTALS 1 I 1 1 1 1 15 15 30 Net Trips (14) (16) (30) (1)Source:Palm Beach County. . I 4- 0 N.T.S. r D E. i ;---l ;31 O O O 3f ( ) 3 34 _ SITE 295 - 0 N _ O TEQUESTA DRIVE 16 (± WATERWAY ROAD LEGEND 9 - AM PEAK HOUR (20) - PM PEAK HOUR 295 - ADT 16-096 1/26/1 7 TEQUESTA BANK SITE ATTACHMENT 2 LOT 1 PROJECT DRIVEWAY VOLUMES PTC Mission: Rick Scott To protect,promote&improve the health Governor of all people in Florida through integrated LL' • +F: state,county&community efforts. H 't}, Celeste Philip,MD,MPH State Surgeon General Vision:To be the Healthiest State in the Nation January 11, 2017 Lee Thompson Vice President H & T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 handtconC�bellsouth.net Ref: Attached Plans— BB&T Tequesta-Lot 1 Dear Mr. Thompson: We have reviewed the attached plans referencing BB&T Tequesta-Lot 1 and the project is exempt from a general permit per F.A.0 62-655.520, and 62-604.600(2)(b) as well as Palm Beach County Environmental Control Rule II. Projects which propose installation of onsite water distribution systems consisting of more than 100 feet of two inch or larger pipe or fire mains with private fire hydrants. Should you have any questions, please call me at (561) 837-5958. Sincerely, H.J. Hardman, P.E. Plan Review and Permits Environmental Public Health Florida Department of Health Palm Beach County,Division of Environmental Public Health Accredited Health Department P.O.Box 29,800 Clematis Street,West Palm Beach,FL 33402 P H A B Public Health Accreditation Board PHONE:561-837-5900•FAX: 561-837-5294 FloridaHealth.gov, Flhealthpalmbeach.org -sr - ,,,.... AH • , —...,.. ---,'.:-. ,,. 711 , ., `..,_ ' - , -,.. . " ,..; lkikizok,4 :,. •'- '.“4.'',.' ;,..4., 411„ ,,-.- . 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EXIST.LIGHT R5-1(DO NOT ENTER) POLE TO BE SIGN 1 RI-1(STOP) - - 12• R5-1(DO NOT ENTER) 75'ACCESS,EASEMENT RELOCATED. SIGN.BACK TO BACK � ORB 4fi6J PC 624 30'x 30'MIN. STANDARD PARKING DETAIL(DOUBLE STROHM SIGN I.RI-1(STOP) N.r.s. FNO I/2"IR WM SIGN,BACK TO BACK 24'STOP BAR NO y o 30'x 30'MIN. ACCESS ASEMENT o PpRB 4:•J. PG 624 AsPw.L1 h' LP o. 1.4 _ .. "COW:CURB(T,P, 324 -: 177 �� _ wwtIAE} 5 .E.LeEP. T o 'ram:. .. .':;ei'yIBIe� I m .,�_: i Cl EXIST.LIGHT �a„�L 1: l _ - POLE TO BE / __ - ____ I'27 - --- - -- ' _® CON,. ;AIM cow: ppm RELOCATED. \ t CON[ - .___ _ ENO or 11 _ T.•:• ......... .• ------ - _. _ ... Ls+ _ ___ •:r=- L. 1 H J �e��: II�N�},�h lc o 'r _� T.• p LEG a ^n •—i6.O' ••^ •-�: .ONC: _- L"' •ADO SOO/REGRADE EXISTING 3 f> PAVE PS(1rP) (t,P) AS NEEDED.REGRADE TO DRNN9<e ` __ -. •••. I 7• PROP.DUYPSEER 1 STORY CONC y L ••AWAY FROM THE BUILDING. _ ;t Q ENCLOSURE �'.'. 5.703 S0. FT p L) 0rz J '� rG PROP.ASPHALT PAVTMENT LL <yNj 1 , FFE 17.30� �f MNNTNN EX15T.PCZIEP E PATTERN. L9 3 8 0- Py 4 _ .,� PROP.NEW GREEN AREA iffiZ 0w �— T• / SEE LETMLS. E DWC. i hZ FOR DETAILS. LIMITS OF ADA IMPROVEMENTS _.J W ry M r1.'. ' i y.. `:;<'::i': %aiasawr+ii�iw;_a};=== = ===== 0-r•--- ••�=;il�_ c- =-, T'•'. 'ii? i�f'!7v0'/.lam®71"'�T�T7T'.R•.T • __ _ � •rI'.' jF-'o-— 20.0 `I"I!•1 JJJ \ === 98 ......, o. J _ __ F _S 0.0' --12.O'— ,--T2.O' iPi lit "` � t•'" - - •„M„•N IIeIImIIm1,lauiAMIIMNMIINAIMNM,I )� �� ___� v Z d 1r•.• /` 1II•„•„M,I� �4u"1' 24'STOP BAR {/-T •{�� s�1 L'•' -PIM 16.44 STOP SIGN(R-U -' F I1pI S O i Z r / 8'PVC INN 1107 W / 30•x 30'MIN. � 4 4 y F.•• 15"RCP INV tU 77 E H a M y ■ /r �_�DIRECTIONAL 'LSPNnL1 PROP.TYPE•D•CURB PER RIM 71 J 5 9a 4p' F t•.• •• 'ROP.TYPE•D•CURB PER ARROW TYP. FDOT INDEX 300 TO MEET "PVC 11.6 @ . b `` FDOT INDEX 300 TO MEET k /• MATCH EXIST.ON SITE. Itl RCP ) - W n \ Z V d T.'.'.' HATCH EXIST.ON SITE. � I i I V 1 i 11 /` PROP. 1 NEW \14.o. 1 _,, y^ Ly1p� _ j l•.•.'.'. PARKING SPACE',.....„..,,..., .J 1— i2 686 __ }: 684, _�.. yp d _.. 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DATE:NOV.2018 WATERWAY ROAD (60' R/W) I ti/j,7;A' -- - -- - ---- - -- - — - -- - -- -----_--- - -- -- ------ - -- - - -- !-j/,/ PLATE T� C—4 SCALE:1•_10' SHEET OF Loxahatchee River District �NV�RONMFh) 4`ooy Water Reclamation I Environmental Education I River Restoration W p 41 0 2500 Jupiter Park Drive,Jupiter, Florida 33458 r c Telephone(561) 747-5700 •Fax(561) 747-9929 • www.loxahatcheeriver.org ,` oi �" y7` D.Albrey Arrington, Ph.D., Executive Director ts» October 21, 2016 Lee Thompson H&T Consultants, Inc. 9310 Old Kings Road S., Suite 1001 Jacksonville, Florida 32257 Subject: 101 N. US Highway One,Tequesta, FL 20 Waterway Road,Tequesta, FL SANITARY SEWER AVAILABILITY Dear Mr. Thompson: This letter is provided in response to your recent request concerning sanitary sewer service availability for the subject properties. Please be advised that, as of this date,sanitary sewer service can be made available to the subject properties upon the payment of certain costs in accordance with the District Rules. Copies of District Rules Chapter 31-10 are available for your review on our web site at www.loxahatcheeriver.org. Fees are currently paid to the extent of 10.5 equivalent connections. Consistent with District policy,the Developer will be responsible for all costs associated with connecting to the existing wastewater system of the District. The subject properties are currently connected to the regional wastewater system. However, any modifications to the connections will be the responsibility of the Developer. Plans for any revisions, improvements,modifications to the sanitary sewer facilities must be reviewed and approved by the District Engineering Department as well as the local municipal building department,prior to construction. Should you require additional information on this matter,please contact our Engineering Department at (561)747-5700 xt. 110. Sincerely, Clinton . r Deputy Ex tive Director v:\dev\proj\misc\Tequesta\US#1\101NWvail Itr.doc Stephen B. Rockoff Dr. Matt H. Rostock Gordon M. Boggie Harvey M.Silverman James D. Snyder Board Member Board Member Chairman Board Member Board Member 6.-- .,B.OUNDARY & TOPOGRAPHIC SURVEY , VICINITY MAP INN b Sorb) , ..,....77,,:. ,_. :..0%.mi......,14-'.-...-..-.. • ,LEGEND ii :•••Er..s..--::7:6::::. • i ...p.... 6:::'')I 1 Md. _,1 ert,,' .:11:::%:: 14:1:"..r"12-:177:"..'21.1:r.":1.."'"'' c,i::7?:' li, 1'fi '11 .1, 1 1. ___.___________.____ - , - T. 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Branch Banking&Trust • DETAIL AREA •• ="1"' =."'''El" ( SHEET 1 OF 1 ) ••••,•••••lapral......................0•••••ic JO,•••+.1.441.1•••••own..I......... -. • 15.412 1.•11.1 I ; � II� 1 I ---I I11�j� rI. , ,in------ / 22J OI r ry O 61 I Z ll I I W a V 4 - �---_-- I I -01 1 b \\ "� �i . it�' I ��a $60 I I I /Ir �O' ______ kilt 6N . it/7 �Br( Y pR2- I /I� I' c a�- !+?'.moo/ y --�� a o-~ 4,I 4 PROPOSED ,, EXISTING LIOII7 POLE TO BE Sim r Ij BAN%SIGN ,� RELOCATED ` i : � g I _ CI I I \�..1 J C\4'..= _ / w c I i 1. 4"..e -- O1_ -it Y / � 5 4 1r OF Ey 1 {.l 5�, t t .° o Q 1 .� ; m r-1 a I it li \ .t ° J / ~J 4>.11 I.1 [ 1 \ TRSFORMER1 F— \ I I I ONNECT WATER LINE 4 _ 1 I I 'fir !: 1'� SERVICE TO E%1ST.yyM R y •�. `BNI 1 RIM :9 8 I•I r 7 METER AND STUB-OUY. n Y T ZI 5 PLP »w-�,i r .t BB&T BANK1 A I;•� 7 7 �I �•.-' 2,290 SF ID- _ �. c•ii • 114;1 II I I ; •\.\ �I ` F.F.E.= 22.5' t CO !,11 I CONST.6•0 PVC • I .,�.. 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RIM 20.50 1-1/2'0 WATER SERVICE PvC INv 15.19 E �RAWN•CT ill I'�'''' i (SEALED SHUT) LINE,PER VILLAGE OF J C'INv 15.3C NE• TEWESTq SPECIFICATIONS CP IN a IB w CHECK: SOH -.-__- I''��'' �l AND REWIRENENTS tl' cP INv I.o]5 "" Ij 7 �" t A DAIS:NOW.2016 7 f I:R ',!�';�'!'� ` _ _ WATERWAY ROAD (60_RAW) _ _ _ '. z/ _ _ PLATE 1"i 6 '/ C-6 SCALE:1•-10' SHEET CF • Loxahatchee River District �NvtRONMFNrq Water Reclamation I Environmental Education 1 River Restoration W ' W O 2500 Jupiter Park Drive,Jupiter, Florida 33458 r p Telephone(561)747-5700 *Fax(561)747-9929 • www.loxahatcheeriver.org w , _'; z, y� -a D.Albrey Arrington, Ph.D., Executive Director 1971 October 21, 2016 Lee Thompson H&T Consultants, Inc. 9310 Old Kings Road S., Suite 1001 Jacksonville,Florida 32257 Subject: 101 N. US Highway One,Tequesta, FL 20 Waterway Road, Tequesta,FL SANITARY SEWER AVAILABILITY Dear Mr. Thompson: This letter is provided in response to your recent request concerning sanitary sewer service availability for the subject properties. Please be advised that, as of this date,sanitary sewer service can be made available to the subject properties upon the payment of certain costs in accordance with the District Rules. Copies of District Rules Chapter 31-10 are available for your review on our web site at www.loxahatcheeriver.org. Fees are currently paid to the extent of 10.5 equivalent connections. Consistent with District policy,the Developer will be responsible for all costs associated with connecting to the existing wastewater system of the District. The subject properties are currently connected to the regional wastewater system. However, any modifications to the connections will be the responsibility of the Developer. Plans for any revisions, improvements,modifications to the sanitary sewer facilities must be reviewed and approved by the District Engineering Department as well as the local municipal building department,prior to construction. Should you require additional information on this matter,please contact our Engineering Department at (561)747-5700 xt. 110. Sincerely, Clinton . r Deputy Ex five Director v:\dev\proj\misc\Tequesta\US#I\101N\Avail Itr.dce Stephen B.Rockoff Dr. Matt H. Rostock Gordon M. Boggie Harvey M. Silverman James D.Snyder Board Member Board Member Chairman Board Member Board Member SWA January 9,2017 SOLID WASTE AUTHORITY YOUR PARTNER FOR SOLID WASTE SOLUTIONS Mark Hammond Executive Director Solid Waste Authority 7501 N.Jog Road West Palm Beach,FL 33412 Subject: Availability of Solid Waste Disposal Capacity Dear Mr.Hammond: The Solid Waste Authority of Palm Beach County hereby provides certification that the Authority has disposal capacity available to accommodate the solid waste generation for the municipalities and unincorporated county for the coming year of 2017. This letter also constitutes notification of sufficient capacity for concurrency management and comprehensive planning purposes. Capacity is available for both the coming year,and the five and ten year planning periods that may be specified in local comprehensive plans. As of September 30,2016,the Authority's North County Landfills had an estimated 25,303,180 cubic yards of landfill capacity remaining. In addition,the Authority has completed the construction of a second Waste-to-Energy facility, and began operation of the facility in 2015. This will significantly extend the useful life of the landfill. Based upon the existing Palm Beach County population,the most recently available population growth rates published by the University of Florida Bureau of Economic and Business and Research(BEBR),medium projection,and projected rates of solid waste- generation,waste reduction and recycling,the Solid Waste Authority forecasts that capacity will be available at the existing landfill through approximately the year 2049. The Authority continues to pursue options to increase the life of its existing facilities and to provide for all of the County's current and future disposal and recycling needs. As part of its responsibility,the Authority will provide an annual statement of disposal capacity,using the most current BEBR projections available. Please provide copies of this letter to your plan review and concurrency management staff. If you have any questions or I can be of further assistance, please do not hesitate to contact me. Very truly yours, /1/(CzAk_C-1).1A,LAni--a- Marc C. Bruner,Ph.D. Chief Administrative Officer 7501 North Jog Road, West Palm Beach, Florida 33412 (561)640-4000 FAX(561)640-3400 Recycled Pape. C November 22,2016 a kb" v4 • • Nilsa Zacarias Village Planner �iORI9q' Village of Tequesta 345 Tequesta Drive Tequesta,FL 33469 RE: Tequesta Bank Site Department of Engineering Project#: 161003 and Public works TRAFFIC PERFORMANCE STANDARDS REVIEW P.O.Box 21229 Dear Nilsa: West Palm Beach.FL 33416-1229 The Palm Beach County Traffic Division has reviewed the Tequesta Bank Site Traffic Statement (56i)684-4000 prepared by Pinder Troutman Consulting, Inc., dated October 31, 2016, pursuant to the Traffic FAX:(561)684-4050 Performance Standards in Article 12 of the Palm Beach County Unified Land Development Code(ULDC). The project is summarized as follows: www.pbcgov.com Municipality: Village of Tequesta Location: Northeast quadrant of US-1 and Tequesta Drive PCN#: 60-43-40-30-00-004-0031 • Existing Uses: 4,410 SF of bank with drive thru -to be demolished 4,362 SF of office -to be demolished 5,703 SF of bank with drive thru—to be converted into other uses Proposed Uses: 2,290 SF of bank with drive-thru Palm Beach County The existing 5,703 SF building can be converted into the other uses Board of County including: Commissioners general office,or drive-in bank,or general commercial,or medical office Access: A full access driveway on Waterway Rd and additional shared driveways Mary Lou Berger.Mayor with the shopping plaza New Net Daily Trips: -276 Hal R.Valeche,Vice Mayor New Net PH Trips: -27 AM(-18/-9)and-34 PM(-16/-18) Build-Out: December 31,2020 Paulette Burdick Based on our review,the Traffic Division has determined the proposed development meets the Traffic Shelley Vana Performance Standards of Palm Beach County. Steven L.Abrams Please note the receipt of a Traffic Performance Standards(TPS)approval letter does not constitute the review and issuance of a Palm Beach County Right-of-Way(R/W) Construction Permit nor does it Melissa McKinlay eliminate any requirements that may be deemed as site related. For work within Palm Beach County R/W,a detailed review of the project will be provided upon submittal for a RAN permit application. The Priscilla A.Taylor project is required to comply with all Palm Beach County standards and may include R/W dedication. No building permits are to be issued by the Village after the build-out date specified above. The approval letter shall be valid no longer than one year from date of issuance, unless an application for a Site Specific Development Order has been approved,an application for a Site Specific Development Order County Administrator has been submitted,or the approval letter has been superseded by another approval letter for the same property. Verdenia C.Baker If you have any y questions regarding this determination, please contact me at 684-4030 or email to gyuane.obcgov.org. Sincerely, (dii/W16/1 Quan Yuan,P.E. Professional Engineer Traffic Division QY/dd ec: Addressee Andrea Troutman,P.E.-Pinder Troutman Consulting,Inc. Quazi Bari,P.E.,Senior Professional Engineer-Traffic Division Dominique Simeus.El,Project Coordinator II-Traffic Division An Equal Opportunity Steve Bohovsky,Technical Assistant III-Traffic Division Affirmative Action Employer" File: General-TPS-Mun-Traffic Study Review F:(TRAFFIC\MMTWIUNICIPALITIESIAPPROVALSQ0161161101-TEQUESTA BANK SITE.DOC I� .1 printed on recycled paper Centennial FDOT . • J915*2015 - Florida Department of Transportation RICK SCOTT 3400 West Commercial Blvd. JIM BOXOLD GOVERNOR Fort Lauderdale,FL 33309 SECRETARY October 27,2016 THIS PRE-APPLICATION LETTER IS VALID UNTIL-October 27,2017 THIS LETTER IS NOT A PERMIT APPROVAL Lee Thompson H&T Consultants Inc. 9310 Old Kings Road,Suite 1001 Jacksonville,FL 32257 Dear Lee Thompson: RE: October 27,2016-Pre-application Meeting for Category B Driveway Palm Beach County-City of Village of Tequesta,Urban; SR 5; Sec.#93040; MP:11.620 Access Class-05; Posted Speed-45 mph; SIS-N; Ref.Project:FM 428718.1 Request:Right-out only driveway on SR 5/US 1 located approximately 110'north of Waterway Rd. SITE SPECIFIC INFORMATION Project Name&Address:BB&T Branch Bank-101 N US 1 Applicant/Property Owner.Branch Banking&Trust Co. Parcel Size:0.6 Acres Max.Sq.ft./Proposed LU:2,300 S.F.Bank with Drive-Thru WE APPROVE YOUR REQUEST This decision is based on your presentation of the facts,site plan and survey-please see the conditions and comments below.You may choose to review this concept further with the District Access Management Review Committee(AMRC). Conditions: - A minimum driveway length of 25 feet,as measured from the ultimate right-of-way line to the first conflict point shall be provided.If a guard gate is installed a minimum driveway length of 100 feet is required. - The proposed driveway shall be channelized to discourage wrong way driving. - Recorded cross access agreement with the adjacent property to the north(Shopping Center)shall be provided at the time of Permit. - Coordination with FM 428718.1 will be needed at the time of Permit. Comments: • Drainage mitigation is required for any impacts within FOOT right-of-way(i.e.increased runoff or reduction of existing storage).A Storm Water Pollution Prevention Plan must be submitted with the application for more than one acre of"disturbed area"as defined by the Florida Department of Environmental Protection(FDEP). • The applicant shall donate the right-of-way to the Department if right-of-way dedication is required to implement the improvements, • All driveways not approved in this letter must be fully removed and the area restored. • Dimensions between driveways are measured from the near edge of pavement to near edge of pavement and for median openings are measured from centerline to centerline unless otherwise indicated. The purpose of this Pre-Application letter is to document the conceptual review of the as roxi�mate location of driveway(s) to the State Highway system and to note required improvements,if any.This letter shall be submitted with any further reviews and for permitting.The Department's personnel shall review permit plans for compliance with this letter as well as current Department standards and/or specifications. Final design must consider the existing roadway profile and any impacts to the existing drainage system. Note,this letter does not guarantee permit approval.The permit may be denied based on the review of the submitted engineering plans.Be aware that any approved median openings may be modified(or closed)in the future,at the sole discretion of the Department.For right-of-way dedication requirements go to:https:// is.dot.statelus/OneStopPermittinq; click on Statewide Permit News; Scroll down to District 4; Scroll down to Additional Information and Examples and choose Right-of-way Donations/Dedications. Please contact Geysa Sosa,P.E.at the District Permits Office with any questions regarding permits-Tel.#954-777-4377, Fax#954-677-7893 or e-mail:ceysa.sosa(a)dot.state.fl.us. Sincerely, GSinyh csy- CoE Dalila Femande P.E. cc: Jerry Dean District Traffic A ss Mana er File: S:1Transportation OperationsiTraffic Operations\Access Managementll.Pre-Apps and Variance12016-10-2713.93040 MP 11.620 SR 5_BB&T Branch B kt93040 MP 11.620 SR 5_BBBT Branch Bank.docx www.dot.statenus Parr 1 of 1 Village of Tequesta 345 Tequesta Drive �PGE.OF TFo6„ 561-768-0700 Tequesta, FL 33469 sy www.tequesta.org `. 9 4 fgcN,.c OUMty January 17,2017 Lee Thompson Vice President H & T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Re: RE: Proposed BB&T Bank Redevelopment—Lot and Lot 2 101 US Highway 1 and 200 Waterway Road Subj: Potable Water Availability Dear Lee Thompson: This letter is provided in response to a recent request concerning potable water service availability for the subject project. Please be advised that,as of this date, potable water service can be made available to the subject property upon the payment of certain costs in accordance with the Village of Tequesta Code of Ordinance. Consistent with the Village of Tequesta policy,the Developer will be responsible for all costs associated with connecting to the existing potable water system. Should you require additional information on this matter, please contact me at 561-768-0490 Sincerely, Sant ffea ry Sam Heady,CFM, UMC Deputy Director of Utilities The Village of Tequesta Water Department Vice-;Mayor Vince Arena Mayor Abby Brennan Council Member Tom Paterno Council Member Steve Okun Council Member Frank D'Ambra Village Manager Michael R.Couzzo,Jr. francis dayao From: James McGrew <jmcgrew@tequesta.org> Sent: Tuesday, March 07, 2017 9:54 AM To: handtcon@bellsouth.net; Nilsa Zacarias Cc: James McGrew Subject: BB &T Bank With the information I was provided, in reference to the BB&T Bank remodel, I have to give the approval for the new driveway. Thank you, Jim McGrew This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com 1 francis dayao From: Robert Kraus <BKraus@pbcgov.org> Sent: Tuesday,January 17, 2017 11:16 AM To: 'handtcon@bellsouth.net' Cc: Bonnie Finneran;Amanda Hughes Subject: BB&T Bank Redevelopment - 101 U.S. Highway 1 Tequesta, FL&20 Waterway Road This is in response to your request for information about which permits from the Department of Environmental Resources Management(ERM)will be required to redevelop the property.The site is located within the Town of Tequesta and has been previously developed.The only applicable regulation, implemented by ERM,that is jurisdictional within municipal boundaries is the Wellfield Protection Code (ULDC Art. 14.6).This property is not located within a Wellfield Protection Zone, therefore, no Wellfield Operating Permit will be required. Robert Kraus Senior Site Planner Department of Environmental Resources Management Palm Beach County, FL 561-233-2476 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 entity. Instead, contact this office by phone or in writing. 1 francis dayao From: francis dayao <francisdayao@bellsouth.net> Sent: Monday, February 20, 2017 9:17 AM To: Lee Thompson Subject: FW: BB&T Bank FYI From: Limage, Djemcy [mailto:Djemcy.Limage@dot.state.fLus] Sent: Monday, February 20, 2017 9:04 AM To: francis dayao Subject: RE: BB&T Bank Good Morning Francis, As per our conversation,yes I am ok with the proposed changes on the site plan regarding the right out only onto SR 5. Please submit your plans to the Permit Department. Thank you, Djemcy Limage Access Management FDOT District 4 3400 West Commercial Blvd Fort Lauderdale, FL 33309-3421 (954)777-4363 From:francis dayao [mailto:francisdayao@bellsouth.netl Sent: Monday, February 20, 2017 8:50 AM To: Limage, Djemcy Subject: RE: BB&T Bank Djemcy, Good morning. We are getting ready to submit our plans back to the Village of Tequesta and will be preparing the FDOT permit application as well. Is it possible for you to respond to the email below stating that FDOT does not have any objection to the changes that were made or similar? Right now, I don't have anything from the FDOT. I believe that we have to show something to the Village that somehow proves that the minor changes that were made were reviewed by FDOT staff. Thanks in advance. Francis Dayao, P.E. H &T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax:904-419-1004 1 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone:904-419-1001 Fax: 904-419-1004 From: Fernandez, Dalila [mailto:Dalila.Fernandezdot.state.fl.us] Sent: Tuesday, November 01, 2016 3:06 PM To: LEE; Greta Torrens Subject: RE: BB&T Bank Good Afternoon: Attached please find the pre-application letter for the subject site. Thank you, Dalila Fernandez, PE District Traffic Access Manager Marlin Engineering,FDOT District 4 3400 West Commercial Blvd Fort Lauderdale, FL 33309-3421 (954) 777-4363 3 francis dayao From: de Rojas, Carlos <cderojas@sfwmd.gov> Sent: Monday, January 09, 2017 10:51 AM To: 'handtcon@ bellsouth.net' Cc: Knox, Layle Subject: FW:WPB - Pre-Application Meeting BB&T Bank Re-development 101 U.S. Highway 1 Tequesta, Florida Attachments: C-2 OVERALL SITE PLAN Model (1).pdf; C-5 GRADING & DRAINAGE Model (1).pdf; SURVEY.pdf; C-4IMPROVEMENT SITE PLAN Model (1).pdf; C-5 GRADING PLAN Model (1).pdf Importance: High Mr.Thompson, based on the size of the project, it may be that the project qualifies for a 10/2 Self Certification through the FDEP. I researched our records and the SFWMD has not issued any permits for this parcel. If you wish to discuss, please call me. Thanks Carlos Carlos de Rojas, P.E. Section Leader-Surface Water Management Environmental Resource Bureau South Florida Water Management District (561) 682-6505/ cderoiasOsfwmd.aov From: Knox, Layle [mailto:lknox@sfwmd.govj Sent: Monday,January 09, 2017 10:14 AM To: 'erpreappemails@WHQSPWEB01P.ad.sfwmd.gov'<erpreappemails@WHQSPWEB01P.ad.sfwmd.gov> Subject:WPB-Pre-Application Meeting BB&T Bank Re-development 101 U.S. Highway 1 Tequesta, Florida Importance: High From: Lee Thompson [mailto:handtcon@bellsouth.netj Sent: Friday,January 6, 2017 3:36 PM To: ERPREAPP<ERPREAPP@sfwmd.gov> Subject: Pre-Application Meeting BB&T Bank Re-development 101 U.S. Highway 1 Tequesta, Florida Importance: High The proposed redevelopment project is to subdivide the subject property, parcel number 60-43-40-30-00-004 into two (2) separate Lots.The subject tract is 1.12 Acres and the Bank is requesting to subdivide the tract into two (2) separate Lots with the western portion (Lot 1) being 0.58 acres in size and the eastern portion (Lot 2) being 0.54 acres in size.The Bank proposes to build a new single story branch bank with drive thru on Lot 1 to consolidate bank operations and offer for sale the existing building and infrastructure contained within Lot 2. Site Plan application for Lot 1-Re-development of BB&T Branch Bank- 101 N. US Highway 1 The subject proposed Lot 1 site consists of a 2-story bank branch building (8,772 SF)with parking and vehicle use area. The existing building has a bank branch on the first floor and office space on the second floor.The existing facility has 26 1 parking spaces with two of the spaces ADA.The existing land use is Financial and is an approved use within the C-2 Community Commercial District. The bank proposes to demolish the existing 2 story building and site structures and construct a single story 2,300 SF bank branch with 2 drive thru lanes and a drive thru ATM lane to consolidate the banking operations on the site that is currently operating from both existing buildings.The proposed site plan provides 21 parking spaces with 1 space ADA compliant.The proposed land use is Financial which is an approved use within the C-2 Community Commercial District. Site Plan application for Lot 2 - Minor Re-development of Existing Facility—20 Waterway Road The subject Lot 2 site consists of a single story bank deposit box facility(5,703 SF) and bank drive thru operations on the eastern portion of the subject site along with parking and vehicle access.The drive thru facility has 2 drive up lanes andldrive up ATM lane.The existing facility has 28 parking spaces with one of the spaces ADA.The existing land use is Financial and is an approved use within the C-2 Community Commercial District. The bank proposes to demolish the existing drive thru lanes and canopy on the Westside of the existing building and preserve the existing building and majority of the existing site infrastructure. Minor site improvements are proposed to provide for 29 parking spaces with 2 of the parking spaces being ADA compliant along with providing a dumpster with enclosure.The proposed site plan provide a one way directional drive to provide egress from the site thru to the adjacent shopping center as approved previously and with existing access easement. The existing site plan with the proposed minor site modifications along with the prior approved site plan and landscape waivers to the site plan provide a complaint site plan per The Village of Tequesta development requirements.The existing site plan with minor site modifications along with the prior site plan and landscape waivers meets the requirements of the C-2 zoning district.The existing site received several approved landscape waivers as detail below within the history section.We are requesting approval of the existing site plan with the proposed minor site adjustments along with the previously Village of Tequesta site plan and landscape waivers for Lot 2. We are providing this information in request of a pre-application meeting and or conference call if available. Please see attached the parcel survey,aerial and proposed site re-development plans for your reference.Thank you for your time and assistance and your timely response will be greatly appreciated. 2 francis dayao From: Mark Godwin <MGodwin@pbcgov.org> Sent: Tuesday,January 17, 2017 10:37 AM To: 'handtcon@bellsouth.net' Subject: RE: BB&T Bank Redevelopment - 101 U.S. Highway 1 Tequesta, FL&20 Waterway Road Lee, No type of permit would be required from PBC Environmental Dept.for this project. If any of the landscape material planted at BB&T needs to be removed, please coordinate with PBC Landscape, Rodney Swonger at 561-233-5803. Thanks, Mark Godwin,Sr. Environmental Analyst Palm Beach County Dept. of Environmental Resources Mgmt. 2300 North Jog Road,4th Floor West Palm Beach, FL 33411-2743 Office Phone: 561-233-2473 Cell Phone: 561-818-2511 Office Fax: 561-233-2414 mgodwin@pbcgov.org Original Message From: Samantha Pucci Sent:Tuesday,January 10, 2017 3:18 PM To: Mark Godwin<MGodwin@pbcgov.org>; Robert Kraus<BKraus@pbcgov.org> Subject: FW: BB&T Bank Redevelopment- 101 U.S. Highway 1 Tequesta, FL&20 Waterway Road Importance: High Is this for one of you guys? Original Message From: Samantha Corr Sent:Tuesday,January 10, 2017 3:02 PM To:Samantha Pucci<SPucci@pbcgov.org> Subject: FW: BB&T Bank Redevelopment- 101 U.S. Highway 1 Tequesta, FL&20 Waterway Road Importance: High I think this is for you. Original Message From: Lee Thompson [mailto:handtcon@bellsouth.net] Sent:Tuesday,January 10,2017 2:13 PM To:Samantha Corr<SCorr@pbcgov.org> Subject: FW: BB&T Bank Redevelopment- 101 U.S. Highway 1 Tequesta, FL&20 Waterway Road Importance: High Samatha, 1 I am following up with you to inquire if you have had a chance to review our information and when you can provide the letter and information or let me know whom to contact?Thank you for your time and assistance and your timely response will be greatly appreciated. Thank you Lee Thompson Vice President H &T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Phone:904-419-1001 Original Message From: Lee Thompson [mailto:handtcon@bellsouth.net] Sent: Monday,January 09, 201712:47 PM To: 'erm-protect@co.palm-beach.fl.us'<erm-protect@co.palm-beach.fl.us> Subject: BB&T Bank Redevelopment- 101 U.S. Highway 1 Tequesta, FL& 20 Waterway Road Importance: High Review Engineer, Parcel number 60-43-40-30-00-004-0031 and is 1.12 Acres.The subject site consists of a 2-story bank branch building (8,772 SF)on the western portion of the subject site and a single story bank deposit box facility(5,703 SF) on the eastern portion of the subject site along with parking and vehicle access.The proposed redevelopment consists of subdividing (re-platting)the subject site into two (2) separate parcels. Parcel one the western portion of the site located at address 101 N. US Highway 1 is the existing 2 story bank branch building that is proposed to be demolished and removed.A single story 2,290 SF bank branch with 2 drive thru lanes and a drive thru ATM lane are proposed to be constructed. Parcel two the eastern portion of the site located at address 20 Waterway Road is a single story bank facility with 2 drives thru lanes and a drive up ATM lane.The proposed re-development of parcel 2 is to demolish and remove the existing drive thru facilities and drive thru canopy.The existing 5,703 building and site infrastructure are to remain and only minor modifications to the site are proposed per the village of Tequesta requirements. Please find attached the proposed site plan for the re-development of the subject site into Parcel 1 proposed BB&T bank branch at 101 N. US Highway and parcel 2 of the existing building and infrastructure along with the site survey and aerial for your review and let us know if you have any objections to the proposed site plans. We propose to reuse the existing water and irrigation services for the site plans. Both Parcels 1&2 redevelopment will produce less impervious surface than exist currently.The existing site has existing exfiltration system that interconnect and discharge with a weir at the east end of the property to the existing storm system within the Shoppes of Tequesta shopping center, see shopping center attached. We propose the construct a new exfiltration drainage system for the redevelopment bank site parcel 1 to provide the storm water treatment and attenuation storage for the 25year-24hour storm event.The proposed storm water system will provide storage for the entire 25year-24 hour storm event before discharge. The existing site(Parcel 2)and existing storm water exfiltration system will remain. We are providing this information in request for determination and formal response of any permitting will be required for the project with Palm Beach County Environmental Resource Management.re the water service provider letter. 2 Should you have any questions or require additional information, please contact me at(904)419-1001.Thank you for your time and assistance and your timely response will be greatly appreciated. Sincerely, H &T Consultants, Inc. Thank you, Lee Thompson Vice President H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone:904-419-1001 Fax: 904-419-1004 Cell: 904-502-5786 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 entity. Instead, contact this office by phone or in writing. 3 francis dayao From: Hardman, Henry J <Henry.Hardman@fihealth.gov> Sent: Wednesday,January 11, 2017 11:45 AM To: Lee Thompson Cc: Bahga, Pal Singh Subject: RE: BB&T Tequesta Lot 1 Lot 2 had no utilities for me to include in the letter. Please give me a call to discuss. Thanks, Jay Hardman, P.E. Plan Review and Permits Florida Department of Health-Palm Beach County 800 Clematis Street West Palm Beach, FL 33402 (561)837-5958 From: Lee Thompson [mailto:handtcon@bellsouth.net] Sent:Wednesday,January 11, 2017 10:49 AM To: Hardman, Henry J <Henry.Hardman@flhealth.gov> Cc: Bahga, Pal Singh <Pal.Bahga@flhealth.gov> Subject: RE: BB&T Tequesta Lot 1 Henry Ok thank you so can I get the letter revised to include Lot 2 as well? Thank you, Lee Thompson Vice President H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax:904-419-1004 Cell:904-502-5786 From: Hardman, Henry J [mailto:Henrv.Hardman@flhealth.gov] Sent:Wednesday,January 11, 2017 10:22 AM To: Lee Thompson <handtcon@bellsouth.net> Cc: Bahga, Pal Singh <Pal.Bahga@flhealth.gov> Subject: RE: BB&T Tequesta Lot 1 Lee, only if the extensions exceed 100' or the Hydrants are considered private then a PBCHD permit would be required. I am attaching the PBCHD application for your use in the scenario a permit is required. Jay Hardman, P.E. Plan Review and Permits Florida Department of Health-Palm Beach County 800 Clematis Street West Palm Beach, FL 33402 (561) 837-5958 From: Lee Thompson [mailto:handtcon@bellsouth.net] Sent:Wednesday,January 11, 2017 10:13 AM To: Hardman, Henry J<Henry.Hardman@fihealth.gov> Cc: Bahga, Pal Singh<Pal.Bahga@flhealth.gov> Subject: RE: BB&T Tequesta Lot 1 Henry, Sine we are leaving the existing building and the majority of the existing site infrastructure the existing water and sanitary sewer services, and lift station are to remain,see attached plan. No proposed utilities are proposed for the existing building. One question is that we may need to extend an 8"or 6"water main either across water way drive or east down waterway road from US 1 to provide new fire hydrants.Will this required plan and permitting with the Health department? If you have any questions please call me to discuss. Thank you, Lee Thompson Vice President H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax: 904-419-1004 Cell: 904-502-5786 From: Hardman, Henry J [mailto:Henrv.Hardman@flhealth.gov] Sent:Wednesday,January 11, 2017 10:04 AM To: Lee Thompson<handtcon@bellsouth.net> Cc: Bahga, Pal Singh <Pal.Bahga@flhealth.gov> Subject: RE: BB&T Tequesta Lot 1 Lee, I did not see any proposed utilities for Lot 2. Jay Hardman, P.E. Plan Review and Permits Florida Department of Health-Palm Beach County 800 Clematis Street West Palm Beach, FL 33402 (561)837-5958 From: Lee Thompson [mailto:handtcon@bellsouth.net] Sent:Wednesday,January 11, 2017 9:50 AM To: Hardman, Henry J<Henry.Hardman@flhealth.gov> Cc: Bahga, Pal Singh<Pal.Bahga@flhealth.gov> Subject: RE: BB&T Tequesta Lot 1 Importance: High 2 Henry, Thank you for the response letter for Lot 1. Did you have a chance to review the information for Lot 2 and can we get a letter response for Lot 2 also?See prior email with information on Lot 2 of the redevelopment project for your use. The subject redevelopment project is Parcel number 60-43-40-30-00-004-0031 and is 1.12 Acres.The subject site consists of a 2-story bank branch building(8,772 SF)on the western portion of the subject site and a single story bank deposit box facility(5,703 SF)on the eastern portion of the subject site along with parking and vehicle access.The proposed redevelopment consists of subdividing(re-platting)the subject site into two (2) separate parcels.The site and both buildings are served by Village of Tequesta Water utilities and Loxahatchee River Environmental Control District (ECON)for sanitary sewer service. Parcel one the western portion of the site located at address 101 N. US Highway 1 is the existing 2 story bank branch building that is proposed to be demolished and removed.A single story 2,290 SF bank branch with 2 drive thru lanes and a drive thru ATM lane are proposed to be constructed.Average Daily Flow is estimated at 400 GPD.The existing building has a bank branch on the first floor and office space on the second floor. Parcel two the eastern portion of the site located at address 20 Waterway Road is a single story bank facility with 2 drives thru lanes and a drive up ATM lane.The proposed re-development of parcel 2 is to demolish and remove the existing drive thru facilities and drive thru canopy.The existing 5,703 building and site utility infrastructure are to remain.Average Daily Flow is estimated at 900 GPD. Please find attached the proposed site plan for the re-development of the subject site into Parcel 1 proposed BB&T bank branch at 101 N. US Highway and parcel 2 of the existing building and infrastructure for your review and let us know if you have any objections to the proposed site plans.We propose to reuse the existing water and irrigation services for the site plans.And the proposed estimated daily flows are less than the existing flows. No additional water and sanitary sewer flows are anticipated with the proposed re-development project. Should you have any questions or require additional information, please contact me at(904)419-1001.Thank you for your time and assistance and your timely response will be greatly appreciated. Sincerely, H &T Consultants, Inc. Thank you, Lee Thompson Vice President H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax: 904-419-1004 Cell: 904-502-5786 From: Hardman, Henry J (mailto:Henry.Hardman@flhealth.gov] Sent:Wednesday,January 11, 2017 9:27 AM To: handtcon@bellsouth.net Cc: Bahga, Pal Singh<Pal.Bahga@flhealth.gov> Subject: BB&T Tequesta Lot 1 3 Please find attached. If you have any questions please do not hesitate to call or email myself. Thanks, Jay Hardman, P.E. Plan Review and Permits Florida Department of Health-Palm Beach County 800 Clematis Street West Palm Beach, FL 33402 (561)837-5958 4 francis dayao From: James Weinand <jweinand@tequesta.org> Sent: Thursday,January 12, 2017 8:28 AM To: Lee Thompson Cc: Joel Medina; Pat Nawrocki Subject: RE: Proposed BB&T Bank Redevelopment Mr. Thompson, The proposed fire lanes as detailed in your sketch will be adequate for this project. Respectfully, James M Weinand, Life Safety Specialist Tequesta Fire Rescue From: Lee Thompson [handtcon@bellsouth.net] Sent: Wednesday, January 11, 2017 2:22 PM To: James Weinand Cc: Joel Medina; Pat Nawrocki Subject: RE: Proposed BB&T Bank Redevelopment Mimecast Attachment Protection has created safe copies of your attachments. James, Thank you for the response but sprinkling the branch building and the retrofitting the existing building is not planned. Also to clarify the fire lane can have parking on either side of the fire lane within the parking lot correct? See attached sketch. Should you have any questions or require additional information, please contact me at(904) 419-1001. Thank you for your time and assistance and your timely response will be greatly appreciated. Thank you, Lee Thompson Vice President H & T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 From: James Weinand [mailto:jweinand@tequesta.org] Sent: Wednesday, January 11, 2017 12:12 PM 1 To: handtcon@bellsouth.net Cc: Joel Medina<jmedina@tequesta.org>; Pat Nawrocki <pawrocki@tequesta.org> Subject: Proposed BB&T Bank Redevelopment Mr. Thompson, This correspondence is in response to the email you sent to Chief Medina concerning the above subject. Fire lane markings shall be in accordance with the Florida Fire Prevention Code (Fifth Edition), 1-18.2.3.5.3 Your question#3 Are there any other options for the fire hydrants considering the fire lane and existing fire hydrant? An alternative option for your consideration would be to incorporate an automatic Fire Sprinkler System in the two proposed buildings and that would eliminate the requirement for adding the Fire Hydrants Respectfully, James M Weinand, Life Safety Specialist Tequesta Fire Rescue This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com<http://www.mimecast.com> This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com 2 francis dayao From: Eboli, Patrick <PEboli@wm.com> Sent: Friday, February 24, 2017 3:52 PM To: francis dayao Subject: RE:Tequesta - Dumpster Location Review Francis, Based upon your drawing, Waste Management will be able to service the containers at the location by either direct access by the truck or roll out service. If you have any other questions, please contact me at any time. Pat From:francis dayao [mailto:francisdavao@bellsouth.neti Sent: Friday, February 24, 2017 1:33 PM To: Eboli, Patrick<PEboli@wm.com> Cc: Lee Thompson<handtcon@bellsouth.net> Subject:Tequesta - Dumpster Location Review Pat, I appreciate you calling me back. Here is the plan that shows the proposed dumpster pads(circled) at each location. Please review and let me know if the proposed locations are acceptable as far as maneuvering the front-end loading trucks. Thank you for your assistance. Please feel free to call me if there is anything else you need. Francis Dayao, P.E. H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone:904-419-1001 Fax: 904-419-1004 Recycling is a good thing. Please recycle any printed emails. i francis dayao From: Bonner, Timothy <Timothy.Bonner@fpl.com> Sent: Monday, February 20, 2017 9:42 AM To: francis dayao Cc: 'Lee Thompson'; Moncrieffe, Vaughn Subject: RE:Village of Tequesta - Proposed BB&T Bank Hello Francis, Florida Power and Light will provide electrical service to 101 N US Hwy 1 and 20 Waterway Rd in Tequesta, Florida 33469. Timothy Bonner Florida Power and Light 100 S Delaware Blvd,Jupiter 33458 Office: (561) 575-6319 From: francis dayao [mailto:francisdayao@bellsouth.net] Sent: Friday, February 17, 2017 11:59 AM To: Bonner,Timothy Cc: 'Lee Thompson'; Moncrieffe, Vaughn Subject: RE: Village of Tequesta - Proposed BB&T Bank Importance: High Tim, I just wanted to follow up on the request below regarding a letter(or email if easier)that states FP&L will provide electrical service at 101 N U.S. HWY 1,Tequesta, FL 33469. We will be submitting for Site Plan approval very soon and will need this FP&L letter(or formal email). FP&L is currently providing electrical power to the existing BB&T bank that will be demolished and replaced with a new BB&T bank This is a requirement from the Village of Tequesta that we have to meet Thank you in advance. Francis Dayao, P.E. H &T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax:904-419-1004 From: Moncrieffe, Vaughn [mailto:Vaughn.Moncrieffe@fpl.com] Sent: Saturday, January 21, 2017 6:47 AM To: francis dayao Cc: Lee Thompson; Bonner,Timothy Subject: RE: Village of Tequesta - Proposed BB&T Bank Please send this request to Tim Bonner, he now handles this area and will be helping you with it He has been copied on this note and he can also be reached at 561-575 6319. From: francis dayao [mailto:francisdayao@bellsouth.net] Sent: Friday, January 20, 2017 10:08 AM To: Moncrieffe, Vaughn Cc: Lee Thompson Subject: RE: Village of Tequesta - Proposed BB&T Bank CAUTION - EXTERNAL EMAIL Vaughn, Correction on the address, it is 101 N U.S. HWY 1,Tequesta, FL 33469. The other address I mentioned below may be needed at a later date. Thanks and looking forward to hear back from you. Francis Dayao, P.E. H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone:904-419-1001 Fax: 904-419-1004 From: francis dayao [mailto:francisdayao@bellsouth.net] Sent: Thursday, January 19, 2017 3:27 PM To: 'vaughn.moncrieffe@fpl.com' Cc: Lee Thompson (handtcon@bellsouth.net) Subject: Village of Tequesta - Proposed BB&T Bank Vaughn, My name is Francis Dayao with H&T Consultants, Inc. and based on the FP&L website,you are the FP&L Program Manager for the area where our commercial project is going to be located. The project location is at 20 Waterway Road,Tequesta, FL 33469. We are currently getting plan approvals from Palm Beach County/Village of Tequesta Department of Community Development for a new BB&T Bank. One of the requirements we have to provide to the reviewers is a letter from FP&L indicating that electrical service is available at the Village of Tequesta and that electrical service will be provided for this project. Is it possible to get a standard FP&L commitment letter(or similar) so we can provide it to the reviewing authorities? I know that additional information will be needed so please call me when you get a chance to discuss this further. 2 Thank you in advance. Francis Dayao, P.E. 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L-2 SCALE 1'.3C , ql 1 a.L 4..:' IN �L.... ...I.I SHEET Or • yam`i� :+;• ; w i ,y� p. a «r j rt a, Y • +a • • .l' • • • • 410: EIFS-2 • Metal Rooting, Gutters, Scuppers, Conducts Hollow Mtltal ` pava,tpa,tS SIontfT0AV *Man Wail EXTERIOR MATERIALS B68T TEQUESTA Bed Branch Bank Standards MilI ITT! NOTES I REFER TO ROOF PLAN EWES..AND MECLANICAL DWG8 GOli ROOF PENETRATIONS 2 Au PENE I RAT.NS mENis mTEAES ETC SHALL SE PAWTED TO MATCL.ROOF 2 ...LURE,.MOT SNOWN ON ELEVATIONS II SECTIONS FOR CLARIEr REFER TO FLOOR PUN FOR SOLURCIS COORDINATE SPECIFIC SOLURD LocAncAs 4.BANK ECONSENT SWOP DRAWINGS LITTLE- ,. °WIER PROVO.RAW ECluIPMENT VOL.WEIN DAMNED LINES REFER TO 1442 I FOR MORE WORM/MOH -,..ES C.M1 II LFF WLL II/OP ,,,,...,..//_,T="----.--,7-T---,,,,,. www Ilttl•onlIn•c o on 7 '..--"--- -.--'*"......,..' .... . --------'''...n,-c- - (' 1 r. 7 I .. .. .. . 1 - . I ,____,,-,.,- -----,---'----77------;-------' L , BII&I , ! -----------__ ______ - - lit 111 r-; • _ ___ i i ____ _. _ ___.__ ___ ------ am .,-_-1.,-1:1 --'---— BB& _ ,-..,,, likr _ . ..__ ___ . .I BBH _ _ _1 , _ _, , ,,,li _ ___ _ ,1 1 11 1'a i fli'! 1, _ 1 ! —- I _ -- _ ._ I ij,..:_i____.--__-.. - - . _._ _- --------- . . . - , -- -- -- <---.... .-------:-.-------"---- _ ...,„.,,...--' 02 24 20,7 OR,E_ TO.TgiliFij.A. ...., T 0 T(28381E16!A. . ID-4' " -'='..-- RETURN BRICX MERE ,4 T 0 HIGH ee:= ' s,''ff r1- --"! -,04 -' V -.4 -4_:'' T 0 HIGH • PARAPET A MH " 'i-E 1___ 11! !--E -F,1 (Z, '", 18.-,o= . T 0 LOW PATE:,% , 18'-10' g..,,,,,,,,e, 0 4.48-1 0- T.--- 1034S,I. .1 ‘ _ ._ _ _A. _._ . ._ A . - 7 METAL AOC+ , 1 PR T '--, Lti OWNER PROVIDED SCAN,. CA Cl - • -.-t -- 4 .. ! -...•_!.. , - MIME--' — 0 our,. - _ El '''. -2-:- 0- T __,„, __ . a AI.oocAvymos.4 s4/yrE•4 :,04,4144',.. •141,, ..-T. 0 rn EMS E [ w COLUMN COVERS . J_ . E ceavoerrE4mes.SYSTEM ._.,.._ _-,.. , _n_n_._.,„FLOOR_PoLAiNf. % Fi'°"'01.07.dr rR......... _ _ ,___ _________ E Ismisapplimim '-F --r,- ...15 MC OVERFLOW N.0.1Cy EV0771811,AIA LEED AP g KeA0Ac.a..KA DRIVE ow.,ANNIE MIRE RIChard B Salmon.LEED AP 1E BUILDING ELEVATION SE BUILDING ELEVATION AS 1 ,11r.,.-0, T 0 T?3yVE16,2.% T 0 Tri;,,„„ TEOUESTA BBAT RETLIWI BRIO,NERE -i- Z----: T., - 7 .•''''.-,:,.',, T BRANCH BANK --1-=' T 0 HIGH k. ,E EC . . „-.. ,- n.n n--i, 0 HIGH YY .71- PARAPET i_ -to- __L__________ ' ..I; . PARAPET d_ 101 N US HIGHWAY 1 _ ._ 'EI -T 181 10" .., 1> - TEOUEST A FL • , I ... - I Pr' _ • -: i&i- -F-----, le.-icr . .I _ . VI i 1 . . 7 -1 . III MINI .' 711 123 1937.00 _---:-_--..-1..._..._______. 1 -.-: -T .'" — — ELEVATIONS ia-- • ,,- '. , - , •,- _I 1 _ti-.7. . .T. • 1 ___ .. . .. 1.16.1 4_9211451.ni _ FLOOR PLANr dr . •. . . . FLOOR PLAN 1 •, E . 7 T ',In-. 1G BuiLDiNG ELEVATION II,,,,,.,„,,,,,,, 5G BUILDiNG ELEvAnON AS I Iof•I'll' A5.1 Eummlimmamimame i ALL�"w,12.rs rvENTS!WT .N. crc`51.SE°a�rto ROOF muneROO ws a1Nria i7;:ixE ECIS aNCCE eEOR�.xx.:':Erio FIO'F R LITTLE 1nE0RAu+1Pv ioEC Bu<�EanWEur snOail«wrt O/�WFD uxEs'�AEx�3rLa CRnw�q 5 E • �icrpy way i; -,--- mom-I l t_:_ BB&T -- - �T _ -- __ ` _-- -. -- _ u - iJ ■■mar - _ ._. _ - x- — -' Ir.; = El; - -- -- - - --_— _. _ ■ , - _- - — -- - _—ALL-. _ - --- - - -- --- ------ - - - - --- _ - _ .___ ---� - -�-=- - - -. a� - ---- - - =��=a /��' ,, _, 02 2420:7 Bui !1.....„ - .. - LEGEND ---�; -=. ,' -aEnEscommi cT EveAlart.AIA TEED AP ! ! — ,� 1❑ DWI(VENEER N Richert B Salmon.LEED AP II r T 1 0 EIFB-1 ' f �3 METAL ROOF II9 - - TEOUESTA BB8T L `LJg a gA E OWNER PROVIDED SIGNAGE BRANCH BANK R :-_- - ®� ❑5 GUTTER 101 N US HIGHWAY 1 -_ _- C C AL DOORNVINDOW SYSTEM TEOUESTA.FL 1' _: —. .. - '- --_ __ IFS 3_ _ �7 E - i--- ..e��- -.--- _ J `- _ _ - —----_ �8 COLUMN COVERS 123.1937.00 -o //-- ------��+�� - Q COMPOSITE PANEL SYSTEM abr -- '� O ELEVATIONS _ ���� -_-.---_ 1B MEfAI COPING /—� 11 ROOF LEADER TOR HEAD AND OVERFLOW ----- 12 HEADACHE BAR FOR DRIVE �---- THRU A5.1 • NOTES 1 REFER TO ROOF PUN FL.RONO A O 1E.ATAC4 OROS FOR ROOF"ENETMTKW E�T.�.N�2 ALL PENETRATIONS WEIRSWN ON 1,1 ELEVATIONS SNAll BERMNTED TO MAT.ROOF .E�aRR LITTLE • OWEE COLD.D TtEwEOUWEM.0.4WW.DASNS NEo LOWS REFER REFER TO FLOOR MOREINFORMATION nzu T.O.TOWER_ — — — — — — — 23'-6" FY �, RETURN BRICK HERE T.O. HIGH "( I( _'J 1i :- --�L — — — — — PARAPE_T� L 7 � I ., is �� „ Mil as.2 18'- 10" BB&T - 2 ,o T.O. LOW PARAPET AL • — _ — --- n 1 g 1 • 15'-4" / CJ _ !' r -f-. - 'per.— .. ,.-^.. kEl © _ , 4 El El -_r._r � _�z -_,,_ I ,2 . 2�;. I 8 I _ - - I FLOOR PLAN Ai — 0'-0" • © 0 1 1E BUILDING ELEVATION A5.1 1/8"=1'-0" unsm inmsim T.O.TOWER � 02.242017 No. DEMON DATE �` - s 23'-6" RETURN BRICK HERE — 7 .T� \ T.O. HIGH 10 _'_� LL PARAPET - 1 ae �5 18'- 10" 5 7 3 __� �7 ,1 ----......., � 7 I \�i i z 1 LP.L:" .. __ .. _- _..-.. _ NmLyEwlwl -` - -. BRICK VENEER RbIroFE B S4Mnon.LEER AP gym.N.W O .-.. i 1�! ►FT -__ :•-•.- _ - Eammile ' G AL ROOFTEQUESTA --�� � _r:' •:.•. BRANCH RAMC T^-� �- - - ....... .. '- _ - .. - - - � R PROVIDED SIGNAGE a�+NE _ -"'':.`. _ .-r.,... �_x .� . 4 ---- -4r-. :- E GUTTER +0+N US HIGHWAY+ ... - FLOOR AL DOORIVf"DOW SYSTEM lEOUESTA FL - FL R PLAN E E COLUMN COVERS losoommone 123.1937.00 1Z -_.. -_ _.. - _ ECOMPOSRE PANEL SYSTEM ELEVATIONS HOLD ACCENT +I METAL COPING BRICK#2 FLUSH @, ++ ROOF LEADER CONDUCTOR 1G BUILDING ELEVATION HEAD AND OVERFLOW BANK EQUIPMENT +2 HEADACHE BAR FOR DRIVE A5.1 1/8"=1'-0" THRU A5.1 NOTES S��i�O..ONGLi.�;R6I4�SFORCEotoRia�OOR LITTLE 4 SOUARDSRDi-.DWNTS fNUNES ETC I SMALL ScOR¢Nniv REFER ATCHlOF PUN FOR BOLLARDS WINGS • 0.0 W10.KK SOUCVS SHOWN W�OSWSD LINES REFEiT rUOOM'OR YORE INFOR-NOON wK •. tAc _ _ _ T.O.TOWEIAL -� t,1 . /--1— EQ -EQ - - - - - - 23 LJ r/ I � / T.O. HIGH _� _ '. II dill 10 - - - - PARAPET AL r z ti I i - 10 2 _ - _ 18'- 10" - ��- _ s� i BB&T Cloft ,'Ai,', y, "a'r = 2 Y I . I 1 7. - -® - - -. I1 1 Ii c . �; o a ' ``I ,: 0 __ - 1 �. `-_ i' - FLOOR PLAN 4_ IMMMINEMMINI 0'-0" 6 5E BUILDING ELEVATION A5.1 1l8"=1'-0" misiiii T.O.TOWER dr 0224.2017 23'-6" No. imam imre , 10I EQrilli EQ 5 3 • T.O. HIGH 1F die I / �5_ E`. ' PARAPET A6.2 ,_ 10 2 --- 7 ""�, 6 18'- 10" 2 �,I { e , r 6j ®- �. i ( �tt i ► �rtfj{ I3I3 I I- 1 ^' t -- i 1 : , I _- -- w,� 1� i ._ CJ z -- - .,...._.� "tea '--. 1 LEGEND .....,...-4-4.4 T---71 i �� '- �. . _---- ------------...—._. Nancy Evaman.ALA.LEER AP xt --_ -' .5c 1 �- C BRICK VENEER R¢11aiaB SaMnon.LEED AP 121 I. 1i- - 1 E EIFS-1 c.rm. —g��---R�► I pi a,, _ 7 1 _ I Al / _ — I �, METAL aooF TEGUESTA BBBT F 1 I I s _ C OWNER PROVIDED SIGNAGE BRANCH BANK 1 '.) --_ -__ _"a.-„Y .� M .y- E u GUTTER 101 NUS HIGHWAY �. ?l�' I IDEA TEOUESTA.FL Y I _� - l' �_ =� FLOOR PLAN L AL DOOR/WINDOW SYSTEM •--� --� - _ ' 0 on ❑7 EIFS.1 IMEIRMINIIIIMMillill _- - _.s.,... E COLUMN COVERS 123.1937.00 C COMPoBITE PANEL SYSTEM 1 6 6 ELEVATIONS t0 METAL COPING t11 ROOF LEADER.CONDUCTOR 5G BUILDING ELEVATION HEAD AND OVERFLOW "El HEADACHE BAR FOR DRIVE A5.1 1/8"=1'-0" THRU omiscommi A5.1 SignArt 6225 Old Concord Road Charlotte,NC 28213 P:704.597.9801 F:704.597.9808 _ -_ www.signartsign.com 1013 ID -- • �`,] 13259 t ,. giMiiii I_1 , �` -r _ _,-.1. _ Y BB&TTequesta,FL .t- LOCATION 101 North Hwy One.1 _ _ B�T _ __ Tequesta,FL _ __-tir SALESPERSON r _';-� r'r-----1 �It - EF : �' ml - _r_' _ --- _ — r- - g g _ - ,t -_ �j ` Mit 10/27/16 t�� ,? _ _ -� � 2�- - r �.. __ `tid - -- 1 1 1802/16/17 2 1B 02/21/17 _ --- r- - _ - 3 16 02/28/17 r - _ _ _ - - - _ -- � - - - = B 04/11/17 - ___I___: I_; 4' L _ -I _ 4 J — - - -- - 6 � J�' S -- i I , �� '. _ r y; - F--I' --L ' ill � II , 1— - —I'ir- 1B — I - �—`F= MaiiiiMiiiMEM z - -- = _ _ * - — BB&T equesta FL 13259/Sales/ r S `-i��s-'' -"r` -', - -.1f— ws� ,- •.- , � - I --i�=t.J ti'�-- 13259 ' r, _ = s s y _ •_,— - -1 _ " • _ APPROVED FOR PRODUCTION -r _ _ _ - Approved As Drawn n. Al' r _ - -- - - • - _ Approved As Noted _- _ - _ _. _- '_ _ . - _ .... - - - Revise&Resubmit _ _ Date: - - _ _ _ - - - _ _ _ - - _ Client.: _ - - Sales. PM. NOTICE ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESS ITNERWISENOTED C 2013 SignArt All Rights Reserved. This drawing and the designs.plans.layouts and accompanying information contained herein are th sole property of SignArt and may not be copied.recreated or distnbuted without the express wntten consent of SignArt. Page 1 of 15 INIMMINI 50 Sq Ft 10'-0' '-5" � 1'6 11:11-21:11 SiMINE / /Art 4'olio.Lower Vent - •Debossed• �9.R BB&T Burgundy 6225 Old Concord Road -4•olio.lower vent • 4'olio.Lower Vent Charlotte,NC 28213 § ' BI3&T (ea.end) P:704.597.9801 BB&T Gray F:704.597.9808 www.signartsign.com r-Photo Cell 17 Photo-Cell.Disc switch �� _ MFG label,UL label A I, i 24 Hour Banking —Disc.Switch © "Service this side"all 13259 J installed here(FACES i THE BANK) BB&T Tequesta.FL LFlat Flat Faces Hinge Jr Removable Panel(FACES Opaque'BBBT'2LOCATIONFor Servicing THE BANK) Burgundy 101 North Hwy One,1 Opaque•BBAT' P-510 internal) illuminated r1 lon sign GrayPole Cover Fabncated Y pylon g Tequesta,FL o of Aluminum(NO Exposed Cr) Trans White Fasteners) with 10'clearance SALESPERSON EF Electricity to be run to sign by others Eimiaii 0 10/27/16 CDEEMMEMMEN T 1 JB 02/16/17 2 18 02/21/17 3 18 02/28/17 4 16 04/17/17 5 —Electrical hook-up provision when concealed(below grade) 6 connection is not possible —Finished Grade {) .�Pick-Up replaced kwH H ark k i _._ yA Removable Panel '. �—p W. III, 18 =wt� pie OPTIONAL CUBE �. rsi���, rs��� , BB&T/(equesta,FL 13259/Sales/ Scale:1/4"=1'-0" molvommisi 7Concealed!NEC Comphanti ' 13259 provision provided by sign contractor FOUNDATION �!.� r4, for hook-bp by others 4'-0"deep x 3'-6" Mlo "' APPROVED FOR PRODUCTION 0 across x 3'-6^thru ��� fl �' ei ��E _Approved As Drawn o p Approved As Noted a I Revise&Resubmit Date- 7^x 7^x.250^Steel pole ` x ELECTRICAL DETAIL: a ' x Dent. 0(4)F-117 T12 DHO fluorescent lamps Sales cm Pak Carer--). (i7 U.L approved aluminum ballast trough 1 vole cover PM: H (1)4126-0 120V U.L.approved ballasts 2'-0" I I 2'O" I Q ALT Advance ASB 2040-24-BLTP x NOTICE Diam Diam Q 12)Vertical U.L approved aluminum ALL SIGNS MANUFACTURED w'xeways FOR 120v ELECTRICAL SERVICE it UNLESS OTHERWISE NOTED °I„ III C 2013 SlgnArt.All Rights Reserved. This drawing and the designs,plans,layouts SIGN A Scale.V4'=P-g' and accompanying information contained herein.are the sole pmperty of SignArt and may not be copied,recreated or distnbuted Oty = One (1) OPTIONAL CUBE - without the express wnhen consent of SignArL FOUNDATION SCALE: 1/4" =1'-0" 5'-O^deep x4,6" Page 2 of 15 across x 4'-6'!Wu 60" - BB&T Burgundy SignArt 501/8" Top view 1_.� 6225 Old Concord Road �_� DPV Charlotte,NC 28213 P:704.597.9801 F:704.597.9808 www.signartsign.com I 10810 13259 CUSTOMER O _O64TBUT BUT BB&T Tequesta,FL co r 101 North Hwy One,1 Tequesta,FL I Translucent fabric awning SALESPERSON material: (1)continuous EF piece wrapped around all IlailiCEINI 10/27/16 faces&seamed on the edges 1 25 Sq. Ft. JB 02/16/]1s iao2i28/17 4 16 04/17/17 5 60"cube shaped internally illuminated Aluminum sign cabinet 6 with flex faces on all four sides Cabinet painted BB&T burgundy. 11=11=1111111 JB alliThil Sign lit with white LED's BB&T/requesta,FL 13259/Sales/ 13259 Electricity ••- °-° APPROVED FOR PRODUCTION -�'it--,--_'` ***NOTE: Copy on all 4 sides of cube*** Approved As Drawn Approved As Noted ( t 1T Revise&Resubmit Date ii����ff I ▪ � Client UI�L � _ Sales _ _ _ _ PM _ = l_- —'�: _—a � - _ - —�_� NOTICE + ' — - ;, ALL SIGNS MANUFACTURED j _ - _ _ FOR 120v ELECTRICAL SERVICE _ I _y_. — - UNLESS OTHERWISE NOTED !'!-' ▪ .. r lam! Z.2013 SignArt.All Rights Reserved. " _ - - - This drawing and the designs,plans.layouts -.. -- '—� _ ' accompanying information contained and SIGN B = = herein are the sale property of SignArt and may not be copied.recreated or distnbuted Qty = One(1) without the express written consent of SCALE: 1/2" =1'-0" SgnAt Page 3 of 15 T.O. TOWER _...__.-. SignArt sE;�, — — — — 23� - 6" A5.26225 Old Concord Road I ' 1 " ' Charlotte,NC 28213 _ ' P:704.597.9801 rn \7,,,•,..).-,\ :lALw ;i+4_La� I y HSS5x3x'EJ3 4 3_G° F:704.597.9808 -= �- www.signartsign.com i m 13 T.O. HIGH r� . ���3s, ,.>s.:,, I -�E.�� ' 'Ye — PARAPET '` •:,.1.,.-,-„.-...-.!:.,..'.,!.-:.:t:. ) r n till IilMMIlNi 1+ f ' .1 ^.{\, '"11P2 BB&T Tequesta,FL • .:;.,,,,,,...:,,..,it :�` rem+Y Il,:'.,,,,,.. 101 North Hwy One,I • BINia T.O. LOW PARAPET " "/ f--- Tequesta,FL Co �=; y' 1� --'t}I'S x1�cT/4 x5 C° —J I I T 1 o S `� cC lf3y 9: .c G , '! ;' 15 - 4 \ HANGERS(�L-G"EA.'W Y SALESPERSON . _ _ WELDED ALL AROUNC TO EF • i 3D , 1 s'r_3.: _.-' ----..,--.+ i!SS TUBES ABOVE.G.C. BIZZ IEINNEMEN • \ 1 `liS 1, rt. uR r.o c1z1.In -r i VERIFY WITH SIGN SLPPLIER 10/27/16 A5.2 / 1 ' ! ;bt�ch rstiGA.� Alfn# r..Tl:y PRIOR.TO FABRICATION. �/ 1 1 T` s PIHT I H D FOR 1,IS+•.1E, H. %r1.L ' r 1 1B 02/16/17 ` I-r ; Kea�T ,Fi:3n b!Q H=�3FOi �S#E (T 'ICI«..^:f z.sr,,l uA 7....f. *-__,_. 2 JB 02/21/17 eN �I ',..= .-----___.--._ _- --_- — -COPE END OF ALLC_IRVED 3 JEI02/28/17 o \ z!�� • TUBES SIN,TO 4E155.2 5 JB 04/11/17 CV -' I 1 1 6 1 i 1 l 1 1 �r,. I , ' ri 16 ~i i l l I. I rilEallill BB&T/Tequesta,FL 13259/Sales/ i i I \ l , I , r•1 •, � 1: _ 13259 ' T1 APPROVED FOR PRODUCTION ' 1 1 1 / k. O " /. I}Y4 _ K sc :Approved As Drawn Approved As Noted ,1 i r I ,I , 1 ,,,, rex. •-• �.: Revise&Resubmit 1 1 Date. l i ` �\ ,� Client. 5G � I , 1 I » "�i.r �1 .2�, Sales: \ ' PM. A3.2 I i I� ,j i �" SF:—131 F.LY.:..5,•S ;r ' I FLOOR PLAN NOTICE ' LiALL SIGNS MANUFACTURED O' - O" FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED 5D SECTION -TOWER C2013SgnArt All Rights Reserved. A5.2 1/4"= 1'-0" Thrs drawmg the ,oleos, SIGN B and accompandarrying irdortnatrondesgns containedlayouts herein.are the sole property of*Art and may not be copied,recreated or distnbulod Qty = One(1) without the express wntten consent of SignArL SCALE: 1/2" =1'-0" Page 4 of 15 I so" 1 2 U " I SignArt 101/B"i [101/8" 1.1/0'i I I G 37 3/4" l ,--1"SQ Alum Tube Stiffener I II 1 (1 in each corner) 6225 Old Concord Road _ Translucent fabric awning e _ 2"x 1"Alum Tube Frame Charlotte,NC 28213 material: (1)continuous .— F:704.597.9808 Blue is 1"5Q Alum Tube piece wrapped around all O Inner frame to hold LED Panels O www.signartsign.com Access Panel Detail loe to faces&seamed on the edges R7-0 x1a AW guess W"M ® Red is 1"SQ Alum Tube to x1°°°"the 0a0on o o°e 13259 create pocket for Mounting See betel tor nu:nrondrat CUSTOMER ® ® Tubes. tM�or _ ... BB&TTequesta.FL ezz 01.3.9 r ® Top&Bottom Panels are Ww 101 North Hwy One,1 aw� + Tequesta,FL ��� 090 Alum,painted White on t both sides. Each has(2)5" !•---��� SALESPERSON _ ..: _ up/down-lighting fixtures. 0 °'.".4".' `45.. — _ Top has(4)vents. REMOVABLE PANEL ATTACHED TO EF ALAI FAB LIGHT BERTH w/ r, • Bottom has 24"x 24"access panel SAFETY CABLE i _ 10/27/16 REVISIONS ***NOTE: Copy on all 4 sides of cube*** 1 11302/16/17 TOP VIEW BOTTOM VIEW 2 1B 02/21/17 .--24' Q Alum Mounting Tubes 4 18 04/1 77/1 7 (from ceiling-provided by GC) 5 60" ( 6 CIMBEMIIMII 39 3/4" 18 HI FILE PATH 313/4" I 39 3/4" BB&T/Tequesta,FL 13259/Sales/ 13259 I i i ? APPROVED FOR PRODUCTION �- r i 48 1. _ 1/ r 10" 10" 10" I 1 Approved As Drawn I - —I Approved As Noted , [ p p Revise&Resubmit Four(4)white recoat panels Date i I [ [ [ ' w/GE Tetra Warm White LED Client - j r r L [ powerstrips(total of 16 per face). Sales IL Il PM ciei sm I a NOTICE L C { [ ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE r UNLESS()THERM E N'TED rS:2013 SignArt All Rlghls Reserved. I I I i This drawing and the designs.plans,layouts SIGN B I I I and accompanying nrfo mahon contained herein.are the sole property of SignArt and 11 r: _ may not be copied,recreated or distnbuted Qty = One (1) I without the express wntten consent of SCALE: 1/2" =1'-0" smart Page 5of15 5,_0. SignArt _———————— 6225 Old Concord Road —— ———— Charlotte,NC 28213 =�_ ____ P:704.591.9801 F:704.597.9808 i www.signartsign.com I r Primary elec.exit I I ----------- I I JOB ID 13259 ' Finished ceiling— \ CUSTOMER BBBT Tequesta.FL _ LOCATIDR b 101 North Hwy One,1 1. 2'Sq Steel Mounting Tubes Tequesta,FL (4 total)Provided 8 Installed i By GC SALESPERSON 3'6'dc EF ISSUE DATE 44 4 vr, 10/27/16 `` REVISIONS 1 1 16 02/16/17 I I 2 18 02/21/17 3 18 02/28/17 4 113 04/17/17 5 YV 4 Huvvo 6 i DESIGNER . 1'Alum Tube Rails to 18 I .. create pocket for 2'Mounting BBBT/Te uesta,FL 13259/Sales/ Tubes,secured w/3/8"rod. q (4 total). 13259 APPROVED FOR PRODUCTION "' _Approved As Drawn Approved As Noted i ! Revise 8 Resubmit 1 i Date Client. Sales I i PM. NOTICE I ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE Li �] f 1 UNLESS OTHERWI ENITED _ t 2013 S mkt.All Fights Reserved. This drawing and the designs.plans,layouts SIGN B FRONT&BACK and accompanying information contained LEFT&RIGHT herein.are the sok property of SignArt and VIEW VIEW may not be copied.recreated or d stnbuted Qty = One(1) wdtwutthe express wntten consent of SignArt. SCALE: 1/2" =1'-0" Page 6 of 15 SignAJrt 95 1/2" i - BB&T Burgundy 6225 Old Concord Road I Charlotte,NC 28213 (15" P:704.597.9801� � F:.signa 7 ign.cIs White wwwsignartsign.com O Thl toomo rID 13259Mr BB&T Tequesta,FL LDCATION 9808 101 North Hwy One,1 Tequesta,FL _L___ r SALESPERSON L19"89 Sq. Ft. (each) EF 10/27/16 LL_30 Individually illuminated letters fabricated of aluminum. 61 .al a m,•.1—— 3mm white Signabond Lite backs(or.080"thk.aluminum). 1 18 02/16/17 5"deep x.050"thk.retums(stapled to backs)painted BB&T burgundy. 2 JB 02/21/17 Faces of.177"thk.7328 white acrylic with 1"std.burgundy Jewelite trim. 3 JB 02/28l17 Internal illumination by GE TetraMAX white LED modules and GE 12 volt Disc. Disc.It& Disc. 4 1B 04/17/17 Switch Switch Switch 5 power supplies located within each letter(per layouts provided). 6 Disconnect switch located on each letter. Each unit to have it's own disconnect switch All electrical exits to line up horizontally.All wiring U.L.approved. IMMEN11111111. 18 Letters mount flush to fascia via threaded studs. 5" BB&T/Fequesta,FL 13259/Sales/ } 13259 0.050"thk.aluminum retum Q APPROVED FOR PRODUCTION re,ti.:, � - ---- a .,,; -ma� -.� .* 0 1"Jewelite trim © j r_'- -Approved As Drawn `R O ��_— Approved As Noted g gi I. ) ..,. ©.177"thk.7328 white acrylic Ili Revise&Resubmd r *) g ®GE TetraMAX white LED modules*Q Date: Clieot: w g` sc[‘f $ cter ' <. ©GEPS12-60U•NA power supply* I -0 Sales fl 1� 1„ . ". * 1. j� nam PM. 1• - ( 0 3'LiquidTight flexible conduit I' 1 I... `'+_e' 9 per each electrical exit 9 ,.• ( '� �, NOTICE �,.,,,� „p� w 0 3/8"x 12'threaded rod,nuts, `'�" '° `"'r""' and washers ! ALL SIGNS MANUFACTURED 0 3/8"nutserts ;I FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED © I *Per layouts provided by GE c 2013 SignArt.All Rights Reserved. ,I O This drawing and the designs.plans,layouts _ and accompanying information contained SIGN C D Install Kit Items: ©© herein.are the sole property of SignArt and 9 may not be copied,recreated or distributed Q}, = TVVO /�� without the express written consent of �t99 l END VIEW SignArt SCALE: 1/2" =1'-0" Page 7 of 15 25 Sq. Ft. StgnArt 6225 Old Concord Road -- Chadatte,NC28213 I'-_ -i- P:704.597.9801 - "- -I y' _ www.signartsign.com F:704.597.9808 -=t E � �i��� ;, signartsign. �_.; �,.,, i i � JOB ID i' -- _ �� T IJrALf -= 13259 _ r BB&TTequesta,FL LOCATION - M--+" r! ' : 101 North Hwy One,1 _ ! �, - - - { Tequesta.FL ;� �`- -` - - __ r- - PERSON e,-tea:c azr�,..,s-rwiAnru Gt 0,, 1 �— • SALESPERSON .Y - EF 10/27/16 1 18 02/16/17 2 1B 02/21/17 3 1B 02/28/17 /'� /A. ' \\\\\ • \ /�.30 5 16 04/17/11 LL-30 ��� • ---_ _� ! IN _ � 6 _ _-1 __�I - � ...�= --- -= C = I —= i o y 1B -- ------- --- _—_—_— = r I z: •, ��._ BB&T/Tequesta,FL 13259/Sales/ .. _-,__..-t:-7-.z--:-:-.-5-'-ti _ 3259 -- i -__ _ ,.�._ �111 PROVED FOR PRODUCTION _ - - =_-- -- , .,. -- __ ----- 7 o,. a iiii �l. --- �. . �i I _ Approved As Drawn Approved As Noted Revise&Resubmit O .. _... Date: Client: -w__. 19.89 Sq. Ft. 19.89 Sq. Ft. Sales PM NOTICE ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED C 2013 SgnArL All Rats Reserved. This dravnng and the designs,plans,layouts and accompanying ndormabon contamed are sole property of SignArt and SIGN B�C�D meay not be oped recreated ordsbbu d without the express wntten consent of SignArt. Page 8 of 15 MINEMINIIMMII - BB&T Burgundy SignArt i BB&T Gray 6225 Old Concord Road SIGN E SIGN F-1 Charlotte,sisao113 White F:704.597.9808 www.signartsign.com 10B ID 2'-6" 3" 3" 13259 CUSTOMER BUT Tequesta,FL N- ATM T LOCATION 7 ENTER � E ENTER 4 — Mil 101 North Hwy One 1 N- DRIVE-THRU T Tequesta,FL la Side A Side B Side A ' Side B SALESPERSON EF IMEEMIMMEi 6-3 10/27/16 I 3'x3'AIum.Tube 1 31(3"AIum.Tube— I N z:, 1 JB 02/16/17 2 18 02/21/17 3 18 02/28/17 Model: Model: 4 JB 04/17/17 19-1030 119-1030 5 6 EMMEMili 18 tiMiti 3? co BB&T/requesta.FL 13259/Sales/ r - 13259 APPROVED FOR PRODUCTION Approved As Drawn Approved As Noted L _ _ L _ Revise&Resubmit 9" I—� 9" —I Date. Cben1. Diam. D1am. Sales PM NOTICE QTY (2) D-1030 DF Non-Illuminated directional QTY (1) D-1030 DF Non-Illuminated directional ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED - • c 2013 SignArt.All Rights Reserved. This dravnng and the designs,plans,layouts and accompanying udormabon contained SIGN E SIGN F herein.are the sole property of SignArt and may not be copied,recreated or distnbuted Qty = Two (2) Qty = Three(3) without the express SignArt en consent of SCALE: 3/4" =1'-0" SCALE:3/4" =1'-0" Page 9 of 15 SIGN F-2 - BB&T Burgundy SignArt J BB&T Gray 6225 Old Concord Road Charlotte,NC 28213 White P:704.597.9801 ATM ATM F F:704.597.9808 N DRIVE-THRU DRIVE-THRU F SIGN F-3 www.signartsign.com lOB tO Side A Side B 3" 13259 ERIMEMMMEN BB&T Tequesta,FL I Tx3"Alum.Tube E ATM ' ' oni 101 North Hwy One;1 DRIVE-THRU Tequesta,FL SALESPERSON Model: Side A E 0-1030 _ _ _ _ _ 10/27/16 1 3"x3"Alum Tube EIMITM1 1 18 02/16/17 2 1B 02/21/17 3 1B 02/28/17 Model: 4 JB 04/17/17 p—1030 6 KMOBEral 16 MEMEMEMEMMI BB&T/Tequesta,FL 13259/Sales/ 13259 j APPROVED FOR PRODUCTION Approved As Drawn QTY (1) D-1030 DF Non-Illuminated directional I Approved As Noted I Revise&Resubmit Date Client. Sales- PM NOTICE QTY (1) D-1030 SF Non-Illuminated directional ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESSiTNERW ENOTED ©2013 SignArt.All Rights Reserved. This drawing and the desgns,plans,layouts and accompanying information contained SIGN F C o nt'd herein.are the sole property of SignArt and may not be copied.recreated or distnbuted Qty = Three(3) without the express widten consent of SignArt SCALE: 3/4' =1 -0 Page 10 of 15 SignArt - BB&T Burgundy 6225 Old Concord Road Charlotte,NC 28213 White P:704.597.9801 F:704.597.9808 www.signartsign.com !OR ID 13259 CUSTOMER 2,_O a BB&TTequesta,FL LOCATION 101 North Hwy One,1 Tequesta,FL SALESPERSON EF ONMEMEM LEARANCE 10/21'16 : T B D EMIEMEMEi 21 1BJB02/202/16/171/17 3 JB 02/28/17 4 1B 04/17/17 5 6 CS-24 EzEam 1B BB&T/Tequesta,FL 13259/Sales/ 13259 .080 Flat aluminum panels finished in acrylic urethane enamel to match BB&T corporate burgundy APPROVED FOR PRODUCTION or white. Copy of high performance 3M white or burgundy vinyl. Panels mounted flush. Approved AsN Drawn Revise&Resubmit Date Client. Sales PM NOTICE ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESSOT ERWISENITED 2013 SignArL AN Rats Reserved. This drawing and the designs,plans,layouts and accompanying information contained SIGNG herein.are the sale property of SignArt and may not be copied,recreated or distnbuted Qtx = Two (2) without the express wntten consent of cJ / SignArt SCALE: 3" =1'-0" Page 11 of 15 - SignArt BB&T gray 6225 Old Concord Road Charlotte,NC 28213 I 12„ P:704.597.9801 F:704.597.9808 www.signartsign.com 125 Aluminum JOB iD co PARKING BY i panel bolted to DISABLED 2`square tube. L 13259 PERMIT ONLY r T t 25 Aluminum BB&T Tequesta,FL FINE s250 MAX panel bolted to 11331111111 r 101 North H VAN 2"square tube wy One,1 cn ACCESSIBLE —_.125 Aluminum Tequesta,FL panel bolted to SALESPERSON 2"square tube. EF 10/27/16 6.) 2"Aluminum r Square tube 1 16 02/16/17 Finished to match BB&T gray 2 113 02/21/17 3 JB 02/28/17 4 113 04/17/17 5 0 6 ti 1B BB&T/Tequesta.FL 13259/Sales/ 13259 APPROVED FOR PRODUCTION Approved As Drawn Approved As Noted Revise&Resubmit Single Face w/ Date _ "Van Accessible" calm Location TBD Sales. PM NOTICE FLORIDA ALL SIGNS MANUFACTURED Handicap Sign FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED C 2013 SignArt.AB Rights Reserved. This drawing and the designs,plans.layouts and accompanying irdormabon contained SIGN H herein,are the sok property of SignArt and may not be copied,recreated or distributed Qty — One (1) without the express written consent of I SignArL SCALE: 1/2" =1'-0" Scale:'h°=1'-0" Diam. Page 12 of 15 1-----30"--1 SignArt BB&T gray 6225 Old Concord Road s -,0 pi Charlotte,NC 28213 ~� M P:704.597.980 F:704.597.9808 www.signartsign.com i ! 1oR io II-----30" 13259 er . ........, � BB&T Tequesta,FL „:, LOCATION I 101 North Hwy One,1 Tequesta, STOP SALESPER FL 0 � SALESPERSON ONLY i EF itiPICEMMI 1o/z7n6 • ,„. REED 1 113 02/16/17 `-n i 2 16 02/21/17 1 3 18 02/28/17 1 ( I f 4 16 04/17/17 1 i 5 I • j i 6 • • ERMIEMiii One(1)30"stop sign and � Three(3)30"stop signs mounted i right tum only sign one 3" ; to 3"square tube poles painted BB&T gray II MEINIMIIII • square tube pole painted BB&T gray and mounted directly in ground. BB&T/Tequesta.FL 13259/Sales/ = and mounted directly in ground. „ 13259 00 ; w APPROVED FOR PRODUCTION Bottom of sign to be 84" rawn Bottom of lowest sign to be 84" from ground Approved As N i Approved As Noted i from ground Revise&Resubmit I Date i • Client i Sales PM NOTICE ALL SIGNS MANUFACTURED I . j • FOR 120v ELECTRICAL SERVICE I i UNLESS OTHERWISE NOTED C 2013 SignArL All Rights Reserved. This drawing and the designs,plans.layouts and accompanying information contained SIGN I N SIGN 1 N herein.are the sale property of SignAd and may not be copied.recreated or distnbuted Qty = One (1) city = Three(3) without the expreess i wren consent of SCALE: 1/2" =1'-0" I SCALE: 1/2" =1'-0" Page 13 of 15 SignArt BB&T Gray 6225 Old Concord Road Charlotte,NC 28213 P:704.597.9801 F:704.597.9808 Side 1 Side 2 www.signartsign.com 30" 111 r 30 13259 EgainE I I , BB&T Tequesta,FL DO NOT 101N Do Not STOP 101 North Hwy One,1 Enter Stop !— c o Tequesta,FL M M ENTERDOT style panel SALESPERSON fabricated of alum. EF 10/27/16 EMEZEINME 1 1B 02/16/17 2 1B 02/21/17 3 16 02/28/17 i 4 16 04/17/17 5 'v 6 0 18 tiriBEMIMIMIIMM BB&T/Fequesta,FL 13259/Sales/ 13259 — 3"x 3" Aluminum APPROVED FOR PRODUCTION Square tube -Approved As Drawn Finished to match .125 Aluminum Stop and Do Not Enter panels Approved As Noted BB&T gray painted white reflective Revise&Resubmit Date. with first surface reflective red graphics Client bolted to 3"square tube pole painted Sales BB&T gray PM NOTICE ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED C 2013 SOAR All Rights Reserved. This drawing and the designs,plans,layouts 0 and accompanying information contained SIGN K N herein.an:the sole pmperiy of Sirkt and Qty = Five (5) _ may not ttheopredswn recreated tencosintled without the egress written consent of SignArt. SCALE: 1/2" =1'-0" y„ Page 14 of 15 Diam 11 \ i ! \•:r I 4.4. : -. - - , r AC 6225 Old Concord Road I 1 Mr �l �,�%3.475910.0 1 EASEMENT Charlotte,NC 28213 f / AMMO - IGNeisv aet AeRT TO REAL P:704.591.9801 f �� . , 4 air sss�a>w '*' b ,, 2'S46 vnvw 704.597.9808 g artsiga orn t-., •I! >tr K4 K3� _- - — --- ------ t 108 ID ZEMMi E�r�,�;,, ` `�'� y,�K2 _ - -- - _ - -- �-E-�'1 r J 3 13259 ♦,r 11r1 - r �r BB&T Te uesta.FL E i� \ r g, a.r-•u..r _ a.-_ •3 a. ���5�� � r r T� :3't'r�. A r 101 North Hwy One.l O �g8 . 1 y R� Tequesta,FL K . N. i fir' � -w (� 1.1 ' C3� a '� ' "� LA� 1 I w EF K� _ . F� ti . x „i R3.0' T � R3.0' , 10/27/16 I i gt (..". o , � r Itii.4 �� #151 ' 88&T 8/00 ' !a 1 1B02/16/17 . 0 3,008 SF • �'�': 2 1B 02/21/17 ,, M it I I.E.= 2,5' � 3 1802/28/17 mall 1 11 r �-14.00,-* ,r 5 18 04/17/17 ill` IS ag 6t+ 4:4/410.4019 �--I�Q T`I L+ : vur k s r' - �.+ ' `, L.....4.s.:\I"Y "� � LOT 1 16 . ■ ♦ 2b 0'iI ' t. ( �lllil I ll lllrl „` lik r D F3,1 11 1 r BB&T/Tequesta,FL 13259/Sales/ ( cl 41111,-1 4�I�itill�li �; n� � __ __ _ � PRODUCTION t I iliai �iw�i.i::o � ::j.�. ,� '. ___. -_� .. � � �..s-- — -- -- -- -- -- -— — — r _ 13259 APPROVED FOR PRO 1 -tit' i D •, NM" UMW � r - �► � r � , Approved As Drawn �` ,�,� �- -. -- -- -- _ ;�6�00� + - Approved As Noted ,l Vj ��'-,•�. �) LI 7T'1Li.TT- i-" r �� -_i r Revue&Resubmit 1.1'`` .r''� �' 4, t Date ( , I•i'�'Vim ' 7 ` i Client: lll�l�l � ' t iiiii V7 � Sales 11�1r1.1 — PM 11t1111 R25.0'Railr11,1111 I NOTICE 1(:1111 ers'7 ALL SIGNS MANUFACTURED r FOR 120v ELECTRICAL SERVICE ill � � Iy,4 TERI4'4 Y. ROAD (CO. k, it) iv'Ti ,- UNLESS OTHFRWISF NOTED 5.2013 SignArt All Rights Reserved. ITN 1 111111 i 1 This drawing and the designs,plans,layouts 111111.!: and accompanying information contained 1it1..• herein.are the sale property of SignAd and �� 11 may not be copied.recreated or distnbuted 11('lpi� I wrhoutthe express written consent at �1•r,l� SignArl III' ---- - - - - - ---- - - Page 15 of 15 FOR .. BRANCH BANKING AND TRUST COMPANY Ba ER: y- - • C/O PO BOX 167 COMPLIANCE PO BOX 1 67 WINSTON SALEM EM NC 27702 0167 ARCHITECT: . ..... WINSTON SALEM NC 27102 0167 LITTLE 1 ��M 5815 WESTPARK DRIVE CHARLOTTE, NC 28217 2 = ,.,.. _ RICHARD B. SALMON, LEED AP BD+C a ` a PH: (704)561-3407 (T) ° ,.^" i SURVEYOR PROJECT: ALTAMAX SURVEYING 910 BELLE AVE. SUITE 1140 . CASSELBERRY, FL 32708 NORTHI \ w vTa r v y r v via ROBERT C. JOHNSON PSM 5551 PROJECT LOCATION MAP 1 1 11 l-\ 1 SANK 1 11--4,Q I I 1-9 S II A PH: (407) 677-0200 N.T.S. 1 _L 111 �J ..II AA JL ddd ���11 LICENSED BUSINESS NO. 7833 101 N US HIGHWAY 1 - BANK BRANCH LOT 1 CIVIL ENGINEER H & T CONSULTANTS, INC. TEQUESTA FLORIDA 33469 STA OLD KINGS ROAD SOUTH, SUITE 1007 '' JACKSON VILLE FLORIDA 32257 0 .. � STCKSONNLEY HILL, PE ^ u ^Q 0 1 PH: (904)419-1001 FAX: 904-419-1004 LANDSCAPE ARCHITECT ° A & K LAND PLANNING & DESIGN, INC. -., PARCEL CONTROL NO.: 60-43-40-30-00-004-0031 2627 SUNRISE RIDGE LANE, a2 JACKSONVILLE, FLORIDA 32217 • iii DESCRIPTION: KRIS REED, RLA ^ "�- PH:(904)476-9692 _ 3 LEG,DEscRIPnoN a wrymi LOT 1.TEOUESTA AT WATERWAY .. -,, A PORTON OF GOVERMENT LOT 4,LYING EAST CC U.S.HIGHWAY NO.1.SECTION 30, INDEX OF DRAWINGS C"' O � _ AOY 41, TOWNSHIP 40 SOUTH.RAN 43 EAST,PALM BEACH COUNTY,FLORIDA,BEING MORE ■ CI WN G PARTICULARLY DESCRIBED AS FOLLOWS: O.C ^ '0' 4- ' , CIVIC BEGIN AT THE INTERSECTION Cf THE EAST RIGHT OF WAY UNE OF U.S.HIGHWAY NO.1, P.,/ 7 ...' BEING 60 FEET EAST OF THE CENTERLINE OF U.S.HIGHWAY NO.1,WITH THE NORTH LINE COVER COVER SHEET Y _ OF SAID GOVERNMENT LOT 4;THENCE RUN S8955'42-E,ALONG SAID NORTH UNE GE , GOVERNMENT LOT 4,A DISTANCE OF 245.55 FEET:THENCE 50094'10TE A DISTANCE OF SURVEY BOUNDARY & TOPOGRAPHIC SURVEY - 121.89 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER SAID OFFICIAL RECORDS BOOK 1913.PAGE 1772:THENCE S8954'38'W ALONG SAD NORTH RIGHT OF WAY C-1 GENERAL NOTES NORTH UNE,A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER CE RIGHT OF WAY DESCRIBED IN OFFICIAL RECORDS BOOK 5994.PAGE 289.PUBLIC RECORDS OF PAIN C-2 OVERALL SITE PLAN PROJECT VICINITY MAP BEACH COUNTY.FLORIDA;THENCE RUN N4391'45'W ALONG THE NORTHEASTERLY UNE OF N.T.S. SAID RIGHT OF WAY IN BOOK 5994.PAGE 289,A DISTANCE OF 51.20 FEET TO THE EAST C-3 DEMOLITION PLAN RIGHT OF WAY LINE OF U.S.HIGHWAY NO.1,BEING 51.00 FEET EAST OF THE CENTERLNE OF U.S.HIGHWAY NO.1;THENCE N0358'33"E ALONG SAID EAST RIGHT OF WAY UNE,A C-4 SITE PLAN (BB&T BANK) DISTAN58955'42T ALONG B OF 85.34 NDT TO NORTHEUNE,RA DIID NORTH UNE STANCE OF 902FFEET TONTHETPOI T OF C-5 PAVING & GEOMETRY PLAN BEGINNING. C-6 GRADING & DRAINAGE PLAN CONTAINS 30.952 SQUARE FEET OR 0.7108 ACRES,MORE OR LESS. C-7 UTILITIES PLAN C-8 SIGNING AND PAVEMENT MARKING PLAN C-9 SITE DETAILS C-10 DRAINAGE DETAILS C-10A DRAINAGE DETAILS - STORMTECH C-11 UTILITIES DETAILS C-12 STORMWATER POLLUTION PREVENTION PLAN (SWPP) C-13 EROSION AND SEDIMENT CONTROL PLAN C-14 EROSION AND SEDIMENT CONTROL DETAILS C-15 TRUCK MANEUVERING PLAN LANDSCAPE PREPARED BY: L-1 TREE & SHRUB PROTECTION PLAN L-2 LANDSCAPE PLAN F l\ T NCO ESA PT A TS I C° L-3 LANDSCAPE DETAILS • 1 AID\�`I 'vl L Aft\VI lf�\�I L-4 IRRIGAl10N PLAN 9 L-5 IRRIGATION DETAILS PLANNING-ENGINEERING ARCHITFCTURAI DE.1 DUMPSTER SCREEN DETAILS 9310 OLD KINGS ROAD SOUTH,SUITE 1001 ELECTRIC - JACKSONVILLE, FLORIDA 32257 E-1.1A PHOTOMETRIC PLAN TELEPHONE (904)419-1001, FAX(904)419-1004 E-1.2 LIGHTING SCHEDULE EL DATE: NOVEMBER 2016 BOUNDARY & TOPOGRAPHIC S UR VE Y VICINITY MAP(Not to Scale) LEGEND 1 0 -AM YAKUT.E ! .. I , � ...W,.E° M,a Baxctav�eE jz E'-- \ NOT PLATTED . /III w 11 1 OWNER:DDR SOUTHEAST TEQUESTA LLC \ �� SITE mnww ,I [ a A N,:2, PARCEft.60-43-40-30-00-009-0050 \ COVERNmENT LOT 3 Il9 N+ a.a„.me PE m.w umc.F..ce :". \I g I _, 'Y i a' ORB x469x.PG J6PT N I a a %- I() a M.w LINE BEARING DISTANCE ax. _ Dmnw.I.Pe� \ , ...• 114 . LI 589'S5'4YE 9.02'(R) \\\® `i` / Q iIi1, , _ S89'55'2YE 9.06' N) m as..4x a�6 ym ...a \ ® ' C rr: CO T "W'•O - a�` ��AvsTs 589'S547E'40088'(M Ares c. ^°.�`� •�' �-I w Jv" '4t*. `-'- A _ 589 S5-41 E--7E157M- � , ---.3- rwi-- =3: a M. �_ TREE CHART .se .wmm Nmx cuwro„ 7. ti f;'" a .7r 1, `� y � ;�•" 1©1�!©11�1im, N m ro aN r. • ..„ , „- e m e x F' I Y °' m. 1 �.� v <',,,.,k 't-i.02.�I TI I •I • 4w-, $U n x-311 6 Po i�c °c �I K ..o v'�xn ti'�'"'"^ l - .emn s _ p?� a= y �-� ,_ E iw r u w, re gam mo O _«�- `� MOT PLATTED r • I 3 NC 6 •• ]rPo3 IP emorT Y *'. •m u a oWNex 66:r IS.To `i SO,FT II' w.w � �-d,""TM,,,`E 2I � E 1 1N PARCETJ:90-49-IO-JO-00-0W-003x 7o .,F #� I p rF+ . Ni.' • +`} r e .1) ,(� �Ns a. GOVERNMENT LOT 4 4 « J 4 >¢ S A9E _"u 465 2-6 • g L.ALL,I L. imet Pm w .6...0e.Tu $I * �� ®� _ II.• •3•"•%,_, 3 GRAPHIC SCALE ,TM I .. a STORYry �t t 11,40......... 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WI N U.S. HighwayI �,••� y - o GWA #t' 1e 'l& 1913 PAGE IT2 RUN 5Bs3.'36•w ALCHG SAD NORTH RIGHT OF WAY NNE A DISTANCE OF 37150 Tequeata, FL 3346 q q V. `A• FEET RENGE N 'W of 31.0 FEET ro AFORESAD EA5T RIGHT Of WAY UNE OF 8 V,'>�IS.3imtis ,s: i .1117. ao nMWAY Rio.I BENGASI FEET EAST OF TIE CENTERUNE OF U.S.HIGHWAY NO I.MENGE ALONG \ J ITeR N ` _ 1e ISJ , i SAID EAST PoDIIT Cf WAY LYE OF U.S.HIGHWAY NO..I. UN N0330'3TE.A DISTANCE OF 05.34 FEET: jT■ Lus ..R{E I '.R� Tlda Rux sBIrSB'31•E A DIsrAx�GF 9 Dz FEET ro THE PaxT GF emxNNc Job Information ■ ` • 14 -. ' *.:Px A,.. ,... r.. 'j,l JOB NO.901605 A yl�� 16b1I xR 1 » ,'.� GENERAL SURVEY NOTES: cF No.PIBc3o-4o-43 L ,µ,M " LSA FIELD OATS 09-15-2016 I� 6 PS _ IEJAF STItlKDME BA=PI THE MONWENT9 EAST RIGHT OF WAY U E OF U.S.MONISM NO.I: SCALE, VARIES 1TY 0 . %// l< v„e,(�) ••I• 'A��I WML ROM MY.�.3A. PER ORItlLL PEWIID BOON meat.PAGE DUI.PUBLIC RECORDS OF PAW EMI BRAWN By. PJT Ammer E0.99 •1a.e A3 r.l EEa /i/�N "B ® 7 PS %I ,- THIS SURVEY REFLECTS 0.Y MATTERS CF REXam As FRONDED BY THE CLIENT OR CLIENTS . e ,� j� `WAS M DE THE N N ETA ,,.Y 3. M ND UTUTES SHONN HAVE BEEN LOCATED Revisions IMB FROM Flm SURREY INFORMATION AND E'J051Mc OFA.rvGS THE SURVEYOR MAN¢NO GUARANTEE THAT Date: OescnPEion 139. • UNDERGROUND UITUES SHOE M.D.ALL 91W U113TES IN D.AREA EITHER IN SERVICE OR • •I.w y3A • • . • LOCATED AS /� 4... 6A I Is.. W w,c GPM(M) mute�.0 AB LIVE ED.THE SURVEYOR HITHER DOES NOT WARRANT THAT I E UND.O WND UTLITES SHOW 1}Af Am ARE IRA�GUGU TiE ENACT p�uE F IOU IMFOR AnwD:vuAME,TIE aRYVm:wTIIBA.5 NOTTPPHYSICALLY LOCATED • AYAl1.T E • • . ° • . / . T n . - s 4 5TE LIES IN ZONE M BASED ON i1.0D0 E CF S INSURANCE RAZE MAP x0.tIOxIBOWIS NW¢6 - �� 8. DNS TL016DA AND NANNG AN ED ON PE GATE ON ANCEERATE 3O HI. NM 32 0 • TNf -<� 55. OR NA.TO ANT PLAN SSTAATTUT CHATTER 471025, DRANING.1. A1pI A SURVEYOR NE 3.All AlLICENSEDNO X Ms ._�..�-. s-v- / n O�ERFOIFYi11AAlR IMCH TO MMCC NS 1£1 0NG5CO.RiI�CE INTERPRETATION SPEOAIION E z.THT OR Tff UNABLE ro • x THEREOF. ` J / 66.THIS SURREY u DITHGUT BENEFIT Cf COMw1MENT FOR DILE CR SEAR.OF PUBUC RECORDS • T 4MFN15 AND/OR MO MBRANCES THAT MAY AFFECT THIS PROPERTY v -11.64 / 1 ARE 3 BY AN NATIONAL LEARN RESURVEY.x U]OE®NG 16.97 FEET. x I`,`• Altama p Surveying NAYO 66>.P B ED BY NATDN EDETX SURVEY. • ,� �Ae ,�i.'.VnV, 910 Bee Suite 1140 Ca6,elberTy,FL 32708 3 / I /�v' �v Gt.a p'= SLSEA L.`AC'1 lleanae0 BueineuTTND.]633 • TJ, 16.A f., .. S a -0200 � `.tvdwww.011amO.eu .9 PS • E Prepared for: .,. ,�,E,e •,�-------- .4:� - _ ry Branch Banking Trust '❑ Robert C.Johnson PSM555T Ts.l..w.Trvrr..........aaY.aa++....a.n....9.�.m...,a w M.P.,..... \\ DETAIL AREA I+....+wesmesemete..H..a.I...esse eesstehr.m.eam. 7... . ary ( SHEET 1 OF 1 (SGllE 1•.1TI ......01Nr4ame...4a........ssa warm Arms emse omea e.eesse..A•.. GENERAL NOTES: UTILITY NOTES(CONT.)'. FLORIDA DEPARMENi OF TRANSPORTATION(F.D.O T.)GENERAL NOTES: ABBREVIATIONS S SYMBOLS I.EM6T.FEANRES ANTI BOUNDARY WORMIER BASD ON A SURVEY Erf: IS THE CONTRACTOR SHALL RLOY TIP PROMO.OF FLORIDA STATUTE Y6 If ANY WATER LINE 6 ALT..SURVEYING.910 BELLE AVENUE SUITE 1140 rASTF1 BERRY.FL 32706. BROKER OR WATER SYSTEM 6 9111E OFT DU SO CONSTRUCTION FLORDA STATUTE 386 STATES BB BOTTOM OF BATIK WNwALTAMAX.RvEYUNG.CCM,PROP AO7-677-0200 11AT THE MS FOR ME VILLAGE OF TEOUESTA AD PAPA BLACN OWN PUBLIC HEALTH UNIT BC BACK OF CURB 2.AL WORK PORFOR1®AND LATERALS USED W .THE FOOT'S CCM.%AND OTT' DIRECTOR(OR MS DESIGNED OR THE SUBJECT SURPAIER OF WATER WILL 6511E A BOIL T. PFAYRTE HILL COOMLATE AL WORK MM oAAD MOOR of BRO.SPECTRUM AT(954)317,044 BLK BLOCK RKNT-OF-WAYS If APPUCBLE SA.BE IN..0.5 ,WITH THE LATEST EDITION OF THE WATER/HOTTED WEER NODCE FOR ALL AFFECTED CUSTINAS OF THE PUBLIC WATER TOPPI, (MCOEDOTW NWELDSERMCEic.).COORONATION WILL INCLUDE A PRE-03F6116RT681 WETNG. BFP BACK FLOW PREVENTER FOOTS ONES.STANCADS.ALL AREAS DISTURBED BY THE CONSTRICTION EFFORT MOW SISTER WHEN N INTERRUPTION N SERVICE OCCURS DMICH RENTS IN A COLPROLCS£OF ME BM -BENCHMARK SAD RKM-OF-WAYS SHALL BE RESODDED TO MEIN THE E..SIRRDIRONG GRASS SYSTFL WREDRITY VEER TIE PALM OR U.OF N INOK LLLL.OR ME HEALTH OR LNFS OF 2 ALL TERNS AND CONSTRUCTION MINN ME FL.O.T.RIGHT-Of-VAT OWL=NNW TO ME LATEST EDMON BPC BURIED POWER GABLE COVER INONIDIJALS MY BE THREATENED OR ONO.OR BY WwCH DISEASE MT BE CAUSED)OR WHEN F.0.O.T.DESIGN STAVE AROS ARD LATEST ECG.STANmuD SPECIFICATIONS FOR ROM AND B ECE CALC-CALCULATED ALL dHEN510NS ARE TO FAE OF CuaB OR FACE OF SIDEWALK UNLESS OPETNSE NOTED. A HISTORY O UNSATSACIOTY 810ERIOLOGCA sAUvIII RESULT OR WHEN THE STa1tM CONSTRUCTOR. CkM CALCULATED Q MEASURED 3. PRESSURE DROPS KU.20 PAL M6 BOL wATER/BOTTLED wATER NOTICE ALL BE UFTED BY ALL N TRAFFIC SONS AND MARKS OWL BE W A.LORONCE NON ME US.DEPARTMENT THE HRS PUBS HEALTH UNIT DIRECT. EN EC.(OR HIS DESIGN WH ME SYSTEM PRESSURE ARID 3. ALL LAFNIDUNCE OF TRAFFIC NOT.FOR TM PROJECT WILL BE N IBM CONCRETE BLOCK WALL CONRAN. M T DEPARTMENTS Z OF IT4NSPORTATON VENIAL OF INFORM TRAFFIC CONTROL DACES(W A).LATEST EOM.. OREG.,ME INTACT AND,SUBSEOuENILY,TwO CORSET,.OATS OF SATISFACTORY CURRENT B%TON OF 1K OdGI STANDWOS.(500 SERFS)ANO ME LATST FIDON CF THE WHML ON CC COVERED CONCRETE 6 5. SET:ARCHTMCIII6L DAIYI.FOR CONSTRUCTION DETAAS ARO DNENSONS OF BUILDINGS GALS ARE OOOJUENTED THROUGHCERTIFIED DRNKNG WATER LABORATORY ANAL.. LINN..TRAFFIC COMIROL 0E.,5(Num). 'DE OPERATIONS FNOEEER OR OMAN.RESERVES THE CF CONCRETE FLUME fi. FOR CONCRETE sDEWAN JONT LAYOUT UNDFA ROOF UNE REFER ro ARCHITECTURAL OWAMNG. E BOIDO ME C WERE THE Su ER OF AFTER.LIES THE BOLL WATER/BOTTLED WA. RGNT TO ORM THE ROACW/REIDCATON/MOOMCATION OF ARTY TRAFFIC DMUS)AT TIE PERURTE'S SOLE CHW CONCRETE HEAD WALL S • NOTICE.ME VILLAGE TEM..PU E NOTIFIED N SOON N PoSSIBLE EXPENSE SPECIAL AI WM.WILL BE WIN TO F.D.O.T.0E51.STANDARD!NM 611,612 613 AND 560. CLF CHNN LINK FENCE S ME CONTRACTORS RESPONSIBILITY TO LOCATE ALL CABLES AND U141E5 PRIOR ro AND PREFERABLY IN ADVANCE OF TIE EVENT. (ME CONTACTOR SHALL PROVIDE HOTTED WATER). Y CL CENTERLINE CC ].IT OF COxnRUCIDN ANY BREAK IN UNOEROMURD CARIES AND/OR ununE5 . TRAFFIC Df9F TCµn O D5.5T6Pf5,YNROM:s AND SICNI Y WILL E INSTATED Pm F.D.O.T.ROAOBA CM -CONCRETE MONUMENT SHALL ILIMEDATELY BE PERMUED AT THE CONTRALTO.EXPENSE 14.GRAVITY SEWER PIPES SHALL BE ASTM 13-3034 SDP 26.UNLESS OIIERMSE NDIGTED ON PEWS. CMP -CORRUGATED METAL PIPE 6.FOOT STANDARD REFERS TO FOOT CURRENT VERSION OF FDOT SPECiKATOM ANO STANDARD 15.SEWED UM.ARE DESIGNED TO FNISNED GRADE AND SHALL BE PROTECTED FR.DAMAGE 5. PERR MOTES MU.MATCH ARMING PAvELENT SECTION ADJACENT TO PERYINED WORK LOCH IN CODES CO -CLEAN OUT MNDEXE.FOOT DESIGN STAHOMO6 AND SPECIFICATIONS FOR RDM AND BADGE CKNE55 AND TYPE OF ASPHALT.BLASE NO sUBwADE LATERAL OR AS DIRECTED BY ME LOLL RESIDENT CO -CONCRETE CONSTRUCTION. TS CONTRACTOR SHALL PRIM.FOR AL STOAGE OF MATERIALS AND EGT.MEOWS OPERATORS ENGINEER OR D6IGNEE. COVO-COVERED UPMEN D SUPPUES SHALL BE PLACED THAT ONLANCERIENT OR RESTRICTION OF RUMOUR 6. IT 6 THE PFRUITEES RESPOS5ODY TO OMAN FIRM ACCEPTP�10 PERMUTED WO6((COMPLETED)MO CP -CONCRETE PAD 9. NEW Tp E ELLVA1101.REFER TO PROPOSED TOP OF PAVEMENT UNLESS NDICATEU OR PEDESTRIAN TRAFFIC WEL NOT OCCUR. ME RESTORATION O THE RIGHT-OF-WAY FIDY ME F.p.O.T. USAGE. CRY CONCRETE WALKWAY ON ESE DRAWINGS. O&M DEED/DESC k MEASURED 1 O oNcRETE WOK SHALL CONFORR TO Kt 315-59."STND.°BUILDING ODE 17. F SOLVENT CONTAMINATION 6 FOUND IN ME PPE TRENCH NTNOFD FOR A PROPOSED ]. PFIDY1Im WALL PROVETE ME NFLESSARYBDFNST6 IN ACCORDANCE AM SFLIKN I25-6 K ME T%fY DE DRAINAGE EASEMENT qEO IREUENrs RYNFORCm CONCRETE. ALL coxOEiE SHALL HAVE A 4NwM 1R�w MAN ME f TII Pf_FI sAll�WORN.D THE PROPER MTNA.IM AND STAMM,SPEC ICATOM FOR ROAD a ROF CONSTRUCON MT.MOON)PRIOR 10.1.ACCEPTANCE O COMPRESSIVE STRENGTH OF 3.000 PS AT 26 LAYS. PROVIDE /6 CH AN.AT ALL ARF TIP DFSC DESCRIPTION EMOSFD CONCRETE EDGES. CON.. RESISTANT GA inn.RON PI/5 RUOFOERBON L�MMO FEE 1BEYOND Bf ME F.O.O.T. OP DRIVEW Y PAD _ p1V DRIVEWAY Au1 vERT NOTED ANY CONTAMNAIM PIPE AT IS EMUVAIED SHALL BE PLACED ON 6. PERDMF WILL RESTORE THE RENT OF WAY AS A MINNum TO ITS ORCNAL CONOI1pN OR BETTER IN L] II.RFIfORCNG STEEL SHALL RE BILLET SM.COMO.TO.61 A615.DUDE M.UNLESS IMPERMEABLE MT AND COVERED Km A wATER PROOF CVVERNG.ME PROPER_ ACCORDANCE W/TD.0.T.S WEST STANDARD SPECIFICATIONS FOR ROM!BRIDGE CONSTRUCTION OR AS LB EIECERICAL BOX 1 MEAT.OTHERWISE.WNW SAUCE LENGTH SIA L BE AO BAR ONERT6 MERE CONT. M ESMT EASEMENT (MFUNUOIS)6 ROWED ON PLANS. 18.VERTUL�D HO¢orU miUNFEDS IN wATANMUN NJGNYIXT AND ALL BOOS.TEES AND DIRECTED BY TIE RypFNT OppATlg6 ExGNFIII E/P EDGE OF PAVEMENT 12 CONTACTOR SHALL FIELD VERIFY LOCATION O EXISTING S INCT RIM,IMPROVEMENTS. vALvES SHALL BERRESTRAINED WITH RECHAMCA AMR RESIT..GADS T6.11/6 9. DORM TIE REMNAL/R6EALATON OF ANY COMB ARO GUTTER SECTION.THE PERINTEE MLL B:RESPONSIBLE F�l FLOOO INSURANCE RATE MAP UTNTES.PROPERTY ONES.EASFIORS AND SETS....AND CONFIRM ALL PROPOSED RESIMMER GLANDS OR APPROVED 0._ FOR ANY DA �E CONE ro ME ABUTTING SRALT. DAMAGED ASPHALT REPO MLL BE IN.CORON CE FFE -FINISHED FLOOR ELEVATION DIMENSIONS AND ELEVATE.TRIM TO COMP..CONSTRUCTOR OR ORDER. MTH ME CURRENT SPERM'TIOS AND/OR A5 DIRECTED BY ME RESLOOR OPERATIC..ENGINEER. FN FIE IMPART MATERIALS. 19.ALL MT.IN . . ID NO FIRE UNE CONSTRUCTION.MIER.AND APPRO...SHALL BE FOC FIE DEPARTMENT CONNECTION 11 ME CONTRACTOR MALL NOON AIL IIIIIItY COW..PRIOR ro E>TusTRUCIIOM FOR AND REM:RENE.s ME vUAGE Oi lUfSTA AJT6fIV DETNlS,STANDADs.SPECIFICATIONS 10.iND.NO.30A CURB/RAW INSPECTOR.REOMED PROP TOINSFNLATND OF LW..PUBLIC SC..CURB AMPS WILL REEF ME RLADMAY!TRAFFIC DESIGN STANDARDS(CURRENT EDITION) f�m FIDOD LIGHT VERIFICATION AND LOCATOR OF ALL.LME5(OECfRC.GAS,TDEPNORE ETC). i 14. SHOULD E SAWN.OR SUBSURFACE COD...BE WHAT 6 MRA vARY FR.W1 20.SRT SEWER MEN..TO BE PLACID AS S U OWN ON ME OPMEERNG PLANS. 1T.RRITFE WU.PROVIDE TIE PRODUCERS CERT...11(DELIVERY IDKET)FOR THE S CONCRTE-2500 PSI FDIC FI R OPTIC ABLE TT SHORAN OR TIES PUNS.THE CONTRACTOR SAL NOTIFY THE ENGNEER IMMEDIATELY (USED FOR WE...CURB t GUTTER.DITCH PAVEMENT AND num SEPARATOR)PRIOR TO FIRM 00. FUG POLE IN WING. G. 21.NO WATER METER BORES 1O BE PULED BN SOON.OR DRIVEWAYS. ACCEPTACE BY ME OEFARTYFNF.THE DELIVERY TCNET SHALL CRBY THE CONCRETE WAS BATCHED. -G- GAS UNE I- >(O OFLNERM AND PIA®N ACCORDACE WWI SECTION 347 OF OE FD W.'S nhvOGD SPECIFICATIONS FOR ® Gl5 METER W Q< 15. AS-BUST DRAW.SHALL BE R.M..°ro THE EWE.N ACCORDANCE AM ME 22.ALL Flows TO RE RSTH... ROM ANTI BRCCE CoNsTROCIOR(CURRENT CONON). 1L GUY WIRE ANCHOR ��3 M SPECfICA1MO5 NO REWPFMENS NOTED W TINS SHEET. 23.ALL 06TURRD AREAS M BE SOOOED. 12.REMOVAL/INSTALLATION OF SCE U MIL BE IN.CORDWCF WIVE FOOT STANDARD IWO 310. HR -NANDIGAP RAMP HANDICAP LNG Q I-U J 6. GRADES SHOWN OJ PUNS ME FANNED GRADES UNLESS OTHERWISE HOM O. INV INVERT ELEVATION F O =LL 1 LOxTPIGidR.INL NOTIFY ME FNGWFER N WRUNG A1H1RN T LAS OR cO1PLETIOR 24.FIRE HYDRANTS WY BE IITD2m TO BLOW-OFT AND FLUSH THE MO..HOwEVOR.SNAPLE 13.SOOOED AREAS HCL BE IN ACCORDANCE CORN STANDARD 1NOU 105 ANO SECTIONS 152.9BI,062.963.967 IP IRON PIPE POINTS MUST B`.TAKEN AS NOTED ON ED.EP.WATER PEN. OF ME FD.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,UTEST EDDON. ALL IRE IRON ROD 1.IJ T. ME PREFECT,STATING THAT THE MANAGE SYSTEM 6 COMPETE AND ROOF FOR I- Uj 4 IMPACTION LAND CERTIFICATION BY ME ENGINEER. dSNRBED APES MARL B SDOOm AM1R ONE(1)WEAN OF INSTALLATMKR O SAD PO6ATED HORN. ® STORM JUNCTION BOX NS .I- O MNmAcToR TO SUPPLY AND INSTAL RECESS.'BEHOs/FITTING(To BE RESMAN.)6 L ARC LFNGRI m D(f) e. DO NOT SCALE TESE DRAWINGS. USE DIMENSIONS ONLY 25 ALLOW DEFLECTION OF PROPOSED DOMESTIC wATERIANN MOUND SNRARY SEWER MANS 14.PFRMT1EE.ALL MLL(MN DEPTH OF 1 5/6)AND RESURFACE ME AFFECTED LANES AS DIRECTED.THELo 19. ME CONmALIDR SHALL USE NECL NFY uEwS AND uEnpDS ro CONIiroL SURFI[f AND UTEUWS.CONTACTOR ro HWNTAN 16A VERTICAL SEPARATOR AT CROSSINGS. RERACELIENT PAVEMENT TYPE SHALL BE IN ACCORDANCE WIVE ME FDO.T.'S F on.COURSE POI..UTEST LSA �AN�m AREA m Z D Z EDTOON.EMEPT MERE PERMS°.6 GAFF BY ME LOCALRESIDENT OPERATORS EHONEER. ACAS LANDS m NO GDO UNDEW.. TER TEA TR.CHC6SWM1 WPC 1 P.P.S BUT NOT WE.POKING.ETC.MED roTHE SURFACE COHRUCTOR 26. CONTRACTOR lO SUPPLY ND INSTALL NECESSARY BENDS/RTIORM(TO BE RESTRAINED)TO 15.RESTRC1FD Hde6 OF OPERATION FOR LANE CIDSuRM FALL BE FROM ROC.ro 3:30 PIA(MONar-FRDAY). MF METAL FENCE O HW-. IS R FOROETERMMNG MALL AND U..DEPTHS ro OROINDVATER AND THE ALLOW DEFLFLTON O PROPOSED MATERWN AROUND PROPOSED STORM SEWER UNLESS OTHEAN6E APPROVED BY THE OPERATIONS ENGINEER,OR DESIGNEE ML METAL LID J IS 06TROOLL NECESSARY TO MEET LOST.AND oENStt REDUREMEHTS FOR THE CONTRACTOR TO RANT.6'VERTICAL SEPARATOR AT CROSSINGS. MS METAL SHED Q ATTVE OR IUPORIEL SOBS. 15.CONTRACTORS PERFDNUING THE PERMUTED WORK MIMES SAML PROVIDE THE OEPAR TENTS(PERYU OFFICE) 1=,) W AREA END SECTION C 20. THE CONTR. SMALL OBUN APPROVAL OF ME PIONEER AND ON PRIOR APPROVAL THE zT. AL RR MIYORN(IS ro B:6lSTAlID PER MLLIGE of lE0UE5TA W1FA nMWtDs Mxwl SECTION 3.e. PROOF OF MENTCfPROPER STATE�CONTRACTOR'S LICENSE MO CFRIF1CAlE5 OF WB6JTY INSUR.NCE PRIOR ro MY p MONITORING WELL IMPORT OF SOILS FROM ME WE ANY REMOVAL OF SOIL W.°,WITTEN AL FROM N&D NAIL R DISK W THE ENGINEER AND OWNER SALE BE DONE AT ME CONTRACTORS ASK. 26. ALL FIRE..TS SHALL BE WO TO Low....NH,19 TARIC. 17.T.FOOT PERMIT 6 VAUD FOR ONE YEAR FROM DATE O Now, NOVO NATIONAL GEODETIC Z 21. ALL ON WE EASEMENTS MUST BE MPRO+ED A OAL D RECOROED PRIOR TO ISSUANCE OF C A. TM CONNECTION M ANY vR OF 1M UGE LESTA'WATER..WY M SO REWIRE A P11TI VILLA MIN ME GE 1 VERTICALLY NM LI..1) OR 1COW EMU... OF CONTACTOR MLL PROVIDE THE OEPMMMENT WTH come,'AS- PLANS PRIOR TO FlAL ACEPT.CE NTS NOT TO F O' OF POR4nED WORK OHE OVERHEAD ELECTRIC C, 22. ALL CONSTRUCTION AND STOCKPILED�ATM O MU BE REMOVED FN01 M 36 TOE MINN OF TEDUFSTA UTUTY DEPARTMENT D OPERATE POTABLE WATER VALVE AT AL OL ON LINE SITE N THE VED A CONSTRUCTION MN PRIOR ro PFOEL COMPLETION MY RE➢UEST FOR WATER TO BE TURNED ON OR OFT RUST BE ORB OFFICIAL RECORDS BOOK 23. AL IMPROVEMENTS ARE TO RE Om.ANDS RM LANE➢BY ME PROPERTY OMER AND ALL COODNATM THROUGH ME ME UTILITY OEPMIYENT. OW OVERHEAD WIRE OWK OVERHEAD WALKWAY NOT RE DEDICATED 10 TIE P$D OR YMHIANM BY ME RUSTIC. 31. CDR'OF ANY MCP PERMIT ALL BE PROVO.TO RE MUAGE Of TEWESTA UPON RECEPT PB PUT BOOK IA. ALL iME PNEWEROM u 6 TRS SHALL N FASUR AND PROVISIONS ACCORDANCE MN TIE i REOARED. OF PC POINT OF CURVATURE RORLA FARE PREVENTION CODE ID10 EDITION(FFPO 2010 M). R STORM R pRomngt N CORP.HIM ME NIA.OF TEOESO ORDONrJDES M WITH POLLUTION POQT PER SPORTDEPARTMENTTION OF 4,„„ AS-BUILT REQUIREMENTS: PRV411TDN AND BEST uuMAMELNBNT PAC11CfS. TER ENGIINEERIN CONTRACTOR SHALL PRWOE COMPLETE AS-BUST INFORMTDN M ME OWN.N 31 CC.NRACTOR ro...ERUCT CODRETE PM UNDER ANY REDUCED PRESSURE BACHELOR PPG EP PER ENGINEERINGPEW$ ACCORDANCE M H THE fIXLDANG REOUROEN.: PREY..F A%REVERTER 6 REQUIRED PER THE PUNS. PI POINT OF INFERSECTON DRAWINGS SHALL RE PREPARED IN AUTDCAD FORMAT BY A RGISTEE➢LAND PRIM PUT k MEASURED SwLL BE N CONFORICE LA NUNORTES HAVING JURISRCTIGN. 34. L SANITARY SEWERA M CL IOUTS N PAVEUE NOS SHALL BE PER LOKANATCHEE RIVER DISTRICT STANDARD 5D-10. POB POINT OF BEGINNING FIVE S.OF EPRRRS AND A SET OF .AD 2012 DPAMNG FREES OF ME POC POINT OF COMMENCEMENT PROJECT NAND LN LATH AL SIGNED BE BUT TIE TO F F]WRNFFA FOR RNEw1 NO APPRPJAI. 35. AL SNRMY SEWER CLEAR).PLUGS STALL BE FLASH WITH GRADE(RECESSED) Yp LOCATIONS.N.Hm MOOR TLIVATOS.PANMIENT GAOL"AND ALL PP POWER SPA O BU�DIEMILMES. 36. ALL SANITARY SEWER LATERALS M BE PvC SON-26. PT POKING SPACES R DETAIL OAAxGS AT LDC..WARE INSTAUATWS wERE NOT. PT POINT OF TANGENCY Z g d SHOWN ON CdAPACT DRAWINGS E TO RED CONDTTONS OR WERE REWIRED PVC CURVE4. RADIUS RP RAMP + auu . 5.PROM.LOCATOR.ELEVATION ARO DESC ILTO1 OF BENCHMARE(5). 36. CONTRACTOR TOPROVIDE 13 GAUGE TRACK.AR dN ALL NON-METALLICWATER AND RCP REINFORCED CONCRETE PIPE (n LA GO i SE.MANS AND SERVICES. R/W RICO OF WAY F- 2 6.LOCATE AND PFOADE ELEVATIONS OF AIL STRUCTURES. LOCATOR OF AL STRUCTURE$ ® -SANITARY MANGLE Z 1.Z F E SHALL BE FROM(2)ORECDO .RS. 39. A VILLAGE OF TEOUESTA RIGHT-OF-WAY USE PERMIT REWIRED WHEN WORKS 2 LOCATE ALL PARS AND PROM.MDR SHE DEVATION,LENGTH AND TYPE ARE TO BE PERFORMED IN SUCH ROW.CC SHALL APPLY FOR PERMITS AS REQUIRED. SA CONTRACTOR -SIGN -SANITARY UNE I- Z UTILITY NOTES: AO. CONTRACTORA CONTRACTOR TO PROVIDE NO MNTNN SICNAGE FOR SIDEWALK CLOSURE SwF -STOCK WIRE FENCE J W _ AS PER PALM BEACH COUNTY REQUIREMENTS AND RIOT REQUIREMENTS W.DO-SPOT ELEVATION T. < d' 8 WORE WATER MN 6 LAD LAVER dCOES.°WENS OR OTHER PIPELINES WITHOUT WRING INSTALLATION OF WATERMNN,SANITY SEWER FORCEWN,SIDEWALK 50--STORM/DRAIN UNE N I C FITTING.THE WOW DERE..AT ANY WIT SHALL NOT EXCEED 6OL OR TIE N DEFLECTION RECOLOEIDED BY T 1AA6AFAC NNB LAFR OF THE PRE ED. AID DRIVEWAYS. -STORM MANHOLE Q U W P .LESS OTROIMSE SHOWN ON DRAWINGS. 2.ALL HA HAVE A kNNOM DEPTH OF COVER OF 36 IRO.MEASURED ai. OEPTW�ANDON WASTEWATER APE PERMITS ALONG W.THE C(IY$NO/Oft COUNTY IITLlE16 ® -�ED. RUNDERCROUND a CATCH�TEIFPIIONE 0 Z 2 Z FROM.UE TOP OT ME PPE TO THE GROmo SUREACE porn AS ommsE r Z o P MEIN ET ADVERSE FLED Ct UwN��AALi BY INE..NT.FRE MISTED ro 78 -TOP OF BANK _y a SCT I. HORDNITAL AFD VERTICALSEP...REOU DAENTS SHALL B A ACCORD..CORN � -TRAFFIC PIXE .D LDXAMTCHEE R1vER DISTRICT STNORO SO- FOR SEWER AND µLA.O TEOUESTA -TRAFFIC 5 Z WATER OEPANTUEMT(SECDON ❑T -ERANSfDRMER/JUNCMW BOx = P O 4. ro UDAALAT.H.STANDARD SD 330 SHORN ON SHEET C-. TR TELEPHONE RISER 6 5.ALL WORK PERFTWED wTRIN PUBUC RCHT-OF-WAY REWIRES A9SmMATE PEPERUUs�T TSB TRAFFIC SIGNAL BOX ISSUED BY GAST.:AURAWI.GC SIMLL APPLY FOR PERMITS AS RMURED. TSIV TRAFFIC SIGNAL WIRE TV CABLE N RISER 6.WATER WNS D BSTANDARDS PRIMSSURE TESTED ro 150 PS FOR A TWO(2)HOUR PERIM IN TTP TYPICAL ACCORDANCE MM N G AND S�FICATIONS BY THE VILLAGE OP TEOUESTA EE LIDLITY EASEMENT W/ DEPA TMENT.WHO SHAY FI LEAST 24 HOURS IN ADVANCE IMF UTILITY POLE {{�� ML DJ.PING MA COAENT UNO3 ME UNNG USIALL COMPLY AM ANSI -IF- WATER UNE ].STNOMo A21.A(AWN 95,UTEn'CEMENT-NORM RD FOR DUCTILENON WF ROOD FENCE �EWA�H�>FORWhIER'ASTALAMM NUTS.BEroMCEDWM1 ISPALLTT OR CORD-TAR MS MOO SHED G PRIOR 1O OACMYLJNGUNDM ALL MINGS SAL HE RECWNMLLY RESTRAINED. W••• WATER VALVE 70-B.AL WATER AND SEWER CONSTRUCTOR THE THE vILULE OF TEOUESTA SHAM BE I NUA1BER METER �UDFPLROND UTILITY CONTRACTOR ENSD.DER ME PRONE DNS PERFORMED CH7ER BY AN STATUTES. ® JOB NO: -EASFAIFM NUMBER 9 WATER SERE.UNE CONNECTORS TO METERS SHALL BE N.03153ANCE WTI. DRAWN:GT .THE VUMx O TEOESTA STNONDS No SPFTFICA10M5. 10.AS-GILT DRAW.SALE BE PREPARED BY AND R SIGNED BY EON.ARO BE N ACCORDANCE CHECK:SGH AM THE THE VILLAGE O TON ESTA REOUIREAEHTS. II.DE CONTRACT.STALL WWI SHOP DRAWING FOR ALL STRUM..NC LATERALS DATE:NOV. 2016 TO THE ENGREER FOR APPROVAL PRIOR ro FABRICATION ND CONSTRUCTION. 12.N1 WATER MANS FALL BE OESNFCLIUG ND BACMIO:now Y TESTED N AROR S PM PLATE ME VILLAGE R TEOMMTA WATER DEPART..MANUAL OF STANDARDS. C-1 SHEET OF -�_,� ®o -�dr i'���s le. •in 1 I - 7_ ■ YR1/f -_. _ ili lJL I 7 as.wan?x0./(3TAT[/(pAp bJ(RAM✓I!R/ESl IMiliii __ $ -- �yY 61 � — _-_ �_ -------_ �,_„ �. - �MN L)�T� 7. ------------ o,��it ♦�► N�'_ �-,:: :::7. :" - -- :' i V P -'--'--.-_.Q-i rca5E I , � m�edrrbR - -- -1 e - � ' - _��_��_.. y � „cam --_____-_____-------—_�— ..Y J /- 9.3R16A IS.O' i A t 541.26'(0) at B .ram :__ - _ =p a. , " 4 ,€, b I I i v a� m�_ ` /' _ i /� c� i8. ..41 .. ,e) �A l s go o 6y. II 11 0,1 • I 0 '< a o e _II o 6i. '..d:: ,�I. a ®® III ., } Irl!'� 91 o c c�' Jr' •..� It ryry ` * y a • T Y 1 b q A2 g •.fl '' t sroiii J. $ t i ; ] I I '\ �� •1 L/© 1 © ,., _i 1 I I i n � i 1 •4 ....... 1 ,x , ,____, k3 ,, 77 1 _ Bm '�� ' ,I 'F ,' -. ri I ` g t 4=7L � ` � _ 1 v, rw.__,; v 8r Iti D I I '!'� L.__.. .__�_.__I -- ^.Cd2d.Burf .__6J 1 I � m 6'�R'!1 u�� lifFr fo'_emcnrxcsbreNc� I I 1 I �\ �� 1 j 1.C1 . � �\, '� a :1 I•t0 4 . \© ht$ m j M I'• (I 6111 '� m m •■1 N4Pm N C. r et � §� i �� r',� ; o o I0*; 0 P. 2 A I � i Q --- , : . � v I ' o� i_ .',0_s ' 0/10/xC 1,A7A J. i I `i 66 K ..ggg �n /, V\1 r/ 1 6 ( v g H © I �1 T 1 o o T B86T-TEQUESTA p § E1 H & T CONSULTANTS, INC. BBar LOT t z z PLANNING - ENGINEERING 101 N US HIGHWAY 1 IV < 9310 OLD KINGS ROAD S,SUITE 1001 TEQUESTA, FL 33469 4-27-2017/y�REVISED PER REVIEW COMMENTS JACKSONNLLE FLORIDA 32257 4-17-2017 1 REVISED PER REVIEW COMMENTS �. PHONE: 804-419-1001 FAX 904-419-1004 OVERALL SITE PLAN DATE REVISIONS LEGEND I PROJECT REDEVELOPMENT PHASING: (X•LIFRAI NOTES: r r 1.EXISTING ELECTRIC/UTIUTY/UGHT POLES,BASES E 6 6 i 1 �I PHASE 1: CONSISTS OF THE RELOCATION OF ALL BANKING ANCHORS TO BE REMOVED. SEE PROPOSED SITE ELECTRICAL �PHASE 1 DEMOLITION APPROXIMATE LIMITS I I I 2 7 OPERATIONS INTO THE EXISTING WATERWAY BUILDING ON THE PLAN FOR RELOCATION OF ELECTRIC/UTILITY/LIGHT EASTERN SIDE OF THE PROPERTY AND DEMOUTION OF THE 1 1 I ,21 EXISTING 2 STORY BANK BUILDING ON LOT 1. POLES k SERNSES. ;:.;;;it PHASE 3 DEMOUTION APPROXIMATE UMTS: Y 1 � .�_�_�.� w w _ 3 PHASE 2: CONSISTS OF CONSTRUCTION OF THE BRANCH 2.SEE PROPOSED LANDSCAPING PLAN FOR REMOVAL/ i I?i BANK BUILDING AND DRIVE THRU AND MAJORITY OF THE RELOCATION/PROTECTION OF EXISTING TREES/IRRIGATION & rc H E t I 1 +^ PROPOSED SITE INFRASTRUCTURE EXCEPT FOR THE STa ILIA. X EXISTING TREES TO BE REMOVED.SEE GENERAL NOTE y2. 6 3 ° 1� PROPOSED EASTERN PARKING PORTIONS AND DUMPSTER a a S: 2 V ENCLOSURE. 3.EXISTING CURB ASOCIATED WITH THE EXISTING LANSCAPE T EXISTING TREE TO REMAIN AND BE PROTECTED DURING ISLAND TO BE REMOVED L-J CONSTRUCTION WORKS. SEE GENERAL NOTE#2. R Fi ' v i I i I� PHASE 3: CONSISTS OF DEMOLITION OF THE EXISTING DRIVE 5 S m W THRU FACIUTY/CANOPY AND THE WESTERN 700 SF OF THE ¢ EXISTING WATERWAY BUILDING. CONSTRUCTION OF THE PHASE 2-SEE PROJECT DEVELOPMENT PHASING NOTES t f I REMAINING EASTERN PORTION OF THE PROPOSED BANK `a`I� BRANCH AND CONSTRUCTION OF THE EXISTING FACIUTY SITE ON THIS SHEET 1 IMPROVEMENTS AT LOT 2 CONTRACTOR SHALL HAVE APRE-DEMOLITION MEETING t •I Y I WIIH OWNER AND ARCHITECT PRIOR TO DEMOLITION n n IO I ASPHALT t i t I XI STORM STRUCTURE l I I CONTRACTOR SHALL LOCATE AND REMOVE EXISTING AND DRAINAGE PIPE STRUCTURES AND UTILITIES(BOTH ABOVE AND BELOW TO BE REMOVED e ' •—•— GRADE)WITHIN DEV0.OPMENT AREA AS SHOWN BELOW. r 1 6�, / �i 1 d • LSA I7.7i.!%1 CON(.. , > 1 t 146$1_ 1 ..., . \ 1+' a ---`' -.8....) 'ida;�; . .4, ���� QH gO Q t hi Y �.� ' ' �/ < l�,/ /AO' � ,��♦������,,. ��:,a p 1. 11 a.s � .7.+��tlr gip jN � - - - - V � � �' Vr L•J All I/ ���:�♦♦♦♦♦♦��� / itti>‘r4-V ..' NOT PLATTED _ ___. _ 1 .. �.���'d � , '►♦.♦♦♦�llkg)&" �I��.♦♦♦, OWNER: BB & T Z i , ���♦♦♦♦♦ I� � +� 60-43-40-30-00—� 0 4» �r / /ILi,� ►_�� -- PHASE 3 L.� a�„�r'�����. 1 : 4a SE _I s� _ i ..,.., r_ d, �'16.33 W ` `r�SA : / SLIT t /,�,/ � C- ''_ , � 244-rio - 9\�= I fl71teirriN EIMOV IIV 3�*Fe B I SI * iTING WATER I • EXIST STORM fr ,II,♦♦♦♦�♦•♦�.•♦".I 93 I ss u PS LL e 147 ETER TO BEIDING BE INLET AND PIPE r,,1 '1: I TECTED EDOST.7W0-STORY TO BE REMOVED , x� EXIST 5 • �I x • Y F 489 1 DEMOLI HED Ii/iA /� foal►♦♦♦•♦♦,PIPE BE .♦.�D ,�„ .J �w u» U § - , I , •rl ►' • U1 f d c�i "IR I I • 1 j i i1,.�.♦._`A'�:SA 44 ,J� F 3 o " • Is r- A ' �.�����♦�'���� �� 1PINd 10 77 E . /w Lj t7j o i t 1 a `' ♦.♦♦♦.♦ `' UNOPERTY /e U Z Z : ! ►t'yI1 o�ERHANc(Tm) / �/' / ?(14-11 ?`` `AA el 9 5 ". . / 43 a . \ •I \• 1 \ ` 3J I/ / ir`M!`l TOI B NREMO s INLET = a I �A. ,_LSt Y m •. r r l�l I�I, ;;I I /• 9 PS s ' HR\ +• SET i/2•I. 16177,,A./1 --�\ l;J AI .,-Ai i • s \" VAULT(M.) R L8 ,4 1 �I'r� I 'I�' x, 4l!I,�I`� //I I I� I �2iZ �lu. `/4 I = / / .i�l ///cI�MC1I//� J x1 +e�i nt,. ..:.. rJ,� Emu i \ `_ 5. CW i�,�i../I Ari�i�iA'��` r �� lev � (� JOB NO: ��� illr: 17. I I `EXIST. SANITARY LINE&CLEAN OUT —."'—'-'—."—'"----Rim RIM 18.03 '�1 �.� • ii�DRAWN:GT )0*P'. 1 EMAIN D BEO rB/e (VI II I ..1 CHECK:WATFR) CHECK: SGH I PROTECTED DURING XISTING STORM INLET HALT CONSTRUCTION WORKS. AND PIPE TO BE REMOVED EXISTING SANITARY MANHOLE A N v 1 AND DRAINAGE INLET PLATE - - - - - - - TO REMAIN AND WATERWAY ROAD (60' R/W) _ SHALLBE PROTECTEDD'eiseis v 1v C-3 1 SCALE i..1O' SHEET OF I 6•LANDSCAPE S1RP IVER TEn LANDSCAPE PIEOVLE ND LANDSCAPE SITE DATA SOAP. PROPOSED S9'1.MN1.LANDSCAPE DSCAPE S7RP WAIVER NO LONGER ROMPED. B' CURRENT LAND USE COMMERCIAL: FUTURE LAND USE: COMMERCIAL_ 9)HEDGE RREQUIRE)24_ A O GRANTED LANDSCEM WAIF CURRENT ZONING DESIGNATION: C2(COMMUNITY COMMERCIAL DISTRICT) PRONE{EDGE PROPOSED TO PRONE REOIDED HEDGE GRANTED LANDSCAPE WAIVER TO PROVIDE 2 TREES ZONE C-2 COMMUNITY COMIERCIE LANDSCAPE WAVER NO LONGER REQUIRED. _PARCEL CONTROL NUMBER:60-43-40-30-00-004-0031 (INCLUDES LOTS 1 AND 2) r P PROPOSED TO PRLANDSCAPEINNERIDE 3 TREES ND LA USE:COMMERCIAL - z LANDSCAPE INNER LONGER REQUIRED. C)13 TREES 0. REQUIRE ('R TO D. ANTED LANDSCAPE WAVER TOTAL GROSS SITE AREA 0.71 ACRE 30,952 SOFT. .5 5 . PROVIDE NO TREES.PROSED TD FRONDE DE REQUIRED IS TOTAL NUMBER OF UNITS(MULTI-FAMILY) NOT APPLICABLE 5 5 E. II i I TREES AT 30'QG LANDSCAPE WAIVER NO LONGER 3 3 A I.A ' TEOUESG SHOPPFS REQUIRED. TOTAL SQUARE FEET OF PRIMARY STRUCTURE 2,290 SO.FT. u 0 5 II I, '1 EXISTMVG TEOUESTA TOTAL SQUARE FEET OF CANOPY 718 SO.FT. w w z s II I i SHOPPES PLAZA ` TOTAL FOOTPRINT OF BUILDING IN SOFT k X 3,008 SQUARE FEET, 10X w w ig II i; \\ TOTAL SQUARE FEET OF DUAIPSTER 158 SQ.FT. _ II • !i ' ® ® ® A' \ OVERALL MEAN BUILDING HEIGHT AND NUMBER OF STORIES 23.5' 1 STORY BUILDING i a II I ill YE _ ® ® ® ® O ® .N\ FINISHED FLOOR ELEVATION FOR ALL STRUCTURES 22.50' II --x, ile� •�—) i _ . UM 3.n191.11a/.20...Avw TOTAL PROJECT DENSITY IN UNITS PER ACRE,IF APPUCABLE NOT APPUCABLE II a la i -- -_-- TOTAL PROPOSED OFF-STREET PARKING SPACES 12 SPACES AND 1 HANDICAP SPACE r,-1, I 1111 41• ��.® HDGHT ANDLOCATIONOFPROPOSED FENCES AND/OR WALLS 6'SCREENAROUND DUMPSTERPADRecessRI..Na.s lx. Acctss 0 PROPOSEDDRIVEAISLEWIDTH - 28'(TWO-LANE)ANDIB'(ONELANE)w.w.jz I rAsr�xr /a+ ^� zN Q � PROPOSED SIDEWALK YNDTH 5'AND 6'WIDTHS a. a=a' — - 0. I '^ L9 1 P. ---T L.... � �_ I � L�"�-- �4-ily pia" ,r BUILDING DATA y v ��•'�- , „ _ I TOTAL SOFT. LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA ti lilt I I ."""' " '"..>� l F ''' !—-IFS,$_C1IM®=�'mi'l - !_ :� 3,005 SOFT. 21,318.33 SOFT. 9,633.67 SO.FT. 1 u —_- y i �o�n'�� (Na'��m® - 1 '� > PERCENT(X)OF SITE 107E 69% 311E F Cn .i `'—' � HRE.WGNED - '�m I nwa i" r ; ZONING:C-2 COMIUNITY COMMERCIAL W a a I it I g� ''s © a - r. TTOBE ►' yyi� LAND USE: COMMERCIAL IMPERVIOUS AREA SUMMARY LOT COVERAGE _''n IR �. .� ` © •_�— .0 ©' READGNEDI .._14 y3 11 sDESCRIPTION ARFA(SLUM) LOT AREA-LOT I 30.952.00 SO.FT. w p'uLL.ri, •) rQ m' BUILDING 3,008.00 BUILDING PLUS ENTRY 2,290.00 SQ.FT. ,J 2 I IC °+ O R3.00' _„ E ZONING:C-2 COMMOTY R100. ,k 'N a PARKING/ROADWAY/PADS 17.005.83 DRIVE-THRU CANOPY 7E100 SOFT. F- Vi Q LLLL���� .ICI NI ❑T �11 4A0'LAND USE�CO�ER�CUL 4,_-- SwlO R O 'L ' © 0(0 4. SIDEWALKS 1.304.50 TOTAL 3.008.00 SOFT. m =w Q I' '! 1,�Ry 16AV ® BBkT BANK }� O ® FIRE LINE 1' o:-: A TOTAL 21,318.33 LOT COVERAGE 10 7C c40S MA%. Z Q J AV N�� AREA 2.290 SD.FT. --A:N S'D' O '�'' ID- D4D5 I '7I,i SGN a //� F.F LOT 1�5 4.00' LI lBDO'--I � ;'RS''F1' BUILDING SETBACKS W 0 19D0 1 ' l 6JMY /�� $ : : R4.50' \� ' gg FRONT(W) SIDE(N) SIDE(S) REAR(E) f- 92• Q Ir 1t SETBACK REQUIRED 25' 10' 20' 0' _�I l:�I���■�( •Ili �41, \ .USED. © 4 �. ,© .8�1� 24J10'i `§ i1y~ll SETBACKS PROPOSED(PRIMARY) 92'MIN. 10' 3T n2' In I� I'1 I"I'EW! 1� ❑H ����' �1� — ffiK SETBACK PROPOSED(ACCESSORY). 233.5'MIN. 10' 94' S.5' I '.1111 Hi•_.. ..�I .1.1ild, e'� s``�• 17 r� _ 1. J ______,. R10.ar 2 g'•' •DUMPSTER ENCLOSURE i•ici,.,8 1111 1P I_Rlela-ii`i4---- ~ ______=__{o __S CA EE_. t P9aDD+0 _ ♦_ lailail �i�"•\N� •,R3o.u' �= 0 _ _ 0 © _©� _ . 1 0 ;!I LANDSCAPE SETBACKS II:11--". (_1 To' —:OIPlR ❑H �`1' I FRONT(W) SIDE(N) SIDE(S) REAR(E) IIII"' J L \__ SETBACK REQUIRED 10' 5' 10' 5' Punk I,I'' �I� - 1 - SETBACKS PROPOSED PRIMARY 26' 5' 10' 5' ` J11111 n. �` - - NNW MAP N>,wA.AP YLLAte'''' �I'I'1'I �I>,,, \`�— R2L00' �� W WAuon aAIONOL Av Wit nwe I�I�I� 0 M G N R25.00' �4 Io®rwc NIRMAN. PARKING DATA IIII IIIIIII •. 22573' C I N j USE REQUIRED PROVIDED I111I11 I BANK 1 SPACE/200 CFA= 12 12 11411 I WATERWAY ROAD (60' R/IFS R.ME rM,.NTr"""E"m'T H.C. 1 PER/25 SPACES 4 1 1 cj _ IIIIIIM _ ___ TOTAL 13 Z r, 8 d IIII;'• ZOIYN:C-2 COMMUNITY COYYFRQAL ORNE THRU FIVE TANDEM WAITING SPACES 15 n I I A)15%INTERIOR LANDSCAPE REQUIRED.GRANTED LANDSCAPE � O 1. 1I111 LAND USE COMMERCIAL WAIVER TO PROVIDE 17X INTERIOR LANDSCAPE.PROPOSED PER DRIVE-IN LANE= 15 (/) (" IIII:.■ I SITE PLAN FOR LOT 1 PROVIDES 158 INTERIOR LANDSCAPE I- 1� a P 1i,i•' LANDSCAPE WAIVER NO LONGER REQUIRED. Q S t 8)808 NATIVE PLANT MATERIAL REOURED. GRANTED LANDSCAPE'WAIVER TO PROVIE 41%NATIVE PLANT MATERIALS. PROPOSED TO PROVIDE 84X NATIVE PLANT O MATERIAL THEREFORE LANDSCAPE WAIVER NO LONGER IA 1 2 _ REQUIRED. O Z V, =1A 11wayy j 5 A U z Q 3 z KEY NOTES 43 a- G I W m g = Z a ❑ PROPOSED PYLON SIGN o El PROPOSED TURNDOWN SIDEWALK(5'MIN.) LEGEND NOTES \ ' © PROPOSED CURB k GUTTER EXTENSION 1. FLOOD ZONE DESIGNATION:ZONE C PER FEMA PANEL 120228 0001C • REVISED SEP7EMBER 30,1982. NO BASE FLOOD ELEVATION ESTABLISHED PER 6. THE BANK HAS AN EXISTING GRAVITY SEWER UNE CONNECTED TO ���ddd El PROPOSED STOP SIGN • FEMA ty AN EXISTING SEWER MANHOLE ON WATERWAY ROAD. THE EXISTING H .;, PROPOSED CONCRETE PAD/SIDEWALK 2. LATITUDE: 26.959478 LONGITUDE:-80.084283 SEWER CLEANOUT WILL BE REMOVED AND A SEWER LATERAL WILL BE 1,�I '1, El PROPOSED DO NOT ENTER SIGN INSTALLED AS SHOWN FOR THE NEW BUILDING. SEWER CONNECTION ON PROPOSED ASPHALT PAVEMENT GPS: 2657'34.1208-N, 805'3.4188"W(SOURCE:WWW.LATLONG.NET) THE EXISTING MANHOLE AT WATERWAY ROAD TO REMAIN. © PROPOSED TYPICAL SIDEWALK 3. EXISTING FlRE HYDRANT LOCATION - THERE ARE 2 EXISTING HYDRANTS IN 7 POWER AND TELEPHONE CONNECTION - THE EXISTING BANK PLANS THE GENERAL LOCATION OF THE BBAIT BANK. THE FIRST HYDRANT IS DIRECTLY TO MAINTAIN THE SAME SERVICE PROVIDERS FOR THE NEW BUILDING. JOB NO: H❑ LANDSCAPE OPEN SPACE C. PROPOSED FIRE HYDRANT ACROSS US HWY 1 AND THE OTHER HYDRANT IS ACROSS WATERWAY ROAD.A SERVICE CONNECTION POINTS AND METERS WILL REMAIN WHERE THEY I PROPOSED DUMPSTER PAD WITH 6'SCREEN PROPOSED TRAFFIC SIGN NEW HYDRANT IS PROPOSED TO BE INSTALLED AS SHOWN ON THE SITE ARE,HOWEVER.THE ELECTRICAL AND TELEPHONE UNES WILL BE DR AWN:G7/FDD RE-ROUTED IN ORDER TO CONNECT TO THE UTUTY ROOM IN THE PROPOSED UGHT PCLE 4. EXISTING UTUTIES AND CONNECTION POINTS- THE EXISTING BANK'S NORTHEAST CORNER OF THE NEW BUILDING AS SHOWN. © PROPOSED RIGHT TURN ONLY SIGN DOMESTIC POTABLE WATER SERVICE IS COMING FROM AN EXISTING WATER 8. PLANS SHOWN ON US HIV 1 DEPICTS FINAL MODIFICATIONS PER CHECK:SGH EXISTING SIDEWALK BUILDING SETBACK UNE METER ON THE WEST SIDE OF THE BANK. THE NEW BUILDING WILL USE THE ON-GOING ROADWAY IMPROVDAENTS BY FDOT. THIS INCLUDES THE ❑ SAME METER UNLESS THE UTIUTY DIRECTS OTHERWISE. HOWEVER,THE SERVICE BICYCLE PATH AND CHANGES TO EXISTING SIDEWALKS,SIGNAL AND POLE DATE JAN. 2017 Q PROPOSED FDOT TYPE F CURB T©' PROPOSED TRANSFORMER PAD UNE VALL BE RECONFIGURED AS SHOWN ON THE STE PLAN. LIGHTS ON US HWY 1. PLATE 5. ANEW IRRIGATION METER AND SERVICE UNE IS PROPOSED FOR BANK 9_ IN ORDER TO CONSTRUCT THE REQUIRED 5'VADE CONCRETE 0❑ PROPOSED FIRE LANE SIGN © NO.OF PARKING STALLS BRANCH LOT 1. SIDEWALK EXTENSION AND RELOCATED DRIVEWAY, A SECTION OF 20' Q 2P' WATERWAY ROAD WILL BE MODIFIED TO INCLUDE CONSTRUCTION OF ® C-4 ADDITIONAL CURB AND GUTTER AND RELOCATION OF EXISTING UTUTES. SCALE: 1•=40' SHEET OF LEGEND ni CCNSTRUCT TURN DOWN SIDEWALK ADJACENT TO PAVEMENT AND ❑5 CONSTRUCT FDOT CURB AND GUTTER TYPE F,PER FDOT PARKING.DO NOT EXCEED 5%RUNNING SLOPE&2X CROSS SLOPE. STANDARDS DETAILS INDEX No.300 SEE DETAIL ON SHEET C-8. nil PROP.CONCRETE SIDEWALK WITH 5%MAX RUNNING SLOPE&2% ❑2 CONSTRUCT HANDICAP ACCESSIBLE(6'LONG)RAMP WITH "MAX CROSS SLOPE,SEE TYPICAL DETAIL ON SHEET C-8. DETECTABLE WARNING SURFACE PER ADA,FDOT,AND VILLAGE OF PROP 5'WIDE CROSSWALK DO NOT EXCEED 5%RUNNING SLOPE& TEOUESTA STANDARDS AND SPECIFICATCNS.DO NOT EXCEED 1:12 ❑T 2%CROSS SLOPE SEE SHEET C-8 FOR TYPICAL DETAIL � ❑e FD RUNNING SLOPE&2%CROSS SLOPE.SEE SHEET C-8 FOR _ g TYPICAL DETAILS. OT,AND VDILAGE aFTEOUESTA 4TANDC SOAND ARD SPECS ADA S I-51 PROPOSED MIN. 5'LONG CONCRETE LANDING 2%MAXLie SLOPE IN ALL DIRECTIONS. CONSTRUCT PER ADA ❑9 PROP.AOA HANDICAP PARKING STALL HC SYMBOL&ACCESS AND VILLAGE OF TEOUESTA STANDARDS AND SPECS AISLE.STRIPE HC STALL SYMBOL&AISLE PER AOA a ®CONSTRUCT FDOT TYPE F CURB AND GUTTER,PER FDOT ANY DIRECTION.SEES PAVEMENT-FOR DETAILS. 2%MAX SLOPE IN STANDARDS DETAILS INDEX No.300 43q I I U. m 1� •� �C�l \ --254.80• 1�, < O q�` II I SCALE:1•�I0' g-•U 1 ��i•Ii eT $r�i I % AWjIl T EXISTING PAVEMENT \ 26.00' �I o:3 I AND 10- - 25'ACCESS EASEMENT 0_SLL I I �I - - - 30.00' ORB 4663. PG 624 ACCESS I ',4 WIT1-P NEW PAVEMENT AND DROP ACCESS �J'ACCESS EASEMENT Itil CUR R25.00' %/\ EASEMENT /�/ ORB 4653. PG 624 �� I EASEMENT EASEMENT a z II ! `, T 16.87' / ORB 4653, ?G 624 y Q a' �/ j1 NDSCAPE & MAINTENANCE EASEMENT `�c_ _ _,1 __ 1.- _ J__ j i6 a. 41.97 �11�� I' RB 4663, PG 624 \ 1\ �4.00' NE d.72' r �PROPERTY UNE j 9•1' C H (a PROPO� . ` I a • S89.55'42'E 8.23' !! / LA O i TURN .,:� QI 5'. LANDSCAPE BU, R. ) .- '--•--•--•- •-- -- -- - -4'I- --'-- --. �I o �- -- -- \1 6 - -6'.�_�_ _�18.1$' -- -- -- - -- -- -- --� -- -- 26.00 - --'1760' CO gF O.-T • I 1 0 10 BUILDING SETBACK Fi * I► 5.51' I w II *I.:, 1' 42.34'[ - ° iiimm ASPHALT '1.00' I�' PAVEMENT r I 0 1 R19.65' PAVEMENT G O • + ,ASPHALT • � "11.4 5 iii �11,... DE.1 DUSCREEN �I• � Q I1� DETAILS WI N d�'11 ...I I� �1 R8.00' .3A.4'0., .4.7' I .[ : . ��� • 124" � I 1. .14 I� O 30.27 6.:3' W Ii� �I I 4 R3.00' r �-6.00' -T,•' R15.01' PO I V TRANSFORMER 1 0 O II O I oi 11.14'I� 21.96 16.00' 0 4.00' •+ PAD WITH O ' e 8 I' QI LANDSCAPE �' I 26.00' -I Q. Z d It '[ / '1 BB&T y' ��/' L� SCREEN 18.00' ACCESS 20,�I• BB&T BANK EASEMENT - z - LI 1 I PYLON�' � �. S.00' LANDSCAPE • � � I - •. N � ' SIGN `�' t 12.oI 3 AREA =2,290 SQ.FT. AREA a o I Z z • ` • 0 3 F.F.E.= 22.5 4.00' 29.43' c I 1 ' 121.e9 a v ut @ ua.os / I �' LOT 1 Raso' �- LJ < YS`� i lo.00' s.00' a. 0 L�.ao' � I � Z . - a I/ it •\`1, © I• IASPHALT 0 1 zx `+,' I•`,� I \\ ` 9.L A� IPAVEMENT I 3 zq31v - a8! ' I a o• ' 4. R15.00'j '� .Amiaiikum 6.00'• R3.75' • �_ _i �/ rift4011;1113, u■ 10 ' S.30'�410 ° I 'zIIIIIIIIIiI.� I ' I " ' I I 1I .¢ ' 5.00' R2.00' R5.00' 17.95' I 111411011111111111_40_\��. 51.20'` •1 �- 20" .B_IL_DING SETBACK_ __ _ __ 0 , �I Rlo.00' lil-�iilililili 111741111114` ����1 16 u' 36.86' 36.86' c ASPHALT 16.00' 00 / I _/ 4"io. •` R30.62' II PAVEMENT 11111 1 .11 1-.-26.00' 41(.._ 13 t • ','�r I/�/ /� 0 '3ak 10' LA DSCA'7 BUFFER © \ V--���� I'4r I/I/ '-, 'S.00' JOB NO: NtN1IN ,/,/'/1ff PROP. TRAM'TON CURB t FULL •HEIGHT TO O.SO' • O I I " i p\� / 4►// . FLUSH IN 2' T BOTH SIDES. S89'54'38'w 5.56' y DRAWN:GT _ 1111''I,N��1��. - 113.71' 1 �'0 , ' I `\�'��� CHECK: SIGH WPM I R25_00'R2■■■1.00' 41V,PI DATE: NOV. 2016 1111111 I RIC OF WAY ,r°:' PROPERTY UNE --I---///��� ---------lam.- PLATE Iiiiiiir 63.90' / � 225.73' / C5 SAW CUT EXISTING PAVEMENT ANO MEET AND MATCH WITH NEW PAVEMENT SHEET of DRAINAGE NOTES: ROOF & YARD DRAIN CONNECTION NOTES: 1. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER FOOT STANDARDS AND SPECIFICATIONS,INDEXES 200, 201, 232 k 234 AND VILLAGE A CONST. 12'PVC ROOF GRAIN PIPE AT 1.Ox MINIMUM SLOPE ANO CONNECT TO STORM UNE OR PROPOSED INLET AS SHOWN ON THIS PLAN. PROVIDE w OF TEOUESTA STANDARD DRAWINGS AND SPECIFICATIONS.(ALL STRUCTURES AND TOPS SHALL BE TRAFFIC BEARING). O CONNECTIONS AS X:FJ.COORDINATE MOTH ARCHITECTURAL AND PLUMBING PLANS. 2. STORM DRAIN PIPES SHALL BE INSTALLED USING BEDDING AND TRENCHING TYPE•A^,PER VILLAGE OF TEOUESTA STANDARD DETAILS,UNLESS O CONST.6-PVC ROOF DRAIN PIPE AT SLOPE 1.0%MINIMUM AND CONNECT TO STORM UNE OR PROPOSED INLET AS SHOWN ON THE PLAN-PROVIDE PIPE TURN 33 OTHERWISE INDICATED BY THE ENGINEER.SEE STANDARD DETAIL SHEETS. UPS AT DOWNSPOUTS AS SHOWN.COORDINATE WITH ARCHITECTURAL AND PLUMBING PLANS. 3.ALL HDPE STORM PIPE CONNECTIONS AND JOINTS SHALL HAVE PREMIMUM WATER TIGHT COUPLER CONNECTIONS AND BE WRAPPED WITH FILTER CLOTH CO CONSTRUCT 6•PVC CLEANOUT WITH TRAFFIC BEARING TOP WHERE REWIRED. SEE DETAIL SHEET. w SEE PIPE CONNECTION DETAIL ON DETAIL SHEET C-10. ¢ Z 4.STORMTECH SYSTEM TO BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND SPECIFICATIONS ¢ o STORM PIPE TAME' DRAINAGE STRUCTURE TABLE La! S S.STORM STRUCTURE SHALL BE IN ACCORDANCE WITH FDOT INDEXES 200. 201, 232 AND 234(ALL STRUCTURES AND TOPS SHALL BE TRAFFIC BEARING). P-, CONST. 115 LF.OF 118 RCP O 00.5 SLOPE GRAIFIPoM PIPE MEWWEST SO ¢ P-2 CONST. 144 LF.OF 18' RCP O 0.51G SLOPE 1Trmlc,ulm TYPE tTtvwnoH raonrry Easr wEsr sour" w P-3 CONST.42 LF.OF 18'RCP O 0.5%SLOPE 8-1 FOOT TYPE'C'ROAT 2035 1835 15.85 u' S P-4 CONST.27 LF.OF 18"RCP O 0.5%SLOPE 8-2 FOOi�TYPEILLN41oLt yy +an ly0 DESIGN STAGE ELEVATIONS: P-5 CONST.42 LF.OF 18'RCP O 0.5%SLOPE 25-YEAR STORM EVENT: 15.49 P-6 CONST.20 LF.OF 18"RCP O 4.5%SLOPE BJ FOOT CURS INLET 111°0 13E1 15.10 /1 100-YEAR STORM EVENT: 16.71 sa FOOT Cum INLET 1600 125E 1200 123S --- SS FOOT TYPE Z INLET 1&SO 1245 1245 A. C g4 FOOT TYPE 1E40 1,55 1135 1135 r Q sr FOOnwE•c•wLET n3C 12e 125 1u � I 1i '-._- 20.82 AW CUT EXISTING 19.82 19.Ot 's4ALA ST HAVE coNmlerE WEIRS(REFER roonnnM+E DETAILS)SAW CUT EXIST1N ��ATCH EXIST. II [� EEr/LIATCH EXIST. PAVEMEN@.6ND MEET MEET ATCH EXIST. SAW CUT EXISTI'1, / II CURB AND MATCH MATH NEW CURB ELEVATION •MATCH WITH NEW ASPHALT ALDT CURB ELEVATION AVEMEMT AND MEET ATCH WITH NEW ASP" 1,114II �• _- ____ PHALT PAVEMENT EL 19. 0PASVEMENT 8PAVFA/ENT ANAS i .4tIXPAVEM I s m T m - -- -. � A 211i5 R; 21.091\�OOtIX Z1-40 2=.8• 2019 .T.l 78.943IX I8.e taIll :. ''22 - N le 7_A Q PROPOS `t.^... c'o� • 'r.50 2o.9e te.7o 18.27•-� I 't o :7 W 3 c� TURN .,� �_ \ �� .- `�_I_-.-_!A_._ y7G�i .__.- .__._-.__.__--.-_. /� .__. ,_.__. I �.��'-. '1 17.2 -6.08 It1- .O 70.9' j' OL ` __.__.__.__. .. 117.8E 1421� 17. 9 _ IW-0 m" W • fi l l 20.80 i j., 1�( , "�' 53 -8 1 I I f- Q j i�P�/" zo:90 / /I •�T � .'11�1 �'111 �.RI S 6 �1 .`a;;: e! m :o z_ I 21.30 1 21.86 I-I,. •�S •,•lo.• 1 z ai I � 2t.5s 21.30 �J�Z��. � ta.:: � .�, . I I Q I�` TiLl 20.8_� ,22.23 � 21.94, y -®^ _ Tec,prY �� .Qa 18.1: - • 1 1 CK z I� f I �\` LJ c, �� .o (a rilICT-ZEVICAHT-AmCH:liNiiii, @ . ' , im I W I I I \_ 21.20 'so, J1, m .2 !� •I i.19 vv aI n_ 1 I W o I I. O. , 21.75 ^21.66 .B4°�21.19 o a 1. 1 22.00 21.78 L21.96 22.45 ^4 • '/�- 1 I Eam li I -0.50 11,3621.80, 22.53, \\` g2•� 22.21• 2L88 21.44, .°; - '• �' ��"",� 1 F5 / IIz^ •. m ff121.64I -322.59 '22.34 21.75 •21.R2 ^' 40 '•�' '.b - ° 22.40 .ez __ >" II Z a z II o I I 1 21. YJGff lift -::0 N I i',Na 1.90 •.10 /1y��14� 1750 N N I 1 1 r/ a) :1 I I o m I 21.75 J 'o,at i _ \\ $(f\ :1".'', Q I4 w I1 `zt.25 ej -I�•', 20.12 / HP__ .o I 1 a u z I, 1 1.10 .:e < .T' .� b - '+�X• t7.2o C� > _ _ 19.80 ' ce_a y zo.62I 1 �� I 22.5 zo.z 1/L :c.21�. , ,b.45 = voi K� '`•.,6:':...6 :. ,1.a 1•21.50 a 1111 \ I C 'tk 1 a am, a a\ ; y ail �� A , I. Be& g 1 BB&T BANK 20.65 ' �� PYLON i - „ S . , __ ; AREA =2,290.SQ.FT. ^21�t N ' ra ® ,_f„ II ci § I. SIGN o- Y _ N 20.23 A• 18.!T _ i; j I ,1 F.F.0. 12.51 z�' zz �.20.544' zo.7s 2N gyp• 9.00 ' ' is:ao0-0 in i o , 1 I /` z.'Rto- 2IAU7 • t9.7 �aHP k� ns 116.34 Z k rwI21.4 C ° �� )sI 16.34 \ HW n Al ..•• 20.fi2 . 13.1M1 \\\\\\��� 1 `-- Zm 1111 ! \ 21.70 t , 'O.zl 'l'"?6'S• 1 °. imiEET1/MATCH IX j12 '^ s22.40 \1 ..720.70 ia.10 zz _1 ♦_ 21.9i ♦ I ,.9• aA ` .A •4,20.12 20.20 19.87 1 ¢ IPAV®.IL7VT W o m .1.58 , 19. 1 . f, Z 1 m - g 4_1 ■1 ,I :� vi .21.5 S g r �>�22.4N ^= S 7 IO Z z � o- - I���• ,� I . � h � � .� a \ ! I LOT 2 � i � 1 Ir �® ° Mw I 1 I '' g § §, a - -1 ■ I�� • ` 22.za� ` �Hp/ I� �F - P^. ° 21.07 ��� /p�9_qp t&to I i6:5• L- -- dl a A W � �'�'. � /�`\\�� I N I N22.85 21.87 21.73 22.1, NN -4811110110 2..9 43 . 20.45 I _ /_ - PM 1 1 / = m 2 \/° 1 ♦ i 2i.97 �21.62 --2i.64_ _.__.1•: -21.28_._ . IP.__ __19 _.IIl,_��_`r�� L°.aw = L ?RA'f �( 0-:,���■iniiiiNOPV, 1m" --�, ‘. c =aR - -- - --2;:55 -- -- --m _ 21.1 4 ,.8 , a F1P F t( l ' • „ �► P-2a= 799711.-2- �� -_:._ 22.85 i7 � "���:�i=:•'^---�1;,�,� . : :� 1. 18.95► 51 ^ kr. i ,. 60 20.18 21'.33 519 , ,8.802'TRANSITIOP�I�il '� '•, • mot" /►A T¢M9nnsnR�21.70 - .e 1 .-, CURBTYP.22.G EET A .emu56 _GI ,'��..�„ , /#4y�� CONCRETE 20.571u 19.9?, 19.20 S,r ,A� Rq,\ 78.63 ( ) • -R305310. 18. " ,` �i 2p$ /'4'. - L SIDEWALK ELEVATION 20.05 j 7 ``.- .. . I III ' ■ \ - 21.- 21.16 ,,- 20.:4 20.72. . °. • .:.,ko08 • p \�Mfg" -,� i1�11111�w\__, ' i9 TO REMAIN ' JOB NO: • TRANSITION CURB(TYP. 20.76 20.61 20.71•..1° 20.16P"u a : I 'ONSTRUCfiON OS 19. - __ 1 DRAWN:OT LEGEND • zo.ntIX. zD.o2 ---- -___ `�&11144 .;, - - DRAINAGE BASIN >. 2'TRANSIi10 --___ •J`��CHECK: SOH "L.'s'`' DIRECTION OF FLOW • EET/MATCH EXIST. 2'TRANSITION CURB(TYP. T /7{g���� PROPOSED TOP OF CURB ELEVATION CURB AND GUTTER © DATE:NOV.2016 r I DRAINAGE INLET /'-"- PROPOSED PAVEMENT ELEVATION STANDARD DETECTABLE WARNING CURB(TYP.) PROPOSED CUR. AND CONCRETE PLATE • PROPOSED CONCRETE SAW CUT EXISTIN APRON AROUND /� PROPOSED E%FILTRATION TRENCH X 20.52 EXISTING SPOT ELEVATION • PAVEMENT AND MEET AND EXIST.INLET j//// MATCH WITH NEW ASPHALT 10• 0 IQ' C-6 DRAINAGE STRUCTURE NO. ASPHALT PAVEMENT PAVEMENT SO PROPOSED STORM PIPE SCALE 1•"10• SHEET OF ' i Ip- EXISTING TEQUESTA I % I � _ _ SHOPPES PLAZA _ II ,,\ I _ I % II /"PROPERTY LINE _ _ //r/ II I\ , I , — , S I ��: I ") (0. , J ",ANCONNECT NEW 1}' PVC POTABLE WATER .n..• %'n\� i ( 111:11111111111V,, I SERVICE TO EXISTING POTABLE �`. ' 'j 1" WATER METER (FIELD LOCATE METER); !r: ,��� ``1 1� I INSTALL BACKFLOW PREVENTER ( JL PI. ,•! 1 �_ AND 2 BA�VES IAW STD DETAIL D3 ` -' 1 „11211111111 .r5 410) a f , EXI TING WATERSMAIN 1 CAP'FOR FUTURE PVC '� . .� 0 ' •.a_ II- 4"EIEET111"""' 11 I C :181 ECTION TO IRRIGATION - a '► cl S tM • - LJQ BB&T BANK b �� i��I ' © CONSTRUCT " AREA =2,290 SOFT. ...!!! wF io 1 � I PVC POTABL F.F.E.= 22.5' • n•- O \�� �- < Z j I 1V TER ll LOT 1 c I Q' 4)) 1/ I I 1 VICE IAW VILLAGE OF •' f l CONSTRUCT CONSTRUCT a m w CL �� �\ TEOUESTA 8 L.F. 6" 6" CLEANOUT m r 1/ I STANDARDS �• PVC (SDR 26) —_INV �,q,3 —1_i In i �, I (SEE DETAIL) a • • Lli INSTALL_DOUBLE I • Cl STRAP SADDLE I • : iAND CORP /I J STOP PER 1,/, j \� LOCATIONIMATE Of EXISTING n n'' • �� / LOT 2 VILLAGE STD y I \\ SEWER CLEANOUT TO .�� \\ `\ ^� I i DETAIL D1 II� I S BE REMOVED I.E. 18.98f CONSTRUCT �\F �• ��, i '� .9' (FIELD VERIFY) • \ 6' PV)�, (SDR .. I •/ - 1 - 1, INSTALL 2" IRRIGATION f� _<.\O S .58 MI y '/ PROVIDE AND INSTALL / ' I METER W/ METER ._•.n \ 1 STANDARD BOX, REDUCED PRESSURE �� \ ,;0"" 'a INSTAE J ,y 6" FIRE HYDRANT I I BACKFLOW PREVENTER •�_`l - - • S.•6� �°• 1}" R.S\G.V FOR I ASSEMBLY IAW lIl , I AND 2" BALL VALVES IAW WATER TO BUILDING POTAB I sO VILLAGE STDCO ,-,��\ LAGE STD DETAIL D3 �, WATER SERVICE • I GO OVER c 1 / /// DETAIL D10 �. - ......,..,w,r�..,, STORM � CONSTRUCT 6" CLEANOUT I so / x ����.[, + 2,,,,,...--' 25 ��� :AP SEWER SAN SAN 1 INV. EL. 19.10t (SEE DETAIL) 1 Lj ��I/L ' ',� PROPOSED Z g 7 A. ��[]�� • I unuTY ''\�'- ,•/•/,/���/ AND N CLEANOUT \--CONSTRUCT 63 L.F. r•- EASEMENT ( C. 1„ o Ipl�'� I,� (SEE DETAIL) 6"PVC (SDR 26) I I Z Z 4 � N\, N YIi� O S= 0.5% MIN. 4 F i . . �► - _ Mill ' 1 L U 0 Z 1 Q • 8 111111 o I Kas VERIFY LOCATION ? u om IIIIII PROPERTY UNE INSTALL 6' R S G V •• U i kii OF EXISTING SEWER z H 6 j UNE (TO REMAIN) F Q i m J qq 11111 1 EXISTING SANITARY SEWER MANHOLE TO •RAISE EXISTING SANITARY o_ E 'd p I I REMAIN (VERIFY INVERT - SEE NOTE 5) a R I SEWER MANHOLE TOP 70 PROPOSED GRLE TO WER TO I�1l1!1� _ WATERWAY ROAD_(60' R�hT — — — — — REMAIN OPERATIONAL 00 NOTES PPnPMF 1 R" Pm- MAIN h�"I'. LEGEND (DR 18) FOR FIRE HYDRANT \ r +4V}�- PROPOSED BACKFLOW PREVENTER 1. SEWER MATERIALS AND CONSTRUCTION SHALL BE IN 3, THE BANK HAS AN EXISTING GRAVITY SEWER UNE CONNECTED TO FOR LOT 1 1"7 ACCORDANCE VAIN LOXAHATCHEE RIVER DISTRICT'S AN EXISTING SEWER MANHOLE ON WATERWAY ROAD. THE EXISTING (PAVEMENT SHALL BE REPAIRED © PROPOSED METER STANDARDS AND SPECIFICATIONS. SEWER CLEANOUT WILL BE REMOVED AND A SEWER LATERAL MU-BE AFTER WATER MAIN JOB NO: INSTALLED AS SHOWN FOR THE NEW BUILDING. SEWER CONNECTON ON INSTALLATION) —Sw— PROPOSED SEWER LATERAL 2. WATER MAIN MATERIALS,CONSTRUCTION AND THE EXISTING MANHOLE AT WATERWAY ROAD TO REMAIN. F DRAWN:GT PROPOSED WATER SERVICE TESTING SHALL BE IN ACCORDANCE WITH VILLAGE OF I OCATF FXISTING 8" WATFR TEOUESTA WATER DEPARTIAENT MANUAL OF STANDARDS. 4. POWER AND TELEPHONE CONNECTION-THE EXISTING BANK PLANS MAIN, PROVIDE 8-X6" TAPPING —® PROPOSED FIRE HYDRANT TO MAINTAIN THE SAME SERVICE PROVIDERS FOR THE NEW BUILDING. CHECK: SGH 2. EXISTING UTIUTIES AND CONNECTION POINTS-THE SERVICE CONNECTION POINTS AND METERS WILL REMAIN WHERE THEY SLEEVE, TAPPING VALVE, SAN—� PROPOSED SEWER CLEANOUT 2. BANK'S DOMESTIC POTABLE WATER SERVICE IS ARE,HOWEVER,THE ELECTRICAL AND TELEPHONE UNES WILL BE VALVE BOX AND COVER _ DATE:NOV. 2016 COMING FROM AN EXISTING WATER METER ON THE WEST RE-ROUTED IN ORDER TO CONNECT TO THE UTIUTY ROOM IN THE , SIDE OF THE BANK. THE NEW BUILDING WILL USE THE NORTHEAST CORNER OF THE NEW BUILDING AS SHOWN. ___ PLATE BUILDING SETBACK UNE SAME METER UNLESS THE UTIUTY DIRECTS OTHERWISE W I• 1• © HOWEVER, THE SERVICE UNE WILL BE RECONFIGURED AS 5. CONTRACTOR TO VERIFY EXISTING SEWER INVERT AT MANHOLE AND C-7 EXISTING SEWER MANHOLE SHOWN ON THE SITE PLAN. DETERMINE IF MIN. 0.5%SLOPE CAN BE OBTAINED. CONTACT ENGINEER IF ADJUSTMENTS VALL BE REWIRED. SCALE' t.10' SHEET OF 1(DO NOT ENTER)9GN h R1-1 (STOP)SIGN.BACK TO BACK PAVEMENT MARKING NOTES: 30'X 30'MIN. I LANE WIDTH I I.PAINT COLOR TO BE"WHITE-FOR ARROW AND LEAR., MRNE-THRU•LElluo TO BE ELONGATED HELLVERCA MEDIUM-4"WIDE STROKES. r F T TURN ONLY 4'STOP BAR SIGN(R3-5R) 2.ALL PAVEMENT MARKINGS IXCEPT PARKING STALLS SFW1 y� w �� �, BE ALKYD THERMOPLASTIC 90 MILS IN THICKNESS IN ZZ WN.(SIGN, S-1(DO NOT ENTER)SIGN&R7-1 74'STYTP RAR TOP SIGN(R-1) ACCORDANCE FDOT STANDARDS. O O O 2A,Rro RU1 (STOP)SIGN.BACK TO BACK 30'x 30"MIN. in. 30'X 30-MIN. 3.PARKING Sfutc SHALL BE PNNIID WTIH WHTE UTIX U U TTi II c `J a 5K STOP ALLTRA PAFIC PAINT STRIPING SWILL BE N ACCORDANCE WITH S 5 \ � 4. ALL VEMEM P CE 5 II W Y 1 �A ra FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. WM ¢ Cr II RI(R8-S1 ) C I .1A O ----- --- ----' ---------- - - ei N0. 17316. a Q 5.HANDICAP SYMBOL SHALL BE 4'WIDE THERMOPLASTIC II p � 1' BLUE'TRAFFIC PAINT IN ACCORDANCE WITH FOOT INDIX :�,on Pi t STOP BAR WITH TEXT N0.17346. SEE DETAIL ON SHEET C-8. C K II b �'.: N.T.S. V NOT1141 . ' ,^ J4'STOP �'-. II ` ENTER) \ : 2 BAR • 6. HANDICAP PARKING STRIPES SMALL BE 6'WIDE n n SI'� �: 1 M NOT FTITFR \ G I -. \ THERMOPI SOC TRAFFIC PANT IN ACCORDANCE WRH H n I I ( ) \ WIRECTONAL FDOT INDIX N0.17346 , ^ i h Rl-1 95TOP) ` A ARROW ^ SIt�ACK TO BACK A',••`/ 1 1 (TYPICAL) 7. HANDICAP SIGNS SHALL BE INSTALLED PWMB PER <p I i %30"MIN. « ARROW OVAL Y > I _ FLORIDA STATUTES. SEE DETAIL ON SHEET C-8. I I 2 I DIR ACTION / V • \ (TYPICAL) 8. STANDARD PARKING STALLS STRIPES SHALL BE WIDE o ' ARROW • / J 9-8� WHRE TRAFFIC LATIX PANT N ACCORDANCE WDH THE Y I l TYPICAL) 'i I 0 PAVOAENT MARKING LATIX PNNT NOTES ON THIS SHEET. 7TOP SIGN O •.\ (R-,) 1 9. ALL REGULATORY SK.M SHALL BE MADE OF NIGH (� I, r BBlT �/ :: 3T/'X 30' LATEST MOON OF T MATERIAL/S SPECIFIED IN THE I / i PAM Cr AREA 82,290 SOFT. N MIN. - LATEST DNRON OF THE YUTCO. z 7 F.F.E.R 22.5 ST 10.CROSSWALK 9DEUNES SHALL USE THERMOPLASTIC PAM Q Y III( 7 \ 4. LOT 1 CTIONAL STRIPING PER FDOT STANDARDS AND SPECIFICATIONS.SEE N Y A IX /C ARROW BAR DETAIL ON SHEET C-8. TL <a Q Iit PARKING :(TYPICAL) ♦ RE LANE 12' ] =O 9. SIGN 11. ALL SIGNS SHALL BE INSTALLED AT 7'FROM THE _ A 5,-3" 4,-3" F Q u ■4 I! .% JO. FIRE LANE BOTTOM OF THE SIGN TO THE PAVEMENT SURFACE. �1 1 "I"Il'1"1-"-1.1. `�v •.." ..4 SIGN NOTE: ALL PAVEMENT MARKINGS SHALL BE PANTED 12.CONTRA.CTOR SHALL PRCVIDE ALL PAVEMENT MARKINGS ~O i Z STOP SIGN TRAFFIC WHITE,UNLESS OTHERWISE NOTED. AND SITE SIGNAGE PER BB&T STANDARDS AND , c O Z I:,yl l 11;,-�,1- I.I'......;:M'. (R-i> t DIRECTIONAL ARROW REQUIREMENTS. m `, L:Tl .Kai ism:':.`.:::,•:- •---.� ♦ 30-X 30" �f% _ MIN. 4•ST BAR PAVEMENT MARKING DETAILS �I Z PAVEMENT MARKING LATEX PAINT NOTES::11H,r nA_.---. N.T.S. Q ITI'iG .•••" 1 A ALL LATEX PANT FOR PAVEMENT MARKINGS SHALL BE: Q 11I � _ LEAD 20' 2' •'III LI�w. ,.__ } :_•.'-.�. Ai' TIME OF LESS 44 CHROMATE MINUTES. RFMV MIXED.WITH DRYING _ IIII A t.BWITHS AS -OF-DESIGN PRODUCT, O COMPLIANCE REQUIREMENTS.PROVIDE ONEOF CT TTHE DOLLOAWNG T 0 ] S 12"WHITE _ PRODUCTS: Z WALK DETAIL ON THIS \-6-WHITE (SEE CROSS � \ / A WRON INDISTRML COATINGS;-DURA CUD LEAD FREE LATEX4 Q SHEET) STRIPE WALL(DETAIL ON THIS SHEET) SIDEYTALK ZONE MARKING PAINT-APPLIED AT A DRY FILM THICKNESS OF NOT LESS THAN 8.3 MILS. oy I)COLORS: Z 0u0uococecC o)W14TE/OU9948500 160"MIN.DETECTABLE SURFACE SHALL BE ?n2G2o2C2G� 6)YELLOW:/W 1YZM700 PER FLORIDA ACCESSIBILITY 12"SDUO WHffE STRPE B. SHERWIN-WIWAMS COMPANY(THE):SETFAST LOW VOC STANDARDS 8 VILLAGE OF ACRILIC TRAFFIC MARKING PAINT'APPLIED AT A DRY FILM (n ' lEOUESTA REQUIREMFNR. 60" 12'A18'z0.080"ALUMINUM THICKNESS OF NOT LESS THAN 7.5 MILS. HANDICAPPED PARKING SIGN-BOLT • eo. - 1111111111111=11 I)COLORS: e TO ALUMINUM POSE WITH 3/e"OlA ]T U- BOLTS.BLUE REIN WHITE BACKGROUND 1-1 1 a)WHITE:+DU9948500 III L•:•'• :: METAL SIGN WITH WNRF REFLECTIVE hale_R �"0 6)YELLOW:/DUIYZ 1100 to w � to SYMBOL AND BORDER Y L ■ - B.GLASS BEADS:MSHTO M 247,TYPE 1 MADE OF U g I BLUE REFLECm'E BACKGROUND _ 100X RECYCLED CLASS. Z 1 1. O f w NSt kt.... .. YETAIL SIGN WRH WHRE OPAQUE izzi O J mr. IECENO ANO BOROQt CROSSWALK DETAIL I.ROUNDNESS:MINIMUM 75 PERCENT TRUE ^BANE fEflECTNE BACKGROUND Tor m sPMERES BY WEIGNT. i YETA SIGN WTM WHRf ' Z O - _ RERFCIM1EIETTEFRINcfTP-ss. 11' Q it\ Z I IB'K12'PERFDOTINDIX1)755 I- j�III,�```1I4• t 2 3 -9• p \jl) SEE DETAIL Ill . SPACE 1 1/2.OK BLACK ANODIZED L. 2"( ) I.0 10' >K 30'� z yJG E T 5'MIN. 12'MIN. STRIPE DETAIL �WATERTIGHT ITH _ U - s NOTE:SLOPE noT 10 EPIC®21L N ANY DIRECTION KTA H/C PARKING DETAIL, 3'-6' F z 8 Ji/C PARKING DETAIL q HT.S TOP OF LURE -1G-9' a a 3'0 = u g lim CANFRAI NOTF6. i CONCRETE BASE,MIN.3.000 P.S.I. H �^-�1'-6' r11" fi 1.ALL TRAFFIC CONTRA SIGNS WITHIN THE 'ESTOP, 6. NGPARKING -� Ciej PROJECT SHALL BE MANUFACTURED USING D DIAMOND GRADE REFLECTIVE SHEETING(OR ONLY PAAKNc e. ] -24' �� 24• I"-i AND EQUIVALENT).ALL SIGNS SHALL BE - '- p�`a FIRE LANE _ J _ CONSTRUCTED IN ACCORDANCE WITH MUTCD R3-SR RI-1 rT J� _ _ _ - OH CRITERIA FOR SIGN SIZE AND SHAPE AND HEEPClE11A ��� FI (7 -6 6 T2^�I IF 1z'->I IF LETTERING DIMENSIONS. VAN M LJ) 'I ` " r'-1 I ONE WAY> C�se E� Uhl.TIMES }I/C TYPICAL SIGN DETAILS u^UI J^uS U 24• II^111LLL{III 24' JOB NO: 2,ALL TRAFFIC SIGN POSTS WITHIN THE N.T.S. STANDARD PROJECT SHALL BE 2'X2"SQUARE L.-: I IMC WacoPARKING SPACE DETAIL DRAWN:GT BREAK-AWAY 14 GAUGE GALVANIZED STEEL / R6-IR MTH PUNCHED HOLES AND IN ACCORDANCE R5-1 FTP-25, .N.TS. VA1H FOOT AND VILLAGE OF TEQUESTA R7-88(FLORIDA) DRIVE-THRU CHECK; scF+ STANDARDS a REQUIREMENTS. &FTP-55 PAVEMENT MARKING DETAILS NO N.T.S. STANDARD PARKING SHALL COMPLY WRH DATE: NOV. 2016 VILLAGE OF TEOUESTA CODE SECTION 78-691(2) PLATE TYPICAL SIGN DETAILS REQUIRING DOUBLE STRIPING. N.T.S. C-8 SHEET OF VERTICAL SAW GMT vr ro 3/18'EI¢ 1-1/4-OF FDOT SP-12.5 MIX ASPHALTIC 3/4•OF FDOT SP-9.5 FINE Lox T/A i CONCRETE MINIMUM MARSHALL STABILITY OF 1.500 LBS.PER f ASPHALTIC CONCRETE MINIMUM FOOT SP FI FI9GTKKLS. MARSHALL STABILITY OF 1.500 LBS. ..:\ T •..�,, .• � T 6"THICK UYEROCN BASE(YIN.lBR TOO)PRIMED PER FOOT SPECIFICATIONS. R COMPACTED TO 95S DENSITY AS DETER/MED MOTE BY AASHTO T-180 AND CARBONATES OF CAILNN CONTROL JOINTS SHALL + HOT POURED RUBBER AND MAGNESIUM OF 70S ii NoTF5; 0 PRPIDE KEY N TRNmmN OF O.EMAY BE CONSTRUCTED EVERY JOINT SEAL GOEFO11q -L 1.ALTERNATE PAVEMENT AND BASE 6 - TO EOSTIt5 PAVELEIT FOR RUSH FD.O.T.TYPE S-3 ASPHALTIC CONCRETE PAVEMENT. S.OF LENCIN OF SO MALI/ V 44tiRi/0 E3.:...__.g ;�;.,"...%..4 I o SECTION MEETING FDOT STANDARDS AND IRNISRION.SAY/M AND sTIOP OF 1•MIN.OR AS INDICATED N GRADING PLAN. CONTROL JOINT PRIME COAT BETITEEN SURFACE �- v SPECS MAY BE SUBSTITUTED WITH 5 =TING A9'NNT.NOTH AS REOu ED MINIMUM MARSHALL STABILITY OF 1,500 LBS. COURSE h UMEROCK BASE / /p� ///.//�/� REVIEW AND APPROVAL FROM ENGINEER. FOR KEY IN TRANSITION. N.T.S. \\\Q\\W\\ Q'9 Q'��\A`'\\�•_ � LJJ Nor PARED RUBBER Z///Qa\/.// QG,il,'/.�//Q!..4#4 / - 2.SW.-CEMENT BASE wnli A l-DAY TICK COAT LOW SEAL COYPWIO ✓�M�j \�//.�!// \ STRENGTH OF 300 PSI MAY BE USED -- --! t/2• INSTEAD OF THE UMEROCK RISE VARIES EY.6T.ASRALTIL CONCRETE SPECIFIED SFIED Br SUBC AND FOR A MINIMUM EI• 1• UMEROCK BEARING RATIO(LBR)OF 40 AS }_pECYCLFD CRUSHED CONCRETE(RCC) YK SEE DWG. 11Y + SPECIFIED BY FOOT AND COMPACTED TO MAY BE USED AS AN ALTERNATIVE BASE. •1•� - - • T/2 LOOS(YIN)DENSELY,PER AASVRO T-99-C RCC SHALL BE OM AN APPROVED FOOT PROVIDERURCED RAND MUST � _ T BE COMPACTED TO AT LEAST 100% r^� •" EXIST.LNEROCK ELSE COMA �•�I I DENSITY WITH AN MIN.lBR OF 120. �IAI IrRS>D LIGHT DUTY ASPHALT PAVEMENT SECTION A REFER TO UNIVERSAL ENGINEERING W E%I51.BASE COURSE 1' MOTE NDT TO SCALE SCIENCES REPORT ON SUBSOIL Oa IMlcSITGATION FOR ADDITIONAL TYPICAL OVERLAY KEY IN TRANSITION CONSTRUCTION JOINT INFDRMADDN AND RECOMMENDATIONS TO BE IMPLEMETED IN THE SUBSURFACE N.rs PREPARATION. HOT TO scALE 1-1/4'OF MT SP-12.5 NIX ASPHALTIC NOTE: WM: CONCRETE.MINIMUM MARSHALL STABILITY 3/4•OF FDOT SP-9.5 FINE MIX IF EXISTING GRADING DOES NOT ALLOW FOR T"MIN. 1.US DITO SEPARATE THE NEW S JOINT$HALL BE USED ro OF 1.50E LBS.PER FDOT SPECIFICATIONS. ASPHALTIC CONCRETE MN4UTA ED MAIM.t STABILITY OF 1,500 LBS. � PAVEMENT OVERLAY,PROVIDE REQUIRED SCARIFICATION CONCRETE SOL-WALK FROM OTHER E'THICK UMEROCK BASE(MN.LBR 100)PRIMED PER FDOT SPECIFICATIONS. .-e NEW OR COSTING CONSTRUCTION. h COMPACTED TO 98X DENSTY AS DETERMINED Q OF EXISTING PAVEMENT TO ACHIEVE THE MIN.LAYER 2 carmoL aowts SHALL BE coNnTRL1GED BY AASHTO T-180 AND CARBONATES OF G4LAO N ¢Q THICKNESS. EVERY 5'OF LENGTH OF SIDFWAIN. AND MAGNESIUM OF 70% _I w 5 0 3.THE CONCRETE MOUND THE BICYCLE B�-•.•••.•••.•••.•.••�.•.••••••••••••••• 0" = PICK SHALL BE CONSTRUCTED M' 4^�Afi:',C'-..,S^.•rk.�aV:.!!',T. P-r g O TO THE SNJE SPECIFICATIONS AS THE PRIME COAT BETWEEN SURFACE -'I Y.J,,,..„ ,_+.•,,,'.'yI u1,,,,,, m F- =Ly SIOEW.LLK ADAINNG IT. COURSE h UMEROCK BASE u, A.ALL SIDEWALK CONCRETE SHALL BE V/ \\/�/t/\`/.;'\\//\\V\\//\'�/\\/!1\\/IQ//E 1' ~ =H MIXED AM/FIBER MESH MELNE Q \/\!�\\`/Q\\/Q Q�j�\\/ 1\//ww\\ .D 2 0) (MIN.15 lea PER cuB1c YARD) �a</. ././�! \A�\4A4 m W _15.REFER TO UNNERSPL ENGNERING 12'STABILRED SUBGRADE FOR A MINIMUM SCIENCES REPORT ON SUBSOIL UMEROCK BEARING RATIO(IBR)OF 40 AS o W Q INVESTIGATION FOR MoNNNN SPECIFIED BY FDOT AND COMPACTED TO M- INFORMATION AND RECOMMENDATIONS TO UJ BE IMPLEYETFD IN THE SUBSURFACE 100X(MIN)DENSLTY,PER MSHTO T-99-C PREPARATION. J' LLI HEAVY DUTY ASPHALT PAVEMENT SECTION I— NDTTO`^••• limm ,f3 NOTE AN E%PN...AM 9W1 BE E - e• uSED TO SEPARATE TIE NEW CONCRETE 900AAtK FROLI OS. _ . - t-1/2.MIN.ASPHALTIC CONCRETE TYPE 5-3 NOTE CON1RM AON1s BALL HEW OR EIOSIBIG caNSTNNLT1oN. SEW.MARSMNl STABILITYOF 1,500 LBS. 55a)R11H OE SO MDR MEN w0 AUOnnc To "L,•�;y:: ti .� _ CONTRACTORS F.D.O.T. .SLWLNMMATCHH IX6DNG mNr�ET tt S lfia I>r 1-r-1 �• � THICKNESS IF GREATER THAN 1-1/2' IOgID EDGE PER CIIBt ARE) r -r! I ,�,�•. rAlaurNo LAE — i AL- Ii. .OAimrt io rAa� '_ •� �7J•SEd. ....9uP To IE CORM 3000 P9 CONCRETE SCARIFY OR REMOVE EXISTING PAVEMENT • N wan%S1NL 1.ROB F MN. FOR NEW PAVEMENT CONSTRUCTION. U o m -.-•�• 6'SrABN2FD SUBGeAOE B•Ie.. LOU.10 FA¢OF Wm ;. kiii A Z uw .o.cauPACTm To -Y�� 1 I. 6.UMEROCK B SE MIN.LB.R.100,BOTH MAX_OF OENSItt I COMPACTED TO A MINIMUM 100%MRS 2 n j M BARS SECTION AT TUR oOwH w"�sNTo T-Teo).MAX PLASTIC Fr-1 I y p K gyg5. 4 4 K,s�'�'�..�` DF THE MAX DENSITY(MSHTo T-180) U1 Z H oIX A I • 2 EA 96 ANCHOR PINS �IeVY-���\�\\\T7).2 ? AT A2%OF OPTIMUM MOISTURE CONTENT. Z W N n SIDEWALK SECTION AT GROUND/PAVEMENT TYPE F SPILLOUTCURB 41'1154"A-A- FINTOED. J MI Z M L MS.MS. STANDARD PRECAST TYPICAL ASPHALT PAVEMENT/REPAIR SECTION x o o CONCRETE WHEEL STOP MOT TO SCALE Z 1 z - 8 TOO.EC. _ !LTC o Z LRWND CAME \ U Z — O S - F z 9 -. rB-t—t-B•--III .� 0 6 'WNfwM''� JL_i imin., i! I -- -- �,p SD x a a, 'S SECQN nT TURN NSWI ro) E E Sm FDOIRVE ro •_ b A -M RAMPSDETEC/CROBLE SWALKSwuecn s IN.CO 0. a / mxDE.TE(Mx.u W Ff wMvs/cRosswALxs vALL mloLr MTH ALL AM REouRFYE1IS (I,O � �� PLR Alec YARD) MOxouNC SFLITON r SENT.• So P 0,604 .06' �+; 1roOlID ENE • ^a gcTDK L V 1.0' T' ASRYLT PAHEIIDif ,: l.;y��ii �i��,,• `� wp � TYPE F pw•:,Y �����ipi�i{ I co1TI� S•5 A[lil • Vl�o T` ?D / ,108 NO: tom. �SiH� CONCRETE CURB AND GUTTER '++ DETECTABLE MoA REQUIREMENTS SHALL. ff -__ I_ 6 .I IBR 44 COIAP..TO HOT ID SCALE DETECTABLE SURFACE SHALL .41114111 O.6 MAX Od511Y BE PER IDA REQUIREMENTS �!'�j DRAWN:GT warm 1-10DL K.OtAsOC NOTES: -4,+ CUp9 A T MOEv v 6 AT NHEN USED ON HIGH SIDE OF ROADWAYS.THE + 6 6 CHECK: SGH CROSS SLOPE OF THE CUTTER SHALL MATCH SIDEWALK DETAILS THE CROSS SLOPE OF THE ADJACENT \ 9EYulR _- N.rS MILE PAVEMENT.ME THICKNESS OF THE UP SHALL ` AREA DATE: NOV. 2016 Nam, AN sowAmow ANT SHALL BE BE 6'.UNLESS OTHERWISE SHORN ON PLANS. PROP.TURN-DOWN SDEWNI(WHEN tea.TURN-DOMAIN SNEIYM%WEIN D CSMALL B'WIXMO 1CT Bn'Oi USED ET SEPARATE DE HEY/ 2-EXPANSION AMT,PREFORMED JOINT FlUIIt AND RACK SHAM SE CONSIRUCIEO NEE oRIE SST=C FRAM TITER PAVEMENT 6 ADYCEHT ro THS BT PI/MEW 5 E DETNf TO ASPHALT PLATE s w SUE 5M rt. AS TIE NDF d DOSTIIIG Ld41MPC110HN. JOINT SEAL ARE REQUIRED DLENT CURB k PAVEMENT.SEE DEAL ON TH6 SHEET. PRIBQrt.SEE DRNL ON M5 SHEET. 90ERALX A0g1Wf rt. DETAIL AND CONCRETE PAVEMENT ONLY,SEE DETAIL ON TIBB SHEET. 41: C-9 ADA RAMP DETAILS �E'D`V N.T9 J�DA RAMPS DETAILS NT.S SHEET OF (sEE NOTE 1) CI I I— 1T SQUARE X E•THW( CAST IRONCLEMENT COMPACTED BCKFEL R6 FORM=10 ME DR oTIER FeeM1 t1W MO ROIOVFD SL B PS M BE CAST (JOSAI1 SERIES EWAL) MORAL 4 = BOCIFEL AROUND CIEANOUT OM TAMPERPROOF TOP SELECT I / II comma ED �m AMR e0--6/e W.W.F. PAV�D/ENT FI r SET PAO FWBN ~ _i i 911 J r Bc/s(T IOC �m ��� j:�11- Opp S RO��I SiptM PINNACE BARS Ew 0 C. NTH FBY91 GRADE W rnMCWETE �� I� e•MN. ��,.•.i i� �eRAfJ10 --0-- --D—I •' �r$31% .-._ /.•.�,,. < 6 "I � . rc S i�� CONCRETE IOL iI. ' 71� ,72 `' W T� -f��J ' -" it DO/METER) 45'BEND p 4 TOL ��m MAXIMUM OVERLAP LENGTH e'OR B'PVC `AS SPEGMED FOR NOEL D: PPE SELL CGITPACTED GRANULAR 36" POLYESTER.NON-WOVEN GEOTEXTIIE SEE DRAINAGE PLAN BEDOOC MONK SMALL BE ALI REGARDLESS ( ) ` CONCRETE Be./4(6'WIA) PPE(Ill OF PIPE DIAMETER, WAIN.TO MIL THICKNESS LAP SADDLE FABMC A IMMO.OF 12• ... — �� NOTE MO STOMASHALL � 11I—I I—'� w NTH FUER FABRIC. CLASS "A" BEDDING—SPECIAL CONDITIONSMit CONCRETE PLUG algaNnt NTH WATERTIGHT o N.T.S. RI JOINT WRAPPING DETAIL SADOLE N.T.S. N.T.S. ROOF DRAIN CLEANOUT DETAIL (SEE NOTE 1) N.T.S. -PROTECTIVE CONCRETE SIN TT/ MELTED MUCH Q SPECIAL DETAIL, 70.95' $g .Illr-Ln -BI � N.TS 8^�LL • 61.39't (S-) w o , J !�� BEDOMG AND TRENCHING NOTES F Z Q Q vo i COMPACTED . BBG 4 RTREICMDYIIOIN AT TOP OF PIPE co W M,171ML MAX. T -Bc+24' ISOLATOR ROWEMI m� i I/% MAN.BE-1MAX.DIM.OF BELL+ 1 S(SHEETED TRENCH) I / RZS• wX.ox of BELL+T2 (sNEkTm TTma]I) 0.5'i / W / �/ 2. DEPTH FOR REMOVALRF_ OF UNSUITABLE FOUNDATION WTEIOM MALL N 1 // D REQUIRED TO REACH UNSUITA LE N TERIA FOR NON OD- x/2 CUSMOFOO MUTER6AL•DEPTH SHALL BE 6'BELOW BOTTOM •r!L�J of vFm. STORM TECH MC-4500 Q 3. SHEETING SHALL BE DRNEN BELOW THE UTILITY INVERT 1RLGmRAmm I SEE NOTE 2 IF REWIRED FOR LATERAL SUPPORT OR UNSUITABLE WTEIIIIL Z SOIL OVAL WHERE DRNEH BELOW PPE�•SLEETING SHALL 29.10' 25.90't 8.33' SUB-SURFACE DRAINAGE SYSTEM I BE CUT OFF A MUNCH CF 12•ABOVE MP OF PIPE.OR HAMERI PE{BELL L_••=-••� AS AUTHORIZED BY 71E ENGINEER.MID LEFT IN RACE N NO TOTAL NO. OF CHAMBERS: 42 (14 CHAMBERS PER ROW) Q USE SHN.1 SHEETING LEFT IN PLACE EXTEND HONER TIMN 30' \\.... 0.6 BA(TOOL) �WTI BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING Mull BE APPROVED AS REQUIRED. 0.5'+ / .. NORwL TRENCH (RAIAIIAR BEOOIIG 4. PROTECTIVE CONCRETE SLABS ARE IjET WED WHENEVER MOPE pEPTN OF COWER IS LESS THAN 36 AO P APPROVED BY 114E 5. BACKRLL TO BE COMPACTED TO 98X DEISM(OF (TYP OF STONE FCR MMTO TIM MOTF103 PROCTOR IN AREAS TO BE PAVED CLASS "B" BEDDING—NORMAL CONDITIONS AND 95X AT ALL OTHERS. REFER TO STORMTECH DETAILS N.T.S. )\\.v...D lEDI MfICIRATIGN SYSTEM 0� PIPE BEDDING & TRENCHING DETAILS FOR NON-PERFORATED PIPE OAP _ 1 1.._ (TYP') J STORMTECH MC 4500 SUB-SURFACE DRAINAGE SYSTEM (_i g T � '• N.T.S. z a _ IZ , h •• STANDARD 5•-5• � _ sH N MIANNOE FRAME Z L•1 Z § o ii TOP EL 16.35 JZ 11 5'-5" toD IMI 966 4g\ 4-1" _ I O . e a ? S/ / ONCRETE `l U1 / / WEIR GRATE EL.17.30 Z 'CM 5-5 E F H Z Y O HEIR EL 1235 P Ill - ONCRETE n 1111 4'-7" �� r WEIR Oi d 0 1 Grote c z wEm EL..u5o x 1• B'THKK CONCRETE \ A P 1 2" CI. •. � WpR WV.EL 11.35 ,_� INV.EL.11.35 /' 1 < I - % N 1.5 111 I 64 BARS `'� 12'SUMP EL 12:•� -r EL 1280 - O 12"CNlRS. BOT MINIMIE .EL 10.35 Ili B" I L) =• `\ '� ihmi I 1 1LR�+ N PLAN VIEW `TD STORMTEa SECTION VIEW — Joe No: EL T.3o YANIFI)LD/OIAMTBptS - m4 TO LOT 2 DRAWN:ALT DRAINAGE STRUCTURE S-6 PLAN VIEW SECTION NEW CHECK: SGH MODIFIED TYPE "C" INLET WITH MANHOLE TOP DRAINAGE STRUCTURE S-7 DATE:JAN.2017 N.T.S. MODIFIED FDOT TYPE "D" INLET PLATE NOTE THE WEIR 15 NEEDED TO ONERT TIE WATER TO THE ISOLATOR ROW FIRST N.TS. C-10 SHEET OF COVER LIPS COINECTION TO ELIO MC-4500 TECHNICAL SPECIFICATION NTS CREST STIFFENING RIB CREST slwcnMIESWI1xrooEmW } i w` iZ' w WEB am1tNINC 1® UPPER.ATILT j j^..'1 r?' - $• I,a , �•.•: N . CORRUGATION R:/%%��/�//�//// �1� O''I i1 (/I II11111 I i,Il III 'I,III.. I'I \A NJ 3FOGT p5:o.omm) (uw1�NR) NAEoaEEIIIII I I I II I1I,.i II I'.I III I `II aJLI,I 4.i ' � I 1 ,'. ��H�I��a� ,,: i .-.. G ►�� �I LI�iH.II� It LOWER JOINT CORM - PN Im�AGE.awE�- a BUILD ROW IN Ms OWECn01H MO.(2840 mm) BASE SHONE ) ETAT R SC ETIBC Ho ..0,A,.l•wrnce mnwuwss ENURG Wmcu.sown ^ kl 90.Y(2291 MC.4500 ISOLATOR ROW DETAIL < WS (N217 Ann) 520' T LLlED -- 0321 own) nA�,ru�+ 1 .. 30.E i.ALL DESIGN SPECIFICATIONS FOR STORMTECH MC4500 INSPECTION BMAINTENANCE wx MIA IA�rATIma U ^ INSTALLED mm) CHAMBERS SHALL BE M ACCORDANCE WITH THE STORMTECH ` _. W J IMSTALL01 41®II A,,,,,,mATORR,,,,A eEInEEEWT %d/ a ,__.. DESIGN MANUAL A reEEnlGx rnla OFwtm+11 ,AM s ON KILO/LUST MIXED.. I- Y17 I- L. NOMINAL CHAMBER SPECIFICATIONS 2 THE INSTALLATION OF STORMTECH MCi500 CHAMBERS SHALL PN rwllxwrE LOO ./7.?`a`?i� ? W 3 O L SIZE(W X H X INSTALLED LENGTH) 100.0.X 60.0.X 48.3' (2540 mm X 1524 mm X 1227 mm) ,�� BE IN ACCORDANCE WITH THE LATEST STORMTECH '��R^y ANAII (.m INAa•+N1»� p,-i E CC AS IS TEMLLEKL IS CHAMBER STORAGE 1085 CUBIC FEET (3.01 A8) INSTALLATION INSTRUCTIONS OP LOCAL rHeo oro STEP xw MOT..wcEm - ;_. E.,:li;, W~ SILL O Gowen ce cams MINIMUM INSTALLED STORAGE. 1828 CUBIC FEET (4.60 m') 4\1\l‘t ��\ INSPECT DOWN TOE ISOLATOR ROW OLSOLSJI MILLET OPE 11-,•1 A%;TS T F Q M) WEIGHT 130.01a. (59.0 kg) ` 3.THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND � � I��11;;.U:�..- Nrure nears 1 J�d THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING fO11D`v rII Z N NOMINAL END CAP SPECIFICATIONS SYSTEM INSTALLTION.CALL 1-BBBd92.28940ft VISIT us ea.oNAev+e.r mmmxemmsmvrNm.rwumroslvs I5 13' SIZE(W X H X INSTALLED LENGTH) 90.1'X 59.4.X 30.7- (2291 mm X 1509 mm X 751 mm) W W W.STORMTECH.COM TO RECIEVE A COPY OF THE LATEST TERpe MAAS MR ISCUTOR ROW MISS THE TETVAC PROCESS EnBo2E i lNGwewAvmwl6Mwm ..,::: :z.TullIImmr m c W1 ENp CAP STORAGE 35.]CUBIC FEET (1.01 m2) , STORMTECH INSTALLTON INSTRUCTIONS B. APPLY C vAaw sTRENM.O AEIVAC win MOO:W. wATEP M CE.W 'I�H COMINIMUM INSTALLED STORAGE- 108.7 CUBIC FEET (3.08 m•) WEIGHT 135.0IEs. (612 4.CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD m®11 REISAM Ni COVERS.SPATES.FAmu/JD Em SEMIS OsseEVAicEc.V41 ACTORS i �) COT FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION yTEyl mwy arr��s� E-sue wsMEs+ �e1.s� 1 1111 �n�em Q 'ASSUMES/7(305 mm)STONE ABOVE,9'(228 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS A • 12' 5 mm STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY. IUSED TO ORMALLINESEESSITY NOTES NaEcnox loRrilEsru2A1ION F- . nme WA w.a.emo MER NZEAGN w GD : :":``:"1``T'"(""` W STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WTTH'B' OesERVATIere CEe2ulExrrr ,.,„,., 2EAIaCvn2NNe Q STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WFIHT 2. SMOMrI¢nwC...T.ESCRHaANNwuv CA ALEN eMPECmv SHOWS ANT AVALTEANTE B MECTxsnv. MC-4500&INSPECTION PORT DETAIL .. ♦W♦I� NOTE:ALL DIMENSIONS ARE NOMINAL / V--/ 4 CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE 4•[100 mm]SCHED 40 SCREW-IN CAP 4'[100 mmj Q NYLOPLAST I7 1 SCHED 40 PVC 1224'(300-800 mm)SIRE ON SIZE AN015-/C(3]S12IX)mm)ECCENTRIC MANIFOLDS. [J00 mm INUNE GRAIN CONCRETE COLLAR cos,.INVERT LOCATIONS ON THE MCd500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED . I. BODY W/12'[300 mm]SOUD HINGED 4•[100 mmj SCHED FOR PIPE SIZES GREATER THAN 10'(250 mm) COVER AND FRAME(SEE NYLOPLAST / PAVEMENT 40 PVC COUPLING Q . ' THE INVERT LOCATION W COLUMN R'ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. DWG#7003-110344 FOR PAVED _ • 4'[100 mm) APPLICATIONS/SEE DWG#7003-110045 _ 11 r1 4- SCHED 40 PVC FOR UNPAVED APPLICATIONS) _„A.,v:F■......!T [1021III0) _ 'Y`MI`i'I` IYM..ek NOTES: LDS TEmmnalo4. nAvElaNT EL moo 3/4-21NCHC(19 mm CHAMBER mm t INSPECTION PORT MUST BE - CONNECTED THROUGH KNOCK-OUT CORE 4.5'[114 mm]O • %��yi ¢ ( �j �CA BASE EL MOO '- - LOCATED D CENTER OF GS TO E0. ' HOLE IN CHAMBER ) U bd T1, 4Y,k,.' ,. V•1B. . 0 ,'q. 1av 2 ALL SCHEDULE 10 FITTINGS TO BE AI (4.5'HOLE SAW READ Is1E �'A e I ,�: ..�.... �'� 1oR01 STONE FSTa n.0 4'�f�'�I II 111'W W 1 11 SOLVENT CEMENTED. 1I���'f'�' ? Z g 1MT1w oT s1axE a Ian `` EawvAly I ( I 1 '' ,.� �� I� j I 1� CLEAN CRUSHED ANGULAR STONE _ w P. 1.NeeeIAEEB� Nv / \ \ .-. I'd l �� / 4;4;.,I 11,,1 �-ll►11II� '��III� 111 �L� ��• - - --- - CONNECTS DETAIL I- MI a n 1 I SKAPS GEONET TN < �h III �r a 7wrlN,r ��vB 21WI CW 6 uLL EL roman 180 BENEATH F Z a SYSTEM J W \M6AWEE%EL... TJ ZZ ~ TOIL KM 4 FaY_ } ACCEPTABLE FILL MATERIALS:STORMTECH MC-4500 CHAMBER SYSTEMS DESIGN HIGH WATER LEVEL _ • • , PLEASE NOTE 27 YEAR 24-HOUR STORM HYEL 15491M OP OF STONE EL 17.55 E13 a 1.THE USTED AASHTO DESGNATIONS ARE FOR GRADATIONS ONLY.THE STONE 100 YEAR 24-HOUR STORM HWL-16.]t ii,_ , q 1� ' OP OF CHAMBER EL.IBIS O s �i1MUST ALSO BE CLEAN,CRUSHED.ANGULAR.FOR EXAMPLE,A SPECIFICATION 1 M `1!O p f FOR#4 STONE WOULD STATE'CEAN.CRUSHED.ANGULAR NO.4(AASHTO - �� E OF CHAMBER EL113S 1443)STONE'. \ • -BASE OF STONE EL 10.35 2.STORMTECH COMPACTION REQUIREMENTS ARE NET FOR'A'LOCATION MATERIALS .-. ,� VMEN PLACED AND COMPACTED IN 9'(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES M1TIi A VIBRATORY COMPACTOR --2 \ -^ . I� 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION.FORM/ STANDARD DESGN LOAD CONDITIONS.A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGQNG WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD " DESIGNS.CONTACT STORMTECH FOR COMPACTION REQUIREMENTS SECT UAIwanslue rs' NOTES: . .r I 4- .7 4' -4- r .e MNHAB . limonwa 1.MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418'STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMY/ATER U0U UUU0 f mow(w +`F� J00 NO: COLLECTION CHAMBERS'. T DRAWN:ALT 2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE MTH ASTM F2787-STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL veAElCrvneM uvavrM SNCwN w L.0 ORArMt.lwna..., - STORMWATER COLLECTION CHAMBERS. HE.. CHECK: SCH . 3.'ACCEPTABLE FILL MATERIALS'TABLE ABOVE PROMDES MATERIAL LOCATIONS,DESCRIPTIONS.GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT.AND FILL MATERIALS DATE:JAN.2017 4.TIE STE DESIGN ENGINEER IS RESPONSBLE FOR ASSESSING THE BEARING RESSTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSDERABQH FOR'ME RANGE DE EXPECTED SOIL MOISTURE CONDITIONS. PLATE 5.ONCE LAYER'C IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LATER'D'UP TO THE FINISHED GRADE MOST PAVEMENT SUBBASE SOILS CAN BE USED TO /� /L REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR Yr AT THE STE DESGN ENGINEER'S DISCRETION. C-1 OA 6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 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Names IlaidIN0530311S S1N3W313111038 sbOiOvFIINOO su131.13mnO3N S11314M0 NVId NOIlN3A3bld NOI1M10d 1:13_LVM WI:101S NPDES LEGEND SYMBOL DESCRIPTION 5PECIFlCATIQNS: NOTES: --- FILTER FABRIC FENCE 1.CONTRACTOR MUST ESTABUSH AN APPROPRIATE-CONCRETE TRUCK WASHOUT AREA". CONTRACTOR TO INSTALL EROSION CONTROLS AS SHOWN ON THIS PLAN AND/OR OTHER PROJECT SPECIFICATIONS,ALL IN COMPLIANCE WITH LOCAL COVERING AGENCIES,AND EPA CONTRACTOR SIWLL FILE AND GIVE NOTICE TO THE APPROPRIATE PARTIES AT A MINIMUM 48 HOURS PRIOR TO 2.ALL ON-SITE IMPROVEMENTS ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY CONSTRUCTION. R IS THE OBLIGATION OF THE OPERATOR/CONTRACTOR,SUBCONTRACTOR.AND PERMITTEE TO UNDERSTAND AND COMPLY WT11-I THE ❑ INLET PROTECTION BARRIER OWNER AND WILL NOT BE DEDICATED TO THE PUBLIC OR WA:TANED BY THE PUBLIC. NPDES GENERAL PERMIT ALONG WITH ANY REQUIRED FEDERAL AND/OR LOCAL GOVERNING AGENCIES. ElCURB NE PROTECTION B T TIOARRIER THE OPERATOR OR OPERATORS INVOLVED WITH CONSTRUCTION ACTIVITIES INCLUDING CLEARING,GRADING,AND EXCAVATING THAT RESULT IN LAND DISTURBANCE WILL NEED TO IMPLEMENT POLLUTANT CONTROL MEASURES IDENTIFIED ON THIS SHEET(C-8A)AND MUST COMPLY WRIT THE /�M CONSTRUCTION EdT_TYPE J L.REQUIREMENTS OF NPDES GENERAL PERMIT AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION 0 - I5t `/ CONTROL ALONG WITH ANY ADDITIONAL DOCUMENTS OR AMENDMENTS THERETO: in � ITT-1 POST A SIGNED COPY OF THE CONSTRUCTION SITE NOTICE AND/OR NOI AT THE CONSTRUCTION SITE IN A LOCATION WHERE IT IS READILY S I CONCRETE TRUCK WASHOUT AREA AVAILABLE FOR VIEWING BYTHETI GENERAL PUBLIC,IMIN STATE,AND FEDERAL AUTHORMES,PRIOR TO COMMENCING CONSTRUCTION ACTIN-TIES.AND � MAINTAIN THE NOTICE IN TINT LOCATION UNTIL COMPLETION OF THE CONSTRUCTION ACTNTTY EXECUTION' 1.Construct rack pads for construction entrance/esit. This will be the first construction work on the project. 2.Install sediment barriers down slope from construction activities that disturb she soil: j/ "l 1 _ -(1: S.Construct rock surface for temporary parking; Ns 4.A rock filter dam will be plocetl at the outfall of any proposed detention/some water duality pond as temporary outtall protection and provide e / / // ®/ ®/ // ®el filtration ar lo ger soil particles. a yy o / \NOCi P.�.•ety `• __ __ ___ __ ___ _ 5.Clear and grvb me improvement areas. Sediment barriers will already be in place down slope: � !e cae/ `\\ 6.Excavation and embonkment to form drainage channels: `as�sNslla1 7.Ezcavatbn and embonkment to form the building pad and pavement areas. ' ; At. 8.Underground Utilities-Sediment barriers will be utilized as required to bound the down slope side of utility construction and soil stockpiles: IMMO / an MA Re se. 9.Final Grading-Sediment bangers will be maintained down slope from disturbed soil during this operation: O 1 ...�.�='n'"a��` n minim inimam a,'+ ria 10.Completion of o-site stubllixotien-(Contractor mrut obtain a um of 70%vegetation or them requirement by local governing«envy.) <TThe actual schedule for implementing pollutant control measures will be determined by project construction progress. Down slope protective measures Tn QZ :y I must always be in place before see is disturbed. LS O=aO N 1ii SWPPP INFORMATION•MUST BEl— � I `''. I DISPLAYED PROMINENTLY ACROSS JNZ Ilii. i • ^ I THE TOP OF W TFI DERV THE SIGN.AS SHaxN moOQ I \ SIGN TO BE CONSTRUCTED OF A RIGIDQ] Q C .-11 w^ \1\% MATERIAL SUCH AS PLYWOOD OR • I Ia• — OCONSTSTRUmm IN AA MANNER �hlT Z Q o \ l I oocuMENTs FROM wwcE WE ro �I.. 4' (MINIMUM) I _ a VWEATHER(MIND.SUN.MOISTURE,ETC.). I I ON 4 �' Bzz90 SOFT. 1 I SWPPP INFORMATION oISIGNF.F.E.225 !t / «� (/)ILOT 1 �'e 'l\`fI • '! oar d 2ina :z _,,, F.!,'T i.t'.«' .- ... !YJ\C • � ■ ewr cop °°N> ru' src li ,,L. PP ® "'ate" ODOM m'"e'c'°. COPY OF I iii;•:,. k 1 Aug �°" Iltt ^�— -- AMNasrnoSTATE SUPRJED vRAoar a PO '. wrs,Aucrlw Ii1 11111111 AI y __ - .a 1 SCALE: ,_20 IIIIIII • --- DETABFD DESOWPTTON OF THE LOCATION OF • III 1 THE SIPPP DOCUNENTADON(BINDER AND SOF U 8 I IIIII MAPS)ON THE 91E ? ?� IIIIIII I ill 'r WATERWAY ROAD (60" R/W) �_ _ vi " 1 — — _.. H w :F S IIIIIIII• I PLAN I < z F g, k IIIIII;,• I- 5 III1I�.• ] w Illllr:■ I N 4 . 1 _ _. _ — --__ _ -_ Jr, 4r,10 11, va 'I• ^F W vV-V vp YF ( Z 2 S a 2 § ^ �II V, W �' III "4' 41/ W ¢ P 6S o Y P PURPOSE J.GOALS d In o g The purpose of this procedure is to control erosion in order to reduce negative impacts Establish an erosion and sediment control policy that conforms to set practices set = m on water and air quality.Proactive measures s will address ongoing maintenance of o by the US EPA or other more stringent municipal standards.Provide o method for I a facility's site a well as provide for future construction and repairs to the site.Policy tracking and documenting that the policies have been followed. L provisions will include restoring eroded soil areas and Geminating conditions that result in erosion or sedimentation. A.PROCEDURE AND STRATEGIES NOTES: Procedure and strategies include a policy that mandates implementation of erosion 1)THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE 1.SCOPE CONSTRUCTION EXIT OF THE SITE•SUCH THAT IT IS ACCESSIBLE AND This policy applies to all future constrvetion activities and infrastructure repairs at the and sediment control techniques and requires theout inclusion into contract VIEWABLE BY THE GENERAL PUBUC.BUT NOT OBSTRUCTING VIEWS AS TO facility site in an effort to control erosion and sedimentation. documents for any construction projects carried t de.Consider employing CAUSE A SAFETY HAZARD H strategies that address temporary and permanent landscaping issues and changes; 2)ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE ` '^, 2.PERFORMANCE MATRIX erosion caused by pedestrian traffic,and stomnwater overflow.Ongoing itlenliflcat'ron CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE and elimination of these causes of erosion on sites are important components of NOTICE-OF-TERMINATION(NOT)IS FILED FOR THE PERMR. The plan must meet the following objectives: addressing erosion and sedimentation. })CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSON AND Prevent loss of soil during construction by stomTwater runoff and/or wind SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REWIRED BY THE JOB NO: A erosion including protecting topsoil by stockpiling for reuee 5.RESPONSIBLE PARTY GOVERNING AGENCY. Prevent sedimentation of storm sewer or receivingslreoms. A focillty m ger wBl be responsible for the ongoing Implementation and will sign A)SIGN SHALL BE LOCATED OlfT510E Of PUBUC RMMR-OF-WAY END DRAWN:FDD EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. B. off tree facility aedimenlation and erosion policy. C. Prevent polluting the air with dust and particular matter. 5)CONTRACTOR 5 RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. CHECK: LT Building operations and maintenance activity will be logged to ensure that plan 6.TIME PERIOD F• hos been followed. SWPPP INFORMATION SIGN The duration of a facility's operations under current owner and operator. Nis DATE:NOV. 2016 PLATE C-13 SHEET OF SET POSTS SPAN.AND ACH POSTER I. EF%GVAT£T6EDi Z IT MIIITD I�HE�TRfNGIB%YWgT1469401�MN FI•BDeI UPSLDPE ALONG THE LACE Of PDSRS. WLIPIICf THE EITGw1FD SOIL /;/�v'�, 2•.2"WOODEN POST `'i%%\4/%d`,i'i/�\O�� n '`\\:;,.�; �;<"' 01N EOWALFM. .„ dd66 iM 5 E p i f +I f y ,I Z/ I. N •4 / �/ 4 SECTION A-A o l 4� %4o . r� '1- /i SAND BAGS INTENSION OF FABRIC EXTENSION ATE V TRENCH 1 INTO TRENCH. POSE INTO TRENCH. FABRIC POST ((r I I} r(((rIlifil Ip. . FUER FABRIC `r '-''.- BPoC.`� r `I' GD'"K m DW r r(r r r %\ <Z���mm rr � � �� mmmm•m I ��� GENERAL NOTES: � -A 0 L. POST A SKIN READING%MAE.WASH OUT PT NINE TO THE M. TA i63 /y 1. SET POSTS AT 4-FEET M.N.SPACING. W O Z 1 SUPPORTSUPPORT NETTING 6 USED,SPACING Of POST WY BE INCREASED TO e FEET W... 2- •ERBALLY I IN THE Prt µHSTRUCT CONCRETE TRUCK MINERS WHEN THE FR IS ANO TOWAIN OUT THOR TRUCKS ;- Z 2. WHEN TWO SECTIONS OF PETER FABRIC AOJOR.EACH OTHER.OVERLAP 6 INCITES AT FILTER FABRIC ON TOP OF GRATE 3. UNPON THE CONCRETE SETTING LP(CURING.OPTING OUT),THE CONCKIE WASTE SHALL BE MIMED �O s e O THE POST.FOLD TOGETHER.RIO ATTACH TO THE POSTS. (TUCKED UNDER EDGES) CO�NCREETE THE PROJECT WASIOH DISPOSED RITE OF�WRII RRA. AFTER TER.AND CO NcrniO TIE I�i t 3. REMOVE SEOMET DEPOSTR MEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF _ THE FENCE IN-wU CONO110NS,OR AS MEMO Br THE PROJECT SPECIFICATIONS. H Z ♦. CONCRETE W.1 OUT FIR SIYE1 NOT BE LOCATED DIRECTLY AOJKENT TO,NOR AT RR TIME DRAW m �p 0 INLET SOCK DETAIL INTO THE STORM SEINER SYSTEM OR AN.OTHER SWALE.OITCH.OR WATERWAY. m RM F FILTER FABRIC FENCE 5. CONSTRUCT TYROAD ARO BOTTOM OF WASHOUT AREA TO SUPPORT INFECTED LOADINGS FROM J ❑ ZQ x w x CONCRETE TRUCK WASHOUT AREA Li..I w MEWL SYMBOL I I 0 0 W sY eDL EMIN WOOO OR METAL POST �� IEfPLCED E6snNG cRoulm INµ• _�PM�wAY POLLUTION PREVENTION NOTES: Z FINER EABIUC I 0 YWEI�N •EROSION PAID SEDIMENT CONTROL BAPS IN A001TION 1D 1Fg5E PRESENTED ON THE PLANS AND E[TE61oN OF TITER FABRIC "C t�\r\/V/\Z\�C /\/Cl�t/\I�I\/�-I•% \\\'/\\U\���; OURJN(3l IN THE EROSION AND$EDIMEI(f CONTROL PUN CECP).BEST MANAGEYEHf PRILDCNE(BMA) (n INTO TRENCH. II WINKLE OSTANGE a/�/`/^/�/✓\\ \\:.y'1 //�i�\.^ ✓.`I�//-/�•./�/ PEW.OR STORM WATER POLLUTKIN PREVENTION%AN(SWPPP)$HALL BE IMPLEMENTED A$NECESSAfET' 4 0 //I TO PREVENT TURBID DSCH•AG6 FROM RAINING ONTO AAACEM PROPERTIES OR ROADWAYS.OFF 511E - RITE 13- 111111. I' >d Wg1Eb uwbuu -B"Mw. STORM WATER CONVEYANCES OR RECEIVING WATERS.OR ON SITE WETLANDS AND SURFACE WATERS. W FL1Ex FARM BAPS SHALL BE DESIGNED,INSTALLED,ARID MAINTAIN BY THE STIE OPERATOR TO ENSURE THAT OFF Post FIDEMEABEE IO R6EROI.LwIOiH,vARATOR 6Eio 1ExM a QUT GRADED i0 PREVIEW SITE SURFACE WATER OWWTY REWINS CONSISTENT WITH STATE AND LOCAL REGULATIONS.(THE ROW II W00M F Rlw-0FT FROM LMvwc SITE OPERATOR IS THE ENTRY TINT OWNS OR OPERATES THE CONSTRUCTION AMITY AND HAS AULNORTIY TO r\\�\j/\�/�A 3 i�\,' j �\\�/\�' �AL� PROFILE CONTROL THOSE ACTMpES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 1 \`%N/I�)` ? %\\ Q\\// ' w+rnnDE AppRavgAlE mwaNlnN •OFF$NEE SURFACE WATER DISCHARGES.DISCHARGES TO THE M54.OR DISCHARGES TO ONSfTE WETLANDS \\\')�I*..'�`e // I E A % ern...STABILIZED CONSTRUCTOR OR SURFACE WATERS WRH TURBIDITY IN EXCESS OF 29 NEPHELOMEIRIC TURBIDITY UNITS(NHS)ABOVE %y��j CE NIM PUBLIC RIGHT-OF-WAY BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED.SUCH INCIOENI$SHALL BE REPORTED TO NR k • o _ I 6" 1 WATER(WANT WITHIN 24 HOURS OF THE OCCURRENCE(PH:941.861.5000:FALL:941.861.0986). THE V p I IAN REPORT SHILL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. Z_ NA SECTION A-A PLAN 5p.d• •THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIN EROSION,OR 2 .t it MIN. EMISSIONS OF UNCONFINED PARTICULATE IMMER IN ACCORDANCE WTIH FINE 62-296.320(4)(C)1, (n K a N FAC.,BY THONG APPROPRIATE MEASURES TO STABIUZE AFFECTED AREAS. ~ L.' Hf SEE RETWORCED FILTER FABRIC BARRIER DONE FOR REINFORCED FILTER FABRE BARRIER REOUREMENTS '`I�/\ (:t: - - •FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT GIN STORM WATER DRAINS OR WATER BODIES. Q Z L VARIES /\//\//A: OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHILL BE F'- Z ...co /\//\,/li• FUR1C CONTAINED.CLEANED UP,AND IMMEDIATELY REPORTED TO NR R WATER WAUTY(PH:941661.5000 J W L/]L ...co /`//;/j( •�MGNT-OF-WAN FAX:941.861.0986). $MAILER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS D S e Fi \//\//\O. PRACTICAL. Z I 8 •• b W•••••• •IN CO/RAJ/MATED SOIL A40/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SRL ALL 2 KTNIY IN THE VICINITY OF'ME CONTAMINATION SHALL IMMEDIATELY CEASE.AND NR R WATER DUALITY () V 5 STAFF WATT£ COARSE AGGREGATE-3"10 AWL EE CONTACTED(PH:941.861.5000;FAX:941.861.0986). Z 32 A r Rn1I smc.O�Gs :Eli f s•GRNNULAR FILL(BROKEN PLAN L. ~ l�TWFT�0I KIM OR GONONETE 6 HOT rtTID) •NOM&POLLUTANT DISCHARGE ELMIHATION STSIVA Q � � y 4• YIi1N:lYM: 4_ MET ETAL POST 2'-0" LEHFIW NOTES: yy d � I .urluriw. g UM LENGTH 4 AS SHORAN ON CONSTRUCTION DRAWINGS OR 50 FEET.WHICHEVER IS MORES e-sk47\11Fl>:�i _._ T. M Nsmucr rND lunRrrw a 44 J. }':j:. II M�AAL BUY 2. CO ERUCT AN INGRESS OR[I'RuC ON POT W.CONSTANT MOTH KROGS ITS LENG H.INCLUOIK POINTS •NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE MANED AT LEAST 48 'Q"�4,, -.v' L ;%— � 3. UNLESS SHOWN ON THE CONSTRUCTOR DRAWINGS.STABILIZATION FOR DINER AREAS WILL HAVE THE HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE SANE AGGREGATE NOOK 5 VINO ROTH NOURENEWS AS THE STAB=CONSTRUCTION ENO. 62.621.300(4HA).FAC. , ` SECTION A-A ♦ WHEN SHOWN ON THE coNsIRuCRON DAWN..WIDEN OR LENGTHEN STAMM AREA TO •A COPY OF THE CERTIFIED NPDES ROI.OR A COPY OF THE FDEP COVERAGE (L�0 ACCOMMODATE A TRUCK WASHING AREA PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AR EA CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH CITY L� xW.2 STMATRE M PER OF ORLANDO COPES 'P-`IW`9` BALE OR WEIGHTED 5. FRONDE PERIODIC TOP MUSING NTH KENTON.COARSE AFCREFRE TO MAINTAIN THE REOURED WITH SAMDBAS DEF.OR.EN SURFACE 11ECA6 rtH M PACKED W.MUM. •THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(A)PART PLAN 8. PERIODICALLYNRN AGGREGATE TO EXPOSE A CLEANORMNL w9FACE. V.0.6,DUALI Y.ATND A COPY OF THE LEAST 46 HOURS PRIOR TOED DOCUMENT SHALL THEE COMYEICELE MBOFSCOM MED W R NSIRUCRON JOB NO: T. AUTER .ALINED OF.ALIN OF CONSTRUCTION INCLUDE PER CITY OF ORLANDO CODE. -CEMENT STABILIZED SOIL COMPACTED CEMENT STABILIZED SOIL,1A45TOIE AGGREGATE,OR OTHER Rp. FILL WTERW w AN APPLICATION OF TIOMESS OF I R.N. A CO,OF THE SWPPP,AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS DRAWN:FDD TwIC Lv STRAW BALES ME NOT RECAYYENDED FOR INLET PROTECTOR BARRIERS. WO30EE WBEAMS WHICHTS: OAK R OTHER HARDY..ART PLACED ON TOPENTIM PUCE°EDGE TO WOE AND KROSS OF EESTING SOIL RI Ill OPUOSgN THICKNESS OF� •6 SHALL BE MAINTAINED AT PIE PROJECT SRI,ANO SHALL BE READILY AVAILABLE TO INCHES CRY OR STATE INSPECTORS PER THE CRY OF ORLANDO CODE. INLET PROTECTION BARRIERS -STEEL MATS: PEAFOMIFD MATS PLACED ACROSS POPEROO AR SUPPORT MEYERS >1Eq(: LT STABIUZED CONSTRUCTION ACCESS • THE OISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING,TO SURFACE WATERS,OR M ANY DATE NOV.2016 PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF Po ENVRONNENTAL PROTECTOR(DEP). PERMR(S)SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF L SC►y DEWATERING. ANALYTIC..RESULTS FROM PRE-DISCHARGE TESTING SHILL BE PROVIDED TO NR k WATER PLATESTATIOL SYEIBOL �/ QUALITY PURSUANT TO REQUIREMENTS OF THE CRY OF ORANO CODES. SHIM C-14 SHEET OF i 1 _ I // I I lz; n% b I i �4, I O �Q O� O� O O Za m I It I / ro CE55 EASEMENT I Z n I ! •b o ORB a663, PG 624 I 4: I o WN oN�u I / 1N'' a>o I 1 � - � 25'ACCESS EASEMENT � 26.00• ii=a I 1 I 0 1; -- 30.00' ORB 4663. PG 624 ACCESS I i % LBD \` EASEMENT °�AccEs466E3As�E 24 _, EASEMENcEssMVc ri� SCAPE d NAlN7ENANCE EASEMENT �� ORB 4663, PG 614 , f Igil1 4663, PG624 __.,._-_--- , 1 o PROPERTY LINE� _ - PROPO,... 11 J I /a • v 1 — 7 a ` J TURN •� I - --.__._-.- �`1 1. I . , : '' + ♦ I I w as co J I :CD J ,....,„,„. I m v F Z I m '2 W .(• 0 � 0 •) I l m z0 W ,. a o D LA I �i I• p �_®® \\ Z I pI I I - 1Q I I , T M iv, II, \ I�, ' �A 1OY i b n :11 . . ii i! BB&T BB&T BANK o— HSYBLON AREA =2,290 SOFT. a • F.F.E.= 22.5' I �. I V LOT 1 ■ ■ I � {I ;. J l 1 :ill: I • : 4 .. _ _l i i \ Imo"li Z Z N� I 111I II'1'I'1' y11 �,1.11111 1111 1111 I <y' LI \ 2 u-z o_, - -- 8. :-ii1. Ada\ I �— - 1■1,.1LIiiiliinii "" I i --'-- --' 1 _ q—i—iFir-di 1 • 5 - '� $j1 . � — -- - MI "woo. it _► ii a : ®� � t l ; 0 h1-1 I1I1I1 I RIG OF WAY i PROPERTY LNE :....1111 OR 994. PG H i _ J06 NO: 'I1N1I1I DRAWN:GT/FDD 11111111 ; IF WATERWAY ROAD (60 R%W) — — — _ - CHECK:SCH t DATE:NOV.2016 PLATE 11 111111E ; 1 MN C 15 1111�j'I � ° 1•'10• SHEET OF Ai 'm WI a ORB 4663, PC 627 \.......).:;.........\8 11 I C / \ I 60 ' ! ASPHALT 25'ACCESS EASEMENT IZM y 1." ORB 4663, PC 624 37 g s LANDSCAPE& MAINTENANCE EASEMENT •�.� ORB 4663. PG o u ACCESS EASEMENT M 983; ACCESS EASEMENT B 4663 P 62 m 0 4 fl '^- ORB 4663. PG 6<'4 € --- — ;—�-- T — -- I90/ • PROPERTY LINE I ____ 1_ - ,_ J t��.�J I I 194 95 �.., — \r---*-121 - — : 136i i138 W, ISA 5 19n•. II1 /7833IRIIij 1 _ • a CONC12 LSA `x ._._�It.ri_� 413.1;�,� II II eE I'I�I I X. I� n. THE 109 isr S _ • I; 985 984 — Tie °+p'SIBK NPAW \L� 131 a RIBBON PALM 1 L� LSA 137 2-3' ROEBELENII PAW CDE/O 137 2-J•ROEBELENII PAW • H W ATM 138 3-6•UGUSTRUM PAM TREE 1 CC R 110 15'TABEBUM TREE Q LSA 142 20•TABEBUM TREE �' Z 147 24'TABEBUM TREE N eiC ,n CC h yI 194 3•GUAVA TREE / W <O a �- ��'i/e�_` l L''� n 142 ,93 ,4•SABAL PAW 3- J • 24.0' I ' � LSA ® LS4 272 6 (QUEEN PALM d 304 2-6 TABEBUM TREE 324 12'SABAL PALM ® W z1i 375 10•SAS&PALM u1F .. NYTML PALM � 4B'y — 375 SAM PALM 3n e••DIaEN PALM \ I nY+ O `�`qDK` 44665 54 2-'CHIeST1MS PAW S��y1 Z Wj ,. 19- LSAI �CW 469 14•SAS.PAW qp `V O^�af 1 LeB 6 RIBBON PALM W � m � 1 488 537 e•pUEEN PAW it I; _� 540 6'SABAL PAW m. ae. ` m O 542 541 L•3SA84LE PAW FING POOOClULPUS IY I 46 543 6'CHINESE FAN PAW 1 a5n eo s STUMP 893 d } f 9'l.___; j//� 4 OVE OAK 878 4•PIGEON PLUM Hi. 663 4•PIGEON PAW O / 664 e-SABAL PAW 665 6•SABAL PALM \ �; 697 4'PIGEON PLUM EWA CC • Ili y 699 9'PIGEON PLUM • 453� -d 701 19 UGLIBAL STTRUM�PAM TREE43 727 10'SABAL PALM •'IR "R 75522 94 SABAL PALMBAL 1 I f 753 e•sAeaL PALM LaJ 'I :4 643 2-3'ROEBELENII PAW I.EI IJ___._r 842 2-3'R EBB n PAW pp C. 1 r____ 'rt�1 Tree To 6193 it SABAL PAW 5435�; BRosen d 950 6 I(OPSM TREE 1 'A' 1 � 19 SABAL NE PAW 1 1�9 54* 9e2 6 SAB4LLPAW �j S, 1 963 3-Y LIGUSTRUM PATq TREE NR C. 54 c� ' 965 3-_2'LIGUSTRUM PATq TREE V 1 ARMEN.R1 RE AT LEAST ONE IDOT E z r- 9. 13 1 / 831 LS4 \OVERHANG(1 I ON,MCH 1OF 781.OMAIE>'Fr.L 615 6 to ¢ n Y L_ DIAMETER FOR EAC. — X • 1 \' CONC V 685 F- W a a \ 1 I A` \ LSA 5 PS Q Z o 611 M� M -\\ � -SET t/2•IR ST�1'+�` 6� W kg 7833 °9 Na sr.m LI I - FOC FOC — T AMiaeiM ® 1& �/ Z QO w eij- e�■ �\ !, F� FOC FOC FOC —�� 69l Ty Z Y aI �� S ell OFai.ge —�F� � ~ Q �' 6 F gWib w% • d �:%� It:tfGNi OF WAY TAKING rN}m rtfM ` ;� 1 ORB 5994. PG 289 T w Milan 2 uraba.bee i t NMI1 EARN Oracle Z� I 6'Max ASPHALT H.R.PM. -I roes l;w.l V 1 I The Tree Probation Barn..S.Ee at Least Three(3)Feel Mign The Bonier Shall Cons. WA TER WA Y ROAD (6 0' R/W) _ f I of Ebur a Wmtl Fence w.2.4 Pout P.c.a Maximum of Eight(B)Feet Apart.With a 20 Mim.m Top R.Y.or a Temporary Wire Meeb Fence,or Other Similar Barrier Who.Wel Lief Access to the P.eGeE Area Dm Bert..Shari be at Leal One F.in Diameter for EeMt Ire,&Tn.Diameter.For .LOB NO:2016.44 Tip Leaf Dun 12"DOH.DY Mirtnum Dunne.SLY Be Pb¢a At Least S.(B)Feel A./ KEY: Fun TIY Bee Of by Tree. ;'-n_'; TREE TO FFYIAIN. �� ��Appwr of Tree Sanwn Bebre Beginning Cle.aq / \ DRAM:K.S.R. Ye[V SEE TREE r ROTF_CTION DASIMErs NORTH CHECK:S DETAIL TNI6 SHEET. TREE BARRICADE DETAIL` 683 I/\�/j■a��_J\� Srab•N.T.S. �/ DALE 3-3-17 • 685 TREE To DE FafT+oveD .?l&7C L.7ND PLANM7J6&insm.T! PLATE 10. Inc ' _. .,A,..rw..,., L-1 SCALE: 1...10' gas.ear...... .c...era• " .,-" SHEET OF if 11,_ LANDSCAPE CALCULATIONS: IM,YBL4 �M7 IPERMETER/JO iREE9 NOfRN lmE: l6D lF. '9e'ETER 9HlDHYi TREE REO➢ftrplf BfEd9WN ITMEE RE LF. Di MIA WA EQ.AREA: 1.44 P. ifE-S PEOMED, 1 R4TETER iflEE1 NORM 91DE: 5)LP M V114IEII LANDSCAPE APSA ],NI SP. l,�y P■7VIDED, I iP�E/30 LF. LMO)CAI'E NE<FfmvIDED: 1%)BF. 1F�9 REOrIfED: ] • .: PQdEIER ,,,,9MY 60E zn LF. *PEES PfaNmED: I T' . ' I O O tTREES AMORE,E/M)LF W L TER AREA REOIIRBENT BREAKDOW PEFIIEt62 iRE£5 SWM S®E: LP. S N lRl76t AREA NDRtY 91DE: IZ6 LF. ifEES P%vmm p ifEE/30 LF. [G5 W U O O O Q �M./lF..8'a}08 LF. TREES MENED: ] 4 CCE�S p�lA �bp PER EEx TEES EAST ME: m Ls TREES PRo-nDm: 1 � c 55 EASEMENT - 1D17EfER AREA sane soE. mLF TRff6f£0)rSD: 3 PERIMETER TREES E49i 91DE: 1)L). • illg'� ORg 4c63, AC c:i r 6F./LF.•b'a m LF. 1R�9 PROADED: ) TREES�REd D l "' "till, ,� ,1/E4 P%lvl7rDII41SF. PETdEIERiP6fSuESi PDl. 9)LF1FE£B Ff87nOED: ILLi I•'O \ rgGl'tEIER APEA EAST SIDEIO LFiTSE9 REORRFD: 1FETa'ETER 1TSE51tE41 SIDEU l}, fe'6F/LF.=S'a GO LF. ttSES PRWIDED: 1 1 REE/30 LF. I I�I \ AREA REOIIREDADO SFREFS FEOIRED: 1rAfE4 FROVIDED Bf0 BF. TPEES F7aJV6)ED: 1)-. `-25'ACC E46EMEN7PsuErzR APEa uEST sloeNM REGIME, v LF a 1� oRe i663. Pc 624 "LF „06F ACCESS F•�"'a ACCESS A':CE.:.:EASEMENT �, •�"�"� IAo1 sF. �1a � o'I ,j 9B\ ORe i663, PG 62+ I.er EASEA[ENL.CE_� EASEMENT 4�. . a EASEMENT �� RROM wunmc Femc124 talcs ,�• i �..� ORO 4E63, PG • � n0Rr6 13 PUA r� NANCE 7 — � __ \ \ \ �/' x)a ; ��T �— �i\lAW 94 n Ikt1 n:i`. a`go`',S/'W ./ '"s r{ t _. w c w/�is � a;t:) �,,,• ,/,d:J:v1� �w �95 a cuf%J;il.%J t f 4 1 Vi a {r'14( v' ..aqvv •feral . k t '=v 0� g r <11`` }'i�v,�' ii 'vyv "`i�0O1� �6 _r a t; (:-.:',,1,. l.,., �i90 ii j�ftl �}'��aOawJ-.`.da�r'-'O�Oii1�eO. ,s�>egO���OeO�ati4eA�O1OrOiO1,e;,°�3,'.�+a.►�10E — — �OiO.°Ct' 'W INj eo`, �O�Od_i .i`.f��bc�°:'�,B'�0�e4000�;r`se6`/f_� fi \7� N��i..��i����i����eti � uv).. 1��..�00 ��aiu ] 3— „.„.. may, / 1■ , II ° �c ,ter O �i�F1-ter `, I � . i 0 BUILD NC SETB_a d I I � I L44)M �-F• DI1TN BUILDING PERIMETER TREE I I � toe.). �I �%xYJ\��r`/1-�`' I" 1• �E C�SReAL PALM I �� I kRfkFtb,- 'wIa 0• �•�-Y-t• 0 � R �; ��`�r in °o'SI3pL PALM H Z� Q 0)R I I I \ I I -1 131 6'RIBBON PALM -RCM ski O 1.1 J art,, ;)NC)SP '/, ~ 137 x-3'R EBEENt~IPN)1 m OWOY�+i4i� .11 .�1�,�� t� , tie 3-8'UGUSTRUM PAID TREE m % j..,,,,,; L \*r7 � On sa I 1 dV r'n� 1 tw ts-rAeceuu TREE F )•a0�--. Y \ � pr �: ( 1 tax zo'rABEBuw TREE W s O OQv � - %J� �' Ic �':_1 '^ _ tN x1'rAg®uw TREE 0_ 'Y • t hiiit Sh l\ l l��� ' LVER REQUESTED FOR LYDt OF t'LANDSCAPE STRIP 4EA I I /� \ ` \ I 193 10 GS4BAL PUAvA ENL Q eFe L�OOO�+q°y!�+ � �� .�. WE TO DRIVE THRII. fztl ML R �. '�. �1 m 6'QUEEN PLJI U 1 OM \ lY7 NI \I1 m fhAO��¢t���, I v, �' �� .• : •, ♦- ro)a{7.1 lc P)a I � < � �7 �4 x=e"�eu�TREE � N 1 1 Q'i� iw°.0�. } I m- 1 3"sie i°o's vAUN i �n(�� .s 4s'f t I� -- ��®� nrv'v�, rr I aa)a �'� x 'I 3n e'QUEEN PaY Q l ' Yw°74:7,11:1:7 Tr r '� o.. - 11.02#.44,-.k-0Oe'.. �i \ -.. - .4,14.•. , � 2_PONnRISTRAs Pu14 Iptl-.tw' I �l .i „R � 0.71Mt \` II /I`'I / Ji0)IAaP »S fiyV488e .sr s e auYf J A Y0 489 6 RIBBON PALA �'�/ .l .. „E 'I�'•I ;Q.�PY, /� 44.4 �tl/c�/ 337 6•QUEEN PAW / /il =°� � W)� e�e�oa� ►.e + rA� I S y' 6w sABA PAYR,,, ♦OOe ,i �r!(`� OI .� Irc. � xl 3-3'wEEPINc P000cAaPus ��'� sue' P' ' �� hy 1t �`•' ,.,M es r° IF +w �r/' I 1 1 1 t 1 5e3 e•CHSHINEI3AL PA FNI LL PALM T.) 617 e'SAHAL PALM STUMP°j , te::1 _47..4�h<o BB&T BANK '` }' ® I '•el 1 1y LNE M�0'OeAREA =3,008 SQ.FT"'R" 0 • 1 p/�� %, 678 1'PaEON PLY,' ' I c/1 SS ,r �,, m '��. . t P•r 1 I 1 a G z�l nJ! I�� 6e4 s'sABAL PALM ��` �,� i °� F.F.E.= 22.5' ��, 121,,/,,':� I //_„ +3, a=BPK 1 •. `x t ' LOT 1 07l uts Li .- e I fat ie I� '�) + �,-� �''° co PS O a I ■��( O��"'.'- �p� If Tao lq'PsABAL PLLu Z 8 p ' I�fxuM �.- r! atR P 1\ . )��'' 727 10'SAIL PALM 2 �_ v^, (� @:) '``�' �. ,,>i" A I .I�A -/%1 f 701 / UG04RtuY PATIO TREE C) I II!h'►e Y a. r�. I 4. �_/ 7W t0•SABAL PALM L/I d' r h®tiA,P600 J�- 1 5`, J OZ.'E'O nL�l ` I I 77a.7 °e• i vLL'MM Z W �' n o p• /� 4Y. �4I O i ,, t,.yc. A,.)\ �„� li•fO�A.�2.4 CO PS Pl v !"'•• .\ e i • e�i4 2 i'Rio®ELEi+i cuY :51 Z o 11 ,IOOyO^ �,a` l\ OOOe e� , �..': 000� 0O000 o10►! n -r•..+ r'-*-r'� ^L a e9x lz•LNE wx i $�♦� ► �e.� A dih•pQTPA ft,� r rr`. �� ` OO,.e `.tr'-.O O�OO�O�OOC O L I I - 1 r3 1�•sAeL PLY W��9j'O� F�`. 1 n , /.\\ uIK \\�e 000� �� A�•1-� ;Fn , i j t 1�4�P,� iieMoe•uv�s ReE 1 0 g 14 '►.!_ )>a get 1a'sAUL PLY y'j �.�" l♦ Oi y.�.. Sex 6'sAeAL PLY `J P 0%. 4 • �i� ♦♦ O' ) I I rT a ��j• �0� - ,r,- n:....^ - on 9M w ■= i,.,,a : ••p �, 9e3 3-2•ucusrRuu PAno TREE z '�' S .�� I���F 1 ��U��i�ll t ..r ty 0',,�, -V;� �r \ I -. 1 f T 964 3-2'UGUSTRUY PATIO TREE V Q 3 r'i�t I 'Y�, f`f .jam '. � - - -� - - - - - ]y_� - _ - - - Tt�R� 9e6 3 2 UGUSTRUY PAID TREE a t 2�P BUILDING SETBACK _ ••.�;`�,•.}. � aA�'rOOv+ '�..-V _ �J\\ IA4>n40W. 1 _ L%t _ - rttope„,--: _ f • �.\j'3�Lo4so''4 . - �:t� `�� —� SAN—� —� ��i� y � �IVO / •..��9e , e' ii i`oe�OO�Bi'�vP i. \�R�� --NRtl�—\'��r_mo _4` ' ` j.e0:„,p,0 .,na .� L 6_�. ,a:H., r 'i rM(e.�o?r. R}r,?c r. r. r� r�.;r m rp r. r — — -2 :%;IA. ',.: ! ''"�a.�,=' eto•t-,.e ' ' �.P P • :7 � -"'i .- I Wl, , `f 7 lz ' f�_1!'I _ L __ �1Iq' �. r���7� Ii �;;ba,'i000 �4s1� c <hpY,.,c3."c --- ° .100�POOOt�1 000090��rO�e000/000�4�e000�4'O e�1�0� Y\ pu t` -V I .8614`�Ati'-,.f.1.. -{*5G} 414- "di M`ir` it / 1:poi�00A� 004f�+OCO,O�a00L0��4,PAapeOv � `OA un DT +u4�....::C'..an,:�a�` `,�' ..c a .i0 nOs�:�0.0.404sa.a`:...iw4:.,t 6f..!�A. _ v ___030. ,W,,44,.„../ Ilk ,_.6iii.z._... .11,4111PVAOP' i --' 691 '',.''� f 7 _... / 6o.r , )o.o• J \\ JOB NO:2016.44 �RIC� Or WAY 7AY ° PROPERTY UNE / ■)Rr Tomas A ,,.� \ �a DRAWN:K.S.R. .. RIC 5994, PE / \ Bums ' / \ // NORTH \\ p1Edt:sal • ..... / DATE:3-}t7 - _ 1111111 WATERWAY ROAD (6 0' -h/W) + PLATEf— _ °vEsrex L—2 _ / SCALE 1'410' rwIMIYIa uwc/.I.T •v - e- // — SHEET a1 PLANE Bcr�nlAr= (...07461 ....�e , ANTTrY ,COMMON NAME I TATBri➢Ik1E I aRAa1NEl , SPECSPECIFICATIONS , %NATNE c.neral Notestone 5pSpecificationstu�ffsEES aL3 st1. Prier to wnflruellon the landscape contractor shall be responsible tar locatinglnqI.A 23 Ea Palatka Helkf Iles x atte uate last Palatka' y' Ae el.. O'-IS'hL 6'sp al.. I 45%...MF all underground utilities and shall avoid damage to all utilities during the .1C 3 Jllrcp/,e LVop/ta glcea •.4a a/aear. S'-i'le.Tr Frne Not NUw Z co of the work. The landscape contractor If m.o.].for repairing airy PD 6 Wild Oats Pala Phew.ell...* A•alnwn B.clear trunk w tWeswl Not NUw W and damage to utilities.structures,site appurtenances.etc.,which occurs RR 2 Rotel Peb IRouetcrea reale As slwi D'clear mak sin.ar 4%native JI&X LAND PLANNING&DE$1gN S WL r.ull of the landscape construction, ik 16 o A 12.cl Sabel Pale Sabel p111.6 •einem ' ear trunk NM.. 31Y native IT C. 285 C2 2. When conditions detrimental to plant growth an encountered,such as rubble SHRUBS Ne eV.Vase tat.I Bli MI,adverse drainage conditions or obstructions•notify owner's repreaeMaMw CI IN Coco faker C/eyaobaliese Ieam 3'on 24'K x 24.spa esarear fall a dates Ms native ru nunterr Ito;e vat R S before planting. CI-1 5 Coco Pk. Cl.mobal.ne Icaco 3'04: Me hL x 24'epd.•Rnllar full a dens ds netive r�.....1c s*c'*�+^oo Q 12 3.All plants must be healthy vigorous material•tr.of pests and die... PH 15 Green Island nor Plates slcrocarpa IE nd Isla ' 2'tee. R'ht.x O al aw op lam.full a dense Not ratlw ..4 4.All Ire..Palms,and shrubs shall be grade"Florida Fancy per Grades and IV5 OO Schilling&Hollkt Ilex Vanllorla 13d IlitnE'e Oearf 7'oz. O'M.x 12•Opal el..MI 4 donee MS math. �.I " Standards For Nursery Pion.(parts one and two)•available through Florida HC 113 Midq Graaa 14Narbergla reptile. ' 3'on. D.hi.x 12"ape WM*.full a dare ID%nalM s Dept,of Agriculture and Consumer Services. ZP 455 Coante 2eela puella 2'en BP' sinewhL x 'Opal,sine full a Wes 506 natty 5.All plant material must b•approved by the Landscape Architect before OPIXhTACOVEA 5166 nLlw atr.be the plant s lorith is inalalTat pe 151 Variegated Flax LIN Monello teeranlca Verler eo' 2'cod G'M.x O"opal,minima roll a dares Not Native 604 es. fie Any changes 10 the plan) rove by t La,etc..).Irrigation or any other tlevlallons from the plane must being approved by the Landscape contractor. Architect The enLP1 153 LirlStmedn Lib..xx Iglik 2'op. O'K x O'spa elnlarar MI a done Not hoUw 2.0 6 prior to Me change being implemented by Me contrarian.Tha contractor SH 174 9aWsne HYiwe HYioaa WIgIIIoN I'eG O'Itl x 12"•pal Nrarm MI a dares Wtlw 70%•f. must provide written proof of authorisation for any changes. 66%anima a►alMpever n $ 7.All plants fa be field grown or container grown as Indicated on plant list. CONTRACTOR TO VERIFY ALL QUANRTIEB 1 1 Store plant.In Shade and protect from weather. It plants cannot b•planted NOTES: .o Immediately upon delivery,Properly protect them with soli,wet peat moss, ^� p oro r n a manne acceptable to ownerrep• not remove container grown 7.MULCH ALL PLANTING BEDS WITH 3"ORGANIC MULCH.n stock from containers untll planting time Protect roots of plant from drying or other passible injury. Keep plant boll moist al an limes. 2.ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ST.AUGUSTINE SOD. B.All plants shall be triangular spaced. 3.ALL PLANT MATERIAL TO BE FLORIDA NO.1 QUALITY OR BEI IFA. 9.Obtain agronomic soils teat for all planting areas and tree pHs prior 4.NO SUBSTITUTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHRECT. to execration of tree pits.Test.shall be performed by an appro.ed sails looting 5.ALL TREES AND PLANTS SHALL MEET MINIMUM SPECIFIED SUES IN INCHES AND FEET,REGARDLESS OF CONTAINER SIZE laboratory and shall include fertility and suitability analysis with written INDICATED.WHERE DIFhtNRENCES OCCUR,THE LARGER SPECIFICATION SHALL PREVAIL recommendations for soil amendment,fertiliser and chemical conditioner application I- ( rates for soil preparation•planting backflll mix,and pore maintenance fertilization 6.ALL CALIPER SAS TO BE MEASURED AT 4.5'ABOVE GRADE program. Submit a copy of sons report to owner's rep.and landscape architect. 7.CONTRACTORTOVERIFYALLOUANTTTIES ��� W 3o F 10.Add sou amendments as recommended by soil lest in quantities n cessary to bring eeneospemovioWuvgls •samostawNkm Warm SS cog mixture to pH rating of betwesn 5.5 and 6.0. Minerals used necessary pH correction cr ,S,� f shall be commercially produced for this purpose. Threesess.mokedekve.Lt.l...1 a.36o• Mee..sit re...km U51%dxvsy One Stun reis.T.deers of =LL f it.All plants and planting torsos must be completely mulched as spechod with ante Twociar of Rom palms dears peek shrub three drunks Inchad 6es of"minimumulclearanceefrom allnitree trumum lnks.earatic•of mulch from all jF (n pemip e do AlbMae 2.3.I hocestrpdens mnhilews Allends.,one Mons drM,vnew„so sib der Yed.e. I N J 12.The a plans,before pricing Is Me coo lble for verifying all quantities shown an the butane u'I.MYepe strip dens de bMlm,.was ISI.MraP snip aloe rive lWore wear premed lResen 2 these Plana,;elan prieiny Ih veal. Arwood wonted lwdaape waher maaicadonof 7 K lardxene snip ton � � Q 13.The planting hall be done In accordance with acceptable horticultural practices. �landsc.pa mlp•IvervMddrd Ydlan np.opmed dlwd.0 G W This If lu include proper planting mix,Plant and tree PII preparation.pruning, I CO slaking or guying• wrapping•spraying•fertillllon•planting•and adequate - maintenance ihroughoYl the required maintenance period. AVbadpenorlonwowedMoetlwwthProperly 45'dse.,minis',Wedal�sMenw.wwwwvdw:Noloes*sem er',J.. CO Lfertilisation.14.The landscape contractor is responsible for fully maintaining olI planting pow....ens elms the north ado."M. ewe.north prcoemne.n sn a ot&however the proposed da Marmots ��T (Including but not limited to:pruning,watering,fertilising,cultivating, mepward Madder•SP I•ndcspe wlp odd sod ORR mien.. ' ceding,mowing•mulching.tightening and repairing of guys,resettinglams toes reedrM lr de _ O_ to proper grade or upright paelhon,restoration of plant saucer,and urnishing Agared 6wlk6rsrYh3a Han-ta.it FTRUNt WIOUR TH THREES BANDS AROUND Qi. ♦ LZ and applying such sprays as necessary to keep fit• 1 Ins.tf and diseases. The Nag toe north moan On.l3 tens ateresAed W1 'Nem.oath mope,Nw.T3 ewes ere tegar�.lb tress aloe the me GALVANIZED STEEL WIRE � I.et. `,rr_i..i Q landscape contractor responsibility Ier maintenance(exclusive of replacement ...lenfds nears pommy Hoe wee.nw., Myety Mends maned C) within the guarantee perlod)shall terminate one year from the date of final \ �. GUY wt.I7 GNIGE N acceptance by owner and landscape architect. Aledse b required nen.ewe,p.�..h txw,u .dal \,!� ANNEALED cLLVAa2E0 Emi AlyeYrwpdr pry Yw,vd Posh lYw,XwrJt xp te,Ye Jae the (k ANNEALE GAL'LEANTd 15.All Ines.palms,shrubs and plant material shall be warranted for a period of one ��Y offer dale of completion and ac 1 of the•olio f Final acceptance awe%.No hey Jat de omit Papnyere was Isd pmnrry tier was pen.& FLAGS of aacceptance prone guarantee once Z of all landscaping under Mle contract shall conellNle IM beginning of the guarantee erw'eed SAUCER.LOWER THE FINISH i • TOP OF ROOT Re„FLUSH period. Replaea,in accoNanca with the drawings and specifications.all plants that GRADE OF sqL;4MT MIX � MTH E%ISTING GRADE a re dead or•as determined by the owner's representative,are In on unhealthy or AlM lueb Lends.*wbneie¢elM lsurb A]3R kserb lA"dtuar ilea bteplre$e]2%kxeb W6r•P Mu wet TO HOLD WATER l J unsightly condition,and have lost foal.'natural shape due to dead branches.or oMer Leann Aew wit Sta 6waei FF call es alas to the contractor's negligence. Furnish and Plant placements which - - - / -T comply with raga"remonla shown and specified. warrant all replacement plants for one ,md®li n•n•e pYawmid YrgdaQ AeMmund GOY rutty plex m.brW Yrgird;Amnon Mara mnMJ _ \ \ I/ M . year after Installation.The and of such replacement(.)If of the contractor's•xp•nse. now den mean,omoussa wee.wwwd " 16.All plants are subject to approval b the own. representative. Prior to planting, nz,u I '�-__ i PREPARE PLANTING all Imo and palms mud be approved by fit Towner or owner's rep, rtJ_\ _ nix PER SPECIFI- 1].Standards set lorlh In"American Standard for Nursery Stock"represent guidelineON CATI specifications only and shall constitute minimum quality requirements for plant material. S COMACTED PLANTING Nil 16.Al the conclusion of this planting,it the owner's rep.or owner has mason to ? e.II Delleve that Me plants are not al the epecified grade,he will request a re-grading 3'i' I r inspection,and such evidence will be the basis for requ•aling replacement of GUY WIRE 12 g plants and far legal or other action according fo law,should this become necessary. ANNEALED GALV.STEEL - Z 8 w 19.All planting bode to be treated with pre-emergent reed control prior fa planting. eeaat� ;, 20.Contractor is to heck the she weekly to insure "\ I� 1/2"RUBBER HOSE - (.5 w f all plant material ts healthy and wen watered. TURNBUCKLE(GALV.) �� ROOT BALL TO BE FLUSH WITH ■ (n N N 21.All disturbed areas to be sodded with SE Augustine tea noted. , EXISTING GRADE. GUY WIRE OR IlA111111e NeX H W MULCH 6"CLFAR AROUND '• Z W h MULCH 3"MIN. TRUNK AND TAPPERED. Z f� t it EARTH SAUCER( .� 2'X4"%3'STAKE ~ Z tYI 4 4140 - 6 W Z ie7J ,t ''YOVE TOP 1/3 BURLAP O LAWN AREA PAVEMENT ` _ -�- ♦ O Z ¢ g p_t T PREPARE PLANTING MIX V 2 S SOIL AND ROOT LAYER (TYPICAL) T_� _y ierl�_� -' PER SPECIFICATION Z f[ TOPSOIL AS SPECIFIED I/2"'EDGER- '" J 9 U a SMOOTH.CLEAN: a PALM TREE PLANTING DETAIL 'At1 D_ o .. PARALLEL TO COMPACTED PUNTING 41% Z q • _ PAVEMENT = o „r FINISHED ar G GRADE to ROUGH SPACING �� GUY WIRE PREPARED PLANTING MIX 1/2 1D M{' CLOLCHEAR(3"MIN.)DEPTH I L5) EARTH SAUCER FROM TRUNK 1 L.L IFI RUBBER HOSEiiIii CULTIVATED SOIL E' f '. CPADE� LIMIT OF MULC 1 - TURNBUCKLE DEPTH VARIES -,1 �p�� WITH PLANT-� PREPARE PUNTING MIX JOB NO:2015.44 w UNDISTURBED SOIL �w9 - PER SPECIFIGTgN DRAWN:K.S.R. NOTE: EXCAVATE AND PREPARE INSTALL SOD SUCH THAT TOP OF r^ ENTIRE PLANTING BED CHECK:$011 SOIL a ROOT LAYER IS LEVEL TRENCH EDGER WITH TOP OF PAVEMENT DATE 5-3-17 TREE PLANTING DETAIL PLATE SOD DETAIL SHRUB & GROUNDCOVER PLANTING DETAIL L-3 i SHEET OF I ,^ ifs 101 ,_ . 11 .,,,,, _,_ "___________;,:.,,, ,., II 1 .,, ........„ „ ,,,,, L.„,.„..w,d, MAINTENANCE EASEMENT '''''''--- " . ,..0R8.44,F. PG.624 ....,...., \.,...:,_- 11 2A. ' , . -••-• ACCESS EASEMENT .r4-- ,, / , . ,...r.,1, 27 25'ACCE1TASEMENT ACCESS EASEMENT .0. ORB 4665, PG 624 - 7-1——— / .- -... _..._._, .- ,._ ,, ,,...--__„...,...... ACCESS EASEMENLEss _4.:: __;,___,,:-_____:,..__ _.2„___i______..4, _,/' . _ , _ _ _ .. ,‘ , „ • ,, , ..-,, • •••11- fic•.' ---' -."`--- •41-VINGFM.. .frt..--4..N...A ksw-,,-;.,, -..7.-r4.,$,,,,.•,:,‘,,•,,,.,,,s,,, 7,7•Ar ,„ ...-....4taik 0/511: 11..Wif.' •-• - •,-•••.4.mit /4.. . , -'"•644!:?Ail.1.1144C41.e..‘•%T4.1054t4A'....2.ALP.0 i MAI;-ii.`5/1 TY rk:: Nia--r-vim•iffr —,L.- • w - •. .mmnimmeNLA-ffimil4.- -S ,.:: EASEMENT "-OAF 4663, r,3 624 _ ‘.. ..., ., - - lir b*" '' '''N.' 1 1 a IV 15 ci. , • , - , I , t 1 ; 1 • :. , i 104;... 2:....1M4104,TrItZte,o,,,,i,..4;:',";:-4,0i,irr ,. 1.AFAIIIIIMPIM:~_,~WRAlowyg,471zeiitriiifif..44451FAIVeZsntitifiZiNANMP.M.g.SS...7JANfZI;S:V4 LIE_ , »,.2,.., 94, ‘: I 41 lar.■■••••. , -, . •m ‘'' - - - lif,...''.: - ..,..' N. 5 . • 414F 1 111:3MANICID 1 - • A. '',' I' .42' -.•?- 1 I I 11111 I t 0 4,44V e,".1.-Hr=,...--,--r., im 11, 7. 444 1 lillikAN,•••-• • ---.4- " , / co 4..v.vN!. e,: 'fi •'? .;` 4..,+:4,P _ . -'..i;..E57 werVf2/44 •••• .••. •• • 4,-• .404.6i.4 .1;„4t;t.0::.fif,:-I ti- »* I / ,. 1 -illViell4-4,4 1 I I , tr!'',' .- IR 1•• I k41*‘,.„.!. ." •••, • f„ •_ ,k e‘,4•::::.‘ .._ ..,:-..-„4 I i I < , .... 1 1 i Iiil4:,... :::..,,,.,...,, C) • .. .•:• .! .,-\;„- 1 „,.,.: . • '-s7t-i'.°41irmwmil " ::, ,,-rn,•.. 744.Lec,74.7.7.1.7A 0-4 s•• • ..••••••4M4Y 'r•• 1, ..V-•;'-'?'''' ' 1 -: T ,if 1 1 ..-- 1 a-II i - g 0 a, LIJ y I- <- u, 1 1 I= it54 11 , it ,..4 ,..27:1 I t ( ar-- .. iir 1,9� , Al /11, d . i,o, , frp(iii I.i rett!N;-• BB&T BANK ..,,,mm-----.-"*.*****--..',11,•,- ' • • )461 44 7- '-:' ;,,i* Ht., .„'#.4.,*,.. •rs,,,a.,r:'-'i''',. • AREA =3,008 SQ.FT. 1 EEL--'IF. .-4•'--.,,•.... .'.1 LOT 1 111 .1 li • - I 111 444...411-' I l' E lieg*.1111_1: i I: •-,-- v-welimili ; >!.-,1,,_ I.-• 1 m m _1 Q_ ,431- Fig : I S7.- Z IMMP < 0 E it •..,,,,..-- lif IA 1 F.F.E.= 22.5' ... A W44—iterMq 7---",intX-V, a - El I ‘..• .. ,., it „i* . . ,r„ ., / 1. tritkv. ...., 1, r :....,i3_.„ .„,,....„:. .. ,2014 • •1.' ie . . ,..,. : ., , 40. ' s,,:t,.. • ..,........i!,-:?,--,y..4: -ilisr.wo,-V% . - t a..*!,.,1' ,i' --2',,,4).•,,l' ii.....-No '4.:4' s•-•'• •`.-c....:'r• ,.' :._ '",„..*. ‘1")4\ 4244.., '. ' - Nill \*At+215117 .._____ - , .-7- 2---r/loir -..._-_=Euniedenoiiiii-,1,'" ;.1 \l: 1 e I, 1 i liwic ! -,• .-.-:!..;„1..i,--,-_•.!%'.,.--!, k;1,1:4111 I' r.,t,- /-fflaislraSSIREDIM-.STOP,. tritareek", Mb di 1 I im 1 Z :: :::14.A'41' -. ..".-:, _Veaa \'*afarigabg• 0 1 1 .•• 1 rt-11 .„...-_,...-- 6161•1 l' .4 ttiP14•W' ' ,.' ' '., N,.„'74.„ N, • ........ ii I I I I - i• 4,0+0 .4,4,ritv,,,A , .,,07,-'-...As.‘ 2 s' BUILDING SETBACK _i_ I M A .11.161111 . ,..W-V-111,4\610',. , , . ' '•7 `' ••, •\,,,,,..... fij I -1--/4 -1:••714-1..:54: -- i iitAr+tt0;0.•t--,45f :..‘..•",'...tb,-'''''.• • s-ti . , 1 + t- 4'),...t1.,:4:.,2t.a .1.0 o• 8 7 s, ,0•4•••'' , , . , N--.-- :•( -4 1 I I% 1 .14:,.. Mi,„(f.,-,14* :, :..,,,,,.:..,,,• 3„.4„•.'.-„,.._'`4...... ouri ..;.- - ---- iluismer-mut.,. ._imesoiff:miumr.-mmui mumik_inemin. _, immemrn't -,...,h,_ _e _ _jat....».14»4, o A , . —' % ' *),S.-;:i.:*N4V.i,‘f: :r'' ---v?"'':., .- *,,i.Z''.-it '.7.i'Arraii"'"- i: , waigaisnadigaMadAteanallnaffRIMWaPAWIdi4WIts--e .z.„.1 .. wEE . A . I.'r:',/ ? ''.'.'4.:">44.11,„,:t0.4a.k V•45. ..-: ' :.`,-.'W_Ir:11::.`'-.1,'"WIWI% 1- w . g3 0.(k,7;47,-VregVATIATF.4,41rrWOrri Arai, V_:,;317__I.;"..::::/:-_:, 4 z ,•,, , .,, .. , ,. :., - -...,,.•,•"_.„.., _.. ..,,, ••‘, STkr -' -or AilUT E\ 1-...'.. -,• \,--. WINN :4.•4•• I..OA:.•• . 4...0.4 4.• ...4. 4r0...4.0* :::::-‘,":7'--. -,•,?.=::: 15 5 8 ea 5 , * _1 2 vl ... . L '"- -,_ 1 , /,..,:1,..,a e.,.....,,2.,,,, :4:4.,vr,• ...7-4• .....1 ; „,I-. to..-..-2.-. a ''qkte.t4 0'&WA&4110 tetttiV i A A.M attr.;*.4 MOO." . I s Ammimik---, ...mrimommo.. ._. _ , ---‘dimir--- ' Z ‘ijiim 8 'I tg : 1 RIGHT OF NAY..T4Attis. ORS 5994. PG (47 PROPERTY LINE A! El I- 1 I •§ 4 -L.c 2 6 S .:..3 ci- 5, .- 2 `g - • , 1 2 I : • i " leilm WATERWAY ROAD (60' R/W) L., VALVE SCHEME SCHEME SPRINKLER LIST 1141,..mAlini ,... .'1,7-•.": 111M=7,41:=M1===. M =I MI Min PE Min MA =• 1 1 MIT AN OA MA. ■INIIM IlLANIMIF_JIM.AillY...=1.1_11111 ' -1 1 ). ....... e ,I.itir t°R8.46:63•Ropc .624 1 AM ILII I ma •••• 'AEI IRLIMMEll ..11,4--M..._'. 111.;LI11._ -. . I 111Ellialt.INE_S.L=1Z.LE m SAS AM 1 OA eml• t.,:tr,0,• IMIAMIlk_11111i..C.53 I-. . : MIAMI1111.1LMLYZ.M.,...,. JOB NO:2016.44 _ Ann .._1,,, . 1 ==AIM BIM'1W),,,.•-..:, - 4 us; OA I ALA O. Emol M_MAMIlliill.. 11l.,..:_1_,-. . :BMMI Mt . ••,' U AMllM...MEMMIBE._..1II1L.-1-7-2 11........,1:1•-. . 1.,_MMIIlNlnII....1MII1M1.E3_..===1L1Z-._...M1M1_..•UST_Aa_n : 4„4). DRAW K.S.R..R. PNMI001343101 MMa-Ml7M1._1•: 10M IMLM1.1 if= 1.1.-M ■ __1 • L.Ml'•=l..1 _A NORTH CHECK:sot nimm..A,-.. m ',, .-'•i_M_NEW...111_,=1111-.1C.I.C.3,,,ALA . INE_MINIE_A -11....7_711111,,,,,,-,•.•• =.:.MAY.:1111111_•._11- Al... DATE:3-3-17 • / coNTRAZTOR TO WHIP(ALL WM-MILS . MEM= A&X LAND?LAWN/Ng&MN"( l ' Inc. ezis L-4 soma...“..COMI....1,......ff.. SCALE: 1-.10' 1.....0 A..../.1,44W-M, ....,==... SHEET OF • • iN WALL- FINISH GRADE . N MINIMUM CLEARANCE PROTECTIVE ie f FOR DOOR OPENING ENCLOSURE f -._,..,.. y ffi 1 I 1 MODEL INST-OB I SPRAT MEAD .DEL PC-XXOD 0I' -411L4i�.1�?t..411, I .: -yN,11' CONTROL WIRE IN ELECTRICAL I 12'Nm- I I/2•STREET ELLS DNDUIT. SIZE AND TYPE ar MIAX. I �1 PER LOCAL CODE 1 I/2'SO4 BD NIPPLE rQ c -`g=l- 'il=r' q-p- =irL= (LENGTHAs REauuan) - II0 ELECTRICAL SUPPLY CONDUR. hll-g i=i1= II I iI-II-II 1 �4 CONNECT TO POWER SOURCE II==11 11= =1f= II=11 /2-STREET ELL I. -11N, 1 =L 11=11- J BOX INSIDE CONTROLLER. 1 . DICTION OF FLOW.D. PVC TEE f ._._.._. ti NOTES Rrgaum Coss.tan be resole.rel. OUTDOOR INSTALLATION PVC LATERAL UNE H e9 apple...fees and pars.. W NI I•Pe Jr.a•s Pads paving tall b..placed M FT�,,,, 7 3- SdrdJ.10 P.VG Eswa ror Us full paves. 'NOTE. LLAUl1AEU•INST-O6 SPRAY HEAD WOW towage NBes we tan be at Iu.t TS-beee gale SPECIFY 4,8, 12, 16, 20 STATION MODEL CONTROLLER. NO Se.-E INSTALLATION DETAIL F s reseal w1I be brl.d to pre..a ex.re cover of Sr, MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL LA' r dal.an Loral l.ra tan nave a ones or D•. CONTROLLER SHALL 8E HARD-WIRED TO GROUNDED 110 VAC SWING I z w N 1r 1 Gaetano Reed rage care to reroute pping SOURCE. � WILKINS 950 XLT INSTALLATION DETAIL _ H- ?L -I "'u""to°"dprAa""room O PRO-HC CONTROLLER .SCALE � oW a All SprWar.tan be.be edpetrd to provrA tall CO ~ well.one building seam*and•al mys. 03 LLI nl,-o,erol Who to be can uv eaya WristN0`CA" �.IRRIGATION DETAIL Nun a"iHIONO rain.roar deem Z ,. vrlfy bunco soil Pius Repraraeuve. 0 4 Null OadOce Prevents in an Ircrepinau. Q T loc ibn NO,a.at.ubbry Lout.J.dn for graphs Ur F, V!PfPa•m cc Convector separable for 100A.Suit.coverage AI Inlgaten Hers to be painted black 21nIGY-VBOX FINISH GRADE ..•. -_..e - MORN location os for graphic darlty c.c.oily. — _ 4 04, ,._ • Valve bet butlu wen for aapac cWlty P•Pa•m ady IrrgaNcn ayatoe designed to tit scud 5 feet Pr..fold,TuR R .0 ary PIP... Any devuNor Rom h.lyetupdn NIaWUon 7 PLASTIC VALVE BOX • WWI P.Par so re to ie e•ued y'per WITH COVER arced bough any Spies...eIL / `'=`fie— Tull` BADE �' _ WW I Ind. or:scwPrwN BPecskATlwEND vN.L--� / /�filME� NODEL Irvsi-oo—_W/ADJ.ARC NOZZLE IIII!O—SLEETING irlrd,le 40 PVC.]-tete. —LEAS WEI 19 CENINDLOINDDEL NST-tx _r SPRAT NEAPPUGi!.Tar.) o® GGNiFOILER Nun axMillnbl-CUM fell.race �'� ''a Z o eeHuy alth Moo•rear.NC-Ieo.Fle.-6 —�':.. {SP ZQ SOLENOID VALVE Nntr seem IC/-NG-OS-AS-AC.1!1 R.NINO -iL,-a�� z kl NLout.Jane fr LeapNc cerity - � W- 190'ELL-PVC SCHEDULE 44 PVC LATERAL UIEZWn m WATER SOURCE 11/2.S PI Wate meterN]R CONTROL RE I 1 ' G® bd wte�� M 1EMs & WIT NM-CM M IM SPTILE WERE IT Rr--•rL�.g �� �, J Z � b Be.00LyeI DEVICE WMlle 94OM.T-IV4•orequal V81 CDdO5E1 TO UOSSiNX1Ep w9FALL. 'IY YT FFF FlNI$H fRAOE '.e'.c:-.. .c.-. ....... D I4' s Loutbn Roe for Tepee clan LT NOT 91 PE PAM 0 SNORER SPRAT. � _ (n I O Ora UJ TO SPRINKLERS 1/x PVC RISER PVC TEE IA• <ROSH.,IEAD Netter•elm SCHEDULE 80 PVC NIPPLE (LENOIN A$REQUIRED) 1201111 Q ° VI -, V, Re-MPR Seam MAIN UNE FITTING J PVC TEE I/2-STREET ELL V Z Z S r MAIN SUPPLY LINE-\ _\ Z + PVC LATERAL UNE ■ 1/2'SCH 80 NIPPLE �\ 1- Z p , SDR ors Vt.aid 314-Mee ) V 0- C� m 9 -- R�AA9 PIPE 9IIE a�u for au r info Mmal IN. S (LENGTH AS REOUIREDV J a ■ M'Br �7 p RL....�..,., ITt,,..�.�,, 1/2.STREET ELLS c g r°P°'"E steams I UP see mWb.Swdub 601WC ppe —0-"""""•^'a MINI-CLIK [ill,,Iy,.cn•1 5•ICV W�PRESSURE REGULATOR ^LLALl1 IW-•INST-00 ��yMY• Q n IIJAAIlAW- �l INST-12 SPRAY HEAD NQ stA� INSTALLATION DETAIL '"LE INSTALLATION DETAIL "0.teal INSTALLATION DETAIL lean' INSTALLATION DETAIL fy vueellvKAf�e.aeeo,NG-rc-Fee-B RIGID SWING LOCATIONS SNPIN FOR CLARITY ONLY • MASTER VALVE Hour.Met IC/-ISG-IS ll N•vevel LOCATIONS NIDUI FOR CLARITY ONLY JOB NO:2016.44 • LANDSCAPE PAVEMENT . FINS/4GRADE+YJ.21848YJILJAM PLW460.A444X44dt FINISH GRAOE DRAWN:K.S.R. �gI i •CHECK:SGH . ' N LAD I a DAIS 3-3-17 LATERAL LN S-0 \ :...) , O MAN LINE A&7C LAND PLANNING&DESIGN PLATE 10 SLEEVES Inc- -0 PIPE DEPTH DETAILS ..r..aa.Jo.r L-S A•amw.a4sam„n„•a. NO SCALE ow, uuseessere sooreecea,rrse •`" SHEET OF pUMPSTEB_S_CAEEN WALL PI AN11S11 LITTLE• 11 Af.INMATE°THUS ON �sTovo�EumwoAK vaN� ,� Is.6ne' * ENGLTO wTUL REFEReroNE r y �� w_a_u� WAN OOTI�NJGWT PICAL'•I •I i It-f RW CONCRETE SLAB�H ORCED WITHN THICK T WW29 S. HEIGHT L ROWLOCKUTILITY CA SCHEDULEA '.3SW 2•-1 yr n .,t sir ea IIEN• t'O sorou E6 ROWLOCK CAP SCHEDULE6 (A�CCENTCMCR, SEE gCTON3 FOR 8� k WELDED WIRE FABRIC.PLACED S CLEAR FRONT TOP OF SECTpN4 ;ACCENT COLOR. SECTIONS e EIION FOR / _ ' 1 SLAB.PLACE SUB OVER A a'MINIMUM OF COMPACTED L. -.j_ J _._ ,f _, SUB-BASE MATERIAL COIXIOWATE SUBGRaDE I _ I * ---- T PREPARATON REOUIREMENTS WITH SdLS REPORT gglCrc TO MFrrO! BRICK TO A._ `� PEISE1r, eon r n e.c o w VENTED FLE41SH �'N _. /I r 4•I FTB I"w' I"" I �, ALL FOOTwGS ARE TO BE FOUNDED ON RESDUAL SUIaLDWG BRICK. _ 9HfJtWTP • • • • EpNp vATTER« ---- i • OR 4TNUCTURALFUHAVING AM«RAUN!BEARwG TARO 'JESTED REMS .. • - CPRgPAC it OF 20D0 PSF ACCEPTABLE 50 L BEARwG ACCENT BRICK 1 ESSURESTUBEVER..,,,AN WpEP ., UNBCnIPCVEO _ BOND PATTERN SLAB.DRIVE ON / SOLDER COURSE I It rr/, l�I � .. , � TEE54INGo«SRATORRY AAT THE TIME FOOT.NG SEE - _ Rlcx �eSEE`CAPNN • • • SOLDER COURSE I . .• bi. " ___' -_ ■ \ T PREFReSHFDv I CAE - _ - _ - w OEPCOURSE -Ia - w w _ - wOACCdATFANEL ALUNNLEA • I RR:EMBEDMENT Oly /'� a GC SHALL COORDINATE THE TOP O FOOTING M E LE AT i6 0AI.A iii. L_ i GATE JPOST ELEVATION WITH PUN SECTIONS.ELEVATIONS AND ffEEE Ai DNC i ©I A NS I \ GRADING PLAN PRIOR TO FABRIC...OF REINFORCING STEEL S b ! if•f `�\ 3 Ex^AVAT0rv3 FOR FOOTINGS SHALL BE • MAINTAINED INADRY CONDITION UNTIL CONCRETE - - g / NI rERO PFE80LAR0 NP \`\ PACED WHENEVER POSSIB E THEE EXCAVATION • ` 0 I1/BELOW 16-NCOVCRETE i S`L AND-tE OJCRETE Itin NSIMFASCaEENSFECTEO. - - BELOW TE6RRADE UN CAP W. I »C y�� COYCRE'E6RWND CAP j -^� LOVG1iUDINAL c.pTING I MIT 6 ALL ED NPUCEC NAVIN.A ONCRETE SHALL RESSNEGAP __ _ .. . 61 Ii REINFORGNGSH t. ENTWINED ANDA WATER-CEMENT RATIO STRENGTH' I , LX0Tp ACEMEXT nnN � I.Da5 FOR CONCRETE MATERIALS LAX:_�°r / CEMENT DNnT ADM«rD S SLUMP .FORMWORK AND w%RRwTLo«diudwu WORKMANSHIP 166l ELEVATION BB ELEVATIONS El 41 eA S _„ I MANS»IP REMOVAL OF COBRAS RE 11 1 F{ • CURING HARDENING AND PROTECTING.FINISHNG \@-1.sr•,..D` (.OEM/wr•ra �I 1 �it �/ 4 :Lea aiNDPgTCFINo.oES THE REOUIREME«TS OF .., \/ �� ; /_s N ' , .5.GREINFGRAD 60 REINFORCING OTHERWIRCING STEEL 30XBAR SE NOTED. rUOPa5T1A 1 1 yp4 FAABBMC SHALL CONFORM 70 ASTAI AI LAP ORS NE WIRE g' t / I 'TOPOTWAFZETE NTESH DIMENSION.PLUS END EXTENSIONS OF b %TER RAp WIRS T LES THANK"ALL REINFORCING STEEL (REFELEVI ;INCLUDINGWELDED WRE FABRIC)SHALL BE SECURELY i t i.I r i TED AND FNCHONEO IN epLCE TO POPEPA+ OOdi gE0UmE5 -LO CABLE WITH � TOY LOCKABLE wIT11 •• / I - I DISLOCATION DURING THE PLACING 00.REUIRES STOP HOLD LOCKABLE BY GLATCATE H AND / SWING TSIDE OBERE PpD RUC. T� t �'� _� 1 �, I .EA Cx TOMATO,THAT USEDSTRENGTH OF BUILDING NET IXpv.PEV AND CLOSED /• BFs _ EA COBRICK USED. S E STRENGTH OF CLAY CR MASONRY -rrij (Tm.FGR BRICK USED A-OV,APSrER SCREEN WALl4 Kr / / I I SHAu SE 2000 PSI CENT CCAP QORI 4-SEE SCHEOUIE ! � �� /���' • /���' I 9pE5 R TO STRUCTURAL DRAWINGS FOR DESIGN OTEEL INXr SSECTIONS /P AI/I�®�/♦ IIu���/ L POWDER M2Xia-tauoT 6M FRAME .• `i.r.r// i'.�/I - MATCH GATE 1 POWDER COATED BF �K1� O.ri3A or rrw ALUM..PANE aLLUktnU6!i•JBE 2XLn,B'. L -1 J\�.i »�CESUJA7TTO ARIA TO MOY AM ATCH COATED /j1p xi•MI W STAR- NADI.G BRICK.TM Ono SOLT TO GATosT -SUS DRIVE OR aiicax 'NDscAP+c sE STE PLAN sw5 mu i l i GTE COLOR TO -THICKEN FOOTING EXTERIOR 'NEGATE OSTS .e.',DUMPSTER SCREEN W ALL PLAN MART MATCH EXTERIOR RI TO ACCOMMODATE ENT ,.eE.,/,O'•TO. r• OF GATE POSTS \/• EXTER�O SECTION SF-E PUN b SCHEDULE IN FINISH _ I , I S WALL DESIGN SCHEDULE PROJECT MANUAL05/08/1> I A E c 0 E F D N J 1 - SQ 1.-r IF* RIM AS 1B'OC FEeV OC AS AE OCO 6 f I l ELEVATION C FOR CONSTRUCTION 0EA x•Tu` SEE ELEVATOR C i»15 SHEET FOR GATE GATE POSTS A HARDWARE E.:'w ff,,.-I•:7.'IT'L■ k !. FEGul.. 5 ..y SOLID BRICK L,HEFE 4 EXPOSED KEY TOP A BOTTOM ARE i BR.CSAASE I �:3D View 3 OTTER PERFORATED -SOLID UTILITY BRICK \�-Ii C .o Fpppwn NG. _ I{ II EEN.NAumNToGROLITED CA OF BEroraocKcnmRF I FST PEA TIP PKASTER6Aai-tuNTI.TUM \ —W' 1 ROWLOCK CA SLOPE CRETP�ENEMLMAD / J - »« -- 1 OF r TYPICAL ! q O'GROUT SHAu %///�% VEPRTICAL'H'BAR BEYOND WALL MUSTER ROWLOCK CAP SLOPE ` / /�_ SEE SCHEDULE 111.1111=1111 • SCREEN TO w51OE OF ,�S/LdyryFllNyTFT (MOGU�..MT..GIVEN E. / I FORS.60uNn'Y \/�J�K..�� ..C.re \ / LL BWPS Nrt I OPENINGS IN FLEM19M TNONZ JdM CENTER I BOND PTTIERN•Te _ RENF�t6tlC BRICK TO SEEMATCHPUN _ yII� �• GWry N E-= I $IBILTY \ ~ e BUILDING SEE PUN ■■ BRICK WALL MUSTER r. SEE ELEVATIONS NOTES FOR.0U1RE0 m! �j� .10.. 'ASTER r//A//y�/ I COMPRESSIVE /"'�F b 6. _--vERTCAL'H.BARS SEE 1 9C»EEULE . -- j EI 'F'DOwEL3 wr 8TDNDEG HOOK Ar � �� •V I ( I REINFORCING wO.W wV 2,6OC JOwi RE1NF • '/�/I//// / 1 NOTE I 1 • VERTICAL BARS ALENGM aVAT A:A .� I Ell SEE SECTION 5G THIS A -nr EXPANSION JOINT c � I I I OF9afaEEATEORON �. FILLER TRANSVERSE PER SCHEDULE I SHEET FOR ALL OEMS I cO11EteeN.w TEE-\ ��t• i gANSv ,R'EXPANSION JOINT FILLER Ir 7 NOT NOTED OR SHOWN I - ! IENENTINNNPOF E SE 4"GALS. OA CIA NEAcy EINIIrL AIA.LEED AP L f \ �� ��ONCgRETE OUMSI>S�TER TM Cva SEE-1 pCdNDRETE dJMRS*ER T { CONIC Ew =�_I rU DOw i SCHEDULE FOR S.6 JW TURN DOWN s1A0 EDGES.rvP SEE PUN ! 1 PLAN DETAIL 1.PD7 I filinRt B SBlrnon,LEED AP I Pr� .1111 II�'I rv0>ES FORREINFORCNO I SPACING 'I .Ohs FOR REwFOACING 1� SLAB DRIVE OR ERE OIEINEpE H BLO F!As SUB.B.�gVE OR •10 SLANO�W�S R I :6. SNOW ITE PLAN DRAWINGS PER SITE •.... w �. .e.• AIL" I ��►I OPE WRICAL CONCRETE 1 1 I . CONCRETE FOOT.- , II :.Fy'y�-v.. - `I CANT'U" , Ncn� BRANCH BANK -1 SLHOwNSOnBTHE&TE P(MI Rang FOOTING SEE SECTION \ I -{ f SEE SECTOR J6 \ ��/I_ ••.r•I4A� LONGITUDINAL F001HE I N 5G J.SCHEDULE T I S //' SCHEDULE TIN SHEET \ _ REINFORCING. 1 BALM I DIA M NW RAH W nv cut Iron LAP SHEET FOR Tveku I • :/ II a ogcuNG.TW TOP 4 re iG1NUS HIGHWAVI I OR TVPTGL S.8 8 BOTTOM SEE I ` iEOUESTA.FL SOEdnEIHFORCENMENr T iH I `L•E REINFORCEMENT -�� SCHEDULE ORBD£ `� -_- I Ir�80BOTTOCAI m si4 L1 AI TH KENEE Ro I� a n BHLN H a K A MPF 37 00 �-f O BrsL Posr • P.sT FDDTNG 4.�GATE P°.E......nr p ca.., 123 19 ADOIr.NAL ' • 1!HALL BE 2,'M SHIFT E F; - . TRANSVERSE d � TOOT NG RF rvF rE N - .PM it � CONCRETE FOOTINGSEE • .ti L LONGITUDINAL BOTTOM .. I�'• 1 ACCOMMODATE GATE 'T CUti SCHEDULE THIS SHEET SCLRTY ' �/ ___ _ _.____.. _ __ ___-_.- wDUMPSTER SCREEN BARE TO MATCH 'DULED 130-'010 ,>.. 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FL' M _ �- - �3 , RkNN Srma1,LEED AP BENC __ �_�_ ..........�,,,......,....,......, Lee Brooke,LEED AP BDPC BB&T BRANCH BANK n 101 N US HIGHWAY 1 Ff TEQUESTA,FL n m m / 123.1937.00 , i LIGHTING I SCHEDULE 79. 1 E1.2 } t STORM WATER CALCULATIONS FOR DRAINAGE IMPROVEMENTS Of BB&T TEQUESTA (LOT 1) 101 NORTH US HIGHWAY 1 TEQUESTA, FLORIDA 33469 FOR BB&T Bank IN Palm Beach County, Florida Prepared by: H & T CONSULTANTS, INC. ,,,t4�S�:1�� ...��,,,,, 9310 OLD KINGS RD SOUTH, STE 1001 , 4 ,,� Jacksonville, Florida 32257 ,•�`° C�,.°''1,, ��:_,k �! ''�-,, (904) 419-1001 ` �~'' ' ' _ : Ai° c gyp ~ T = March 13, 2017 _ • . * r Revised April 17, 2017 J.�*/.4: C • r INDEX OF SHEETS I COVER SHEET II INDEX SHEET III PROJECT NARRATIVE • LOCATION AND DESCRIPTION • EXISTING DRAINAGE SYSTEM • PROPOSED DRAINAGE SYSTEM IV LOCATION MAP V SOILS VI GEOTECHNICAL REPORT VII PERCOLATION TEST VIII ICPR RESULTS APPENDIX APPENDIX A-SOILS INFORMATION APPENDIX B-GEOTECHNICAL REPORT APPENDIX C-PERCOLATION TEST t. LOCATION AND DESCRIPTION The project is located at 101 US Highway 1 North, Section 30, Township 40 South, Range 43 East,Tequesta, Florida. The total area of the project is 0.71 acre. The project will include phased demolition of the existing BB&T 2-story bank. After demolition, a new BB&T bank will be will be constructed as shown on the drawings. Demolition will be done in phases as shown on the Demolition Plan and will include demolition of the existing building, removal of all impervious areas (parking, sidewalks and access drives) and some landscaped areas including parking islands. The new project will include a new BB&T bank (single-story) building, drive- thru and canopy, parking areas and main access drives and sub-surface storm water management system. There are 4 access driveways associated with the new project with a shared access drive, on the east side with Lot 2. EXISTING DRAINAGE The existing site has a drainage system mainly a storm water collection system. There are catch basins located within the site that collects and directs the runoff from the site to the adjacent lot (Lot 2)to the east via drainage pipes. There is an outfall control structure near the east boundary of Lot 2 with a weir. The existing weir is at elevation 12.15. There are no surface ponds or storage systems currently on site, however, there is an existing exfiltration system on site. PROPOSED DRAINAGE The project is required by the Village of Tequesta to contain runoff from a 25-year 24-hour storm event. Due to site constraints, a surface pond is not feasible. In order to meet this requirement,the proposed drainage system will include a sub-surface storage system with percolation. The proposed system is a StormTech® subsurface system —MC4500. The system will be located just east of the proposed drive thru area. This area was selected due to the amount of space needed for the subsurface system. The system and drainage collection system is designed to retain the runoff from a 25-year 24-hour storm event. Catch basins will be installed as shown on the plans and runoff will be collected and directed into the StormTech system. Initially, runoff will be diverted via a weir, into the Isolator Row where initial treatment will be provided. The stormwater management system has been designed to retain the 25-year 24-hour storm event with no discharge. The system provides the required treatment via percolation. Once the water level exceeds the weir elevation during 100-year 24-hour storm event, water will flow into the other chambers and ultimately discharges east through the existing offsite storm system with the Shoppes of Tequesta. The 100-year 24-hour post development discharge is less than the pre-development (undeveloped site) 100-year 24-hour runoff. The main components of the proposed StormTech® system includes a 12" stone layer directly above the chambers,the MC-4500 chambers and another 12" layer of stone right below the chambers. The entire system will be enveloped with filter fabric. The Lot 1 drainage system will still have to connect to the Lot 2 drainage system and is consistent with existing drainage conditions. . PROJECT LOCATION MAP t m c it x• 4 I sue„ _ 00 '.:a' ipd ff �, ..�. a',' e �' l 4 ' ta lir AliAZ i f d.$ . iti y �- i ... ft ww,A. SOILS Based on the soil survey,the site is mainly comprised of the St. Lucie and Paola type soils. St. Lucie soils are nearly level to sloping and excessively drained. This type of soil typically has a thin surface layer of grey sand. Below this layer is generally white sand that extends to depth of more than 80 inches. Poala sand are nearly level to sloping and are excessively drained sand as well. Similar to the St. Lucie soil, Poala sand also has a layer of gray sand followed by white sand. Both soil types are classified as Class A soils which exhibit excessively draining characteristics. Additional information regarding the soil types is included in Appendix A. GEOTECHNICAL REPORT A soil exploration was conducted at the site by Dynatech Engineering Corp. A copy of their report is included in Appendix B. PERCOLATION TEST A soil percolation test was performed by Dynatech Engineering Corp. A copy of their report is included in Appendix C. Design Information: Pre-Development Conditions (see note: Total Area =0.71 acre Impervious Area = 0 Pervious Area = .71 ac Curve Number=49 (Hydrologic Soils Group A, undeveloped land) Pre Time of Concentration, Tc= 15 minutes Note: Pre-development condition based on the condition of the site after demolition where all the impervious areas have been removed, graded with no vegetation. Post-Development Conditions: Drainage Area =0.72 acre Impervious Area =0.49 ac (CN=98) • Building—3,008 ft2 Parking, Access Drives, Pads- 17,005.83 ft2 Sidewalks— 1,304 ft2 Total: 21,317 ft2 or 0.49 ac Pervious Area =0.22 ac (CN=39) Weighted CN = (0.49 x 98) + (0.23 x 39) = 79.15 0.72 Weighted CN = 79.15 Time of Concentration = 10 minutes (minimum required) Water Table: 22' below surface (refer to Percolation Test report) Seasonal High Water Table: EI. 2 ft. (approximate) ICPR—Inter Connected Channel and Pond Routing Model In order to determine the size needed for the sub-surface system, ICPR was used to model the 25-year 24-hour storm event. StormTech calculations were used to determine the number of MC-4500 chambers needed for the project. The percolation rate input for the ICPR model was based on the Percolation Test performed by Dynatech Engineering Corp and is included as Appendix C. Per the percolation test that was conducted,the hydraulic conductivity was determined to be 1.28x10-3 CFS/Sq.Ft-Ft. Head. The diameter of the hole used in the test was 7" with a test depth of 0—10'. The average flow during the test was 42.5 gpm. For the ICPR modeling, a conservative rate of 30 feet per day was used which provides a safety factor of 3.6 based on a hydraulic conductivity of 1.28x10-3 CFS/Sq.Ft-Ft. Head (approximately 110.6 fpd) The ICPR model includes an underground detention node to represent the StormTech system. As shown on the Drainage Detail Sheet—StormTech,the elevations for the proposed system are as follows: • Top of Pavement (Minimum Grade Elevation): El. 18.35 • Top of 12"thick stone layer (above chambers): El. 17.35 • Top of Chamber: El. 16.35 • Bottom of Chamber: El. 11.35 • Bottom of Stone (below the chambers): El. 10.35 e Proposed Sub-surface System: Length: 70.95 ft. Width: 29.10 ft. Total Area: 2065 ft2 Surface Area: (used in the ICPR Model) Bottom = 70.95 x 29.10 =2064.6 ft2 (sides were not included to be more conservative) Total Area = .047 ac Cumulative Volume of Sub-Surface System: (Refer to StormTech Spreadsheet) Elevation Cumulative Volume_(ft3) Equivalent Volume(Acre-ft)* 10.35 0 0 11.35 825.60 .0189 12.35 2613.60 .0600 13.35 3994.45 .0917 14.35 5662.8 .1300 15.35 6969.6. .1600 16.35 7840.8 .1800 The results of the ICPR are included in the report and show a maximum stage elevation during a 25-year 24-hour storm event of 15.49 ft. with zero discharge to Lot 2. The proposed weir elevation at structure S-7, the last structure on the east property boundary of Lot 1, is proposed at elevation 15.50 ft. The 100-year 24-hour storm event was also modeled in ICPR and resulted in a maximum stage elevation of 16.71 with a discharge of 4.27 cfs. ICPR Schematic Diagram Control Drainage Basin �► Structure Stormtech System Water Table Conclusion Based on the ICPR model, the proposed sub-surface system and associated drainage system is designed to fully retain runoff from a 25-year 24-hour storm event with no discharge to Lot 2. Discharge from a 100-year 24-hour storm event during post condition is less than pre- development condition. ADS Design Tool Site 3//0//2 Page 1 of 1 User Inputs Results Chamber Model MC-4500 Outlet Control Structure Yes(Outlet) System Volume and Bed Size Project Name Tequesta Lot 1 Installed Storage Volume 8396 cubic ft. Project Location Tequesta,FL Storage Volume Per Chamber 166.2 cubic ft. Project Date 03/10/2017 Storage Volume Per End Cap 111,9 cubic ft Engineer H8T Number Of Chambers Required 42 each Measurement Type Imperial Number Of End Caps Required 6 each Required Storage Volume 8250 cubic ft Rows/Chambers 3 row(s)of 14 Stone Porosity 40% chamber(s) Stone Above Chambers 12 in. Maximum Length 70.95 ft. Stone Foundation Depth 12 in. Maximum Width 29.10 ft. Average Cover Over Chambers 24 in. Approx.Bed Size Required 1994 square ft. Design Constraint VYidth Design Constraint Dimension 36 ft. System Components Amount Of Stone Required 343 cubic yards Volume Of Excavation(Not 517 cubic yards Including Fill) Non-woven Filter Fabric Required 599 square yards Length Of Isolator Row 61.47 ft. Woven Isolator Row Fabric 164 square yards PAVEMENT LAYER(DESIGNED BY SITE DESIGN ENGINEER) 24' fi 7.0' � (600 mm)MINE" (2 11 xm) Ii r �.r Sr ^�a S� �.5,r S• i., +�Gv 5, 12'(300 mm)MIN z { .4�sls� s,y^ ' ��' "h (1625 mm) 1 I x..7 'T'"'� J {. f L DEPTH OF STONE TO BE DETERMINED r�' ^' "� - a 8Y DESIGN ENGINEER 9'(230 mm)MIN / -100'(2510 mm) ...-12'(300 mm)TYP (230 mm)MIN I i,roi;WOf nr.tiMr 1,4•Sif it',okoie.'en ®ADS Stormtech 2016 http://stormtechcalc.azurewebsites.net/ 3/10/2017 . 3 itv//7 Project: Tequesta Lot 1 Chamber Model- oinalatuumi StormTe:ch' Units- 6 ,!1111 " Number of Chambers- ' `' 1'01:V418+, Number of End Caps- Voids in the stone(porosity) 40 % Base of Stone Elevation- 10,,35 fl Amount of Stone Above Chambers- 2 in 0 Include Perimeter Stone in Calculations Amount of Stone Below Chambers- 1 in Area of system- iX sf Min.Area- 1729 sf min area Storm Tech MC-4500 Cumulative Stotaoe Volume Wahl. lrta iNt1 titai le Incremental trlcneg t." lehta7li t ntinta[' _�tnaremenlai Mo eme of rtat Ch.'Cermatithie' System Chamber Single End Cap Chambers Eli Gap • Stone EC and Stone System Elevation B sJ c teat �cubk Ieet) Ipubraii0° icubicteen rcnbte'leet� v 640 c teen (cubic deaf)_ ' eet)ft 84 0.00 0.00 0.00 0..00 68.80 68,80 8591,72 17.35 83 0.00 0 00 0.00 0.00 68.80 68,80 8522,92 17.27 82 0.00 0.00 0.00 0.00 68.80 68.80 8454.12 17.18 81 0.00 0.00 0.00 0.00 68.80 68.80 8385.32 17.10 80 0.00 0.00 0,00 0,00 68.80 68.80 8316.52 17.02 79 0 00 0.00 0,00 0.00 68.80 68.80 8247.72 16.93 78 0 00 0.00 0.00 0.00 68.80 68.80 8178.92 16.85 77 0.00 0,00 0.00 0,00 68.80 68.80 811012 16,77 76 0.00 0.00 0.00 0.00 68.80 68.80 8041.32 16.68 75 0.00 0.00 0.00 0.00 68.80 68.80 7972,52 16.60 74 0.00 0.00 0,00 0.00 68.80 68.80 7903.72 16,52 73 0,00 0.00 0.00 0,00 68.80 68.80 7834.92 16.43 72 0.04 0.00 1.72 0.00 68.11 69,83 7766.12 16.35 71 0.12 0,01 4,88 0 06 66,83 71.76 7696,28 16,27 70 0.16 0..03 6.92 0.16 65.97 73.05 7624.52 16,18 69 0.21 0.05 8.77 0.29 65.18 74.23 7551.48 16,10 68 0.27 0.07 11.27 0.41 64.13 75.81 7477,25 16.02 67 0,45 0.09 19.02 0.53 60.98 80.53 7401.44 15,93 66 0.67 0.11 27.94 0.68 57,35 85.97 7320.91 15.85 65 0.80 0.14 33.56 0.85 55.04 89.44 7234.94 15.77 64 0.91 0.17 38.14 1,01 53.14 92.29 7145,50 15.68 63 1,00 0.19 42 12 1.15 51.49 94.76 7053.21 15.60 62 1.09 0 22 45.67 1,29 50.02 96.98 6958.45 15.52 61 1.16 024 48.87 1,45 48.67 98.99 6861.47 15.43 60 1.23 0.27 51.83 1.62 47,42 100,87 6762,48 15,35 59 1.30 0,30 54.59 1.79 46.25 102 62 6661.61 15,27 58 1.36 0.32 57.16 1.94 45.16 104.26 6558.99 15.18 57 1.42 0.35 59,59 2.09 44.13 105,80 6454.73 15,10 56 1.47 0.37 61.88 2.23 43.16 107,26 6348.92 15.02 55 1.53 0.39 64.06 236 42,23 108.65 6241,66 14.93 54 1.57 0.42 66.13 2.50 41.35 109.98 6133,01 14.85 53 1.62 0.44 68.10 2.64 40,50 111,24 6023.03 14,77 52 1.67 0.46 69.98 2.78 39.70 112A5 5911.78 14.68 51 1.71 0.48 71.78 2.90 38.93 113.61 5799.33 14.60 50 1,75 0,50 73.50 3.03 38,19 114,72 5685.72 14.52 49 1.79 0.53 75.15 3.15 37.48 115.78 5571.00 14.:43 48 1.83 0.55 76.74 3.27 36,80 116.81 5455.22 14.35 47 1.86 0.56 78.26 3.39 36.14 117.79 5338.41 14,27 46 1.90 0.58 79.73 3.50 35.51 118.74 5220.62 14.18 45 1.93 0,60 81,14 3.61 34.90 119.65 5101.88 14.10 44 1.96 0.62 82.49 3,72 34,32 120.53 4982.23 14.02 43 2,00 0.64 83,79 3,83 33.75 121.37 4861.71 13.93 42 2.03 0.66 85.05 3.93 33.21 122,19 4740,33 13.85 41 2.05 0.67 86.26 4.04 32.68 122,98 4618.14 13,77 40 2.08 0.69 87,42 4.14 32.17 123.74 4495.16 13.68 39 2.11 0.71 88.54 4.24 31,69 124,47 4371.42 13.60 38 2.13 0.72 89.62 4.34 31,21 12518 4246.95 13,52 37 2.16 0,74 90.66 4.44 30,76 125.86 4121.77 13.43 36 2.18 0.76 91.67 4.54 30.32 126.52 3995.91 13.35 35 2.21 0,77 92.63 4.63 29.90 127.16 3869.39 13,27 • • 34 2.23 0.79 93.56 4.72 29.49 127.77 3742.23 13.18 33 2.25 0.80 94.45 4.81 29.09 128.36 3614.46 13.10 32 2.27 0.82 95.31 4.92 28.71 128.94 3486.11 13.02 31 2.29 0.84 96.14 5.04 28.33 129.51 3357.16 12.93 30 2.31 0.85 96.93 5.08 28.00 130.00 3227.65 12.85 29 2.33 0.86 97.69 5.15 27.66 130.51 3097.65 12.77 28 2.34 0.87 98.42 5.23 27.34 130.99 2967.15 12.68 27 2.36 0.89 99.12 5.31 27.03 131.46 2836.16 12.60 26 2.38 0.90 99.78 5.39 26.73 131.90 2704.70 12.52 25 2.39 0.91 100.42 5.46 26.45 132.33 2572,80 12.43 24 2.41 0.92 101.03 5.53 26.17 132.74 2440.47 12.35 23 2.42 0.93 101.61 5.61 25.91 133.13 2307.73 12.27 22 2.43 0.95 102.16 5.67 25.67 133.50 2174.60 12.18 21 2.44 0.96 102.68 5.74 25.43 133.85 2041.10 12.10 20 2.46 0.97 103.18 5.80 25.21 134.19 1907.25 12.02 19 • 2.47 0.9B 103.65 5.87 24.99 134.51 1773.06 11.93 18 2.48 0.99 104.09 5.93 24.79 134.81 1638.55 11.85 17 2.49 1.00 104.51 5.99 24.60 135.10 1503.74 11.77 16 2.50 1.01 104.90 6.04 24.42 135.37 1368.64 11.68 15 2.51 1.02 105.27 6.10 24.25 135.62 1233.28 11.60 14 2.51 1.02 105.62 6.15 24.09 135.86 1097.65 11.52 13 2.53 1.03 106.13 6.20 23.87 136.20 961.80 11.43 12 0.00 0.00 0.00 0.00 68.80 68.80 825.60 11.35 11 0.00 0.00 0.00 0.00 68.80 68.80 756.80 11.27 10 0.00 0.00 0.00 0.00 68.80 68.80 688.00 11.18 9 0.00 0.00 0.00 0.00 68.80 68.80 619.20 11.10 8 0.00 0.00 0.00 0.00 68.80 68.80 550.40 11.02 7 0.00 0.00 0.00 0.00 68.80 68.80 481.60 10.93 6 0.00 0.00 0.00 0.00 68.80 68.80 412.80 10.85 5 0.00 0.00 0.00 0.00 68.80 68.80 344.00 10.77 4 0.00 0.00 0.00 0.00 68.80 68.80 275.20 10.68 3 0.00 0.00 0.00 0.00 68.80 68.80 206.40 10.60 2 0.00 0.00 0.00 0.00 68.80 68.80 137.60 10.52 1 0.00 0.00 0.00 0.00 68.80 68.80 6820 10.43 . . ICPR RESULTS 25 YEAR 24- HOUR STORM EVENT • ==== Basins Name: Post 1 Node: Chamber 1 Status: Onsite Group: BASE Type: S•'.CS Un.i.t. Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 10.500 Time of Conc(min) : 10.00 Area(ac) : 0.710 Time Shift(hrs) : 0.00 Curve Number: 79.15 Max Allowable Q(cfs) : 999999.000 DCIA(€) : 59.00 Name: Post 2 Node: Chamber 2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph ON Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Durati.on(hrs) : 24.00 Rainfall Amount(in) : 10.500 Time of Conc(min) : 10.00 Area(ac) : 0.420 Time Shift(hrs) : 0.00 Curve Number: 88.17 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 48.00 Name: Pre 1 Node: bndry Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hr.$) : 2.4.00 Rainfall Amount(in) : 10.500 Time of Conc(min) : 15.00 Area(ac) : 0.710 Time Shift(hrs) : 0.00 Curve Number: 49.00 Max Allowable Q(cfs) : 999999.000 DCIA($) : 0.00 Name: Pre 2 Node: bndry Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Durati.on(hrs) : 24.00 Rainfall Amount(in) : 10.500 Time of Conc(min) : 15.00 Area(ac) : 0.420 Time Shift(hrs) : 0.00 Curve Number: 49.00 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 0.00 _ ------- ___................__.............., _...................,....,...... --..._............... ___= Nodes -- ------- _ -................_....__._..._ ...._............. Name: Chamber 1 Base Flow(cfs) : 0.000 Init Stage(ft) : 10.350 Group: BASE Warn Stage(ft) : 17.350 Type: Stage/Volume Stage(ft) Volume(af) 10.350 D.0000 11.350 0.0189 12.350 0.0600 13.350 0.0917 14.350 0.1300 15.350 0-.1600 16.350 0.1800 Interconnected Channel and Pond Routing Model(ICPR) ®2002 Streamline Technologies, Inc. Page 1 of 4 • 17.350 0.2000 Name: Chamber. 2 Base Flow(cfs) : 0.000 Init Stage(ft.) : 5.890 Group: BASE Warn Stage(ft) : 12.890 Type: Stage/Volume Stage(ft) Volume(af) 5.890 0.0000 6.890 0.0120 7.890 0.0400 8.890 0.0700 9.890 0.1000 10.890 0..1200 11.890 0.1400 12.890 0.1600 Name: GW Sink 1 Base Flow(cfs) : 0.000 Init Stage(ft) : 2.000 Group: BASE Ware: Stage(ft) ; 10.350 Type: Time/Stage Time(hrs) Stage(ft) 0.00 0.000 999.00 0.000 Name: GW Sink 2 Base Flow(cfs) : 0.000 Init Stage(ft) : 2.000 Group: BASE Warn Stage(ft) : 11.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 0.000 999.00 0.000 Name: Outfall Base Flow(cfs) : 0.000 Init Stage(ft) : 3.400 Group: BASE Warn Stage(ft) : .12.800 Type: Time/Stage Time(hrs) Stage(ft) 0.00 3.400 12.00 11.800 24.00 5.900 ==== Drop Structures Name: DS-1 From Node: Chamber. 1 Length(ft): 68.00 Group: BASE To Node: Chamber 2 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in) : 16.00 18.00 Flow: Both Rise(in) 18.00 18.00 Entrance Loss Coef: 0.000 Invert(ft) : 7.230 6.890 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in) : 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in) : 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall „ Interconnected Channel and Pond Routing Model(1CPR) 02002 Streamline Technologies,Inc. Page 2 of 4 • Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir. 1 of .1. for Drop Structure DS-1 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 12.00 Invert(ft) : 15.500 Rise(in) : 99999.00 Control Elev(ft) : 15.500 Name: DS-2 From Node: Chamber 2 Length(ft) : 70.00 Group: BASE To Node: Outfall. Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in) : 15.00 15.00 Flow: Both Rise(in) : 15.00 15.00 Entrance Loss Coef: 0.000 Inver.t (ft) : 10.650 8.480 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in) : 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in) : 0.000 0.000 Solution Ines: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir l of 1 for Drop Structure DS-2 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 36.00 Invert(ft): 12.000 Rise(in) : 9999.00 Control. Elev(ft) ; 12.000 Name: Perc 1 From Node: Chamber 1 Flow: Both Group: BASE To Node: GW_Sink 1 Count: 1 Surface Area Option: User Specified Bottom Elev(ft) : 10.350 Surface Area(ac) : 0.050 Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elev(ft) : 0.000 Perimeter l(ft) : 200.000 Water Table Elev(ft) : 2.000 Perimeter 2(ft) : 600.000 Ann Recharge Rate(in/year) : 0.000 Perimeter 3(ft) : 4200.000 Horiz Conductivity(ft/day) : 30.000 Distance 1 to 2(ft) : 50.000 Vert. Conductivity(ft/day) : 30.000 Distance 2 to 3(ft) : 450.000 Effective Porosity(dec) : 0.300 Num Cells 1 to 2: 10 Suction Head(in) : 4.170 Num Cells 2 to 3: 45 Layer Thickness(ft) : 6.350 Name: Perc 2 From Node: Chamber 2 Flow: Both Group: BASE To Node: GW_Sink 2 Count: 1 Interconnected Channel and Pond Routing Model(ICPR) ®2002 Streamline Technologies,Inc. Page 3 of 4 Surface Area Option: User Specified Bottom Elev(ft) : 5.890 Surface Area(ac) ; 0.040 Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elev(ft) : 0.000 Perimeter 1(ft) : 174.000 Water Table Elev(ft) : 2.000 Perimeter 2(ft) : 574.000 Ann Recharge Rate(in/year_) : 0.000 Perimeter 3(f.t) : 4174.000 Horiz Conductivity(ft/day) : 30.000 Distance 1 to 2(ft) : 50.000 Vert Conductivity(ft/day) : 30.000 Distance 2 to 3(ft) : 450.000 Effective Porosity(dec) : 0.300 Num Cells 1 to 2: 10 Suction Head(in) : 4.170 Num Cells 2 to 3: 45 Layer Thickness(ft) : 3.890 Hydrology Simulation =========_.--... - --- ----=-- --=------- Name: 25yr-24 Filename: Y:\BB&T\Tequesta\Drainage\25yr-24.R32 Override Defaults: Yes Storm Duratior.(hrs) : 24.00 Rainfall File: Fl.mod Rainfall Amount(in) : 10.50 Time(hrs) Print Inc(min) 30.000 5.00 ==== Routing Simulations Name: 25yr-24 Hydrology Sim: 25yr-24 Filename: Y:\BB&T\Tequesta\Drainage\25yr-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft) : 1.00 Delta Z Factor.: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs) : 30.00 Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 999.000 15.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model(1CPR) ©2002 Streamline Technologies,Inc. Page 4 of 4 Basin Name: Post 1 Group Name: BASE Simulation: 25yr-24 Node Name: Chamber 1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 1.33 Comp Time Inc (min) : 1.33 Rainfall File: Flmod Rainfall Amount (in) : 10.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 10.00 Time Shift (hrs) : 0.00 Area (ac) : 0.710 Vol of Unit Hyd (in) : 1.001 Curve Number: 79.150 DCIA (%): 59.000 Time Max (hrs) : 12.02 Flow Max (cfs) : 5.19 Runoff Volume (in): 9.358 Runoff Volume (ft3): 241.19 Basin Name: Post 2 Group Name: BASE Simulation: 25yr-24 Node Name: Chamber 2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 1.33 Comp Time Inc (min) : 1.33 Rainfall File: Flmod Rainfall Amount (in) : 10.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 10.00 Time Shift (hrs) : 0.00 Area (ac) : 0.420 Vol of Unit Hyd (in) : 1.000 Curve Number: 88.170 DCIA (%) : 48.000 Time Max (hrs) : 12.02 Flow Max (cfs) : 3.16 Runoff Volume (in) : 9.683 Runoff Volume (ft3) : 14762 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 1 t Max Time Max Warning Max Delta Max Suzf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Chamber 1 BASE 25yr-24 12.46 1.5.49 17.35 0.0050 1059 12.00 5.16 12.46 1.2 Chamber 2 BASE 25yr-24 12.60 10.7-i 12.89 0.0050 897 12.00 3.15 12.19 0.69 GW Sink 1 BASE 25yr-24 0.00 0.00 i.0.35 -2.0000 0 12.46 1_22 0.00 0.00 GW'-S.i.nk 2 BASE 25yr.-24 0.00 0.00 11.00 -2.0000 0 .12.19 0.69 0.00 0.00 Outfall BASE 25yr-24 12.00 11.80 12.80 0.0127 0 0.00 0.00 0.00 0.00 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 . Max Time Max. Max Max Time Max Max Time Max Name Group Simulation Plow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hr.s ft DS-1 BASE 25yr-24 0.00 0.00 0.000 12.46 15.49 .12.60 10.77 DS-2 BASE 25y.r-24 0.00 0.00 0.000 12.60 1.0.77 12.00 1 ..80 Pere 1 BASE 2.5yr-24 12.46 1.22 0.578 12.46 15.49 0.00 0.00 Pere 2 BASE 25yr-24 12.19 0.69 0.55.1 12.60 10.77 0.00 0.00 interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 ., • Simulation 25yr-24 Chamber 1 Chamber 2 14 12 1 v 10 • 8 • • •• • • 4 i 0 20 40 60 80 Time(hrs) Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. r 100 YEAR 24- HOUR STORM EVENT f Go'(e-Z4 4,e_ Basin Name: Post 1 Group Name: BASE Simulation: 100yr-24 Node Name: Chamber 1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 1.33 Comp Time Inc (min) : 1.33 Rainfall File: Flmod Rainfall Amount (in) : 14.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 10.00 Time Shift (hrs) : 0.00 Area (ac) : 0.710 Vol of Unit Hyd (in) : 1.001 Curve Number: 79.150 DCIA (8) : 59.000 Time Max (hrs) : 12.02 Flow Max (cfs) : 7.30 Runoff Volume (in) : 13.298 Runoff Volume (ft3) : 34274 Basin Name: Post 2 Group Name: BASE Simulation: 100yr-24 Node Name: Chamber 2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 1.33 Comp Time Inc (min) : 1.33 Rainfall File: Flmod Rainfall Amount (in) : 14.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 10.00 Time Shift (hrs) : 0.00 Area (ac) : 0.420 Vol of Unit Hyd (in) : 1.000 Curve Number: 88.170 DCIA (%) : 48.000 Time Max (hrs) : 12.02 Flow Max (cfs) : 4.40 Runoff Volume (in) : 13.657 Runoff Volume (ft3) : 20821 Basin Name: Pre 1 Group Name: BASE Simulation: 100yr-24 Node Name: bndry Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 2.00 Comp Time Inc (min) : 2.00 Rainfall File: Flmod Rainfall Amount (in) : 14.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 15.00 Time Shift (hrs) : 0.00 Area (ac) : 0.710 Interconnected Channel and Pond Routing Model(ICPR) ®2002 Streamline Technologies,Inc. Page 1 of 2 Vol of Unit Hyd (in) : 1.000 Curve Number: 49.000 DCIA (8) : 0.000 Time Max (hrs) : 12.07 Flow Max (cfs) : 3.96 Runoff Volume (in) : 6.747 Runoff Volume (ft3): 17389 Basin Name: Pre 2 Group Name: BASE Simulation: 100yr-24 Node Name: bndry Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time inc (min) : 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in) : 14.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 15.00 Time Shift (hrs) : 0.00 Area (ac) : 0.420 Vol of Unit Hyd (in) : 1.000 Curve Number: 49.000 DCIA (%) : 0.000 Time Max (hrs) : 12.07 Flow Max (cfs) : 2.34 Runoff Volume (in) : 6.747 Runoff Volume (ft3): 10286 Interconnected Channel and Pond Routing Model(ICPR) ®2002 Streamline Technologies,Inc. Page 2 of 2 ==== Basins -__-- Name: Post 1 Node: Chamber 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 14.500 Time of Conc(min) : 10.00 Area(ac) : 0.710 Time Shift(hrs) : 0.00 Curve Number: 79.15 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 59.00 Name: Post 2 Node: Chamber 2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 14.500 Time of Conc(min) : 10.00 Area(ac) : 0.420 Time Shift(hrs) : 0.00 Curve Number: 88.17 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 48.00 Name: Pre 1 Node: bndry Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 14.500 Time of Conc(min) : 15.00 Area(ac) : 0.710 Time Shift(hrs) : 0.00 Curve Number: 49.00 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 0.00 Name: Pre 2 Node: bndry Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 14.500 Time of Conc(min) : 15.00 Area(ac) : 0.420 Time Shift(hrs) : 0.00 Curve Number: 49.00 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 0.00 -=== Nodes a .da aaa=_.....s=a=salsa= aaa..=.ra< =, m==.===z.a===_.4g== --=.._--_=__=====a=.=_.. Name: Chamber 1 Base Flow(cfs) : 0.000 Init Stage(ft) : 10.350 Group: BASE Warn Stage(ft) : 17.350 Type: Stage/Volume Stage(ft) volume(af) 10.350 0.0000 11.350 0.0189 12.350 0.0600 13.350 0.0917 14.350 0.1300 15.350 0.1600 16.350 0.1800 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies, Inc. Page 1 of 4 17.350 0.2000 Name: Chamber 2 Base Flow(cfs) : 0.000 Init Stage(ft) : 5.890 Group: BASE Warn Stage(ft) : 12.890 Type: Stage/Volume Stage(ft) Volume(af) 5.890 0.0000 6.890 0.0120 7.890 0.0400 8.890 0.0700 9.890 0.1000 10.890 0.1200 11.890 0.1400 12.890 0.1600 Name: GW Sink 1 Base Flow(cfs) : 0.000 Init Stage(ft): 2.000 Group: BASE Warn Stage(ft): 10.350 Type: Time/Stage Time(hrs) Stage(ft) 0.00 0.000 999.00 0.000 Name: GW Sink 2 Base Flow(cfs) : 0.000 Init Stage(ft) : 2.000 Group: BASE Warn Stage(ft) : 11.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 0.000 999.00 0.000 Name: Outfall Base Flow(cfs) : 0.000 Init Stage(ft) : 3.400 Group: BASE Warn Stage(ft) : 12.800 Type: Time/Stage Time(hrs) Stage(ft) 0.00 3.400 12.00 11.800 24.00 5.900 ==== Drop Structures Name: DS-1 From Node: Chamber 1 Length(ft) : 68.00 Group: BASE To Node: Chamber 2 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in) : 18.00 18.00 Flow: Both Rise(in) : 18.00 18.00 Entrance Loss Coef: 0.000 Invert(ft) : 7.230 6.890 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in) : 0.000 0.000 Inlet Ctrl Spec: Use do Hot Clip(in) : 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 4 Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure DS-1 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 12.00 Invert(ft) : 15.500 Rise(in) : 99999.00 Control Elev(ft) : 15.500 Name: DS-2 From Node: Chamber 2 Length(ft) : 70.00 Group: BASE To Node: Outfall Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in) : 15.00 15.00 Flow: Both Rise(in) : 15.00 15.00 Entrance Loss Coef: 0.000 Invert(ft) : 10.650 8.480 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in) : 0.000 0.000 Inlet Ctrl Spec: Use do Rot Clip(in) : 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure DS-2 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 36.00 Invert(ft) : 12.000 Rise(in) : 9999.00 Control Elev(ft) : 12.000 ==== Percolation Links --_-_ ._ -_- s - =._===_===_===r.___=======.=__==_=_=========.== Name: Perc 1 From Node: Chamber 1 Flow: Both Group: BASE To Node: GW Sink 1 Count: 1 Surface Area Option: User Specified Bottom Elev(ft) : 10.350 Surface Area(ac) : 0.050 Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elev(ft) : 0.000 Perimeter 1(ft) : 200.000 Water Table Elev(ft) : 2.000 Perimeter 2(ft) : 600.000 Ann Recharge Rate(in/year) : 0.000 Perimeter 3(ft) : 4200.000 Horiz Conductivity(ft/day) : 30.000 Distance 1 to 2(ft) : 50.000 Vert Conductivity(ft/day) : 30.000 Distance 2 to 3(ft) : 450.000 Effective Porosity(dec) : 0.300 Num Cells 1 to 2: 10 Suction Head(in) : 4.170 Num Cells 2 to 3: 45 Layer Thickness(ft) : 6.350 Name: Perc 2 From Node: Chamber 2 Flow: Both Group: BASE To Node: GW Sink 2 Count: 1 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 3 of 4 Surface Area Option: User Specified Bottom Elev(ft) : 5.890 Surface Area(ac) : 0.040 Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elev(ft) : 0.000 Perimeter 1(ft) : 174.000 Water Table Elev(ft) : 2.000 Perimeter 2(ft) : 574.000 Ann Recharge Rate(in/year) : 0.000 Perimeter 3(ft) : 4174.000 Horiz Conductivity(ft/day) : 30.000 Distance 1 to 2(ft) : 50.000 Vert Conductivity(ft/day) : 30.000 Distance 2 to 3(ft) : 450.000 Effective Porosity(dec) : 0.300 Num Cells 1 to 2: 10 Suction Head(in) : 4.170 Num Cells 2 to 3: 45 Layer Thickness(ft) : 3.890 ==== Hydrology Simulations ==_==--_..._..-=== -.._---_=======================----====s =" Name: 100yr-24 Filename: Y:\BB&T\Tequesta\Drainage\100yr-24.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: Flmod Rainfall Amount(in) : 14.50 Time(hrs) Print Inc(min) 30.000 5.00 ==== Routing Simulations ======.=_====== =.a.==============a=asaaa== ======== =========asga==�saa============as====_=_==--- Name: 100yr-24 Hydrology Sim: 100yr-24 Filename: Y:\BB&T\Tequesta\Drainage\100yr-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft) : 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs) : 72.00 Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 999.000 15.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model(ICPR) ®2002 Streamline Technologies,Inc. Page 4 of 4 }, Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Chamber 1 BASE 100yr-24 12.11 16.71 17.35 0.0050 871 12.00 7.30 12.11 5.61 Chamber 2 BASE 100yr-24 12.15 12.87 12.89 0.0050 871 12.09 7.82 12.15 6.80 GW Sink 1 BASE 100yr-24 0.00 0.00 10.35 -2.0000 0 12.11 1.33 0.00 0.00 GW_Sink 2 SASE 100yr-24 0.00 0.00 11.00 -2.0000 0 12.10 1.26 0.00 0.00 Outfall SASE 100yr-24 12.00 11.80 12.80 0.0117 0 12.15 5.62 0.00 0.00 Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page 1 of 1 p. • Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft DS-1 BASE 100yr-24 12.11 4.27 -0.019 12.11 16.71 12.15 12.87 DS-2 BASE 100yr-24 12.15 5.62 0.030 12.15 12.87 12.00 11.80 Perc 1 BASE 100yr-24 12.11 1.33 0.603 12.11 16.71 0.00 0.00 Perc 2 BASE 100yr-24 12.10 1.26 0.528 12.15 12.87 0.00 0.00 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Simulation 100yr-24 18 - Chamber 1 - Chamber 2 16 14 12 • co rn co 10 8 1 1 • 61 1 0 20 40 60 80 Time(hrs) Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. . SOILS INFORMATION t 4 Soil Map—Palm Beach County Area,Florida (BB&T TEQUESTA SOILS DATA) ix In n .83,20: MUM 5928) `.4);71e00- St0963:. 933310 Sp0= Sip. 50lB9S SO TO STIT'lSi Xr4e0 "01:7 SS1WC S 76°570N , t — 26"5775-N ISM Es 1 . 1 ka .. 26.573PN 1` t . '• 2G"57 324 N 5E0193 ..1 .0 Jae 533EO 500300 593310 590320 5E0330 5E031) 500050 9300393 503370 54Neo 930343 591020 6 §' rn Map Scale:2:721 r pnnte on A bntImape(11"x 8.5-)sheet. Mete N 0 10 20 40 fA i Pee[ 7`1111t o ss 7a 'Edge zto Map pinyertlon:Web Mercator COmer coordlnabm:WGS84 e O6:UM Zone 1/N WGsa4 u5L14 Natural Resources Web Soil Survey 2/17/2017 all Conservation Service National Cooperative Soil Survey Page 1 of 3 s • SoN Map—Palm Beach County Area,Florida BB&T TEOUESTA SOILS DATA Map Unit Legend Parirn SeecA County Arse,Florida(Fb811) Map Unit synat,ol Ms}t t)r,it Name Acres to A01 Percent of A01 41 :St.Lurie-Paola-Urban land 0.8 45,2% complex,0 to 8 percent slopes 48 Urban land 0 8 54.89E Totals for Area of Interest 1,4 100.09E __..___.__.....---.--- m& Natural Resources Web Soil Survey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 3 of 3 Soil Map—Palm Beach County Area,Florida (BB&T TEQUESTA SOILS DATA) MAP LEGEND MAP INFORMATION Area of Interest(AOI) gg Spoil area The soil surveys that comprise your AOI were mapped at Area of Interest(ADI) 1:20,000 �^. a Stony Spot Soils Very Stony Spct Warning:Soil Map may not be valid at this scale. Li Soil Map Unit Polygons u Wet Spot Enlargement of maps beyond the scale of mapping can cause .... Sou Map Unit Lines rnisunderstanding of the detail of mapping and accuracy of soil C1 Omer =line placement.The maps do not show the small areas of ri Soil Map Unit Points _ ,contrasting soils that could have been shown at a more detailed I Special Lune Features Special Point Features scale. V Blowout water Features 1, Truams and Canals Please rely on the bar scale on each map sheet for map i M Borrow Pit measurements. Transportation X Clay Spot +F t Hails Source of Map: Natural Resources Conservation Service Closed Depression Web Soil Survey URL: ...we Interstate tiighvrays Coordinate System: Web Mercator(EPSG:3857) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator -- Gravelly Spot Major Roads projection,which preserves direction and shape but distorts • distance and area.A projection that preserves area,such as the 0 Landfill Local Roads Albers equal-area conic projection,should be used if more A. Lava Flowaccurate calculations of distance or area are required. Background Marsh or swamp NN Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. 7. Mine or Quarry Soll Survey Area: Palm Beach County Area,Florida to Miscellaneous Water Survey Area Data: Version 12,Sep 14,2016 t Perennial Water� Soil map units are labeled(as space allows)for map scales v Rock Outcrop 1:50,000 or larger. �. Saline Spot Date(s)aerial images were photographed: Nov 13,2014—Dec Sandy Spot The orthophoto or other base map on which the soil lines were er. Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor Q Sinkhole shifting of map unit boundaries may be evident. I b Slide or Slip �f Sodic Spot i MLA Natural Resources Web Soil Survey 2/17/2017 441.11 Conservation Service National Cooperative Soil Survey Page 2 of 3 i Map Unit Description:St.Lucie-Paola-Urban land complex,0 to B percent slopes—Palm BB&T TEQUESTA SOILS DATA Beach County Area,Florida Map Unit Description The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area.The map unit descriptions in this report,along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas.A map unit is identified and named according to the taxonomic classification of the dominant soils.Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape,however,the soils are natural phenomena, and they have the characteristic variability of all natural phenomena.Thus,the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever,can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management.These are called noncontrasting, or similar, components.They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting,or dissimilar, components.They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area,the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data.The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements.The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Natural Resources Web Soil Survey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 1 of 5 Map Unit Description:St.Lucie-Paola-Urban land complex,0 to B percent slopes—Palm BBBT TEQUESTA SOILS DATA Beach County Area,Florida Soils that have profiles that are almost alike make up a soil series.All the soils of a series have major horizons that are similar in composition,thickness, and arrangement. Soils of a given series can differ in texture of the surface layer, slope,stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series.The name of a soil phase commonly indicates a feature that affects use or management.For example,Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations,or undifferentiated groups. A comp/ex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps.The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately.The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar.Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management.The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them.Alpha and Beta soils, 0 to 2 percent slopes,is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Additional information about the map units described in this report is available in other soil reports,which give properties of the soils and the limitations, capabilities, and potentials for many uses.Also,the narratives that accompany the soil reports define some of the properties included in the map unit descriptions. Palm Beach County Area, Florida 41—St. Lucie-Paola-Urban land complex, 0 to 8 percent slopes Map Unit Setting National map unit symbol: 1j7ds Elevation: 10 to 20 feet Mean annual precipitation: 48 to 56 inches Mean annual air temperature: 70 to 77 degrees F (aye Natural Resources Web Sop Survey 2/17/2017 i� Conservation Service National Cooperative Soll Survey Page 2 of 5 i Map Unit Description:St.Lucie-Paola-Urban land complex,0 to B percent slopes--Palm BB&T TEQUESTA SOILS DATA Beach County Area,Florida Frost-free period: 358 to 365 days Farmland classification: Not prime farmland Map Unit Composition St, lucie and similar soils: 35 percent Paola and similar soils: 33 percent Urban land: 30 percent Minor components: 2 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of St. Lucie Setting Landform: Knolls on marine terraces, ridges on marine terraces Landform position(three-dimensional): Side slope, interfluve Down-slope shape: Convex Across-slope shape: Linear Parent material: Eolian or sandy marine deposits Typical profile A-0 to 5 inches: sand C-5 to 80 inches: sand Properties and qualities Slope: 0 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): Very high (19.98 to 39.96 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low(about 1.8 inches) Interpretive groups Land capability classification(irrigated): None specified Land capability classification(nonirrigated): 7s Hydrologic Soil Group: A Other vegetative classification: Forage suitability group not assigned (G156AC999FL) Hydric soil rating: No Description of Paola Setting Landform: Knolls on marine terraces, ridges on marine terraces Landform position(three-dimensional): Interfluve, side slope Down-slope shape: Convex Across-slope shape: Linear i�ra Natural Resources Web Soll Survey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 3 of 5 1. Map Unit Description:St.Lucie-Paola-Urban land complex,0 to 8 percent slopes--Palm BBBT TEOUESTA SOILS DATA Beach County Area,Florida Parent material: Sandy marine deposits Typical profile A- 0 to 3 inches: sand E-3 to 20 inches: sand C-20 to 80 inches: sand Properties and qualities Slope: 0 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): Very high(19.98 to 39.96 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline(0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low(about 1.8 inches) Interpretive groups Land capability classification(irrigated): None specified Land capability classification(nonirrigated): 6s Hydrologic Soil Group: A Other vegetative classification: Forage suitability group not assigned (G156AC999FL) Hydric soil rating: No Description of Urban Land Setting Landform: Marine terraces Landform position (three-dimensionaQ: Interfluve, tall Down-slope shape: Linear Across-slope shape: Linear Parent material: No parent material Interpretive groups Land capability classification(irrigated): None specified Other vegetative classification: Forage suitability group not assigned(G156AC999FL) Hydric soil rating: Unranked Minor Components Pomello Percent of map unit: 1 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position(three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear gaNatural Resources Web Soil Survey 2/17/2017 � Conservation Service National Cooperative Soil Survey Page 4 of 5 Map Unit Description:St,Lucie-Paola-Urban land complex,0 to B percent slopes—Palm BBST TEQUESTA SOILS DATA Beach County Area,Florida Other vegetative classification: Forage suitability group not assigned (G156AC999FL) Hydric soil rating: No Palm beach Percent of map unit: 1 percent Landform: Dunes on marine terraces Landform position(three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Other vegetative classification: Forage suitability group not assigned(G156AC999FL) Hydric soil rating: No Data Source Information Soil Survey Area: Palm Beach County Area, Florida Survey Area Data: Version 12, Sep 14, 2016 itaNatural Resources Web Soo Survey 2/17/2017 Conservation Service National Cooperative Soli Survey Page 5 of 5 a , GEOTECHNICAL REPORT • • GEOTECHNICAL 1 ENVIRONMENTAL f MATERIALS TESTING I ASBESTOS I ROOF TESTING 1 1NBPECTLON SERVICES I DR!LUNG SERVICES DYNATECH ENGINEERING CORP. ..., - WWW.D1r1.4ATECHENOINEERINO.COM Miami, September 3, 2016 Mr. Lee Thompson H and T CONSULTANTS, INC. 9310 Old Kings Road South, Suite 101 Jacksonville,FL 32257 Re: Property @ 101 North US Highway 1-Waterway Road Tequesta, FL Dear Mr. Thompson: Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil Investigation on September 3, 2016 at the above referenced project. The purpose of our investigation was to help determine subsoil conditions relative to foundation design of the proposed structures. It is our opinion that the subsurface conditions in the explored areas are favorable for supporting the proposed structure on shallow foundation system as provided in our recommendations. Enclosed find copies of our field testing, findings and recommendations. This report was provided to you as a preliminary aid in the evaluation of the site and to assist in the designing of the project. D.E.C. was not provided any structural design parameters during the development of this report. Therefore, it is requested that upon preliminary or final structural designs and specifications, D.E.C. be provided the opportunity to review to the final design. Review of the final design drawings and specifications will be noted in writing by the geotedmical engineer to reflect the applicability of this report. With various available ground modification techniques, value engineering shall be considered once final designs are provided. It has been a pleasure serving you at this phase of your project and look forward to work with you in the near future. Sincerely rs, ,"; tsi Wtssam Naamani,P.E. -: ;.o ,0), -.It DYNATECH ENGINEERING CORP. i v ns ,to : �, p tv Florida Reg.No.39584 .-; 0 4 2 Special Inspector No.757 e' �4��,a Certificate of Authorization No.:CA 5491 , * eRS/ 4' :Y A FA-.-•� , 1 `'':F�'ES$10� •'INFOODYN _• 760 WEST 84TH STR6B1'.HIAI.6AH.FL 33014 PHONE(305)B8B-7498 FAX(305)828-9588 8MA(I:INFOODYNATECHENOINEERINO.COM41g REPORT OF SUBSOIL INVESTIGATION FOR Property @ 101 North US Highway 1-Waterway Road Tequesta,FL Prepared For: H and T CONSULTANTS, INC. 9310 Old Kings Road South, Suite 101 Jacksonville,FL 32257 Prepared By: DYNATECH ENGINEERING CORP. 750 West 84h Street Hialeah,FL 33014 (305) 828-7499 Miami, September 3, 2016 2 7E0 WEST 84T11 STREET.HIALEAH,PL 33014 PHONE(305)828-7499 PAX(308)828-9588 ENUULDWOODYNATECHENCENEERING C`M t5 TABLE OF CONTENT TITLE PAGE - Cover Sheet 1 - Table of Contents 3 - Introduction 4 - Project Consideration 6 - Surface Condition of Site 7 - Subsurface Condition of Site 7 - Discussion and Recommendations 8 - Site Geoteclmical Suitability . 8 - Clearing,Grubbing, and Stripping 8 • - Foundation Recommendations 9 - Proof Rolling 13 - Building Pad Fill 13 - Retaining Wall 14 - Ground Floor Slabs 15 - Truck Wells 15 Groundwater 16 - Roadways and Parking Areas 16 - Limitations 19 3 750 WEST 1347K STREET.HIALEAH.FL 33014 PHONE(505)525-7409 PAX(305)928-9508 HMA1L•D1POODYNAlECHENGINEERING COM INTRODUCTION Pursuant to the written request of Mr. Lee Thompson of H and T Consultant, Inc. DYNATECH •ENGINEERING CORP. (DEC) completed a foundation investigation for the proposed development on September 3, 2016. The site of the planned construction is located at 101 North US Highway 1-Waterway Road, Tequesta, FL. The foundation investigation had a three fold purpose: (1) Explore the subsurface of the site to determine the nature, sequencing and condition of the in-place materials. (2) Evaluate the Geotechnical engineering impact of the in-place materials on the planned construction, and (3) Provide recommendations for foundation design and related construction. Enclosed find copies of our field boring logs and site plan. The scope of our investigation consisted of the following: - Conduct a total of(8) Standard Penetration Test Borings (SPT) at the locations requested by the client, to a depth of 5' and 15' below existing land surface. - Preparation of this report to document our findings and recommendations. Information regarding the proposed structure was provided to us by Mr. Lee Thompson. 4tf, 750 WEST 94TH STREET.HIALEAH.FL 33014 PHONE(305)1329-7499 FAX(305)529-9599 EMAIL_(NFOODYNATECHENGWEERINE COX r We estimate that the actual boring locations were within 10 feet of the locations shown on the attached plans. If boring locations need to be more accurate; a registered land surveyor must be retained to mark exact locations. Land elevation was not provided to us as of the completion date of this report. Existing and proposed final grades must be verified by a Florida registered land surveyor prior to bidding. The boring data reflects conditions at the specific test location only, and at the time the borings were drilled. These elevations must be adjusted once an elevation survey is completed. Our drillers examined the soil recovered from the SPT sampler and maintained a log for each boring. The soil samples were taken to our laboratory where they were visually classified by our engineer. The soil classifications and other pertinent data from our explorations are reported on the boring logs in the appendix. 5 750 WEST 84THSTREET.HIALEAK FL 33014 PHONE(305)82B-74BB FAX(30S)EMS-959S EMA L•INFOODYNATECHENOINEERING COX �� • PROJECT CONSIDERATION It is our understanding that the planned construction will consist of 1 and 2-story building and surrounding parking areas. Construction plans or drawings are not yet available for our review. However; based on our experience with similar projects, the following are estimates of anticipated loads. These loads and our recommendations will need to be adjusted upon final design of the project if loading conditions are significantly different from the following: - Shallow Foundation 2500 PSF - Estimated Total Settlement Less than 1" - Estimated Differential Settlement Less than 'A" - Soil Compaction 95% of Modified Proctor - Below Grade Basement Excavation : None (In the event a basement or parking garage is proposed our recommendations must be adjusted accordingly). - Slabs Slabs on grade - Multi-level Parking Garage None It is further our understanding that interior roadways will be provided and must meet Palm Beach County Transportation Department for grading and drainage. Interior roadways will consist of parking and driving areas as well as delivery and truck wells. If the above project considerations change; we must be notified so that we can evaluate the potential impact the changes may have on our design and adjust our recommendations accordingly. 6 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)8E8-7498 FAX(3053 8E8-9598 EMAIL INFOODYNATECHENGINEER)NG CC!! C SURFACE CONDITION OF SITE Topography throughout the parcel varies and slopes down toward the east. Ground surface elevation was Not reported to us at this time. Access to the site was only provided to the areas of the soil borings. All contractors MUST familiarize themselves with site conditions prior to bidding. Once elevation survey is performed, depths shall be reflected accordingly. SUBSURFACE CQIDITIONS OF SITE A total of(8) Standard Penetration Soil Boring tests were performed at the locations indicated by the attached sketch, to explore the subsurface conditions. The borings were arranged as shown on the attached site plan. The borings were performed according to ASTM D-1586 down to an average depth of 5'-15' B.E.L.S. Drilling was performed using rotary hollow stem augers techniques. Split spoon sampling was typically performed continually the top 8 to 10 feet and at 5 feet internals thereafter. Based on our field boring logs; the following graph was developed as a general condition for the subject site from existing ground level: (Site conditions are non-homogenous refer to field boring logs for exact soil conditions at various locations). Average depths are approximate and will vary on site. See attached field logs. Average Depth From To S Il Description 0'-0" 0'-6" Topsoil and grass 0'-6" 1'-6" Dark brown medium sand w/organic stain and root and traces 1'-6" 2'-0" Tan medium sand 2'-0" 5'-0" Light grayish medium sand 5'-0" 7'-0" Redish medium sand 7'-0" 15'-0" Tanish medium sand nun 750 WEST 94TH un HIALEAH.FL 33014 PHONE(305)829-7499 FAX(305)8Z9-9599 EMAMINFOODYNATECH¢NINNEERING CCM DISCUSSIONS AND RECCMIVIENDATIONS SITE GEOTECRNICAL SUITABILITY Results of the foundation investigation confirm that the site is generally suitable from a Geotechnical engineering perspective for shallow foundation system of the planned construction. Therefore, the proposed structures may be supported on shallow foundations, pursuant to our foundation recommendations. Detailed recommendations for site preparation, foundation design and related construction are presented in the following sections of this report. CLEARING._GRUBBING,AND STRIPPING Strip construction areas plus 5 feet outside perimeter of all topsoil, vegetation, sand w/organic stains, root traces, tree stumps, construction debris, underground structures, trees and water retention areas wherever encountered down to clean granular material. Any former underground structures, utilities, former pools, root systems and drainage trenches, etc... must be removed in its entirety from beneath the proposed construction area. All excavations must be backfilled and compacted as indicated in our foundation recommendation section prior to construction. Site contractors must familiarize themselves with site conditions prior to bidding. Site elevations and final grades were not provided to us and must be verified prior to bidding. An arborist must be consulted prior to any land clearing to verify compliance with local codes. 8 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE)(305)828.7499 FAX(305)829-9598 5MAIL-INFOODYNATECHENOD4EE LING COX 1T5 FOUNDATION RECOMMENDATIONS Based on our understanding of the proposed structures and our field boring logs; the following are our recommendations for foundation design: A- Strip the entire building, parking and paving construction areas plus 5 feet outside perimeter of all topsoil, grass, sand w/organics, pavements, and tree stumps and construction debris down to clean granular material wherever encountered (see field boring logs). Any underground structures, former pools, septic tanks, utilities, root systems and drainages trenches, etc...must be removed in their entirety from beneath the proposed construction area. In areas where hard formations are encountered, specialty excavation equipment or pre drilling will be required. B- Compact all construction areas with a heavy self propelled roller to a minimum of 95% of ASTM D-1557 but not less than 10 passes in each direction. Localized areas of loose materials, if present, will become evident during site clearing, grubbing and proof rolling, and must be removed and replaced with clean gravel prior to filling operations. Backfill construction areas if needed to required elevation using clean granular homogenous material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. C- Excavate foundation to proper depth and recompact as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6 inches in thickness. E- All construction fill material above the water table shall consist of clean granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified Soil Classification System (USCS) designation of GP, GW, GP-GM, GW-GM, SP, or SW. No particle size greater than 3 inches shall be in the top 12 inches of the building pad. Fill material below the water table shall consist of washed free draining gravel to about 12 inches above the water table. (ie; FDOT No. 57 stone or equivalent) unless dewatering is employed. When dewatering is employed, fill material shall consist of clean, granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 5 percent fines passing a US standard No. 200 sieve. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. 9 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)B8B-7488 FAX(305)855-8598 EMAILINFOODYNATECHENLEHEE81NG COM r G- Representative samples of the on-site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H-All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In case of existing structures, existing footings new foundations and proposed drainage lines, provisions shall be made by the structural engineer, the civil engineer, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a net static permissible soil bearing pressure not to exceed 2500 P.S.F. All footings bottom shall be placed at a depth of not less than 16 inches below the lowest adjacent grade. Design computations for thickness should utilize a coefficient of subgrade reaction of 300 pci, friction angle e of 30° and moist unit weight of 130 pc£ The allowable bearing pressure applies to all dead and permanent live loads which act on the foundations and may be increased by 25 percent for a total loads including wind forces since the allowable bearing pressure reflects a net increase in pressure over and above that due to the soil overburden, the weight of normal size foundation concrete or soil backfill may be neglected in the sizing computations. All wind loads shall be in compliance with the Florida Building Code. 10 750 WEST 84TH STREET.HIALEAH.F,33014 PHONE(305)82B-7488 PAX(305)828-8598 EMAUdNPOODYNATECHENOINEERING CCM Wind forces which act on the structure may be resisted by earth pressure mobilized on the vertical foundations faces (normal to the direction of applied load) and base shearing forces acting on the foundation bottoms. The paragraph presented here after may be used for the lateral force design. Component of Resistance Recommended Value Earth Pressure (moist soil above water table) 130 PSF per foot depth Friction Factor (concrete on fine to medium sand) 0.4 Resistance values determined from the above should be considered available rather than allowable. Therefore, the design for sliding should include a factor-of safety, and we recommend that this be 1.5 or somewhat higher. Settlement Analysis: Detailed settlement analysis of the building is a function of the loading, building materials and soil conditions. We have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this project and published emperical relationships between the field data and the compressibility characteristics of the soils and rocks. The estimated magnitude of these settlements is less than 'A inch differential and less than 1 inch total settlements. The most heavily loaded column footings in the building are expected to sustain total settlements in the range of one inch and a differential settlement of one-half inch. Due to the granular nature of the subsurface bearing materials, the foundation settlements should occur as the loads are applied during construction and for a short period following substantial completion. Additional settlements could occur after structural completion as interior finishes are applied. 11 750 WEST 134711 STREET.HIALEAH.FL 33014 PHONE(305)B28-7499 PAX(305)828-9598 EMAILINFOODYNATECHENOINEERIN1i COM C t 1116) Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. If dynamic loading is proposed (ie: parking garage, etc...) this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. Dynatech Engineering Corp. DEC must be provided the opportunity to inspect the final construction for the above conditions. It is further recommended that prospective buyers be advised of these issues through their sales contract so as not to cause damage to their structures. 12 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)BEB-7499 FAX(305)BBB-959B EMAILJNPO0DYNATECHENOINEERING COM Ilhoop PROOF ROLLING The material which mantle the building area are comparatively moderate to firm and should be densified as part of the site preparation process as described earlier. Densification of the surface soils should be accomplished by proof rolling from the present ground surface using a self propelled vibratory compactor which imparts a dynamic drum force of not less than 40,000 pounds. The proof rolling operations should be performed under engineering surveillance so that the subgrade may indicate the extent of weak and compressible materials in the surface soils. Such conditions, if encountered, will require correction by excavation/replacement filling or by other suitable means. BUILDING PAD FILL All construction areas receiving additional building pad fill should be moisture- conditioned and compacted to not less than 95 percent of the ASTM D-1557 maximum dry density. Fill for the building pad should be in compliance with our foundation recommendations. [3 'ISO WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)82B-7499 PAX(305)BE8-9598 EMAILINPOODYNATECHENGINEERING CC`: The fill should be placed at a moisture content within two percent of optimum and uniformly compacted to 95 percent of the ASTM D-1557 maximum dry density. All fill material shall be placed in lifts not to exceed 12 inches in thickness and compacted as stated above. Compaction tests shall be performed every 2,500 ft2 to verify compaction efforts. Representative samples of the on-site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. RETAINING WALL AND EXCAVATIONS: In the event that the buildings are provided with below grade walls, the walls of these features should be designed to withstand lateral earth, hydrostatic and surcharge pressures. The pressure intensity to be used in the design will be dependent upon the wall deflection characteristics. Flexible walls (i.e., those able to deflect 0.1 percent or more of their height).Rigid walls (i.e., those that are unable to deflect). The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 130 pc£ Submerged: 70 pd. - Angle of internal friction: 30 - Earth pressure coefficient Ka: 0.33 Kp: 3.0 - Angle of wall friction: 30 for steel, 20° for concrete or brick walls, 15° uncoated steel. In addition the footings of such walls shall be proportioned for a permissible soil bearing pressure of 2500 psf. Excavations shall not extend within 1 foot of the angle of repose, next to existing footings or structures, unless shoring and under pinning is provided. All trenching and shorings work shall be in compliance with the Florida Building, OSHA the Trench Safety. All excavation/ shorings shall be designed and inspected by a Florida licensed professional engineer. Vibration levels shall be monitored to verify compliance with local and state regulations during construction. Excavation contractors must make provisions for hard excavation conditions. 14 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)888-7489 FAX(305)828-8590 EMAILANFOODYNATECHENGINEER)NG CCM IW' GROUND FLOOR.SLABS The floor slabs of the structures may be safely supported on the compacted granular engineered building pad fill. The thickness of the floor slabs and their reinforcing should be selected based upon anticipated loadings. Design computation for thickness should utilize a modulus of subgrade reaction of 250 pci. Friction angle 0 of 30° and moist unit weight of 110 pa. The ground floor slabs shall be liberally jointed to control cracks caused by expansion/contraction and differential loadings. Additionally, the slabs shall be isolated from the building walls and columns to allow maximum freedom for differential movement. . To minimize adverse impacts of the settlements of the building; delayed ground floor slab placement should be considered to reduce settlement related cracking; we recommend that ground floor slabs construction be delayed until the building has been substantially completed. TRUCK WELLS (Optional) Due to the proximity of the water table to the existing ground level and depending on the final design elevation of the Truck Wells; dewatering of the construction excavation might be needed. Additional investigation and testing may be required when fmal design is completed to provided adequate foundation and construction recommendations for Truck Wells if needed. The Truck Wells shall be supported on the modified soils. Any disturbed material shall be compacted as stated in the building pad fill section. Excavated material is acceptable as fill material when approved by our field engineer. We further recommend that the Truck Wells be designed to withstand hydrostatic uplift pressure. 15 750 WEST 94TH STREET.HI LEAH.FL 33014 PHONE(305)828-7498 PAX(305)828-9598 EMAIL•WFOODYNATECHENGINEERING COX. tC f GROUNDWATER. Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 22' below existing ground surface at the time of drilling. Existing ground surface elevation was not reported to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations, construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. All dewatering volume and effluent discharge must meet local, state and Federal agencies requirements. ROADWAYS AND PARKING AREAS Pavement recommendations consist of either flexible or rigid pavement design, based on the design traffic volumes, types and use. Based on our experience in the area,the following minimum typical pavement section thickness are acceptable: Type of pavement Type of acceptable material Layer thleknesstinehes) Minimum Limerock bearing Light duty Heavy duty ratio test Flexible Pavement Asphaltic concrete 1.0 2.0 N/A Crushed limerock base course 6.0 8.0 100 Stabilized subgrade 12.0 12.0 40 Rigid Pavement Reinforced concrete 6.0 8.0 N/A Crushed limerock base course N/A 8.0 100 Stabilize subgrade 12.0 12.0 _ 40 The wearing course shall consist of either asphaltic concrete or Reinforced concrete as indicated above. 16 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)888-7499 PAX(305)8a8-9598 EMAIL•INFOODYNATECHENO1NEERING CON. The base course shall consist of crushed limerock having a minimum carbonates content of 70%, liquid limit shall not exceed 35; the material shall be non-plastic, with an L.B.R. value of 100 or greater. The material shall be well graded with 97% (by weight) of the material passing the 3 inch sieve and less than 5% passing the No. 200 sieve. The base course shall be placed in lifts not to exceed 6 inches in thickness. The subgrade should be stabilized to a minimum depth of 12 inches below the base course. The stabilized subgrade material shall be clean granular soil, free of organic or other deleterious materials, and shall contain no more than 5 percent fines passing a U.S. Standard No. 200 sieve. (classified as GW/SW). The L.B.R. value shall be 40 or greater. Both the base course and the stabilized subgrade shall be compacted to a minimum of 98% of ASHT0.180.C. Pavement site work preparation shall be in compliance with the recommendations outlined in our geotechnical report. Due to the lack of information pertaining to the site traffic, the pavement recommendations are based on assumed traffic volumes. These volumes include automobiles and occasional truck and trailer on the access roads. 17 750 WEST BOTH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 PAX(305)828-959B EMAILINFO°DYNATECHENOINEERINI3GCU! Actual pavement section thickness should be provided by the Design Civil Engineer based on traffic loads, volume, and the owner's design life requirements. The above sections represent minimum thickness representative of typical local construction practices and, as such, periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to FDOT, American Concrete Institute (ACI), or appropriate city/county requirements. 18 ISO WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7488 FAX(305)BER-8508 EMAILMFOODTNATECNENCENEEBING CCN. �� y LIMITATIONS This report was prepared in compliance with the 2014 Florida Building Code, 5t edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs and proposed pile lengths represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depth. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re-use of this document or the findings, conclusions, or recommendations is at the risk of said user. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands and accepts that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. This report is not a Phase I and/or Phase II Environmental Site Assessments. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re-use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. 19 7S0 WEST BOTH STREET.HIALEAH FL 33014 PHONE(305)928-749S FAX 005)SPA-9596 EMAIL•INPOODYNATECHENOINEERING CCM All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam 4Claamani P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 ,•+ to.AMAN. Certificate of Authorization No. CA 5491 .' :'' co Q C` z 4 , 4c, v: •. FES 20 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 PAX(305)828-9599 EMAIL•INFOODYNATECHENSINEERING CCK • APPENDIX 21 750 WEST S4TH STREET,HIALEAH.FL 33014 PHONE(305)SPA-7499 PAX(305)989-9598 EMA1L•INPOODYNAYECHENGIN=RI NO CCM t C DRILLING APPENDIX 22