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Orders_Site Plan_07/13/2017_SPR 02-17_BB&T Bank
ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR SITE PLAN REVIEW APPROVAL CASE NO.: SPR 2-17 IN RE: H& T Consultants, Inc., Applicant; BB&T Branch Banking and Trust Company, Owner FILED: Village of Tequesta PROPERTY LOCATION: -�_ (y _�1 20 Waterway Road, Tequesta, FL 33469 Date: Time: S:d a�w------ 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 C-2 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 all 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. The applicants have applied for Master Site Plan approval in one phase to modify the existing structure and provide a one-story 4,000 sq. ft. building, in accordance with the application and all supporting documentation and presentation materials. Page 1 �`` r`06 r, VILLAGE OF TEQUESTA A 7 aaf.- n; < DEPARTMENT OF COMMUNITY DEVELOPMENT 44 ii,i sP'Ch COUNt ly Staff Report—Village Council Public Hearing— 7-13-17 1. PETITION DESCRIPTION-SPR-2-17 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 2-17-Application from Branch Banking and Trust Company (BB&T) for a site plan review to modify the existing structure and provide a one-story 4,000 sq.ft. building. The application includes site improvements and a new landscaping plan. LOCATION : 20 Waterway Road,Tequesta FL 33469-SITE 2 LOCATION MAP 1 I yn 1� - �t.��. +.'e , _ ... 0 7 i----i._-i- 11 ,....J. I I 5•: .f rrk r a,,' ° Site 1 Site 2 '' • ' ill -uii ' 'mil - r ■-■ ■ ida ■ s■ii! - _.- '. �. .A. ..5. � Waterway Rtl Waterway Rd WaterwayRRtl _.. r Lai ' C a e1 } 1 Department of Community Development-Staff Report-BB&T Bank SPR 2-17 2. PETITION FACTS a. Total Gross Site Area: 18,381 Sq. Ft. (0.42 Acres) b. Total Building Footprint Area:4,000 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 Commercial (C) Commercial (C) (Community Tequesta Shoppes Commercial District) SOUTH C 2 Village Square Commercial(C) Commercial(C) (Community Commercial District) EAST C 2 Tequesta Shoppes Commercial (C) Commercial(C) (Community Commercial District) WEST C 2 BB&T Site 1 Commercial(C) Commercial (C) (Community Commercial District) 3. BACKGROUND The applicant is proposing to divide the existing BB&T bank site into two (2) parcels. The subject site plan review (SPR 2-17) is a redevelopment of the existing auxiliary BB&T bank deposit facility and related parking area located on 20 Waterway Road. The zoning district is C-2 Community Commercial. The subject application proposes to demolish part of the existing 5,703 sq. ft. structure on the west and east of the building leaving a total of 4,000 sq. ft. By reducing the square footage of the existing building, the subject application is in compliance with green open space area and code setback requirement. The subject application includes other site improvements such as a dumpster and landscaping. The proposed site plan maintains the existing driveway connection to Tequesta Shoppes on the east,and proposes a share cross access with Site 1 on the west. The subject site will be sold and the current applicant is aware of permitted uses allow on the C-2 zoning district. For the purpose of this site plan review, parking requirement was calculated based on Sec. 78-705 (26) "Medical and dental office or clinic, health care facility and other professional offices:One space per 200 square feet of gross floor area." This requirement is the most stringent in terms of number of parking spaces. 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. 2 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 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: ZONING REVIEW Commercial REQUIRED BY CODE PROPOSED COMMENTS Development in C-2 District Density N/A N/A Minimum Lot Size 18,381 sq.ft In compliance 7,500 sq.ft. Minimum Lot Width 75 ft. 146.77' In compliance 155.36' Setbacks(C-2) Front Yard 25 ft.,except 4-and 5- In compliance story buildings require an 71.3' additional 5 feet for each story above 50 ft. Rear Yard 10 ft. however, none In compliance where property abuts 10' railroad right-of-way or spur track. Side Yard-East 10 ft., except 20 ft.at any In compliance intersecting street and 27.1' where a property is contiguous with any noncommercial district. Side Yard-West 10 ft., except 20 ft.at any In compliance intersecting street and 17.4' where a property is contiguous with any noncommercial district. Lot Coverage Sec. 78-143: 21.8% Max 40% In compliance Building Height Sec 78-143: 1 story/20' In compliance 4 stories/50 ft. 3 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 Parking Per Sec. 78-705(26)is required 20 spaces Provided 20 "Medical and dental office spaces or clinic, health care facility and other professional In compliance offices:One space per 200 square feet of gross floor area." This requirement is the most stringent in terms of number of parking spaces. Total Requested 20 spaces including 1 HC. Landscape Open Min 25% 25% In compliance Space Sidewalks Per Sec. 78-331 (h)(7): Pedestrian walkways must 5' In compliance be a minimum of 5 ft wide, parallel to roadways and a min of 4'from edge of roadway. Access driveway Sec. 78-703(b)(1): 26'(Two Way) In compliance *Dimension at street Minimum one way: 15 ft Minimum two way:25 ft Maximum:35 ft Dumpster All dumpsters shall be enclosure screened from public view, Provided In compliance from public streets,and from abutting properties Signage The application includes wall signs which are in compliance with Village's code. See rendering providing the following information: material, color, and lettering. 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, applicant provided a statement to indicate "how the proposed development meets or exceeds Level of Service standards".See Applicant's Statement of Use. 4 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 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. 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 Chief Jim McGrew as part of the Development Review Committee review the application and did not have further comments at this time. 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 2-17 EXISTING SITE CONDITIONS Amon — - s� ;a: _ - y tz .._.. t r. '��� L. __' __.3G _ _. _. .�-. r 1-I 'f l # - a Proposed Site 2 Building Fronting Waterway Road _ z �+. k, .^- i -4-, 1 t�,:�'� ..... .. • .. . Ai °°- . . . .. ., . .. .. , . _. . . „......, „ . _ ,....._, ... „ ,, .......,;•,,, . ,.. .,....._. , ..„ :„.... _. _ _ ,... .. ...„.• .,..,...., , . , .:..i441411....'V.S.i+,.!,-•-, ..-,, ..„.._...,, 1-'--...L...4.'' _ . .. .. .: - - i y?" + Proposed Site 2 Building _ �: Fronting Waterway Road 6 Department of Community Development-Staff Report-BB&T Bank SPR 2-17 EXISTING SITE CONDITIONS f ik ,t Wa 3 f ;Y ?r � i` 4 ,,t`,.4.p 7 - . � ♦ �� 'M, a � _ t f-�i.. _ Ft r` - rh . _ _ X . B G .., , I i ,i :5•4v,f: .. ;1 !at., __ _ - =µ Proposed Site 2 Building Facing Tequesta Shoppes Parking Lot A` r. 114 . , , _, � - , _ 0 _, A,�.: i • 4.: I- ___ _ i l . Proposed Site 2 Building Facing Tequesta Shoppes 7 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 Lance Lilly From: Ebersole,Trent <tebersole@mcmahonassociates.com> Sent: Friday, May 12, 2017 10:02 AM To: Nilsa Zacarias; Lance Lilly Subject: BB&T Site 2 -Traffic Review by McMahon Nilsa, Please accept this email as confirmation that McMahon has reviewed the revised site plan for BB&T Site 2 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 April 26, 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 2 —Site Plan Application Resubmittal 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 April 21, 2017. Our review was limited to the "Drainage and Stormwater," "Water and Sewer," and"Level of Service Statement"sections of the Statement of Use (prepared by H&T), the Conceptual Engineering Plans (prepared by H&T), "Storm Water Calculations" (prepared by H&T), and the Boundary and Topographic Survey (prepared by Altamax Surveying), Our comments are listed below. 1. It appears that all our previous comments have been adequately addressed by the submitted responses. If you have any questions,please call me at 683-31 13, extension 299. Sincerely, MOC , ROOS &AS OCIATES, INC. encer . Sc e er, P. . Senior Project Manag SMS:jeh LAtequ\B6034.03\1005ssid.docx Mock,Roos&Associates,Inc. 5720 Corporate Way,West Palm Beach,Florida 33407-2066,561-683-3113,www.MockRoos.com Lance Lilly Subject: FW: PLEASE - Landscape PLAN From:Steve Parker [mailto:steve@pydg.com] Sent:Wednesday,June 14, 2017 11:43 AM To: Nilsa Zacarias<nzacarias@tequesta.org> Cc: Lance Lilly<Ililly@tequesta.org> Subject: RE: PLEASE-Landscape PLAN Hi Nilsa, All of my comments have been addressed for the BB&T Bank Site 2. Regards, Steve Parker,ASLA �"""" LANDSCAPE ARCHITECTURE ' ., �a��Doe 20402 D�v.� PLANNING • GRAPHICS 825 South U.S.Highway One,Suite 330 PARKER•YANNETTE Jupiter,Florida 33477 561(747-5069 561.1747-2041 design group,inc. Lic.#LC-0000297 1 yP�'f OF rrvGf VILLAGE OF TEQUESTA DEPARTMENTAL USE ONLY ry Department of Community Development Fee Paid: 345 Tequesta Drive Intake Date: Tequesta,Florida 33469 Ph:561-768-0451/Fax:561-768-0698 PROJECT#: www.tequesta.org 9 F �^4C/1 C0004 a- APPLICATION FOR SITE PLAN REVIEW DRC ❑ PLANNING &ZONING BOARD © Meeting Date: May 18, 2917 VILLAGE COUNCIL © Meeting Date: July 13, 2017 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-IA 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: Existing Facility LOT 2 PROJECT ADDRESS: 20 Waterway Rd.,Tequesta,FL DESCRIPTION OF PROJECT:The proposed project consists of the demolition of the drive-thru facility and canopy.Also a site improvements including new dumpster enclosure and modifications to the existing building.Proposed work will include landscaping improvement. Property Control Number(PCN), list additional on a separate sheet: 60-43-40-30-00-004-0031 Estimated project cost: $8 0 0, 00 0 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 IL 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/RETAIL III. ADJACENT PROPERTIES i�IORTFI Commenrcial/Retail C-2 Shopping Center S000 Commenrcial/Retail C-2 Shopping Center(Waterway P d) 4$1* i Commenrcial/Retail C-2 Parking Lot 1AIE5'f+ Commercial/Retail C-2 Bank 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 the Statement of Use -Site Plan Review 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( ase print) Applicant/Agent's Name(please print) vether• Owner's nature Applicant/ nt's Signature 05.01.2017 05.01.2017 Date Date VI. APPLICATION FEES (1) Pre-applkation 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�lRll�ppiication bei led for a public hearing requiring notice. '4_Owne gnature to Acknow ed 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(i.e., 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 1 submittal 1 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 recommend approval DRC comments (3rd Thursday of each month) 1 Village Council Meeting—final approval (2nd 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: 1 1� 0.42 ACRES - 18,381.0 SF '"�3 'f��;��.5�� ��. c •`c gf'a.'s �' _�+��' akze, s�y .�33 r NOT APPLICABLE l ` j � k'1 " ,s � 4,000 SF (MODIFIED BUILDING) 53 156 SF (DUMPSTER ENCLOSURE) 3 t , iLf Y . .. t 4,000 SF - 21.8% rt� yk z l 20.0 - 1 STORY BUILDING � ''.a * ELEVATION 17.30' (EXISTING) �s � ; "T `a 1 tyre� °�c -Qt4 tpP��'` ; NOT APPLICABLE r 20 SPACES INCLUDING ADA SPACE geAPIfn��o� � rme wonmidw1 108 6' SCREEN WALL DUMPSTER ENCLOSUR: ?c a,� to. t3 s i t 2 9.0' (EXISTING) '+ 0 40 s�ewwOo 5' AND 6' SIDEWALK WIDTHS 5 c. Provide site data and setbacks: �'u ��.". s��;,t'sst��Qi llie��j� ` � '• e�(� '��US�Pe� r� O�kl S[l�C���d ti 5 t o-j#j }� 0�� �z 4,000.0 SF : 13,786.0 SF : 4,595 SF 1:01) r " 75% uJ........... }......'............w•. ti ��::: 71.3 ' 17.4' : 27.1' ' 10' 57.9' t tikg)46.7' 12.4' ; 120.7' 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: x� t ' ' t,r7eT . .}.�,k �" �_;„ rrf f e .+ ���x 'Y ��",�'k- n '`�i t 3_.d_� ,.�.j.��s,a:�s.s_.. -v_.__�im� 9 ._�i',.1....i_crs.Y'fl. +11„,,Y" K� l5'R.Fr<• " Y Via/ .#J ' c • 31 (50%) 31 (100%) ef9f t teltl01Wit{ 73 (50%) 673 (99%) S • 0 SF (50%) �S v^� Y, 1 f 6 �` S+rstiv'Ej�f,h+$. 5 1 �•',1 '�oj d pii4714 ol7 4* 4�> ri 5 0% 8 5% 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 2 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 2- 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 attached bank drive thru operation on the westem portion of the subject site along with parking and vehicle access.The drive thru facility has 2 drive up lanes and1drive up ATM lane. The existing facility has 28 parking spaces with one of the spaces ADA compatible.The existing land use is Commercial and C-2 Community Commercial Zoning District. The bank proposes to demolish the existing drive thru lanes and attached canopy along with 1,703 SF of the existing building on the Westside and Eastside of the existing building and preserve the remaining 4,000 SF of existing building and the existing site infrastructure. Site improvements are proposed to maintain and provide for 20 parking spaces including 1 space ADA compliant along with providing an enclosure for the existing dumpster.The sidewalk on the north and south of the existing building are proposed to be removed and replaced. The proposed site plan will maintain the existing driveway connection to the adjacent shopping center on the east and will have a shared cross access with the redeveloped bank site plan Lot 1 to provide site circulation and emergency access. The site plan with the proposed 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 site plan with the site modifications along with the prior site plan and landscape waivers meets the requirements of the C-2 zoning district. Per Ordinance 377 the existing site received several approved landscape waivers on Site Plan C-4.We are requesting approval of the site plan with the proposed minor site adjustments. Lot 2 and the remaining existing 4,000 SF building and existing site infrastructure are to be offered for sale and we will not know what use will be with the new owner. However we have provided the following allowable uses and parking requirements that can be supported on Lot 2 (20 Waterway Road) per the C-2 Community Commercial zoning district. Parking Requirements Lot 2 (Re-development of Existing Facility): Proposed C-2 Zoning Allowable Uses(Lot 2): Uses allowed for 1 space per 200SF Required Parking at 1 parking space for 200 SF—4,000 SF/200 SF =20 parking stalls 1 Allowable Uses Financial Personal services(beauty shop, barbershop, laundry etc...) Medical or Dental office, clinic General Service and repair Museum or gallery Parking provided:=20 parking spaces including 1 ADA parking spaces Uses allowed for 1 space per 250SF Required Parking at 1 parking space for 250 SF-4,000 SF/250 SF = 16 parking stalls Allowable Uses Retail Shopping Center Parking provided: = 20 parking spaces including 1 ADA parking spaces Uses allowed for 1 space per 300SF Parking required: 1 space per 300SF—4,000 SF/300SF = 14 parking stalls Allowable Uses Business and professional service except Financial. Govemmental uses other than Post Office Public library Veterinary office Parking provided: = 20 parking spaces including 1 ADA parking spaces History: Property Re-Plat to create Two(2)separate Lots: 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 R/W) 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 S89d55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S89d55'42"E ALONG SAID NORTH LINE, A DISTANCE OF 155.36 FEET; THENCE SO3d58'33"W, A DISTANCE OF 121.76 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 146.77 FEET; 2 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. Site Plan application for Lot 2-Re-development of Existing Facility—20 Waterway Road A. The original owner of Community Federal Saving and Loan Association received Site Plan Approval and Village of Tequesta Council Approval on September 25, 1984 for the site plan review and approval of the Safe Deposit Facility and Training Bank.The Safe Deposit Facility and Training Bank was constructed in 1985. B. Community Savings received Community Appearance Board approval on October 3, 1995 and subsequent Village of Tequesta Council Approval on March 21, 1996 of the below listed Landscape Waivers for ordinance 377 compliance for the entire property currently. C. The 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. See C-4 Site Plan. D. Site plan review application of the additional of the drive thru teller lanes and drive ATM to the existing Training Bank Facility was approved by The Village of Tequesta City Council on October 12, 2000. E. Site plan review application of the addition of the drive thru teller lanes and drive up ATM to the existing Training Bank Facility was approved by The Community Appearance Board on January 24, 2001. 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 Lot 2 has a future land use designation of Commercial and the zoning designation is C-2 Community Commercial Zoning District.The redevelopment of the subject site Existing Facility Lot 2 propose uses that are 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 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 and sale of the existing facility on Lot 2 with uses consistent with C-2 Community Commercial zoning and Land Use of Commercial. Surrounding Uses: Existing Zoning and Land Use Designations 3 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 PLANS FOR LOT 2: SITE PLAN—LOT 2 Re-development of Existing Facility-20 Waterway Road TOTAL GROSS SITE AREA 18,381 SF—0.42 ACRES TOTAL NUMBER OF UNITS 1 UNIT TOTAL SQUARE FEET OF BUILDING 4,000 SF (Existing) TOTAL SQAURE FEET OF ACCESSORY 156 SF (Upgraded Dumpster Enclosure) STRUCURES (Dumpster Pad) TOTAL FOOTPRINT OF EACH BUILDING 4,000 SF—21.8% IN SQ FT AND% OVERALL MEAN BUILDING HEIGHT 20.0'- 1 STORY(Existing) AND NUMBER OF STORIES FINISHED FLOOR ELELVATION OF ALL F.F. ELEVATION = 17.30' (Existing) STRUCURES TOTAL PROJECT DENSITY IN UNITS NOT APPLICABLE PER ACRES IF APPLICABLE TOTAL PROPOSED OFF-STREET 20 PARKING SPACES INCLUDING 1 PARKING SPACES HANDICAP PARKING SPACE 4 HEIGHT AND LOCATION OF PROPOSED 6' SCREEN WALL PROPOSED FENCES AND/OR WALLS DUMPSTER ENCLOSURE PROPOSED DRIVE AISLE WIDTH 29.0' (TWO WAY) EXISTING PROPOSED SIDEWALK WIDTH 6.0'AND 5.0' SIDEWALK WIDTHS PROPOSED SITE DATA AND SETBACKS: SITE PLAN—LOT 2 Re-development of Existing Facility—20 Waterway Road LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA TOTAL SQ FT 4,000 SF 13,786.0 SF 4,595.0 SF PERCENT(%) OF SITE 21.8% 75.0% 25.0% FRONT(S) SIDE (E) SIDE(W) REAR(N) BUILDING REQ PROV REQ PROV REQ PROV REQ PROV SETBACKS PRIMARY 25' 71.3' 10' 27.1' 10' 17.4' 10' 10.' STRUCTURE ACCESSORY STRUCTURE 25' 46.7' 10' 120.7' 10' 12.4' 10' 57.9' (Existing Dumpster) FRONT(S) SIDE(E) SIDE(W) REAR(N) LANDSCAPE REQ PROV REQ PROV REQ PROV REQ PROV SETBACKS PARKING AND 3, 0'- 3' 0, 2.5'TO 5' 17.4' 0' 10.0' SIDEWALK (EXIST) 29.0' 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 prior in the report the redevelopment request for the parcel is to subdivide the existing parcel into two separate properties (Lot 1 & Lot 2). 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. The existing building on Lot 2 will be reduced to 4,000 SF consisting of 2,OOOSF of Retail and 2,OOOSF Medical Office. The proposed land 5 use for Lot 2 are Retail and Medical Office. Based on the existing and proposed uses for Lot 2, PTC's calculations of trip generation for the existing financial use with the proposed Retail (2,OOOSF) and Medical Office(2,OOOSF) uses resulted in a reduction in Daily, Am and PM peak hour trips for the existing site and redeveloped of Lot 2. See below summary Daily Traffic Trip Generation Comparison Existing Lot 2: Existing Land Use Financial Total Daily Trips 448 Proposed Lot 2 Redeveloped Existing Facility Lot 2 Land Use: Retail and Medical Office Total Daily Trips 175 Results in a reduction of 273 daily trips for the proposed redevelopment of the parcel AM Peak Hour Traffic Trip Generation Comparison Existing Lot 2: Existing Land Use: Financial AM Peak Hour Trips 37 Proposed Lot 2 Redeveloped Existing Facility Lot 2 Land Use: Retail and Medical Office AM Peak Hour Trips 5 Results in a reduction of 32 AM Peak Hour trips for the proposed redevelopment of the parcel PM Peak Hour Traffic Trip Generation Comparison Existing Parcel: Existing Land Use Financial PM Peak Hour Trips 74 Proposed Lot 2 Redeveloped Existing Facility Lot 2 Land Use: Retail and Medical Office PM Peak Hour Trips 18 Results in a reduction of 66 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 the parcel provides that the proposed redevelopment of Lot 2 to a smaller facility with the proposed highest trip generating allowable land uses 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 Lot 2 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 within the existing asphalt pavement on the site for Lot 2. The existing drainage system has a connection to the Lot 1 drainage system to provide the positive outfall for Lot 1. The onsite drainage system Lot 2 connects to the existing drainage system within the existing parking lot of the adjacent shopping center to the east providing a runoff discharge location for the subject Lot 2 site. Per our review of the existing storm water and drainage systems and documents 6 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 SITE PLAN—LOT 2 Re-development of Existing Facility—20 Waterway Road The minor redevelopment of Lot 2 consists of demolition of the existing attached drive thru lanes and canopy and 1,703 SF of the building on the Westside of the existing building and preserving the remaining 4,000 SF of the existing building and majority of the existing site infrastructure.Additional minor site improvements propose to provide an enclosure for the existing dumpster and minor parking and ADA handicap parking improvements along with removal and replacement of the sidewalk on the north and south sides of the existing building. The redevelopment existing facility Lot 2 proposes to remove the existing exfiltration system and replace with an underground storm water chamber system and drainage collection system and provide to upgrade storm water management system for Lot 2 to provide the required storm water management treatment and storm event attenuation of the 25 year—24 hour event 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 outfall 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 Lot 2 and existing facility has existing water and sanitary sewer services for the existing building on the site.The existing single story building with existing drive thru located in the eastern portion of the site has existing 2" potable water service and 1-1/2" irrigation service from the existing water main on Waterway Road on the south side of the building. The existing building has a 6" gravity sanitary sewer service on the south side of the building that flows to an existing onsite private sanitary pump station that discharges to an existing sanitary sewer manhole within the Waterway Road right of way via a force main. We have confirmed that the pump station is functioning properly and in good working order. We received the Village of Tequesta Public Utilities water availability confirming adequate capacity for the proposed bank branch Lot 2 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 2 Re-development of Existing Facility—20 Waterway Road With the redevelopment of Lot 2 consisting of demolition of the existing attached drive thru and 703 SF of the building on the Westside of the existing building and preserving the remaining existing 4,000 SF building and majority of the existing site infrastructure 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 2" potable water, 1-1/2" irrigation water service and the existing 6" sanitary sewer service and onsite private pump station to facilitate the remaining 4,000 SF existing building. The existing 2" potable water, 1-1/2" irrigation water and 6" sanitary sewer service with onsite pump station are adequate to provide the utility services required for the existing 4,000 SF building and site. 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. 7 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 2 proposes to maintain 4,000 SF of the existing building and the majority of the existing site infrastructure. The minor site modifications to the existing facility site plan Lot 2 provide improvements to the landscape and greenspace on the site from the existing conditions.With the improved landscape and greenspace on the site plan Existing Facility Lot 2, the prior approved site plans Lot 2 and approved landscape waivers as detailed in the project narrative under the history section the proposed landscaping for the existing Facility Lot 2 has been improved form the current condition. See summary of the previously granted Landscape Waivers and detailed landscape improvements The 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 the following table: Site Plan Lot 2 -Landscape Waiver Table: PREVIOUSLY APPROVED WAIVERS REMAINING WAIVERS WAIVERS NOT REQUIRED 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 along the north property line was granted. granted. 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 along the north property line was granted. granted. A 4'landscape strip is required along the A 4'landscape strip is required along the south side of the training facility.No south side of the training facility.No landscape strip along the Southside of landscape strip along the Southside of the existing training facility building was the existing training facility building was granted granted A 5'landscape strip is required along the A 5'landscape strip is required along the east property line;no landscape strip east property line;no landscape strip along the east property line was granted along the east property line was granted Three trees are required along the east Three trees are required along the east property line,30'on center.One tree property line,30'on center.One tree along the east property line was granted. along the east property line was granted. A hedge is required along the east A hedge is required along the east property line,24"overall.No hedge property line,24"overall.No hedge along the east property line was granted along the east property line was granted One canopy tree per parking island(nine One canopy tree per parking island(nine trees required);seven trees were trees required);seven trees were granted for the parking island granted for the parking island requirement requirement A 10'landscape strip is required along A 10'landscape strip is required along the south property line,a 3'landscape the south property line,a 3'landscape strip was granted. strip was granted Along the south property line, 13 trees Along the south property line, 13 trees are required,30'on center;six trees are required,30'on center;six trees along the south property line, 12'overall along the south property line,12'overall was granted. was granted. A 15%interior landscape area is A 15%interior landscape area is required for the site. 12%interior required for the site.12%interior landscape area was provided for the site landscape area was provided for the site and was granted. and 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 provided for the site and was was provided for the site and was granted granted 8 Architecture: The existing east building (4,000 SF)will remain with the drive canopy and structures removed. The existing building will receive minor fagade improvements to include decorative stucco molding, decorative awnings and decorative stone to match existing building. The colors of the east building with be consistent and complementary to the proposed BB&T branch bank—Lot 1. See attached Building elevations for the building Lot 2 attached. Parking: The site plan of the redeveloped existing facility Lot 2 with 4,000 SF of existing building area to remain as approved with minor site and building adjustments that consist of removing the existing attached drive thru and canopy and 1,703 SF of the building on the Westside and Eastside of the existing building, adding an enclosure to the existing dumpster and providing the ADA parking improvements on the site. As described previously within the project narrative the existing facility will be sold and the exact use will not be know. However we have provided the allowable uses for the Existing zoning of C-2 community commercial and the required parking for each use. The existing and proposed parking improvements provide a total of 20 parking spaces including 1 ADA parking spaces and the proposed redeveloped site plan existing facility Lot 2 with associated minor site improvements provides code compliant parking for the proposed land uses. 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 2 redevelopment. It is anticipated that the future owner of Lot 2 will submit the site and building signage program to the Village of Tequesta. See signage for Lot 2 attached. Addressing: With the proposed subdividing the existing parcel into two separate Lots. The following addresses for the existing facility(Lot 2). Lot 2 Existing Facility—20 Waterway Road Emergency Access: The proposed redevelopment site plan for the existing facility Lot 2 provides the required emergency access and circulation through the site. The proposed fire lane runs through the existing drive onsite east and west. The redeveloped site plan has a driveway access on Waterway Road from the shared access driveway and cross Lot access on the east and a driveway and shared access on the existing shopping center on the west that has an access connection on Waterway Drive. The emergency access and fire lane on the redeveloped site plan of the existing facility Lot 2 has been approved by the Village of Tequesta Fire Chief. The fire lane is proposed to have signage per the 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. 9 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 % 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. 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 proposed redeveloped existing facility Lot 2 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 The proposed redeveloped existing facility Lot 2 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 proposed redeveloped existing facility Lot 2 has provided the required parking spaces for the redevelopment of Lot 2. The proposed redeveloped existing facility Lot 2 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 redeveloped existing facility Lot 2 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. 10 • The proposed redeveloped existing facility Lot 2 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 adiacent 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 project 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 redeveloped existing facility Lot 2 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 redeveloped existing facility Lot 2 and prior site plan and landscape waivers 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 plans and is in compliance with the current land development regulations. 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 BB&T Branch Banking & Trust Company— Lot 2 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 Collector* C D, *Except Country Club Drive and Seabrook Road which are C Urban minor arterials C D Principal arterials T 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 prior in the report the redevelopment request for the parcel is to subdivide the existing parcel into two separate properties (Lot 1 & Lot 2). The Bank proposes to demolish the existing attached drive thru and 1,703 SF of the building on the Westside of the existing building on Lot 2. The existing facility Lot 2 will maintain 4,000SF of the existing building and the existing site infrastructure. The proposed land use for Lot 2 is Retail (2,000SF) and Medical Office (2,000SF). Based on the existing and proposed uses for Lot 2 Existing Facility, PTC's calculations of trip generation of the existing financial use with the proposed uses of Retail (2,000SF) and Medical Office (2,000SF) is 11 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 Use—448 Trips Proposed Retail (2,OOOSF) and Medical Office(2,OOOSF) Uses—175 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 redeveloped existing facility Lot 2 is estimated to have an average daily flow of 750 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. The redevelopment of the existing facility proposes to reuse the existing 6" sanitary sewer service and onsite private pump station to facilitate the remaining 4,000 SF of the existing building. The onsite private pump station and force main force main connect to the existing 8" gravity sewer line along the north side of Waterway Road right of way adjacent to the site's south property line. 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 Existing Facility redevelopment Lot 2 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 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 proposed storm water management facilities have been designed to retain the storm water runoff for the 25-year, 24 hour event onsite. Therefore the proposed drainage system for the proposed redevelopment of the existing facility Lot 2 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 r-- J Nonresidential* 3,030 gallons/acre/day 12 The proposed redevelopment of the existing facility Lot 2 is estimated to have an average daily flow of 750 gallons per day potable water flow and 2,000 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 and irrigation water for the redeveloped existing facility Lot 2 will be provided by Tequesta Water Utilities. The redeveloped existing facility proposes to utilize the existing 2" potable water and 1-1/2" irrigation water service connections to the existing water main along the south side of Waterway Road. The proposed redevelopment 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 redeveloped existing facility Lot 2 to the east end of the subject Lot 2. Sidewalks on the interior of the proposed redeveloped existing facility Lot 2 are 5' and 6' in width. A proposed Pedestrian sidewalk connection from the redeveloped existing facility Lot 2 to the proposed sidewalk along Waterway drive has been provided on the site plan. In addition a proposed Pedestrian sidewalk connection from the redeveloped existing facility Lot 2 to the existing sidewalk within the adjacent Tequesta Shoppes 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. As part of the site design a new fire hydrant has been proposed to be added to meet State and Local Fire Codes along the subject existing facility redevelopment Lot 2 at the east 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 of the existing facility Lot 2 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 existing facility Lot 2 provides increased 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 13 proposed site plan will not 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 redevelopment of the existing facility Lot 2 is not a new development but a redevelopment of an existing developed site. However the proposed redeveloped existing facility site plan is proposed to be improved to 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 redeveloped existing facility site plan will not have any offsite storm water discharge up to and including the 25 year—24 hour storm event. The proposed redeveloped existing facility site plan Lot 2 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 M 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 2 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 2 existing facility 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. 14 BB&T Branch Banking and Trust Company PREPARED BY AND Support Services Group AFTER RECORDATION RETURN TO: 2400 Reynolda Road(27106) 2nd Floor P.O.Box 1220 GRAY ROBINSON PA Winston-Salem,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 #10281555 vl 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 party 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 attorneys' 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 vl 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 RESTRICTIONS] IN WITNESS WHEREOF, Declarant has set its hand and seal as of the day, month and i year first above written. i DECLARANT: WITNESSES: BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation /y By: rA�Print Name: �i't 11' b Name: ,fe/IL44.601,0 \ r.74, _= Title: V 1—go S'AC9ivnl it7A04607'Ar P ;rName: STATE OF FXAT ) COUNTY OF 60L-` It/ jSS: Personally appeared before me, the undersigned, a Notary Public, in and for said County and State, Cow , rX , known to me to be the U p of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the JeLpA,ca p� 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 .42JAA , ZC this 2114 day of 1,4 14-i.j 2017. . `-4/` �,�„ AGNES CH ELLIAN Notary Pu c �, }° Notary PublicPrint Name: dieLf.441,4 '. STATE OF TEXASo My Commission Expires: 9 Z f- 441.0 9. My Comm.Exp.09-21-19 #10281555 vl 5 • EXHIBIT"A" LOT 1 SKETCH OF DESCRIPTION (PAGE 1 OF 2) 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 UNE 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 UNE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET; THENCE SO0'04'10"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 CENTERUNE 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 UNE 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 I FRS • JOB /901709 PREPARED FOR: LEGEND CF/PBC30-40-43-SODS DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE: 1' = 50' E -cuntRuNE DRAWN BY. RCJ a -CONCRETE MONUMENT CONC-CONCRETE COM-COVERED REVISIONS CP -CONCRETE PAD GENERAL NOTES: e =�WALKWAY oku-DESCRIBED k MEASURED 1.8eadno @endue based on:North One of Government Lot 4:Betip of -onnhw z?DIM SaW11542'E per plat shown In IRA deadiption above ow -DRIVEWAY -OESCRIPRON E/P -EDGE OF PN/DIEM 2•The surveyor Iasi not nude■Birch tithe public rec0de for any E9rT-EASEMENT dedleatimtx h naatione,lObiLi one or eesernahr other Ben Bore PH -FIRE NYDRIINT FWD -FOUND h + • Ihetaon -IRON ON�u Altama Y��9IR ,,, 010 ��.;th.�g-',> f 3.Tine Match of Deerlptton tee been Dud■for l el exch■Ne late Of 4. 9 1140 the arltur pnpered tor,aeon end does not wrd to rry u nelnd 1 _ �e� • NOD - ER k dsR --ST- OR -OJER/EM WIRE 4.0. 4.TMe Sketch of Descepbon a noes SDMy. PPON -PLATT*MEASURED CIPL RECORDS r U 'EyRIAeS4 Hof' 3 PB -PLAT BOOK Mlae. 111*011UlVDyZ�fZOtn B.Thle In Not Valid'without the■ PC -PAGE ' +au>.•"4: Se11yA and tine Or10111ef POO -PUNT OF BEDIMMNc .;%. ..1.?1 igitallysigned by raised anal r this Florid"harmed Surveyor and Mapper,unless PRCC =�COMMENCEe71T A�/ i8dberl C Johnson provldadWit ajdMnlea"4"wlF se INKY bhgtidal■.(Sae: R/e -mau r WAY ��{,;yW[.a www.ar o■mw rreyingeorn barw l�halm:Sr an aipse vefddim).The TR -TELEPHONE RISER • Datr1017.03A2 meieppeednpon this document weeu hrleedtyRobertC.bheeco =T.MICAL upr, 13:41:15-05'00' on the Date of she electronic!Waken. MP -MUTT'PORE Robert C.Johnson PSM 5551 r - NUMBER #10281555 vl 6 I 1 �� SKETCH OF DESCRIPTION 0 : '01 (PAGE 2 OF 2) •� . , ,�+ la 0 a„kr 1 1 1 I 1 I I < I I P.O.B. p �•O. I E� nears 1 (BEARING BA515) '3Sg SB.Q'S5'4Z"E� I " LaT 4 f N. LINE, GOVERNMENT LOT 4 — 9.02' S.99'55'427 245.58' �r—— If! 51.p' aa a .. .� F PROPOSED LOT 1 m TEOUESTA AT WATERWAY b g ti a > ' § !3' GOVERNMENT LOT 4 o 1. g I 989'54'38'W 225.73' E o �N. R/W LINE, ORB 1913. PG 1772 Ea 1111���- o ���cc r 6i WATERWAY ROAD OW MADE R/90 H Altamax Surveying 4 .v, GRAPHIC SCALE 910 Belle Avenue. Suite 1140 P`� 0 SD tOD Caasslbez. FL 32708 W <: o E Phone: 407-877-0200 oele=me. Licensed Business No. 7833 40 I INCH me 80 FT. `` www.altamaxsurveying.com ,, #10281555 vl 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 UNE 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 UNE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE 589'55'42"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 LINE 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 146.77 FEET; THENCE NO0'04'10"W, A DISTANCE OF 121.89 FEET TO THE POINT OF BEGINNING. CONTAINS 18,381 SQUARE FEET OR 0.4220 ACRES, MORE OR LESS. •JOB901709 • PREPARED FOR: LEGEND CF#PBC30-40-43-SODS DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE. 1' = 50' t -cFIOEALRE DRAWN BY. RCJ ECOONC-CONCRETE MONUMENT COVD-COVERED CP -CONCRETE PAD REVISIONS GENERAL NOTES: e - ANGLE O&M-DESCRIBED a MEASURED 7.Bering structure bend on North Iota of Goverment Lot 4;Betrp rEEsc_°MIMI N SEUENT se'6tram per plat shown in legal desadplion above. DW -DRIVEWAY E/P EDGE OF PAVEMENT 2.This awgpr hes not made a search deer public records for any ESMT EASEMENT • dedlostione,imitations,marictiaal Or easements odor Van shorn Fl1 FIRE HYDRANT Altarr�a 'haying h"'t END FDA IP IRON PIPE OD L NtCRON EN v •m` y•,i�r r. 3.T. 9keltlr RMGn r,":"hestree"rnelk for's eEICIle"rM of ARC LENCTN 910 ,1�lilt+ft"f<� � �1140 tits ard6ss pRepeed ale,Islam and R10Y met ailed b try rrtrrrrled rs ,��aH°ED caivosb purees. R&D WA_a OSK CM OVETOIFAO WRE P`� 40� ,,/.e. ORB DAOTL RECORDS BOW( '.BY /833 4.This MathofDeealptionrrnta8avey. PIM Pen a MEASURED '` " a1 PB PUT BOOK w^►� V'[-� m S.Thr SueYsy rNOl veed'YIOldi the ebllelMla and the OlEQnal PPOOO PORT OF BEOINNNG 'r ";•P!Allo 4 POC PORT OF COMAEACEMENT �•.,.'-•;>®.i``git 'signed by raised esel of this Florida Ileorleod&evq'w sled MaPPa:unless �7 pp 'ITObCrtCJohnson Palad with el•dadDagnellaasl6draelTWly 0Yelldsts•(8ew R/w RKMOF WAY ^��/ Datg 2017.03.02 �'° 'Gen ale iletreoboro on sigl�sr d'defion).71Ee TTRyp TM TELEPHONE RISER ,•• 13:4738-05'00' antis Dsraf the elsDbonkepnAas.sea sposering on this document vies authorized byHabeltCJOhrran uv UTILITY Pat" t• f - NUMBER Robert C.Johnson PSM 5551 #10281555 vl 8 N SKETCH OF DESCRIPTION ❑ : ' (PAGE 2 OF Z) .1 1:, . s., '. ®.1V4 El I I I I I I 1 Iid lf- I a GOVERNMENT LOT 3 z [________________..../w lit 60.0' 1-1 sss•�'4rE P.o_B. c9FARINGS� _��— / �N. UNE, GDVER NENT LOT 4 245.58' J! 1 589'55'42'E 155.38' I PLO Ec ioN E R� US NIOHYb1Y 1 I rk NNN UNE,CONE LOT 4 in 51.: 1I o in a 11z:_. _: a I b 1 b EQUESTA AT WATERWAY 3 �_{ J GOVERNMENT LOT 4 a ! l N \\ s89•54'38'1V 148.77' 1+ R `N. R/W LINE WATERWAY ROAD ORB 1913, PAGE 1772 t _ WATERWAY ROAD (80' WIDE R/W) N .Altamax Surveying I GRAPHIC SCALE 910 Bella Avenue, suite 1140 -�� j 0 s0 100 Cassslberry, ht 32708 w 4''' E . .. ... ..... Phone: 407-877-0200 Licensed Business No. 7833 4. 1 INCH 50 FT. wlw.a8nmaxsurveyinq.com #10281555 vl 9 EXHIBIT"C" 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 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 NM 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 400.94 FEET; THENCE RUN S03'58.33"W, A DISTANCE . .bF 7.5;85 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE 50351r33"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 S89'59'20"E, A DISTANCE OF • 150.01 FEET TO THE POINT OF BEGINNING. .CONTAINS 3,876 SQUARE FEET OR 0_0890 ACRES, MORE OR LESS. • • JOB 1.091 3ot1 PREPARED FOR LEGEND. ,CT'4P0C30-40-43-50D5 DATE:..03 at 2617." BRANCH BANKING & TRUST DRAW WA PA cam- :►wxuiita cao v coViirew _ REVISIONS _ GENERAL NOTES: or o�_ MEAsteele t 4.Bearing atru�Me-ba North biased on:No the of Governmennot 4;Being (o) � _ apipi VMEIff - . SINFE642S Per Wet*Own In legal description above. ow grahywY :. Z Thbewvsyor has not made■search of the public records for @try � HYDRANT . Adedicadons,7mhidons.raf diele is oreasereenti other than shovin - i -�.. Allfam t tikveying. = � �-r. ° • 3.-Thb�SkeOdiarDeacriPt?nhu teen made for the asduslvause or 91.0: 13016:d uw 8 1140 the wellies prepared kr.heron and does not ehda d to any unnamed _Nee �gan C4a@4l&bt?Yi I �32709 M w WEraasb IM • PFif ne 407r+677 osa -atrtsa4 taart • 4.Thle 3lcetch or Deeoription Is no a Survey. Pale -Pt/P a Lkarfe euttifletsa No 833 Pe _�llOOK ww+a gifdmpxntave�ing vrri s.:Tnla SWIM is"Not Valle without atgnPuae,ane me originalroe -Eowc.or BMWs . � - x WeisDigitally signed by r8m d<Ns ed seal Fbddatlred srwayor>snd Mapper. roe -RIP*or mcomoiamma fiLllertEJohnson prbeidedwtleleatrerdcsignaaei with the-041ytovalldate.(see:: air �aQFyalr "-, Oatq 2(I7 Z.03.Oz vnv v etemassuive}ina aom for lnsbuiioiis on signature varehreoh).The rn _fvalr, Idsflr seal appearing on ibis defame was autroia9d by Robert C Johnson � =�„�e„e,,. 13r45:98:�1500' on the Dale or the electronic signature. m �^� Rofbett C.Johnson PSM 5551. , + MINER #10281555 vl 10 SKETCH OF DESCRIPTION p 'El (PAGE 2 OF 2) .it. i., •II,. , ° , I IW IS I GOVERNMENT LOT 3 I� �A. filw aa ((BEARING'BASS) �.b - - LA. UN. GOVERNMENT LOT 4 P.O.C. T S89'55'42"E 400:94' 143 iri _ZI si:o' I Z �' I in LOT 2 r1, I. TEQUESfA AT WATERWAY I P w. I 'PROPOSED PLAY I F ri "I P.O.B. j o -4 1 GOVERNMENT LDT 4 IN S89'59'20“E 150.01' to g� �\ '� !25'ACCESS de DRAINAGE EASE)AENT \\-� \ N8959'2PW 1 48.17' I g \_---4 L 1--—: --gI NBRW13IN, PAGWATRWROAD 4 WATERWAY ROAD (60' WIDE R/W) LINE: BEARING DISTANCE L1 503'58'33`W 26.06' L2 NO0'04'10'1V 28,00' N Altamax.Surveying 4�, GRAPHIC SCALE 910 Bell Avenue, Suite 1140 _ ®rj, 0 00 100 Caossibetry.. FL 32708 W � 40.1r.... E Phenol! 407-677-0200 Licensed Business No. 7833 I mum . ao eew oRaniaxsurveying:cam V ej #10281555 vl 1 1 EXHIBIT"D" SKETCH OF DESCRIPTION 1 (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 UNE OF SAID GOVERNMENT LOT 4; THENCE RUN S8955.42"E, ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 196.18 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S895542"E ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 28.00 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 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. JOB #901753 PREPARED FOR: LEGEND CF#PBC 30-40-43-SODS-REVISED DATE: 04-21-2017 BRANCH BANKING & TRUST SCALE, 1' = 50' £ -CENTER/5 .DRAWN BY. PJT CU CON MORDENT • CCNERED REVISIONS CPCONCREIE �PPM/(WAY GENERAL NOTES: a CEO ANGLE O&M-DESCRIBED a MEASURED 1.Bearing structure bald ore North One of Goremnwrd Lot 4:&mV (p)-OESp"CR"C.EASEMENT StOr66'42'E per plat shown R lapel deaagfon above. ow -°MEDWAY E/P -EDGE OF PAVDAEDT 2.This surveyor has not made a seedh of the public made for ergo EsuT-EASEMENr dedications,banaamore,lawndlons or assamMna other than shown FN FIRE HYDRANT Altama '` it usying ""°°" IRONFOUND IP IRON PIPE [.i E RCN ROD g. fr" 3.We Salton of Descrab on his been made forte a elusive w at Ph)_ RLE"GT" 1910 B1h + Wn"`ruY4 1140 the mates prepared tor.hewn and does red extend b my unnamed us MEat sNED Piss. Nap NNE a-OVERHEADust OFFICIAL BOOK � y�+�A 9!Nqa � 4.This Sketch d Description b net a Survey, WIRE PA MFAa�a WMiN. ClfpRX/UtVl fit�DOm ti.This Sassy Not Valld'wMlad the alprtrns and the odpYW � POST a BEOiNNNO •• 51 ralaed anal atria Florkla Ibhwd and POC Porn a mhorENGE ENT ``.r_ .'=UDrgiAty signed by 8rwgor tapper,IAMB p� F.2d8ertuohnson OrovidsdWth eiwebaaMuonomo signet revs(Sea r sort OF wAY gate. �/" _�Date.2017.04.21 tool Spoor gon his oeu Poo 4ehudime m d by Robert The � TD-Er- ENT 14'49'19.04 Oa tool e Dolls of he ekp ronic ig alas euMedasd by Robert C Johnson UE UfUTT POLEIEM ... m the Dab d the elednMEic siprhebaa. UP urutt POLE Robert C.Johnson PM5551 - NUMBER i1 10281555 vl 12 SKETCH OF DESCRIPTION � : '❑, (PAGE 2 OF 2) ' '_a 1 • ! o o z� Q J a 1 a. c I wLi I < 60.0' rc� $0 1 P.O.B. o z S89'5542"E 196.iB' 3W 11 1 P.O¢.C. //T -T- \� 1 E A/W.US WCHWAT 1 (� BEARING BASIS) !N LINE.GOVf LOT 4 �W SI.O' 1 N. LINE, GOVERNMENT LOT 4 c. 1n Q 1 0�,j o 0 0 1 LOT 1 IN N N ccdTEOUESTA AT WATERWAY t� - 1 "PROPOSED PLAT' W I o1 o 1 $ 0I S I GOVERNMENT LOT 4 y ci a- \ g tTXi I z„n \ z °i \ 6z \� -- ----- -- — 6w o N. R/W LINE, WATERWAY ROAD o ORB 1913, PAGE 1772 a o WATERWAY ROAD OW WIDE R/W) re a I- w . UINE CHART 11 889'55'42'E 26.00' L2 589'54'38'W 26.00' N Altamax Surveying ' , GRAPHIC SCALE 40 910 Belle Avenue. Suite 1140 �. ► ` o So um W � , m E Planet _�30200 � �M4 Licensed Budness No. 7533 4110 1 INCH on 50 FT. www altamaxsurveyingcom �` ./0/ #10281555 vl 13 -. 1 I 1 PREPARED BY AND AFTER RECORDING RETURN TO: Jeanette M. Flores, Esquire GrayRobinson,P.A. PO Box 3324 Tampa,Florida 33601 20 Waterway Road Tequesta,FL Property Code: 102445 ACCESS,LANDSCAPE AND CONSTRUCTION EASEMENT AGREEMENT AND TERMINATION THIS ACCESS, LANDSCAPE AND CONSTR CTION ASEMENT AGREEMENT AND TERMINATION ("Agreement") is made thiV"day of� , 2017, between DDR SOUTHEAST TEQUESTA, L.L.C., a Delaware limited 1lability 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; and {02347173-3} V570010\1600-#10294833 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"). 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: 1. 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 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. {02347173-3} \570010\1600-#10294833 v2 2 (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. 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. (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 {02347173-3} \57001011600-#10294833 v2 3 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. 7. Liability Insurance; Release; Indemnification. (a) BBT 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. (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. 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. 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 {02347173-3} \570010\1600-#10294833 v2 4 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 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. (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. (0 All easements granted herein shall be non-exclusive. [THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] {02347173-3} \570010\1600-#10294833 v2 5 WITNESSES AS TO DDR: DDR: DDR SOUTHEAST TEQUESTA,L.L.C., a Delaware limited liability company By: ,liP-',".1-0e-SC7 /1;t 0/�i//l, (Print Name) :avid E.Weiss (Print Name) 144 Its: Executive Vice President 1b.brx.P.4.1..t.L (Print Name) WITNESSES AS TO BBT: BBT: BRANCH BANKING AND TRUST COMPANY,a North Carolina banking corporation By: (Print Name) (Print Name) Its:_ (Print Name) (02347173.3( i57001011600-0 10294833 v2 6 WITNESSES AS TO DDR: DDR: DDR SOUTHEAST TEQUESTA, a Delaware limited liability company By /Lr./r/fatt (Print Name) _.___. .Vetss (Print Name) /JI. e Its: Executive Vice President (Print Name) WITNESSES AS TO BBT: BBT: BRANCH BANKING AND TRUST COMPANY,a North Carolina banking corporation 4 By: S , 0(Print Name) nJ t 21<cjA.Y (Print Name) pi/(1 its: V/G E PReS! OeN ACM': Rv(Print Name) /02347173 3} 157001011600•N 10294833 v2 6 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/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 limited liability company. IN WITNESS WHEREOF, I have hereunto set my hand and official seal at Beachwood, Ohio this fir'' day of May ,2017. gyp.``... =o��1ti��� DEBRA CASPIO sPasta Notary Public,State of Ohio Notary Public 's`'%"""—j My Commission Expires s.a . .%k March 6,2019 s .,.•" 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 102347173-31 N5700(011600-H 10294833 v2 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/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 limited liability company. IN WITNESS WHEREOF, I have hereunto set my hand and official seal at Beachwood, Ohio this day of May ,2017. \II V... DEBRA CASPIO A° Notary Public •;�i* Notary Public,State of My Commission Expires March 6,2019 4.0 4*. � T STATE OF ��xA S ) nn )SS: COUNTY OF l'0LL1 tJ ) Personally appeared before me,the undersigned, a Notary Public, in and for said County and State, P114 K(kKt.-PrALD , known to me to be the Vlr✓€ P(L£S/nefXr• of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the iN D 1\P I D UM- 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 Pt-Ps N O TE(I't-S this 12 day of ,2017. �� .04 2OHREEN NOORANI ,4 0 Notary Public Nota y i *; STATE OF TEXAS My Comm.Exp.12-23-20 Notary ID N 13094202-4 (02347173 3) 1570010 1600-N 1029.1833 v2 7 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. {02347173-3} \570010\1600-#10294833 v2 8 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. {02347173-3} \570010\1600-#10294833 v2 9 EXHIBIT B BBT PARCEL [see attached] (02347173-3} V570010\1600-#10294833 v2 10 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 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 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 50358'33"K A DISTANCE OF 121.76 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD PER SAID OFFICIAL RECORDS BOOK 1913. PAGE 177Z THENCE S89'54'38'W ALONG SAID NORTH RIGHT OF WAY UNE, 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. • um vo I/r. PREPARED FOR: LEGEND IP23:33 4C-a3.5 75_ li47: 7,0 -20'..7 BRANCH BANKING & TRUST t se w n r wt.," !:+A a'h NY RP.J �str. - cc.�-ter REVISIONS ^aw wfll \) GENERAL NOTES: �^1,42!!" =kV - :CSC*FED a VUS_KC' OWNoluctn w.lna ao.lWebtr. o ...ww Ba rg s_ • ,... rr:.,• i:e5L;nn Bdrethi'!per pet damn n yawl dsapdon'bans v :v I: .•vA M.1.. ' end: MS amass Ira ncl s.YRdl e al he pubic nmeL far q , tit•J rA:IY:Y dado-abent, elan nelnnfwnorsssener'r What Iwo ohms ;c„r714.,1 Altamax Surveying heroon �.r��� ��y� ,/, 3.The sNwrhl,..cr ow swan bu too mode b rr smiths w M - Ya. 910�t3�p�Avoyn , Sly 1140 dd!�etes �neon and dace eat�Id b�worm) YS4 wi�'+ I tl boo sari k Plena 407-677-0200 Ucenood BusInsos No, 7833 4-Thu Slab*of Owge cdnn rol e 3enry ':� - a�w� .,y.0, - www.itorrn0lllllrMeylfl9.00rts { This mm a Ida hay Valle*Thad Ma npV en end h el e and �c � ,c-s.1 yi en4wrac Ihrptnityegnrdhy Weed owl offaFwtlerkeewd*my*,rid M on%t9ew cr 9ni w aww:e-w.c. {L, s tft/'f Q RULatIlC.ella�u„ w. wa'r�r *TrY e Hs W la onsiendirei(8r • tr ' K�(� war ererwfvgip ma fa uelvdwn on eiprrdnr'Alddan)the :V ,1 ,;;r,: and Dote:ill t 7Aj.Ot MN e00rareg an hr doer sv w opoend by Rebell C lebnna, r r - -.w:.\ I e4/:t8 n15'IX1 �:�r vrcrr: all w Oda d del elrrdrano corers. •i.r r;.: 1r - ..:cart Robert C.Johnson PSM 5651 � J {02347173-3} \570010\1600-#10294833 v2 11 - _ -'‘ 41: SKETCH OF DESCRIPTION EI:5 rf (PAGE 2 4F 2) irs . , .•.1 I 0 4.. �' . 1 t 1 I 1 j 1 . 11 i 4Cv_rn.uUIT I_L7- 'e cc•.,' , --- H 589•554rE P.0.13. (aE.aa no 9AS.51 e 245.55' , rN. LJNt, 1.:DANtt4_NI LO: 4 i� — —— — T — -Jlr — -� S89.55 4rE 155.36' i r =:�-9". 1 ,{N'.AC.f,C41 1f.�1 [�— ot.T.._ h a +' 1 . N !.11 i PROPOSED LOT 2 x b TEQUESTA AT WATERWAY k i [../...RNMt.NI IO' 4 Ig • \ 4 . stig'54-Ww 146.77' I+ / IT ,.N. I..W LIAt,WRI LWI AY N.I1sll B8 r, nail ia.A. PARF 1777 _WATERWAY ROAD (60' WOE R/W) N Altamax Surveying .1 GRAPHIC SCALE 910 Belie Avenue, suit. 1140 w I s 0 80 100 Caseelberry. FL 32703 . E r Phone: 4077-677-0200 Licensed Business No. 7933 41. 1 NCH so N FT. www.oRamodewwrying.oem \+.. , (02347173-3) 157001011600-k 10294833 v2 12 EXHIBIT C BBT ACCESS EASEMENT AREA [see attached] {02347173-3} \570010\1600-#10294833 v2 13 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: • 71:1; A r'42.•=ittiC,N Cr' C;7:11.7-.CRNMI:N 1 I E A L;1 or to; v t c 0‘, Si.)!..!!!!. .43 .7.AM. r.A C.•tAtN1y, ,(7;,.77,A; ill:•N.I". ,tAi'.;• r7. •-•;:ftt 7-.(191.41J4177it A.: 1 7-17_ ri 11 5•St•711, ,7t; • i 87M1Y . ul it/A'± Nr." hU LA(.' CC!t TfR tri7 - t;L•t w.7.1 !it: r ft .50,1":1A%AlEN ; T tt:NCE 17.L.N 4.33.5.....,••!,5•1:. ;",7‘,E; ."A,st , A C.!, i A T, T.:!F t.C'-, A ,177:::47: ')F [17•:71;r1.:11:147..1 7::07117 S't •7:", 41,;!i-1 !It ,VA'f L 7.". A T.7.N 37';+FAL t 1, ELV:r,C; CAST T r31" wAr ":0747."."1. %-i77.: A 1)77.3rANC::= 1.51:7.7.c.71 E1.3'5,7.1.3rAtA. E.71F,1ANCF 'Sr' 1710 r 771 TO A C'citN" rt.LtFr's..A.7 A.RE ON A C.'..7....F777/F LCCNCAVE N77.tri T AF:7Ert1:1 71A1.01.7.: A ?Atf).7..7%, OF /1'S 1, A i Ati tr 71'4 , A ,1,t 7 7 q.;7•1 t r At.717: fr-A•1 C.:F.;3,•rt, it 007 t7C.1 A CF A V A /..!..;17! 1)1 S 4.1 -1!L.4r., S8 !)-3".,-4./-1: A 1.111;!ANC PL. 4 ;'ti t, i,t 7,,;(71.1• :fi.A' A ANL:7: tjit- T ITT A Itt:Itri CL% •-• rit.:7.41:7.1 7;7717,i-r Or fiAY Cti 0,1,1 itr?,!AY ='! -1(13.LA t 107 •.".77•11 I 7.N.;17 tril"7-0:71". S89' 0. "-:A.J 17777% ".".•• WAY Nt A '.77'7, A1. 711 J:1.01: •E L ; 1-1.%C.: t.AViNt.; •±"Alt_t %Cr!! 1".1!"- row ti F ' '1.75 37%.:::f. 7-7.r F 1; 11 rNei 141 V.--1;rAttici or 7,5,sts it.T; t.Nr.t sitig•5,1".P.-r, Sitt.N.."1 7.7 5.1fi • '; .17:::"7" NO0'313.6'1 A 7.7 AN( L17 1.f L1 % ; N1.77.1`."..::.4i'74 A it 72.7 r Fr 1:1; ir17:14(_7:: A 1`,SIAN,7.-77: (1i. 5 AO ",1 7i) Ar 1i,77'171-t !.nit. (11 C;Ovi.i.tr+/.1: C.,- 4; r P,89' e.3,,N.' ON ry Jr; IN, A rii`.:'.1.147.1.. 7:!,1 )6.Di) t ; 1.7' t tr;Ail• 1;;;:. ot Nu,..,', 3;,-3'0• A ti,!A:NG GI 5 00 ti V.,39-5,.,'42-W A 10",14T.T:. C.' ' L t;ri.;rAvq,.>. :.1C, ti, 11) %." F.:11.••,.,R14Mr N' !I. it 1,14Ct !1,T.!.1 NC:tp.7t! !NT:. !s. MST...NC{ r:!! I t ! h2ji)- E r iitt%7.A% - IL7L NCt. 5e?' A f.-ic I s14 "=1 r-tiLtl" f...P.VA ittAt". 7"7,-; r. C;17.%77137/E As 5 1;0 L•1 A !LE: 0. r Ari,77 01 13 3E1 I 11 t, 7 7 71 NCI 1i...7..?7.447-2:-.%"1:: 1 •tr.t.A L Tt.";71:1t.:It., A 7.1.N'ILA1,7. 7.:771. frt.'37,,t1'LL' A ..71SrAti!:.F. Or A 1-'77 10 A ,10:7•4' ,717' F-1-71r i7F,ft C.L.71VvAr.L,1,- '.7.1N1 ,77...r•C't.'r 7:(3NCA7.7r 7/irtFtTr731'7". 1-7Adit.C.i A riA,"".!. i 3.00 A I !--r.L1P. 1,-.77f 1‘.7.; 7.)C '-tbC.' "_71..7.7.7, A ;t,7..47:t -77..r/1.%.7,2, 1.7tr 7 T, i!!LT..1e_:Li fr;yV-7 - ;I' A_ -1,E kV,", r7,--tOL71-;1•• A (11:11"c<37 Ar•it-;. C't tA rs,,Str.A.,;(1. 711 .7 !!qr.r r74.66. fr7A A .1.7711tAA.7:1li ;29.tr" , 1.1", 17717 N tii C,C,•%1A114T, fail: T AC. 1,Tk 7:77,, :tti • • • PREPARED FOR: LEGEND CI 14 PE".:30 40 7-1.3 SCOS- DA rE: - , D* BRANCH BANKING & TRUST SSAL I' tWee'rr 13Y F Vtl...!kt • Cg4Ckt-Tr .11,11 - REVISIONS c.•-• c,aNairr GENERAL NOTES: 00:3 F r40.1 k oc.e:_mn I alarm"truck's bred ars Nardi hr arerroraet tre 4.taro - f !!I; • J.P:XV1,71% 6.91414TE pre pet wham n opal demoreion lobo.* 1 The surer°,hes nee trade rands al IN pubic rare he ant rre, deletion.Indelkne redniten•ce renewer owlet ban mhavon Altamax Surveying !,. 3 11••Orr 44 Depai,y1on nod*km Itte orieres ci hr '7,1,- . g 10 Botts •towen uo, Sulu1 140 Oreklie •peaerad b.neon and dose not anted ony umnammd !e6.s: V E06 mr!.! 51,z CoosolbOrry, FL 32708 pair Mitti %at k 0. Phonte 407-877—D200 41.11.1 Licensed Dominoes Na. 7833 4 Thu Skew'or Dredger rrd•SOP.", -ttv 4 _.1.,e110 www.altomozounnying.00m 6. Ns burry,/e'Nat Vet?welteut ar verdure sad dos arigral - 00f00 r:nd - :0 41 Ugg,tally alolecl by need meal of lhe Florida named Stremyor led Moppet.melon Si couv,14-..rA-N, - 4ntrr1 L. tlfrvccet wavier.wet einclAese al(rWhr•netts shirty le raider Mae '1.41‘41,52.4--- Mffal elarraraunsfing cam kr=erasion'an signora evirion)Ile 4' lol•tappemnno on din downy'Wet mulltortred by Robin C Jobneon • 1.4S7:i7 0.1.011 on the 13ahr at the elacerine aignilea - Robert C.Johnson Pesk15651 of {02347173-3) \570010\1600-#10294833 v2 14 . _ _ e; SKETCH OF DESCRIPTION El..:44-1❑0-4\ (PAGE 2 OF 2) Pi •1 II j . •:d....! • 1311.11i1 1:1-1. I : I i i*1 it , :1- .. ''. ' 23'71.1C'e.»rAr LC"'1 p I V,i): ... -AD:r.7.17=14/rI4T(..n,narr; :1 I'MR---:',1 "11 i i? HMir!...V4' A' !?,1 - it ___- ' __l&—: , .... 7\;.O.C. ' -' r" 7 - , . r. .; - - ti •:, .,t. ,,, ;ila.,Yek•I, "V 1.---.:12::___..1 1 ei\::':ac.,ih,4 .444:,4s•••••4•1! ...i i , g 0 i TC44.iirs AT ral€9 .144. 4M 1 -..".4.4,44514 ,_. . .4.104.1q1,424 KAI' ! s I ! .;i1 V.-'' I -14T.Ste..V.!hp' • !, ; I 1 !.."-, l :MCC\%Fla!At• • !A SI \ 1 i' 1\ 9 .4 I 4 011 ,-.9 I1. ; \ 4 •AI V/I 1,4-,.W.111WAY MGM OM.1,'S CIS I It; :1 "11.341,1,4n..2rT.Ir rr'D . ... + ' ••• —.... 1 WORMY ROAD (90' RIDE RAO 2 _INC CI ART L 1 NO3'58'33"E "7.40. LIC NCT 31'567 E 60.67. i 2 NON 58'33"F 3.5.ri a. L11 S00"00.79"E 5.C.C.' t 3 S86'0 1'77-F 5.:".t..5C. L I 2 N56'5'0'42.'01 26 L10" i.4 SO3'58'33"W 1 7.10. L 1-1, NICt0'011.26"A. .5.(;•0: L5 S69-54.3B-'A 32.00" L14 ,•00'04'I a'vi .--.,r)(1' L6 NCO'31'56"L '9.79.. Lir.: wag'55'4.2"w 3•.!.00' L i t459'59.2Ef W .1.'„*.!3; L 1E NC0'134'IS"E 5,00' La NO3-58'33"E 25.06 1.1 7 S69'57.29:w 1.34' I 9 SEiT 59'20°C 5 46' 118 14E16'01'77"w 73.?C.' CURVE CI-AR• GEN I:-.AL A.14:::, G--V.)- 1.3 C:HC:RJ VI). A N C.L: RAO:LS L E V"...;-1, TANCFAT IL'Aqi NC:: _NS:ANC!: C1 33'54'15" 2.13" 3.46' 2.7E3' s47'58.35"F 3.'i' C2 .55'32'194 '5.00' '4.54' 7.6C. N67'08'35 W 13.9 F.' C3 51'39'0.2' '0.00' 6.01' 4.6-4' N60"'1'56 W ,g.7•' , N .. Altamax Surveying A GRAPHIC SCALE ,'► .. 910 0494 AVIIMUO, SUR, 1140 P •`-' 0 AO 110 Cosoolborty. Pt 32705 w a.o... r •••••mor 4.9..4 ‘- ii . 2....... ........ PhOSUI: 407-577-0200 LIconood &tenon No. 7533 41110 1 NCH 10 ao FT. www.oltornomourvoyIng.corn ‘ib. I {02347173-3} k570010\1600-#10294833 v2 15 EXHIBIT C-1 CONSTRUCTION EASEMENT AREA [see attached {02347173-3) \570010\1600-#10294833 v2 16 !11. — C;°? .ram ..~+ � ®, 1 T � �a f17_,;_w:/.4,1,.... p�.J 1111 ' 1 . 'N/1 \ h I i x •,. -- 'i o jf 'I 1►S drC1! A ` d. a1 4�1 I I L I I. r q 'Ma°.A. g I C{� II' � rn 1 i I t i. I Ii � • l n i , • O e; .1 , ,iii . ,„! „ it: u 1 114" Y r i� A ip,„. ,....7,, -,- - 1 = ..Row Prim— �0 . IA rill Itl 1 II it 4,... i i I 1 ;; i :'I. � e 1:� A�-.. 94 5 4 F . - �4 gg I•. i_o_ • ga 6 , I 1 t L „ 1 I o . 8S' 1— � F A , �w 4 ( m /'t-T :hl--... o -..� W a e•` g. 2 y ,i i* 9 r s I C i. 6i {02347173-3} l570010\1600-#10294833 v2 17 EXHIBIT D LANDSCAPE EASEMENT AREA [see attached] {02347173-3} V570010\1600-#10294833 v2 18 SKETCH OF DESCRIPTION 1 (PAGE 1 OF 2) LEGAL.DESCRIPTION; LANDSCAPE AND MAINTENANCE EASEMENT #3 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 UNE OF SAID GOVERNMENT LOT 4; THENCE RUN S8955'42'E. ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE, LEAVING SAID NORTH UNE OF GOVERNMENT LOT 4, RUN NO010410'W, A DISTANCE OF 5.00 FEET; THENCE RUN S89'55'42"E, A DISTANCE OF 156.32 FEET; THENCE RUN S0011'56rW, A DISTANCE OF 5.00 FEET TO THE SAID NORTH UNE OF GOVERNMENT LOT 4; THENCE RUN N8955'42.W, ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 156.26 FEET TO THE POINT OF BEGINNING. CONTAINS 782 SQUARE FEET OR 0.0180 ACRES, MORE OR LESS. 01; y t:r tti PREPARED FOR: LEGEND DA : 04-` '°•: BRANCH BANKING dt TRUST t• DRA104 AY tl ev cU»_nt e wwlu:k -akr -cvenrh REVISIONS • caxnrh .¢; GENERAL NOTES: ''r"c'"`A 3:,Rry .»1S 1 Pawn rbuf.M■bred en North ins of Oreent■nl tat 4.Borg - 6erre4rE par ped!hash n rod de'peen abater I 40,Al! 2 Theenyar On net mode a mama of the pubic eemde lot ene rr. d,hdloemo tn,Wlna.Nafneear e.eesem tts aerr leen she'ah •=+'^ trraan Altamax Surveying '� 3 Tlr eb.td,d Deeenniop by Owl erode to the eme ek•t e elix: ws -•-! 910/�B�e�d.B�Aw�nUB, Suits 1140 er«rme.proprof tr.mean and ae.mc.a.d 10.4 arnnn.d r' °F;ru=.n!n v,....,...,,�, FL 32706 poles 4kv vc k c:k —977-02.00 Lfeeneed Buslnese No. 7813 4 Thu nein%aoempbonN rat•SUMP -+» A,.k son:n ww•aitornanurveying.00ln e.Ter Sonny■Not Wler■imad w alien•ln■and the aertel `z 5!, „tC Rr... raced mei d Pis pled'foowed end rdee Cr. -.c,,.a`chwr»_r.rr.t Ilneraey Mgr Mtry ArwYor NrPOo. > • :4111= ;el/ 7 la'.{:k•n h:.kola.:,�1 proodatdt d"rinna■gnettes sslh tla't�lly to rndtle peer .,» �/ ,7 ■■■sdresavgfp don fir hrdnrmorr on streamri ridden)fia ,C-L ll`ii+ Wes'•CMW:>(i:7(14.11 MM eppionee Op the decomi t outonzed Rabeic Johann ••n•� by �' „n Ea.h.vt 00:litht Cwn r mar OOP of the aMmane sgrhew. ,a r n.wee ry Robert C.Johnson PSM 5551 {02347173-3} \570010\1600-#10294833 v2 19 le; :71,11 SKETCH OF DESCRIPTION 0:ii'1:1 (PAGE 2 OF 2) in ,.. a "01..11V -'. If',:,."1,i I ‘::_:- 1 z.:',2,,ARNmEN- _GI 5 4 1 i ____ tic oi__...1 LANDECAPL.V.11: MAN IENANCL-, CAS-VENT f 3 1 e , S89-55'42 E 245.158' ,aSU-55'42V 156.32 I I, II ' I% I \P.O.C. l ..._(:Ns-P 0.13. r i m-rq:Eci.). ,.. ....Rit.,.-r: wi,$)-1 1 t nfig,iti 1.1::-\KV r 1-...; 14 i Nr, crwrievernt t rit A I ,1 a' _.....1 I 'or ; f 12 I I' I t.::!..„;,Stjg.IE 4.0;';E4-114 a Y , li ; 1 ::1(Yei,,NrAPur i cv q I II 'lig 1 ''., \ I I \ \ i gl \ i* \'CI141tw91.. r-A,..r'ir77.7. /F---- -- --. -E.- — WATERWAY ROAD (80' WIDE R/W) UNE BEARING DISTANCE L1 /400*04.1C,W 5.00* 12 S00-31 r5rw 5.00" N Altamax Surveying 0 A GRAPHIC SCALE 4 1. 0 fil0 I 00 .1'1 910 Hullo Minos, Suite 1140 W ::--1"' S E C mid bony. Fl. 32708 " 4‘'''' m000m• Phone: 407.-877-0200 .... .. • licensed Business No. 7633 4. 1 NCH 1. 50 FT. oww.altarnoxouiveyIng.00m ‘Z..., ..y {02347173-3} \570010\1600-#10294833 v2 20 l 1 SKETCH OF DESCRIPTION (PAGE 1 OF 8) LEGAL DESCRIPTION: LANDSCAPE AND MAINTENANCE EASEMENT #4 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 UNE OF SAID GOVERNMENT LOT 4; THENCE RUN S8955'42'E, ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 400.94 FEET FOR A POINT OF BEGINNING; THENCE, CONTINUE ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, RUN S89'55'42'E, A DISTANCE OF 0.90 FEET; THENCE RUN 500'31'56'W, LEAVING SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 75.67 FEET; THENCE RUN N8959'20'W, A DISTANCE OF 5.46 FEET; THENCE RUN NO3"58'33'E, A DISTANCE OF 75.85 FEET TO THE POINT OF BEGINNING. CONTAINS 241 SQUARE FEET OR 0.0055 ACRES, MORE OR LESS. `_•ai+ y u;!: s PREPARED FOR: LEGEND GPaPi_��30-40-43-SC.35.-.�'-'_{`f--�' -_. 'f__! ''a •'-•' " BRANCH BANKING dt TRUST a. s .•., '• pkF'w4 N`' w,+.:Yts. •.:L4' CL1:Br, REVISIONS _ant r GENERAL NOTES: ,;Y,.:.,r ilt"t.: .4:¢F 1 elnut•e bond a1 North tee of Gorwreneet lot 4.N • n.rt e•w- __._ Ott• t'e u; n.c•ale - . eee'Ie'dTE per pot dean n tee•I d000paat shots 2 The etw•yr MN MCC Mlle•osagt al le pall reads for my rA"ru-•: d•dkesata lat4bone,eatnceene or eteseerfat otter Yen toss Aitamax Surveying Mew k 3 TOW oast w omen:non two boon mole b M erctede use of ti o-: �','• 910Bees Amin" SLIM,t e1140 the vyennerr.neonenddam m w not (VI /� Phones 40 —877-0200 .M Licensed Business No. 71133 4 The lsttatdtWatpwonis rat•Stawy _.Y .Y 4 Y.?n:+:o wwe.altamnxeurveyIng.aom I.Iles savoy r Not Vrd totoot she owishere end theono mo rtal i rnhed tool be Fiords Iaetnd Anwar end Moppet.caeca 'u\c:WYrY:,YT., c.n.- partetl tit ewrtvte nettaetr•ono Ye iley b rtltdee pies rem retwomehhha corn for alle4on•m ste tne%Wdrbn)The • tool'FFsmn•on SS dowel l woo ot/tara0 by Raba)C Janson �•r A.t Vp Y:, on the doe of t e Wedmore Orrin. t - Robert C.Johnson PSM 5551 {02347173-3) \570010\1600-#10294833 v2 21 SKETCH QE DESCRIPTION 0:o r❑,ti (PAGE 2 OF 2) •, . , �' .a 1 • �k o � . 3NI Ir? �VLIdNMfNt _u`T 3 . I ac. j 1 SB9'35'42 E 400.94' P.0_i3_, 1 �`P.O.C. 1 '�; v.�•,,r•As15}ET m xT EG7.-r, A4. 114E• CAttAi—ristirro for t • MfA'..1::MFv MAY 1 6 A'I.G.:,h4.,, 5Ia W z IY i I-, � I.. rr � I L.Q._-SIBA Al NA'l;iWLY ,LA ' I ' g g 1.FN3S[•4 E AAC-N414fFk4fiCE gi I 1/4, DriNtrif Oa ill \ 4 i. _ _1 It ( _ 1+ ‘,., 4,,„ i Arr. wATi:row ic•••.: 1 n - . -E- ____ WATERWAY Roan (AO' WIDE R/W) UNE BEARING DISTANCE U 269'55'rE 4.90' L 2 1l8W59' W 5.46' N Aitamax Surveying ' '_ GRAPHIC SCALE 910 Beds Avenue, suite 1140 >~ 0 100 Caseeiberry. F. 32708 W .1. q € Phonic 40 —877-0200 Licensed Dolmas No. 7833 4. 1 NCH • 1b FT. k.‘.• wrw oMnmwrourv .aom • _ l {02347173-3) \570010\1600-#10294833 v2 22 r 1 SKETCH OF DESCRIPTION (PAGE 1 OF 8) LEGAL DESCRIPTION: LANDSCAPE AND MAINTENANCE EASEMENT #5 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 UNE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 400.94 FEET; THENCE RUN SOS58'33"W, LEAVING SAID NORTH UNE OF GOVERNMENT LOT 4, A DISTANCE OF 101.91 FEET TO A POINT OF BEGINNING; THENCE RUN S89"59'20"E, A DISTANCE OF 7.03 FEET; THENCE RUN S00'31'56"W, A DISTANCE OF 19.79 FEET TO THE NORTH RIGHT OF WAY UNE OF WATERWAY ROAD; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY UNE, A DISTANCE OF 8.22 FEET; THENCE RUN NO3"58'33"E, LEAVING SAID NORTH RIGHT OF WAY UNE WATERWAY ROAD. A DISTANCE OF 19.85 FEET TO THE POINT OF BEGINNING. CONTAINS 151 SQUARE FEET OR 0.0035 ACRES, MORE OR LESS. 'k` '' i PREPARED FOR: LEGEND pi- 30 41)-43 5-'E :_rt M7:.,i-•'-Kr,7 BRANCH BANKING do TRUST M.,i w c.r:a•.! reYJw K, 1.1: _c+r_nnr .112‘. • • cr - cacnrr ..t; REVISIONS GENERAL NOTES: :n "A .:�I k%:r4- T,P '; 1 9■■r■IY sVuoY■■bard an No*Inn of fbrennwl tat 4,Mro 'r. nm se rserre per pad down n■dal donttoon abate wK 44! 2 The sunny*,trod nct mode■muds d Ms polo wade for mg/ r•.m, • dedsaeonk trnbinns,notnc4orre o essee■rls other Mn etyma t - _ •.al.•n Altamax Surveying Weer wc. of 3 The seer or oeeatnon pad Ow erode ON the eeeereere Ids d -k, •t'.". 910 BNis AMe1Nle, Bulb 1140 the srber pwpswd er,draw and dew ert rut stdd b■rry u rrrned fel �t,e, -,>r co...le. a, sumo elm ,.mow �. .. .. Phonec 40 —877-0200 y - avn. rm_ . e The s�d Oeeolpbx.q rot•Storey ias .:.f. •_ .4 rc+. licensed Business NO. 71j,3J 4r �Ar� �=_��Wo pww.Oltemetreurvayhg.eotn e.TinaBury■1Not Vald wen d the n d en*mum and • va : aLcmMsr wind seal 4/e+o pbrbee Cconsed Armor and WOW.rude. ;s za u.,t�:va.E!a.:-+To •puwroed l■et aleebone signapv■win tiro dotty brendas pas rwl.aln+mwsyfp nom far. irumonsat Hamann windrow)Tfa ,F• •t._�,..v.,xvr 41?-,t : deal rppeetrpe on this dononrt■net etatonned by Rabat C Johnsen 'R :h i r:ry A:r V"r: on the Oslo at due dement etpnre■. Robert C.Johnson PSM 5551 � J (02347173-3) N570010\1600-#10294833 v2 23 SICETCH OF DESCRIPTION 0: '0� (PAGE 2 OF 2) 01 ••A 1 Lk °El'Lk • 1 zN...11 � ; i I 4 __ _ I 6%.f 1 I SB9 55'42"E 400.94' _--— — — --— P.O.C. IN3=.4ar+; amis;r K'iTe},.li?v .y 1. I NI% CCVF.tiIIFt.T IOT t .1 IV lam.!+?vT 10< 1 i ,7• r 's _C:t i ©I 11. l tF.C<__SIA Al A'.1'_.i^1LY 0 • c e # CC�afliwf IT IC- a ' Vt \4 P c}.B.-_. �i \ :rh':3rtE erir s^x-aTtNt..40[— g ..._ ._ __ _ _i \ a+ i21 ,T M. :/W IAr, 01?=kw.1Y AA: ,f 1 � WATERWAY ROAD (go' NUDE Rtiv) LINE ammo. DISTANCE L1 S89'59'201 7.03' L2 9G0'31'5trw 19.79' L3 SOW 54'3r W 8.22' L4 NQ3'58'3YE 19.85' N Atamax Surveying ,�.t',' �r GRAPHIC SCALE 910 Bellilporry Avsnus, Sul% 1140 W s 41‘q F 0 100 Phone_ 407—77-0200 Uoens el Overton No. 7833 IMO. 1 ITCH . Od FT. +ww.altomossurreying.aom t {02347173-3} \570010\1600-#10294833 v2 24 Mission: Rick Scott To protect,promote&improve the health Governor of all people in Florida through integrated "`• ••f% state,county&community efforts. HEAL 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 handtconAbellsouth.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 j H A B Public Health Accreditation Board PHONE:561-837-5900•FAX: 561-837-5294 FloridaHealth.gov, Flhealthpalmbeach.org • • , „,, , •, . . ... ... , .. . - "*C ,.,. ,. •. , • i - _ 4; •., — •. .• , , • . ,. s , , ... . .' . ••• - . . - • 1 i 1 .....I ,...- ... I , . f , .4,„ a a at a . ; . . . , . , MIL ., .- .0 . .., ,, —1, . .. .• .• . I_.. _ i , . . ., . . .._,..,, , , . , . • A., . — 6 r -• - ,L,. -,.., .-., 2,. ,. . ..,, ,..... ..,• ,,„,'..i.t..,„ ,,,..„., ... , . ,..1 . , . ., .swa , ., . , , . • . . . . . .„. t 1, ..,) ' el , • , . , ' ., ; • i'-.A _ _........... ., ,,...,..,4:4; . ,,,...•. „ '' .. 1,41,'Ativ"! 11: ..: i, ! 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Li_ r • I r . i . 1 1 ' F 8 - .114 ' , II i _ ; ,. _.._ .. _- .1 i r i - - s_i S ... 1 _ r ' a a� . 7- • - - ' i _ 4 — — - r . -rIG ' ,` t._ g `_... _ ...-F .. .. • &+ 1 i. , - l' 4 _ `'� f . • BB NOT PLATTED 10.0' 1 10.0' h LANE'MOTH i , OWNER: DDR SOUTHEAST TEQUESTA LLC L • \ ks PARCEL#:60-43-40-30-00-003-0050 I —1 R" lsA ORB 14691, PC 1671 STOP RAR WITH TFXt u• r .1 .4 b H.T.S. 5•-3• 4•_3• INI=IN NOTES. garrnoNAL ARROW , , w TLL PAVVMEHNT MARKINGSOSHE VISE NOTE ED PAVFIIFNT MARKING DFTAXS R5-1 9.0' 9.0' TYPICAL SIGN DFTAN s N.T.S. N.T.S. EXIST.LIGHT R5-1(DO NOT ENTER) POLE TO BE SIGN L RI-1(STOP) - 12' -( - 12• 15'ACCESS EASEMENT RELOCATED. 4663,PG 611 SIGN,BACK TO BACK 4n SIGN RS-1(DA RD l-1 NOT(STOP) ENTER) 30'x 30'MIN 4ii STANDARD PARKING DETAII (DOUBIE STRBMNG1 rNU I/1"IP " SIGN,BACK TO BACK 24'STOP BAR N.T.S. NO N C 30'x 30'MIN. ACCESS SEMENT 1m► o vRB 47.3.PG 624 ,, ASYNAI 9 t. �6"CONC CURB(11P),324 377 ' .rK l JA��,k I N — ml _ _ J h -ile r'r.. � a CV EXIST.ucHr N"'s• 7 °: ____ _A core. co c coxc v coNc CON( -' LEGEND w a. 1— RELOCATED. TO BE RELOGTED. \\ \ 1 �'. _______ couc _. _._ •� - - 3eV Ch - :•L._ ,6.0'— •....4.•. =� ,.AWL s n.Pi '-=- .oNc�� • '.ADD soD/REGRADE Exlsnnc I-<I, +,•. ... AS NEEDED.REGRADE TO RAIN L s; Z r I 7• PROP.DUMPSTER 1 STORY CONS It ra) I L AWAY F-ROIA THE BUILDING. ¢< Q };.'. ENCLOSURE 5.703 SO. FT s' < LSN J I m •� PROP.ASPHALT PAVEMENT LL <W Q. FFE 17.30' MAINTAIN EXIST.DRAINAGE PATTERN. V. 3 0 * : Y ,� PROP.NEW GREEN AREA. H=-- r W � FOR DETSEE DSCAPE DWG. �7 Eli `` LIMITS OF ADA IMPROVEMENTS - ! ss i11 ■r■''.'. It :♦ A i. 1 ♦Y __ �Tirrsvisii .�3 ` :1��I1� a.�1CIR'�lTF1R'!A!!` - (,- - COl4:— _____ ....,. t':' . . ., , FAI.N.IL .II. g a fi:': �11■11■III■11� 24.STOP BAR `iI 2 11 I _ L••` RIM 1644 STOP SIGN(R-1) I • y 8'PVC INV 12.65 W j e 30'x 30'MIN I -'•- O <a � y IC.• / 15`RCP INV 10.77 E /e ® -I * • y 0 ��DIRECTIONAL ASPHALT PROP.TYPE•D•CURB PER RIM /2 I F 1.':•. •• •••••.TYPE'D'CURB PER • ARROW TYP. FOOT INDEX 300 TO MEET "PVC V 116 I . V 1 • b 0.' FDOT INOEX 300 TO MEET dk /, MATCH EXIST.R SITE. 18 RCP I 1 1 ?1O 6. d '.'.' MATCH EXIST.R SITE. � � T e I U= Y PROP. 1 NEW P __ �jVj LxA\ 2 B} ii•:•:•:• _-, �r PARKING SPACE a I \I 11 0 I, • L6A o I T••• 'C'yD12v \,� �� 7 ,.� - - -- - -- -/. ` \ . .. .. _ �fi97 � HLN /�t'J9 a J27 /533 ' - • -�- ----74`J ✓, 1 --- -- T ••RIM 18.03 � _ • -- - JOB NO: PRR.NEW GREEN AREA 4'PVC INV 15.1tl n RIM t8.15 ,• —••—ft ••- N_--• _•- —••--••- ••—••— --^ - —.•• -- SEE LANDSCAPE DWG. n SET I/1"1P• FOR DETAILS. VCP INV 152ti C lB 763.) 6"VCP INV 18 (FULL OF WATER) DRAWN:CT B'vCP wv I. s BOTTOM 15.15 PROP.NEW GREEN CHECK:S(it ASP11,0 AREA.SEE LANDSCAPE �) DWG.FOR DETAILS. r /1// DATE:NOV.2016 }. {"/Fa''/', PLATE - WATERWAY ROAD (60" R/W) -- - - - -- - ----- - ---- - -- - - u7y/f% ., ,/• .. I C—4 mpisli SCALE:1'.10' SHEET OF Loxahatchee River District ��NVIRONIt�FHTgf Water Reclamation I Environmental Education I River Restoration O 2500 Jupiter Park Drive,Jupiter, Florida 33458 r°f o Telephone(561) 747-5700 •Fax(561)747-9929 • www.loxahatcheeriver.org ' 1971 ' D.Albrey Arrington, Ph.D., Executive Director 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. r Deputy Ex tive Director v:\dev\proj\misc\Tequesta\US#I\101N\Avail ltr.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 #.. 7-- VICINITY IAAP(Vol to Sado) LEGEND BOUNDARY & TOPOGRAPHIC SURVEY ^Me... . -...in.. .... ..., .,;;..t...ta... it ... ...... arm rem•comt I I I cm Ww•C'... , . .. - 41 , l' I C , LS.77"N. MOT purrs° • . ' !,P;;;',T..4„.„.., 17_.0.......,`Wf°:: ..ri. 1 _______ __ • OMR:DOR SOUTRS.431 mum.ut: ,, .1 E I fil i • PARCEL,p60-43-10-30-00-000-0030 GOVERNMENT LOT 3 . . ' ....• SITE •,.. pv, Zi 1 i ill i' .,,,, • 1 1. 11 •••.4,",f V." (1114.. ! il. ,i ent- .__ ,, ...._.,. ' ORB 116.1,PG WI , 444.41.16, ';; .,1 , i. --''' 1.4 4. '.'"'J J;1,....„... *'' W. Ec•pr'' 5.. al' k , %.... - -\ var.=- ... . , - ,-, ......... • . •00.02 me M2 w I li 7. Nom. LME IMMO, OMT LI SINT.12"E 11.027 ..... ",.1":11.ili"."\ .--. 5. :AT= •'''\ ,\.. , 1 . . MI9.5 ITC 9 ON al) ...at .1...., 0 •••• 'clirsegt. SIVII,12, •00 ao'to .1:"..r.":,.. T.."' ycly,...zt, `4". li;r1tt t6r4111. 1- 1' 4 _ tyz. . I "1* ... • •. 1‘11ralw- ei-ac,.:E32.:7-,..,• _. II I . .......,...t.....,...„..,....... ........7 , , fr,-\..__!.1_,,..4,•• .• '*.a.c. t=micils=mimmuirsairzifie.:•. •». N A TM OMIT PI 1;7:- i ;,5141.,. - Er-- -.- E.,ii ..., :II • "t?3 1,/, :I.' ii "n .7ii eel .:if ! 111 W. ..,,, .41 0 4 rh•44 r WM.190:741-0:40;00:00:001: '''*"Ir":.,;,:,'7,7.;41111.:''''''\ ‘r:. II ...* ''......ftftp '11 I ' . I i4 1 11' 11 el, 7 0 ME W i 6.4.;,1 E 51n.. rFs_...:,.......; s •.1;:177-7......,12:62.4•ir.--- 5 :=•••-• Nli• :----1,-- -?•) I',,.11 _ t'' • - •••,.. ' GOVERNMENT LOT• ' •.1., ,,zr ...,. :-., 1-1-**- -7....4 .... ...., ... 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(sCUCo SHUT) — LINE,PER VILLAGE OF TI 6'VCP INV 151e NL CHECK: SGH TEOUESTA SPECIFICATIONS e "' ' " AND REQUIREMENTS a vCP INV 14 03 5 /.2 ha- ® N DATE:Nov.zom 1I�IiIII i WATERWAY ROAD (60' R/W) , if I P1dTE I�I�I�b 6 - — - - - - - - ' - - c s I�NMI i SCALE:1-_10 SHEET OF Village of Tequesta 345 Tequesta Drive �PGE OF T E�GP 561-768-0700 Tequesta, FL 33469 sy vvvvw.tequesta.org f � r�n C A .E �qCN C 011 Nti 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 Heady 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. Loxahatchee River District � ME"r� ;,;,- s. 00 Water Reclamation I Environmental Education I River Restoration W 0 2500 Jupiter Park Drive,Jupiter, Florida 33458 r o Telephone(561)747-5700 •Fax(561)747-9929 • www.loxahatcheeriver.org3 :` , yGO o? _:,:,,.4-",4• yo • 1971 • D.Albrey Arrington, Ph.D.,Executive Director 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. r Deputy Ex tive Director vAdev\propnisc\Tequesta\US#1\101N\Avail 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 NITA 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. I 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, 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 PaPer tt�c November 22,2016 • j,. rl • • Nilsa Zacarias Village Planner �ZORi94+ 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 3 341 6-1 229 The Palm Beach County Traffic Division has reviewed the Tequesta Bank Site Traffic Statement (561)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). www.pbcgov.com The project is summarized as follows: 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(RNV)Construction Permit nor does it Melissa McKinlay eliminate any requirements that may be deemed as site related. For work within Palm Beach County RNV,a detailed review of the project will be provided upon submittal for a RNV permit application. The Priscilla A.Taylor project is required to comply with all Palm Beach County standards and may include R/VV 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 • has been submitted,or the approval letter has been superseded by another approval letter for the same County Administrator property. Verdenia C.Baker If you have any questions regarding this determination, please contact me at 684-4030 or email to ctvuanepbcoov.orq. Sincerely, Quan Yuan,P.E. Professional Engineer Traffic Division QYfdd 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" Flle: General-TPS-Mun-Traffic Study Review F:ITRAFFICIMMTIMUNICIPALITIESIAPPROVALS120161161101-TEQUESTA BANK SITE.DOC I� *printed on recycled paper Centennial FDC3i" _ 1915*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 5IUS 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 FDOT 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 a roximate location of driveway(s) to the State Highway system and to note required improvements, if any.This letter shall be submitted with any rther 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 dosed)in the future,at the sole discretion of the Department.For right-of-way dedication requirements go to: httos:/Igis.dot.state.fi.us/OneStopPermitting; 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:cleysa.sosa0Yict.state.fl.us. Sincerely, csinrh F css ; Dalila Femande P.E. cc: Jerry Dean District Traffic A ss Mana er File: S:1Transportation OperationsgraWiic Operations1Access Management/1.Pre-Apes and Vanance12016-10-2713.93040 MP 11.620 SR 5_BB&T Branch k193040 MP 11.620 SR 5_BB&T Branch Bank.docc www.dot.state.fLus 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, 2017 12:47 PM To: 'erm-protect@co.palm-beach.fLus' <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@flhealth.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:Henry.Hardman@flhealth.gov] Sent:Wednesday,January 11, 2017 10:22 AM To: Lee Thompson<handtcon@bellsouth.net> Cc: Bahga, Pal Singh<Pal.BahRa@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 1 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<Henrv.Hardman@flhealth.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 Emailto: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, HenryJ<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.Rov> 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 i To: handtcon@bellsouth.net Cc: Joel Medina<jmedina@tequesta.org>; Pat Nawrocki <pnawrocki@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:francisdayao@bellsouth.net] 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. 1 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:francisdavao@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(afpl.com] Sent: Saturday, January 21, 2017 6:47 AM To: francis dayao 1 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 LNIAIL 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. H &T Consultants, Inc. 9310 Old Kings Road South,Suite 1001 Jacksonville, Florida 32257 Phone:904-419-1001 Fax:904-419-1004 3 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.B).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.statenus] 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:francisdavao@bellsouthmen 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.FernandezOdot.statenusl 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-4 IMPROVEMENT 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/ cderojasesfwmd.gov From: Knox, Layle [mailto:lknox@sfwmd.gov) 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 fmailto:handtcon@bellsouth.neti 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 I _ I I ___..... i. 1.C-______ . E L ,... PAINT COLORS SCHEDULE AND MATERIALS Wow O •� ,. .�>v ..... _ PROPOSED BUILDING 0 °"" ' A� �_ AREA 4,000 SQ.FT. 0 ""' F.F.E.17.3' • ■- - ,,w, J 0 a rr O ■ ..... weur.'►• A-n -4/S.\( l ,_____ , , , 7 FLOOR PLAN SCALE 3115=1'-0" TCP OF WALL .f3'-fi TOP OF WA 4 1 ▪ -:4, .. ._ PROJECT 6411E TOP OF STORE RVORT - Q M I 1 li' Il 1 r �x }Q _ } V ' TOP caw un eAsc$ L 3 O 111 __�_ — _.-__--_,._..-. o < + H _. ® OWNS BOOR* I v a Q `- (9 Lj CJ� (V� FRONT ELEVATION O _ w SCALE_3116.-1'd T \ / COP O,wA.2u3'fi "Y" <VISO< I TOP 6 WALL -. - _- _ TOP D<WALL 8 o DATE DESCRPlOR ______._ I I . - TOP OF STORE rR oto -- -- _ TOP Cr SPORE FRD11T • I DWG ISSUE DATE:J-F,] TTT E SEET roP cowwR eASE� il., TOP CaLUWI BAD COLOR/MATERIAL f —r __ o 1111 PLAN . o I RNINSH FLOOREllEll M19, RDDRA STIEET MltEEll • BACK ELEVATION SIDE ELEVATION A SCALE 3 16'=1', WALE we,r-0' -- SIGN CROSS SECTION LED Electrical Channel Letters PRIMARY ELECTRICAL SOURCE Y"EMP pipe from panel with BLACK TRIM 5" dedicated circuit MEC 600.21 PRIMARY BY OTHERS B 120V PRIMARY ELECTRIC BLACK RETURN TRANSFORMER HOUSING BLACK ACRYLIC FACE /G 1 \\\ D ELECTRONIC UL POWER SUPPLY 60 WATTS,12V WHITE LED PROPOSED SIGN J \\ E LED RIP STRIP 1812C STR LT BLUE SUN RESISTANT CONDUIT NOT REQUIRED FLOOR,.. PLAN , \, /—� F 1 1/4"X 3/'I6"TAPCON SCREWS / �� ��., ---- .1) J ■ Min 4 for each letter l'`F/— — _-----------___\ ,\` �J G EXISTING STUCCO PLYWOOD WALL � ___- _ h ,-� y -- - = - - _' `•� H .40 BLACK ALUMINUM RETURN 5" I FUTURE SIGN' FUTURE SIGt* -- l,, -- '\ 1;; J /<8 X 314 FLAT HEAD SELF DRILLING SCREW PAINTED SAME COLOR _s • P ; K I r1.1111111. ,\ II� �-' 3/16 ACRYLIC FOR FACES black by day white by night acrylic, I ; � i - -- Th A� 1 K: L . 20 AMPS DISCONNECTED SWITCH _ --� _i_� -!'j M1 Ir ��; RI WHITE L.E.D AS NEEDED attached to letters • fie' �l , = NI with double tape and silicon bond for FRONT lit letters FRONT ELEVATION E`�, Y:"CONNECTORS N SCALE 3/16"=V-0" /� �-!\\ \ O BLACK 1"TRIM *FUTURE SIGN/BUSINESS NAME �ii -•H;. \\ \ II< P TO BE DETERMINED SUPPLY WIRE FOR LED UL WITH GROUND -- -_ ' ' f - --- ". `.\,, \ i.,_ - Q i 114 drain holes one for each letter WITH LIGHT BAFFLES �'y� \ • � - ' �� 1 . `--' SIGNAGE PER CODE �'C' \ ( NOT TO EXCEED r_ ,,, /Q u 60 SOF _ _ ® ALL INSTALLATIONS COMPLY WITH F.B.C. CHAPTER 31,08 B; THIS SIGN COMPLIES WITH EXPOSURE"Cn ASCE 7�10 J 2014 FBC. BUILD TO WITH STAND 175 MPH ,�— ALL ELECTRICAL SIGN SECTIONS TO HAVE U.L LABEL \...._ IN ACCORDANCE WITH"NEC 600.3 AND MANUFACTURERS LABEL LOCATED NEXT TO DISCONNECT SWITCH, ; t i BB&T - TEQUESTA LOT 2 20 WATERWAY RD TEQUESTA, FLORIDA 33459 EASEMEN AsvNwr—-- --— ---- -- -------- ) , t LANDSCAPE CALCULATIONS: CESS EASEMENT (nub, m u6. / ORB 4663, PG 624 a ^� {")"� i -433 a No r'/2.'R/ I es V.REQ.UEID APE AREA UM SF / 'i6b afN AREA PROVIDED 4�556 t}'''�! ♦`�r- 4.1 �►r+• �'M�.�rt s1.-. -� "� / � I5 w GINN AREA PROVIDED VW SF — — — .-- [ ~ � .f.^ • T f ♦ ♦ ♦ • '♦♦ ,♦*.. ,+ • f i, i i� r I�I s - r Pm ETeR AREA r�aDRo,ENT BR,;AKDILM I e:�.e r. i:4.a...s:.!. ..a-�_�A s!. 3* ti ..., Q_ ,> s PVPIEIER YEA NORM SIDE IV LF _ 5 6F L •5• 5 F _ I -- � • +} � I)1Aab �.1YEA REOIR® TS 9F I (XI Ivb (M)IK ♦ ♦ { I CAREA RROvPED. Iy6 SF F43ETER YEA W M SEE 131 LE / •��. • j v} :::'�` / d SIVE/LE•10,01 LF I� ' ♦f �. / ZIAREA F�YNpm. 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Z Zp I 454 8"POMATNL PAL11 1 I- Q Y N 465 2-7'CHR151MAS PALM YY 487 10'S414L PµIA J U 488 1E'SABAL PALM , a- o 489 6 RIBBON P.M 1 O W 537 8"OUEEN PA 540 6 W"SABAL PA = O 541 3-3'WEEPING PODOCARPUS 1 542 6"SABAL PALM 343 6'C)RNESE FAN PALM V 6 6" B PALM 1 -V� 6717 6'SABAL.PALM SRUYP 65 78 10'I OAK 678 !"PIGEON PUN/ 683 4"PIGEON PALM 684 IS"SABAL PALM 1 66.5 8-SABAL PALM 666 8"SABAL PALM 1 = 617 4'PIGEON PLUM 699 8"PIGEON PLUM 700 19-SABAL PALM 1 701 4 LIGUSTRUM PATIO TREE 727 10'SABAL PALM JOB N0.2C16 45 749 1E'SABAL PALM 1 752 8 SABAL PALMK.S 892 8'SABAL PALM (------- CHECK: GH R. 643 2-3'ROEBELENII PALM 6H 2-3"ROEBELLM PµM - 692 12'11VE OAK - - CHECK 5(y( -- --.1) 69J 1=-SABAL PALM "956 0 KOPSM TREE 980 6"LONE OAK DATE:3-3-17 981 10"SABLL PALM 982 6"SAB PP1Y PLATE µ sea 3-2'uGuSTEtuM PATIO TREE `er .,,I.&x LAND &DESIGN 954 3-2'UGUSTRUM PATIO TREE E L—2 985 3-2'UGUSTRUM PATIO TREE v 5_A.E. 1�1C. ,vs, Pr... "/�'��''' SHEET OF , ..._ ti 1 r-- m . 0 . .,...i.,.: '11 5 M tO .7.1. 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PARCEL CONTROL NO.: 60-43-40-30-00-004-0031 JAC SUNRISE RIDGE LANE, o • ? WI• .P r �, ACKSONVILLE, FLORIDA 32211 DESCRIPTION' KRIS REED, RLA M " s . PH:(904)476-9692 n LLD.DESCRIPTION B LOT A TEOTESTA AT WATERWAY INDEX OF DRAWINGS -a O p .F A PORTION OF GOVERNMENT LOT 4.LING EAST Q U.S.HCHWAY NO.1,SECTION 30. - ., Proimlc�uwiY D501E-sTMan®�ws 4rPAw BEACH COUNTY.FLORIDA:�r+c MORE CIVIL i.. o COMMENCE AT THE INTERSECTION Ci TIE EAST RIGHT OF WAY UE CF U.S.HGHWAT NO. COVER COVER SHEET NORTH 1 BENG 60 FEET EAST CF HE CENTERLINE OF U.S.HOIWAY NO.1,WTI THE NORTH SURVEY BOUNDARY & TOPOGRAPHIC SURVEY LINE OF SND GOVERNMENT LOT 4:THENCE RUN 58953'42E,ALONG SADOi N1HLIMEt OF PROJECT VICINITY MAP GOVERNMENT LOT 4,A DISTANCE CF 24,38 FEET FOR A PONT OF BEGIHMIQ THENCE C-1 GENERAL NOTES N.T.S. COITLE S6955'42T ALONG SAD NORTH NNE,A DISTANCE C(13536 FEET:THENCE S0.338'13'W,A DISTANCE CF 121.76 FEET TO TIE NDR114 RIGHT CF WAY LAE O' C-2 OVERALL SITE PLAN • wATERWAY ROAD PER SAD ONIOAL RECORDS BOCK 1913,PAGE ITT2:THENCE S89.54.38•W ALONG SAD NORTH RIGHT OF WAY NNE.A DISTANCE OF 166.12 FEET; C-3 DEMOUTION PLAN THENCE NOOW'10'W,A DISTANCE OF 121.89 FEET TO NE POINT OF BEGINNING C-4 SITE PLAN (LOT 2) CCNTANS 16.381 SQUARE FEET OR 0.4220 ACRES,MOPE OR LESS C-S PAVING & GEOMETRY SITE PLAN C-6 GRADING & DRAINAGE PLAN 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 UTILITY DETAILS C—t2 STORMWATER POLLUTION PREVENTION PLAN (SWPP) C-13 EROSION AND SEDIMENT CONTROL PLAN C-14 EROSION AND SEDIMENT CONTROL DETAILS LANDSCAPE ' L-1 TREE & SHRUB PROTECTION PLAN PREPARED BY: L-2 LANDSCAPE PLAN L-3 LANDSCAPE DETAILS • - L-4 IRRIGATION PLANS 14 & T CONSULTANTS INC. L-5 IRRIGATION DETAILS 9 L-6 WAIVER DETAILS • PLANNING-ENGINEERING ARCHITECTURAL DE.2 DUMPSTER ENCLOSURE 9310 OLD KINGS ROAD SOUTH,SUITE 1001 ELECTRIC JACKSONVILLE, FLORIDA 32257 E-1.1B PHOTOMETRIC PLAN TELEPHONE (904)419-1001, FAX(904)49-1004 DATE: NOVEMBER 2016 L BOUNDARY & TOPOGRAPHIC S UR VE Y ',n' >� ``` f � t -0 r� �; I •- lWall' 0n�➢DR sounattor avvara!u "�:., �."" %/r x�'' +�" _ 17 'tea ' [ '� P.A0w:.6-.0-,6-70-00-00.1-6666 OCwFANYENr lDf t H, Y�'i SI - y �.� ti i oRe,•6n.PG MI .I+Ir ,gyp ffi 4 "'I"' 111411400 ""'°""'"I.w"war 3 l _:`R ra.1•••,#� 9 C er y,�dr+ ,:+, 'fit,. .""ice bit ' 4.1 , 13 1e* 11��� ... IT a r:. [ ,...•m MIN E:iEJEIANI[YAW.' �: ' I �-'!- � .'' • , ..^s- i. 4 ....o•� .E.r __ wan w.s act 9Lt"1S 4YE M00.66' Y a'-� '�r o�• i Y ::.. M .� z _ � , 'DEN CHART NT Me MI IVIW OM `. �r t� . '1W M�Ir•°Yiim'w. � M. - .S % ��F,* �l` tr ���`i E VI fit re m "'_wr'° illiel ..... rs7itti . I OW 4ir ?•: —L" c-rr zM.-•-av- ->L_ •• to u R nx...11 8 . rijr. 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G1 SHEET OF Min -----� �`� __ Egli '�3 1 !PJO 1 NN:-=-a_ I MEIN __: - ? was � !rw 1.I,..S.NICI EAT NO(STATE ROAD a)(RAE 1:fNES) 21NL e I"1I1 --_� , _� �, i liblim - _- o -------- - 1 __---------- mer ,il M �1 , +40� , i r � a!C` ,-rd_RlgggqC d y._ , rarse•a!'c 541.2 I ------------------- e 9 0 . - li�ti Al � r1. �4,,. - -\:-.) i .1 I - 4lib - li y \\ C al - �'.'w' i y ., ;g !I ' V ii Y\ 4g �5 l t i I.A _cs I ' WY .1 'P .sm -.-i I t i i. '�. (///‘ :; . o,•• 4 p a f Ep Y: +' § 4Q �� 9 1in 1 1/TI.'' _ 1 1 ' I -1 ~: I :I& !__ ' ` 6- -- •11 ,, I ©.1 f�• 1 a •1 a > I 1 PROPERTY uRE I 1-.., qua-•_-' 1,.:. .N url I1 0. wituiwera nimisS. \ ,IPA...e'.4 .._'.1.-ri: \ '4 i -'- t vC/ .1- h i O 1 • I 1 i - :• .-.. !d 1 ---1"-: ., : A CJ "int ; Ivy.; ♦ ,�� , �5I _ �.�r::- _ I' `- I 1�. .i ` itIM N 6 / ![ C+ ( �g et >Q > "o BEAT-TEQUESTA > 1C� H do T CONSULTANTS, INC. LOT2 m > H n = PLANNING - ENGINEERING 20 WATERWAY ROAD A IV ,°< 4 � 9310 OLD KINGS ROAD S.SUITE 1001 TEQUESTA, FL 33469 4-27-2017 REVISED PER REVIEW COMMENTS No /�'� JACKSONVILlE,FLORIDA l22S7 4-17-2017 REVISED PER RENEW COMMENTS 1 PHONE: 9oa-419-10ot FAX: ea-„9-100. OVERALL SITE PLAN DATE REVISIONS rr b b 1 3t : 1 W N fie, PROJECT REDEVELOPMENT PHASING: P W PHASE I: CONSISTS OF THE RELOCATION OF ALL BANKING P. s m OPERATONS INTO THE COSTING WATERWAY BUILDING ON THE q EASTERN SIDE OF THE PROPERTY AND DEMOUTON OF THE 01 § • COSTING 2 STORY BANK BUILDING ON LOT 1. w PHASE 2: CONSSTS OF CONSTRUCTON OF THE BRANCH i® BANK BUILDING AND DRIVE THRU AND MAJORITY OF THE • PROPOSED SITE INFRASTRUCTURE AT LOT 1 EXCEPT FOR THE ^ ^ PROPOSED EASTERN PARKING PORTIONS AND DUMPSTER N N n n W < PHASE 3: CONSISTS OF DEMOLITION OF THE EXISTING DRIVE MU FACIUTY/CANOPY AND THE WESTERN 700 SF OF THE EXISTING WATERWAY BUILDING AT LOT 2 CONSTRUCTION OF EASEMENT ..GUSHED AS PART OF LOT 1 -PHASE 2(SEE REDEVELOPMENT PHASING NOTES ON THIS SHEET) I4.45: THE REMAINING EASTERN PORTON OF THE PROPOSED BANK 488;PG S24 FNO 1/2-IR Vsf. BRANCH AND CONSTRUCTION OF THE COSTING FACHJTY STE c1 IMPROVEMENTS AT LOT 2 18.4 1•4_ I721 �i6'CONC CURB(M+) 2416J3 15.50 376 377� 375 11.46 ` �u 17.80• 7 , r 6 "CONTRACTOR SHALL HAVE A PRE-DEMOITON MEETING WITH OWNER AND _ _• l Z , • �• �� •_14 1: s"�;••1 � -•IC-..•�I ! a 1 NS � �i� ARCHITECT PRIOR TO DEMOLITION F , '��' -_"�'�� Y�rI\.ItA�w*A��Lt I�e7 `+� �.,♦►� I.W.0 ♦��W►w�VPy 4yl + �`'6�'`.� I ►7;\*A -'�V�`Vy�' .�r�W� 0.�WIL� �Alb. 41 r��.4,L7s. . 4 LE I'� W $ Z ` I�•� . - -r b, DEMOLISHED AS PART OF LOT 1(PHASE 3) W Ni <l Q re �SA„0", ar I� ,. �s Li� �J S-(T`C u. .IV �� W g =f V r EXISTING AREAS N BE DEMOIJSHFD ��.._ - - i.tit►lr. )1' • ► - .I►L��. �T=a�i�., 13bH F J ..ITT- =t.9•_ .-1.9'� 2.9 :D7 1���'41►4 y ��.n -1PAVERS(TYP) 2,3• 2Jt L .• 7.1•• 7.0• ` ,� �"`,`,.I 417 <'4, 5 TX EXISTING TREES TO BE REMOVED. SEE GENERAL NOTE a. m r i- i-' A NOTPLATTED •O I' 41 1 F-1 EXITING TREE TO REMAIN AND BE PROTECTED DURINGEXISTING BUIING e� , T,ING BRICK , ��� INNER: BB & T �� ;• � (,_J CONSTRUCTION WORKS SEE GENERAL NOTE i2. ZO 5,703 S0. FT �`♦ Q! I'• wAu ro BE oEaL m I" #.H 43-40-30-00-004-0031 � 11 f FFE 17.30E .♦..♦♦`y c I, • A9PHALr �_ II�_ :♦:.:♦:.:♦:♦:.1'J. nn GENERA NOTEc• O Ai_ ,T ♦.♦♦♦�`�',-_: 1.EXITING ELECTRIC/UTILITY/LIGHT POLES,BASES h ,,f2....,..„ ‘,..., _„..., f 24 1 \ S .y ,9 lYP SEE •�♦•♦♦•♦♦���+4 Ir r j PLAN ANCHORS RELOCATION OF ELECTRIC PROPOSED UTY/STE ELECTRICAL w ..;.• M9 •g`� V B Ot •' c o m 6.9. 6.9' �` -,��.�' ..6.41 C3 �� • POLES h SERNSES • �►� ___ 2 t �1� - �I ,�} ROB 23 , >, 9�.� �i �-' p 1 + 2.SEE PROPOSED LANDSCAPING PLAN FOR REMOVAL ♦ �''* f'S 7`� - f ►� ; [D ,�/..�. 736y RELOCATION/PROTECTION OF COSTING TREES/IRRIGATION J _S�.� _T`S<'ti�_-3 W ,a;. SYSTCI.LANDSCAPING PLANS SHALL BE MAIN REFERENCE • I A;1; ��1,1f�3 _0 1 N 8 '�I o ISLAND TO COSTING BC ROAMED ASOD ATED WITH THE EXISTING LANSCAPE -1;;A . ♦♦'� ��.�_ -y •:��� lam._. oag s.. �,� __ _ / 7 PS IS CONTRACTOR SHALL LOCATE AND REMOVE EXISTING Z $ p L 77 .0 __. 11- I N7 STRUCTURES AND UTILITIES(FROTH ABOVE AND BELOW V •� / `�� _:s -..LL,��a\�: •, M '� GRADE)WITHIN DEVELOPMENT AREA.AS SHOWN ON THIS = i �p\ 4u .® asm ax9 EXISTING ORNNAGE INLET `umi CO PLAN.CONTRACTOR SHALL OOORDWI7E AND OBTAIN ai uar `-HANOM.AP PARKIN/ nn UM / TO BE REPLACED 1 V) ALL NECESSARY APPROVALS PRIOR TO ROAMING OR W Y1 LIM 16.44 TO BE RELOCA� a.STNG UFT STATION '�"' I O --IS36 WASYALALONO WATERWAY 6 mums MLTE#N THE RIGHT OF S o PVC INV JJ�� W AND ELECTRICAL PANEL ='RCPINOr(0.77 E .w�� ro REMAIN —� ' I(n —.—. r^ j w % e LL —1 4 (N I 4 • $ —T.' an ASPHALT n 1 .,,I ,�� Z °z �y i STING DR?"PIPE 1 `5 1�7� ♦�� O 2 E 7g , TO BE REMO b Z OPERTY ISLAND 1 ° TO BE STINGROOMED FYIS11,11%(]MAIN I wK , R I ~ < qY � a BOUNDARY / FENCE ro BE REMOVED --1 I 1 L9µx ,y a a � e o I � EXISTING GUY E G EOUIP'IENT `.4 1 1a l = a TO BE RELOCA BE TIED S♦�� "^N.>, �,,,�, o 0. n [PR / 9 PS WATER AND IRTGAION 1 ,. `F" cf 1 I GONG SV [� L ♦ T F M S TO RUIILNPT a'\ ,•♦`= ..... 7 �1 i// • ss 700 + 699 `27 7sR s 7s2 _— —.7as;_ i S89.5 e17` ���-\ ., \. �. —�.,—i. —' —.. _..—� �--•�-�"-rs"_�— JOB N0: \\ 17.69 L 16.95 •ry— —+i i:. .' Ir _�4.99 DRAWN:CT E I 7 M :.15 •6�• •R' •—' —•-�}.—. . -�O SET •- IR CHECK: SCH w I �IJ (FULL OF WATER) I ONTI2ACIDR TO DISCUSS LB 7833 S BOTTOM 15.15 FIBER OPTIC CABLE WATE Wi4Y ROAi (60' R/W) LOH GABLE OWNER PRIOR DATE NOV. 2016 I ro COMMENCING WORK THAT MAY IMPACT FIBER OPTIC CABLE /P�LATEZ f 18.34 _ 1 _ _ 1729 _ _ _ 15.46 _ _ _ 1 l..-J SLEET OF NOTES / , 1. FLOOD ZONE DE5 LZ C PER PANEL 120228 0001C REVISED sEPTEMBER 30,198 -__) 2 UTINDE: 28.95947B 2 9478 LONCI 80.084 GPS: 28-5734.1208M.80 U 3'3.4188"W TLONG.NET) NOTES 3. IN ORDER TO CONSTRUCT THE REWIRED 5'WIDE CONCRETE SDEWALK EXTENSION,A SECTION OF / SITE DATA WATERWAY ROAD WILL BE MODIFIED. IN PROPOSED TYPICAL SIDEWALK(5'WADE) B PROPOSED NRNDOWN 9DEWAUR(B'WIDE) TEQUESTA SHOPPES —�, ®PROPOSED CURB R GUTTER EXIENSION WRRENT LAND USE: COMMERCIAL: FLAMBE LAND USE: COMMERCIAL ZONING: C-2 COMMUNITY COMMERCIAL ®LANDSCAPE OPEN SPACE CURRENT ZONING DESIGNATION: C2(COMMUNITY COAMIERCIAL DISIPoCT) y ic„'m LAND USE: COMMERCIAL f AS T El PROPOSED DUMPSIER PAD WITH ENCLOSURE ` PARCEL CONTROL NUMBER:80-43-40-30-00-004-0031 (INCLUDES LOTS 1 AND 2) M w N S_ m TOTAL CROSS STE AREA 18,3131 SOFT. 10.42 AC 5 g---- FNDAd�2�'YR `� TOTAL NUMBER OF UNITS(MU171-FAMILY) NOT APPLICABLE ¢ a ` 155,36' yP TOTAL SQUARE FEET OF PRIMARY STRUCTURE 4.000 SQUARE FEET q. TOTAL SQUARE FEET OF WMPSIER ENCLOSURE 158 SQUARE FEET• ��ii S itxtL 1NE._e�RNMENT LOT ^7I �� `., TOTAL FOOIPRINT OF BUILDING IN SO.FT k X 4,000 SQFT.(21.Bx OF STE) 5 WN n Y „t��.: 12 ¢ • (TYP.) ..' ' OVERALL MEAN BUILDING HEIGHT AND NUMBER OF STORES 20'EXISTING 1-STORY BUILDING 117.4' --...- 1 1 O - I ' I ' � 'k' FINISHED FLOOR ELEVATION FOR ALL SIRUCNRES 17.30'(DOMING) • __ f I _ __ __��__ __ __ __ _t-S^r_BUILDING SETBACK_ _ * TOTAL PRO.ECT DENSTY IN UNITS PER ACRE,IF APPUCABLE NOT APPLICABLE 1__ _ __ _ __. TO AL OFF-].1RE1 PARKING SPACES 20-19 REGULAR AND 1 :um: R 5 I I �I - b HEIGHT AND LOCATION OF PROPOSED FENCES AND/OR WALLS 6'AROUND DUMPSTER(PRSED o n r DRIVE AISLE WIDTH I �I •�I PROPOSED SO)EWALK WIDTH S29*MINI)ANDAB SIDEWALK � • i PROPOSED BUILDING v.e' j BUILDING DATA � I"� AREA = 4,000 SQ.FT. , Z TOTAL SOFT. LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA �� E41 AI '" % 4,OOD SOFT. 13.T06 50.FT. 1,595 50.FT cog <� F.F.E.= 17.3 I w oa 41 �•I •�I SEE DUMPSTER ENCLOSURE LOT 2 ,.� LANDSCAPC MAIMENA CE EASEMENT PERCENT(1n OF STE 21.B1R 7s.mT 25.O1R C cc n ti .e ORB 4663 524 Otv n �.I �� DETAIL I a LOT COVERAGE IMPERVIOUS AREA SUMMARY O a i-. �� O� /. �, ., / LOT AREA 18,381 SQ.FT. DESCRIPTION AREA(50.FT.) ..J K Q N _ w. . 27a'I • • eulLwNc 4,00o sD.FT. BUILDING 4,000 k'N I,:. e — e • w ti z< / PARKING/FROADWAY 7,488 3� Q • B .. ....•.... ... / I: tD W TI D� l \ WMPSTER PAD m Q O J • - rffalir t...•' �. • . . /t'4 .• �. , e• O .,. n a 5 \ LOT COVERAGE 21.87G<407[MAX SIDEWALK 2.318 v A 744*, I P` N LL W BUBDgJGSETBACKSTOTALt3.786 SQ.Ff. Z i'Z. ^ � I.. I J. .by' ur� v•' LSA Q • b'. •; / 8DIOP / OCW 04 , o v.• U � FRONT(5) SIDE(WQ SIDE(E) REAR(N) -_ O �' I /KJ p 1 •lI��' 3Q =o REWRRED SEI8ACIC52S' 10' 10' 10' �/ • ���•• •N p,T N p PROPOSED SETBACKS 71.3' 17.4' 27.1' 10' ..9.= E 1{O PAVEMENTS y 10'0' ~ I ..� r1 •.Vi. ACCESSORY STRUCTURE(DUMPSIEIR)• 46.7 124' 120.7' S7.9' _ /f _ .„ _ 1 --- ■ t12-O'�•S.IY J s1' •UPGRADED DUMPSTER ENCLOSURE _ /J FIRE LANE V1J --.1 ' / I SK11 PER NFPA h LANDSCAPE SETBACKS li J •7 V9 CAGE OF TEQUESTA FRONT(S) SIDE(11) SIDE(E) REAR(N) PO to 26' ACCESS AND DRAINAGE EASEMENT N , S •REWIRED SETBACKS 3' 5' 0' 0' r/ �. EXISTING / PROPOSED SETBACKS 0'-3'(EX.) 17.4' 2.5 TO 29' 10' F.,',./RAUP FIRE LANE o ACCESS (TYP.) / __ __ __ _ 25' BUILDING SETBACK _ J W♦ / :y EASEMENT •BUILDING SETBACK AND LANDSCAPE BUFFER APPROVED AS PER THE FOLLOWING: - ,-- - - -- - W"C TO BE LS,# A. 114E ORIGINAL OWNER OF COMMUNITY FEDERAL SAVING AND LOAN ASSOCIATION RECEIVED O-m• 10,0' •+- _' a REALIGNED SIE PLAN APPROVAL AND VILLAGE OF TEQUESTA COUNCIL APPROVAL ON ST:.PTEMBER 25, Z d 10.0' r�1 N 1984 FOR THE STE PLAN REVIEW AND APPROVAL OF THE SAFE DEPOSIT FACIUTY AND O - N EXISTING P 7 W r I TRAINING BANK. THE SAFE DEPOSIT FAQUTY AND TRAINING BANK WAS CONSTRUCTED IN 1985. Z g e �/ . • `A�-/\) * a O I Gout SN B. COMMUNITY SAVINGS RECEIVED COMMUNITY APPEARANCE BOARD APPROVAL ON OCTOBER 3, N f/ FIRE O •r �/ \ <. sa.a. / 1995 AND SUBSEQUENT VILLAGE OF TEQUESTA COUNCIL APPROVAL ON MARCH 21,1998 OF Q O K 4 i 9CN NFPA k � THE BELOW USTED LANDSCAPE WNVERS FOR ORDINANCE 377 COMPLIANCE FOR THE ENTIRE f" s r/-� VILLAGE TEQUEgr - 3' -.DSCAP v BUFFER -.--•--•- �-•--•--.-I •-M '0 1 ` � __ PROPERTY CURRENTLY. N � Q - �"--• -• - -- - --•--'-- - PARKING DATA g Oli -D Z d PROPERTY UNE �}fC * 4f -���`���— PROPOSED USE REWIRED PROVIDED V Z 2 'l. • • _ "'➢° _ '_ BUILDING 1 SPACE/200 GFA- 20 19 STANDARD+1 HC•-20 SPACES = q _ •© :'• .• • -. . ��=� ---arawMLT ..—..--.. TOTAL 1 PER 25 SPACES-1 1 ap ii sV �® �OPOSED 5'SIDEWALK err .i,4'. = ` EXISTING Y WIRE TO BE E RELOCATED EXTENSION ..•a..Wre•.Wrye. o....•ws •+�+.4rr n+•1.1..[.,.•.N..•r*.r.d...w a• .•r.aW. .►.INN..1sm•1...�r.a •I•d.•~......sr-�.nw.l ZONING: C-2 COMMUNITY COMMERCIAL ZONING: UNINCORPORATED PBC ++r-•.+w►•u+••+.•++•r+.•rr �"-"•"'r�•�'•'r�'�� LAND USE: COMMERCIAL WATERWAY RD r....r_ '.r.r..•W..r,.r......+..� RS-SNGLE FAMILY RESIDENTIAL w�-� ••+••-•• ••7n•-• .r.r... 111......-•rar-rr.y...•r rr.•.....�+..r�....-.•.rr..... LEGEND ..�r.�.....•.•�r..r...•r+....rrrr ..wr.r,..,........,...........e.r.. `�"`r�.....rm..r1.1.400 ..•.......•r...r WO*......r•+ewrmob ...+rt+•en.r....rr..0...4.N.rr.. BUILDING SETBACK UNE �' �"'� !!""�� ..••••••r...r..r•rr..Ww...rr...r .rr.r....•••••. .r-.,..1•1 . +w•..........r+l. *win.Arrr..w......m. a PROPOSED TRAFFIC SIGN ,ar............r......rr..r,.r..•. .r•r•...rr....rr.W.,.rr. •••r..•••••r..•.r • ...+nre•.•.r-.•.... JOB NO: • Q. PROPOSED FIRE HYDRANT A•.i.r.•.....I.O•....e...a.'amie'Ay'...i. •.4.r......r•r.......IN..f�.r .•./..►..•••• r..r•r..••W..r..•.r r..W.• ... ...•• er �.��..i�. ••••.4. . • r1•0•0 •• • • DRAMN:GT © NO.OF PARKING STALLS "�"r^timeda �` ..1..r.••ry •r.. •r� .1+'•"•1.1.* •rri..WW.••r.rWr0.i•W.Y r••r•.•� •✓....•W►rw.rrr••• •,...4..`r..•.. CHECK:SG14 .I.w.e•. 0.11.1......41 PROPOSED CONCRETE PAD/SIDEWALK ••••••r••.I444.4orw•,•.nr4•••••••••..r.;+rrrw...,.r..or...•...ar......r..„.•. DATE;NOV.2016 rr.•I..q....n..w4w W.as�.+wt...r.m.-r .•.....�.�.r..++ 1O' D iD' PLATE PROPOSED ASPHALT PAVEMENT rr.r...r... •.•..r..Wr.m.r.r.r. •• r...w....rr.r+m... MiallaZi . C-4 1...-0 ....Nwrrr..•�•.r :•...rui.....r.r F O PROPOSED UCHT POLE SCALE: 1"�10' SHEET OF PP 3g �? E S S H s W `` as P �� § 1 >EASEMENT ASPHALT ` /rc 363. PG 614 FND 1 j2'IR NO{ —1 In In r _- -- --' s SOV7N SINE,00VERNMM LOT 4 * JF-/ : .1 1), `� 7 N OA w d. ,1.1-- Io a : I �1-17.4 _ 6 0' BUILDING SETBA -- -- --. I -;41 Z 41011, . t � 1• r4 W1 •1 8N.,-, d rsi [ PROPOSED BUILDING �; Wo<'1� >- W 1 tiI AREA = 4,000 SQ.FT. 1 5' 11- cc� Cr W;N w! ql F.F.E.= 17.3' Q 1+ LANDSCAPE& MAINTENANCE EASEMENT m 3 j M W �I rti LOT 2 �F e ORB 4663, PG 624 NW O S Eti ''1.• C14 i crl / LA Cli EA1 O I U a w1 0. . 1 d � • Z ri 1I W zi. �10.3' ..d -Al •'a• .•.•• / % .. •�.,❑2 p..• r ...•' • I�� •. r, W N Z• (/ !/ n 1 v Q -. �D• • ton`g o o., .. ., c . i v� ©.r /� DETAIL DE2 ` • 0 .y[ ❑4 • q o- ww•a, rSA N/ g 2 I 1 1 t ,V, 03' & /// C)-} _/-1- ? 3 -_,.. . 3 „. p` _5,0•f -o10.0'+ ///jJJ TT I Q'Y I b t �' 1 1 M E LANE I �5.0' / I I SIGN x BB&T BANK - a BRANCH (LOT 1) sGN LANE i 8 v❑� N /t 26' ACCESS AND DRAINAGE EASEMENT N i ®h EXISTING c� $ n T ACCESS � i / 25' BUILDING SETBACK �_ - --t---- -- -- - -- -- ---- -- ---- -- ---- -- I - -- J W� EASEMENT z a 1 ers �, 'ry TO B ,,,2 REALIGNED I b 1 IOn+ ) fl0n� rni p !1 1 - I b • d s/'y O . 6A' O m '� ® 1) U� 1 CONC SN a • 4 rt T7 • ` a o 1 U R a r i t q I O 1 N►.f 3' DS ' '! BU'FER 1 - �) \ i- D i 1\ z �\ 1 u2_ .__'_ '' ' _'__ `STOP SIGN i\\\N„..........._,,,, ,, �_- = aa - y. • • tl:� :-- •,ry '•'� Ip -top j 44.2' . .. • ..—._.. .. • • I \ u i \-SLT 1/2"'R LEGEND I Le 7833 1 CONSTRUCT TURN DOWN SIDEWALK ADJACENT TO PAVEMENT AND 1-51 CONSTRUCT FDOT CURB AND GUTTER TYPE F.PER FDOT PARKING.DO NOT EXCEED 5%RUNNING SLOPE&2%CROSS SLOPE, STANDARDS DETAILS INDEX No.300 JOB NO: • SEE DETAIL ON SHEET C-8. q PROP.CONCRETE SIDEWALK WITH 5%MAX RUNNING SLOPE&2% ❑2 CONSTRUCT HANDICAP ACCESSIBLE OF LONG)RAMP WITH MAX CROSS SLOPE,SEE TYPICAL DETAIL ON SHEET C-8. DRAWN:GT DETECTABLE WARNING SURFACE PER ADA.FDOT,AND VILLAGE OF T PROP.5'WIDE CROSSWALK DO NOT EXCEED 5%RUNNING SLOPE& TECUESTA STANDARDS AND SPECIFICATIONS DO NOT EXCEED 1:12 2%CROSS SLOPE SEE SHEET C-8 FOR TYPICAL DETAIL. :Sf'F'I - RUNNING SLOPE&2%CROSS SLOPE SEE SHEET C-8 FOR DAIS JAN. 2017 TYPICAL DETAILS. 0ADA DETECTABLE WARNING SURFACE.CONSTRUCT PER ADA, PROP.AND VILLAGE OF TECIlESTA STANDARDS AND SPECS. a CONCRETE PROPOSED MIN.5'LONG CONETE LANCING 214 MAX SLCPE IN ALL DIRECTIONS.CONSTRUCT PER ADA 51 PROP.ADA HANDICAP PARKING STALL HC SYMBOL&ACCESS W. 0 10. PLATE AND VILLAGE OF TEOUESTA STANDARDS AND SPECS. AISLE STRIPE HC STALL SYMBOL&AISLE PER ADA REOUIREYENTS.PAVEMENT SHALL NOT EXCEED 2%MAX SLOPE IN 151551 III©INDEX No. 300 CONSTRUCT FDOT TYPE D CURB,PER FDOT STANDARDS DETAILS ANY DIRECTICN.SEE SITE DETAILS. C-5 SCALE: 1'�10' SHEET OF DRAINAGE NOTES: DRAINAGE STRUCTURE TABLE 1. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER FOOT STANDARDS AND SPECIFICATIONS,IAMB 200, 201,232 t 234 AND VILLAGE STRUCTURE TYPE GRATE/RI PPE INVERT ELEVATION OF TEOUESTA STANDARD DRAWINGS AND SPECIFICATIONS(ALL STRUCTURES AND TOPS SHALL BE TRAFFIC BEARING). 5-9 incurYARD DRAIN ELEV. NORTH EAST WEST 150UTH 1.95 2. STORM DRAW WES SHALL BE INSTALLED USWG REDOING AND TRENCHING TYPE'A',PER VILLAGE OF TEQUESTA STANDARD DETAILS,UNLESS 5-10 TYPE C,R1LEf 16.16 11.88 7.13 7.13 OTTERW S SE INDICATED BY THE ENGINEER.SEE STANDARD DETAIL SHEETS. 5-11� YOOF�D TYPE 0 14.08 10.65 6.78 b 3.ALL HOPE STORM PIPE CONNECTIONS AND JOINTS SHALL HAVE PREMIUM WATER TIGHT 00UPLER CONNECTIONS AND BE%RAPPED NTH FILTER CLOTH S-12 MODIFIED TYPE C 14.30 6.89 6.89 6.89 1 R SEE PPE CONNECTOR DETAIL ON DRAINAGE DETAIL.BEET. •S-11 INCLUDES A CONCRETE WEIR(SEE DRAINAGE DETAIL SHEET) g g 4.SIORIATECH MC 4500 SYSTEM TO BE CONSTRUCTED N ACCORDANCE WTH MANUFACTURER'S STANDARDS AND SPECIFICATIONS. ANTRA PPE TIME 5.STORM STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT INCE)(ES 200,201.232 APO 234(ALL STRUCTURES AND TOPS SHALL BE TRAFFIC P-1 COAST.20 L.F.OF le RCP O 0.5%SLOPE $ 1 i BEARING). P-2 COAST.43 Li.OF 18"HOPE O 0.567E SLOPE R 0 S 6.PERCOLATION TEST PERFORMED BY DYNATECH ENGINEERING CORP. AVERAGE K(HYDRAULIC CONDUCTIVITY)WAS DETERMINED TO BE P-3 COAST.21 LF. OF 15•RCP O 0.5%SLOPE }n Z V .00128 CFS/FT'-FT OF HEAD.GROUND WATER WAS MEASURED AT 22'BELOW SURFACE AT TIME OF LEST. P-4 COAST. 16 LF. OF 12*RCP O 0.5%SLOPE 7.YARD DRAINTO BE ADA COMPLIANT. DRAIN SHALL BE LOWER THAN ADJACENT SIDEWALK. ADS MM6FOLD TO BE PER STORMTECH SPECIFICATION 8.ALL PAVEMENT AREAS THAT ARE EXCAVATED DURING CONSTRUCTION OF THE DRAINAGE SYSTEM STALL BE REPAIRED,FINISHED GRADES SHALL MATCH PRE-CONSTRUCTION GRADES UNLESS DIRECTED OTHERWISE. ,. n 9.SEE DRAINAGE DETAILS FOR STRUCTURES S-11 AND S-12. n it 10.ALL DOSTING DRAINAGE FAOUTIES TO REMAIN SHALL BE CLEANED AND TELEVISED AFTER CONSTRUCTON. 4, r g 0 THIS GENERAL AREA TO BE REGRADED TO 5 EASEMENT ASPHALTMEET DaSTNG BACK 663• PG 624 OF CURB ELEVATION • FAD 1/2•IR 18.68 --, 18.22 I8,4 17.21 "" r < 1 Q 4 16.33 15.50 14.46 : 14.34 / //I 1A.6�'-----p-,`.11-,OS"\ 17.80 17.495/p(O1N LINE.GOVERNMENT LOT)� 1�22 * ., 15 6 14.34tIX mti/I. •'' .1 W �� J V L1h6,y6\Y eL 17,77 1."' 17.10. 4. ,16.16 5. �' N y 1 •�18.49 B08 �7p� 17.51 17.01 � 16.9 177 -.�17.25 /172 • 144 ~# FO w -$ S.-�-'.!'8 8F 1�2�9I ` 17.77.__ 7 __ __17.05_ �16.�5 • 16.80'_16,80- -.-.472 __ 16714(_L642.._ _ L5.7 f�.21 -' 13.68 ` FJ F;i Q 16.53 1 •8.ON- 1 CT _ _ v m Z �� n! I I DRAINAGE 17.3 172 b., �6 m Q I SCALE 64 LF. ` - ` I I O S.0.5%(MIN.) I / �� Ct - 11827 1 1 • Q v ; I PROPOSED BUILDING _ �i O. tMsma▪ i 1 1 AREA = 4,000 SQ.FT. (� ' goui4 (3C1C Z_ i +$ I• I F.F.E.= 17.3' AP EASEMENT • 1 17.20 : LR7JA,4('- E d.• MAINTENANCE +N'�+ jj1� 1 LOT 2 4 GO, 4663. PG 624 (`+ „▪ �yr.T n• 1 19.P 17.20 •.rt n.a ^� - • • . ra •' I d' ����y�•, prilli 5.e....pd.'..„.. rw� ...,y , f. co W u , .�,A - 0 • vv ^ Vie•, 1■Ii7.1 1..:. ` -`.-� 7• 1..• ,1 � w I/,, A � f � , I W N d Y ���� ' T•' •'4 76.4tEX 11, 18.7. - .I. I `^.e `�� \ U i '�,_ 1 .� .. EXISTIN• 16.tE �� ./6 } ITS . STONE FOR 1 . �, W,o iJ. Z 1 JJ ,ter \ FORCE;NANA y� • w i . �J I STORM a. SnfrJ. I ¢v� 17�, ate` DESIGN STAGE ELEVATIONS: 17 ,. , O i!'%` - FOR 1 a . CAPS 4YP. .4.1 j 5 .y 25-YEAR STORK EVENT: 10.77 ,..�, 1 '.Bo i 9 i iLL'$L� , / c� fy. , 1 H•' 1'1p i (I ) "-f ,.�j n O .,-� Z 100-YEAR STORM EVENT: 1z87 j `=_�. ---- "n ----- - 1 •=J ,• >,STNG✓ L'i e $ I 1B'%18"--"' a . . STORM STORM I'. 'uw „ L_i6,1�..16 j4____J •E 6.89 I ' STRUCTURE W DRAINAGE I YARD DRAIN I TO I.E.08.89 LEGEND I ;0.4 »1 Fgg�Na� / I C- > F , O TO BE REPLACED 13.36 Z I I ,/) (SEE DRABAGE DETAIL) i o r i � ..As� o � 1 d .b. 1 '� 1. .3y N.. • n 2 1 W 9) I� p1 �1 7 CNATA ii-a ig •'glib ` p_3 1� . /j K-'+ V Z 4 �' DIRECTION OF FLOW I P-1. I r I di 1 I �.,�'f$ F- • leiDRAINAGE INLET I / _ _I_ 4 IX. a XISTNG I�� P.I 1 i ..1 I I 1 15.04 •r.._., DRAINPIPE AGE � \ I/// PROPOSED EXFlLTRATON TRENCH u•. '� - -�a• � 4-c -�=- L...> . i' RDIAIN klEi �/ . 1 / \" Vtv Um ^r- m_ PROPOSED STORM PIPE i I ! n,•• T ...o ••0o ..CONC SN IXIST%N-; •�� PARKING 1• i 1 43 PROPOSED TOP DF CURB ELEVATOR Ir-- PARKING O 1 """"" �, PROPOSED PAVEMENT ELEVATION C L' R 1 Q• I 8. //17.921E( ' ;II g 7. >- -.--.--�' t> - -- ...,' > \ ,r r.. - i ".' --'3�•--'----- --.- >:HI-.--1- .,.:> ' !/..T,. �... 12.95 EXISTING SPOT ELEVATION ,,, - ' ,,_ _.. - ��•"��y - - .,.. _----_ 1- t `I��' - > JOB NO: • ® ` I'. _ a f'ti OC .IARKER l� M �IAI��'\ ') :,...I_.v,�/ sill ..-..__.. •\+\ DRAINAGE STRUCTURE NO. 18.63 ��`� �, •. • o. u ie.--�a®.." , �i� -� 7 g• 6 A�Id>lf` _.._.l •S DRAWN:GT - DRAINAGE BASIN `AO) • 18.14 .. Y.69. • 1.•. .- �i-' -- - •L-\�• CHECK: SOH EXISTING SANITARY �' � TRANSTIOER.IIBRB ���-, SEWER MANHOLE I. 15.•. • 16.63 0°0°00 STANDARD Otlt[:fABIE WARNING a 1.60 :,� ta_ . .>:� AND RAMP 0 0,o TO REMAIN(TOP 18.85 17".- _ NN+WD DATE NOV.ROTC • TO BE RAISED) '�, 17.NtE% 1 16.83.10( 15.903D( TO T NDIX 304 "OPOSED CURB AND PLATE PROPOSED CONCRETE CONCRETE APRCN AROUND -ELOCATE EXISTING T7 BOX --OPOSED 5'WIDE > NG FIBER OPTIC CABLE TO BE COSTING E)OSTNG INLET ASTING GUY WIRE TO BE COORDINATE WITH COMCAST SIDEWALK PROTECTED DURING CONSTRUCTION. DRAINAGE RELOCATED-CONTRACTOR -CONTRACTOR TO COORDINATE1�_�_ 1P C'6 ASPHALT PAVEMENT STRUCTURE 16.15tEX TO COORDINATE NTH FPAL TO WITH FIBER OPTIC OWNER PRIOR TO Tb REMAIN DETERMINE NEW LOCATION SIDEWALK CONSTRUCTION SCALE V.10' SHEET OU TEQUESTA SHOPPES ASPHALT /(f / NOD iii/Z•IR (11" ig -1 SOUTH uNE.GON7tNMFjlf LOT A e ¢ Ip�^ 1 ' l �' 4 e' V '. PROPOSED BUILDING ,4: AREA = 4,000 SQ.FT. • F.F.E.= 1 7.3' EXISTING INTERIOR EXISTING SANITARY LOT 2 BUILDING DOMESTIC WATER �e CV a SE M SERVICE g TSTAON S I I— e W~ m _I�/ r e a / ...,,` LSA W ,17) & // 'I -ll / '� LU "kjii I- 3 g EXISTING J SANITARY /EXISTING POTABI,EE WATER _ H BB&T LOT 1 SEWER \ / SERVICE LINE A• D ® FZCE MAIN r BE va; .a \l ,.�'� ®—� REMAIN 5D lkh ILK UHAIRAt i-�I so--� - W (STORM TO I� CONS - C.. a /// "'"""1 _ g _ GO UNDER/ 1 i• PROVIDE AND INST N FORCEM AIN/ STANDARD 6' FIRE T FXISTINn 7" WATFRI., I ASSEMBLY IAW VILLA " PO r TO 'EM DETAIL D10 p � " eTh INSTALL 6" R.S.G.V.e a L j • •• r\—APPROXIMATE A CONC SN Z - i - 0 r__ r/ LOCATION OF WATER SERVICE a„ z 4 O • REPLACPMENT ig Y �• ItR ` FF , �y" $ \� LL. .�� e • ^—R —.. Z . rc • 8 l J w OU i i g _ SETY i WATERWAY ROAD `LB 7833"1RPROPOSED 6-IN PVC WATER MAIN a p 6 S (DR 1B) FOR FIRE HYDRANT c X RAISE EXISTING SANITARY EXISTING 14" IRRIGATION FOR LOT 2 (SAW CUT) 2 IT = SEWER MANHOLE TOP TO METER TO REMAIN PAVEMENT SHALL BE REPAIRED PROPOSED GRADE. SEWER TO AFTER WATER MAIN REMAIN FUNCTIONAL. CONNECTION - APPROX. CONSTRUCTION LOCATION _1� LEGEND NOTES l'1. EXISTING UTILITIES AND CONNECTION POINTS- THE EXISTING LOCATE EXISTING B" WATER - PROPOSED BACKFLOW PREVENTER MAIN, PROVIDE 8'Xfi" TAPPING BUILDINGS DOMESTIC WATER SERVICE IS FROM AN COSTING 2-IN. JOB NO: • —SAN— PROPOSED SEWER LATERAL WATER METER JUST NORTH OF WATERWAY ROAD AS SHOWN ON THE SLEEVE, TAPPING VALVEPLAN , VALVE BOX AND COVER IN DRAWN: C7 PROPOSED WATER SERVICE ACCORDANCE WITH VILLAGE OF —CF PROPOSED FIRE HYDRANT 2. THE BUILDING HAS AN EXISTING GRAVITY SEWER UNE CONNECTED TEOUESTA UTILITIES STANDARDS CHECK: SGH • —SW—o PROPOSED SEWER CLEANOUT 70 AN EXISTING SEWER LIFT STATION. THE LIFT STATION DISCHARGES INTO AN EXISTING SEWER MANHOLE ON WATERWAY ROAD.THE LIFT PROPOSED GATE VALE STATION WILL REMAIN OPERATIONAL THERE IS NO NEW SEWER SERVICE DATE:NOV. 2016 PROPOSED AS PART OF THIS PROJECT. PLATE BUILDING SETBACK UNE 3. POWER AND TELEPHONE CONNECTION- THE EXISTING BUILDING WALL ME SERVICE PROVIDERS. SERVICE CONNECTION POINTS ®1�_ Q 1p' C_7 0--- MAINTAIN THE SA EXISTING SEWER MANHOLE AND METERS WILL REMAIN WHERE THEY ARE, SCALE 1"m1C SHEET OF PAVEMENT MARKING NOTES 1- ~ 1.WWI COLOR TO BE VETE'FOR ARROW NO LETTERS. b "DRIE-11611"LETTERS m BE ELONGATED IELEVERI'A g 3 M ELIM-4'SIDE WRONS 2 ALL P■k]t•1R II/Na1G5 E)tl1Pf PN8a/G SIM1.5 SWILL 1... \v. .3 \ �,- nElEara�TLc 90 ws N 11KJ0165 M w �� rc • 3.IMMO STMLS NOLL BE RIMED%NH WOE LOD Q5 /— \ SIDEWALK WEE PONT. E E 1.0,011M01/ ..... ?w �4, 4.M.I.PMA9df STRIPING SHILL BE N ACCORDANCE W111H c a�.rr- L5535 A IROMMY MD 1RAFFC DESIGN SIMONOS, NOD(7346 S S _ oS-0�8o8o0a E�u. , A'. iao°oaoaoaa 5.MOOD SYMBOL SIMLL BE 4'ROE THERMOPLASTIC M El '. 1_ o°0*a00000a BILE MARE War N ACCOIDNCE WM ROOT POO 12'SOLID WIRE STRIPE NO.17344 SEE OEM ON SIEET C-8. • > ''' 8.MEOW PARING STRIPES SAW.BE IS'WOE 1` r ,. ' • y ` MOT IWO NO. 7348 PMNf w ACCOIDWIE YRW N O PROPOSED BUILDING (� AREA.4000 SOFT. I WALK AL I so 7. 14NHORGtP SIGNS SHALL BE wSOILm PUB!PER a c F.F.E�17.3AppED _ '• �•;.:, FLORIDASCiNFS. SEE OEIiL ON SHEET 0-4. 7 i • LOT 2 PARDNG - '�. o• L1111111110 8. STANDARD PALING STALLS STRPES DWI BE 4•ROE WIRE BB&T BANK BRANCH © ' 1 i ��' PMEMEIR" NNBaDuuP UTE LIM PANT sTr NOTES COI T ACCORILMICE'"'"Rs SHEET. CROSSWALK DETAIL LOT I ' �/`Y , . ,: �•. Nor t0 tYAYL E• INIENsMI InM10R'RESLECINE�wT R SAS�ED N ME I g AAp �. W6f EDRION W THE WICD. ygI / _� ..:o 9 (TS / E ARPOw 'r `1� 10.CTDSSWPAN WORM WW1 USE THERMOPLASTIC PART F ai • f/ (T"P.) ��• 4 I LANE YRD111 I S PER C SMIOARO6 AND SPELF1fATldlt SEE q g I— VAN / � A•4'STOP W g a Z .,1 2'W EE' STRIPE \ri 11.ALL SIGNS SNMLL BE wSTMLED AT 7'FROM THE O N<R W (SEE CROSS ■ Bt1R0Y OF THE SON m THE PAVEMEM SURFACE W f' LANE SIGN ON TA15 SHEET) .,� •C n 12.CONTRACTOR SIMLL PROVIDE ALL FAVOR WRONGS ~O t W Q AND BEQUIE)IEIiN PER BBlT STANDARDS MID F 3 > J ® 'O I I \ �, N STOP PAVT]AFNT MARKING LATEX PANT NOTES:: V. • 11--"f � Y, ' _ .1 . I '•- \ A ALL uTEx PARR FOR PAVEIFNf WRI0M3 SHALL BE -, Z .:l,t .,���j� A w- \- n ELOF��i MR 4 WTEw F,READY EOm.rDN atrwc Q Y STOP BAR µyyKI�TH TEXT 261E02 . P 4 20 - N.T.S. .eASTs aF DEvcN PRODUCT:sualEcr TO COMPLIANCE C ® 146.7' T. n" REOUNOENIS,PROVIDE ONE OF THE FOLLOWING r z PIDOIICIS 1'.20' 'I.. A DURON NDISTRLAL MOOS;'TUBA CUD LEAD FREE LODI ZONE .....4 NARKING PANT APPUED AT A DRY FILM MEK ESS OF z POT T LESS 11W1 83 WS. 0 1)COIDti V a)MOO:/W9944500 `R e)YELLOW:/DUIrn100 60'MN.OVECMNE SUR AGESIYIl BE PER FUNDA ACCESSORY B. SIERWIFWLLWLS COMPANY(THEN"SUMO'LOW VOC STAIONDS•Ml/1GE OF ACRIDC TRAFFIC MARKING PANT'APPLIED AT A DRY FLM IDa�TA wouR 3E111S. 60' THICKNESS OF NOT LESS TWA 7S MIS. PP ' tz:ts,o OeD MIAINN _ • Mr ® ro NJRMRIY.YRIMs3/B r& 6. 1)COLORS: 12 a)W1RTE /oURB4MOD . \ HIOL7S NINE IEFLECIIVE BHCIIaDHRHD b e YELLOW: 1Y2M100 x �� f Lcrw<srr,WmH W■RE�. 5._3. 4•_3. ) 25 B.GLASS BEADS:NSNTO M 247,TYPE 1 WOE OF U A\ 5 SYIBOL AIO BOBBER N�1 PAVEMENT MARKINGS SIMLL BE PANTED 100X RECYCLED C ASS Z g 1 _ - MI _ TRAFFIC YYFIIIF.UNLESS 01IERNYSE NOTED. u>, zs11ETK I NTH SITE FADO ND OVER 1.RaXONESS:MINI M M 75 PERCENT TRUE Z K' nI - (S,„: ' ',.,-..?. .., '� DIRECTIONAL ARROW sP1Ena ar wECHr. viE ,' BUIE REFLECTIVE BACKGROUND PETAL SON WM WOE 11r PAVEMENT M�R�LNG DETAILS a ao�: 4' `,y� 8•+t2'PER FOOT MOF%17J58 2•_3• •-9• J w dp SEE DETML Ii)_ . SPACE 1? •i' f E Z I c • - — LW 1O (D H 12'ITN. STRIPE DETAIL }I/C PARKING SIGN DETAIL 1 oN. LAC° —�� —� 0 Z = 5 Q. Q. NINE SLOPE NOT ro ECEEDD 2X IN ANY L■ECION ILLS N.T.S. WELDED woman'CAP _t•�• 1'-6' I- Z y }I/C PARKING DETAIL BETS _t•_g• .' a c 4 " - TOP OF CURB Y-0' = u E r-s Hr [FIiERAL NOTES �► STOP ([� I1}P;•.RKIIJr I coNCREIE BASE,MN.3A00 PSL ...I q DI II�)1I' LIVE x4• 6- 1.ALL TRAFFIC CONTROL SIGNS WITHIN TE �/" '1. �J _ p MACAPROJECT SHALL R MANUFACTURED REED USNC L J _I- - OIAaNO1D GRADE REFLECTIVE SUBBING(OR ONLY wage sm� I 24' 14.1040 CONSTRUCTED AND N ACCORDANCE WHIN MUTCD ALL SIGNS SHALL BE RS"' R1-1 uNir '.'�' •• e p 24• 6• CRITERIA FOR SIN SIZE AND SHAPE AND -41r.' _ p - LerlERwc alNnmasG T - Ili 24• 32 �I IE 32'�IF - 2.ALL TRAFFIC SIGH POSTS WTw THE0 J-VC TYPICAL SIGN DETAILS u u roe No: PROJECT SHALL EE 2'xz'SQUARE r[:. ORE LANE SIGN N.T.S. STANDARDOREAK- DRAWN:cr WM PUB+"arED"IHn�'ES�Aw°u+�Ac�oA4ct �1 �-25• DRIVE-THRU STEEL PARKING SPACE DETAIL WM FOOT MC VILLAGE CUESTA R7-8B(FLORIDA) PAVEMENT MARKING DETAILS N.TS. CHECK: SGH • FTP NOTE: N.T.S. DATE NOV. 2016 SWORD PMUaO SHILL COMPLY WTM TYPICAL SIGN DETAILS VILLAGE OF IELTESTA CODE SECTICN 7e-691(e) PLATE BEWARING 031BLE SWIPING. N.T.S. C-8 SHEET OF 1-1/4'CF FDOT SP-12.5 MIX ASPHALTIC 3//4'OF FOOT SP-94 FNE MIX L0117.1701L MNNUM MARSIALL STABILITY ASPIYLIIC CONCRETE MINIMUM OF 1300 LBS.PER FOOT SPECFICATONS. MN9WL STABILITY OF 1.500 LBS. PO=KEY N IRMBIIOI OF MCAT 6•THICK LYEROCI(BASE(YRL LBR 100)PRNm PER FDOT SPECIFICATIONS. 10 MMHG WNW FOR RUSI FDW.TYPE S-3 ASPIMLTC CONCRETE PAVEMENT. B COMPACTED a 9N CARBOY AS OEF CALE0 I 54 NVISM ASPHALT.BON WFUBWD 1'MN.OR AS INDICATED N GRACING PLAN 9Y LLAGNSNTO STUM AND CARBONATES OF CAICIIAI AND YAGIR$R/Y Q ROIL FOR KEY N INAISCaI MINIMUM MARSINLL SFABIIIY OF,,Soo LBA � ,.ALTERNATE TE PAVOENf AND BASE Z AND TACK TOO' PRI E COAT BETWEEN SURFACEsMatjagMBE4 r �WYY BE S MEETNG Mm o — NOTE, COURSE a uNEDOCK RISE •.ir'�r�jR� \y \/ rC �.► REVIEW AND IPPROAK FROM ENGREFIt S 111111 DST.ASPNL]IC WNOEIE IF EXISTING GRADING DOES NOT ALLOW rn0 ��As 4��\r 1 - 2.SOIL-COAEIR BASE MM A 7-MY � FOR T"MIN.PAVEMENT OVERLAY, O ri,;e;<r ri.��iiv STREWTH OF 300 PS MAY BE USED INSTEAD OF THE IINEMCI(BIB:. PROVIDE REQUIRED SCARIFICATION OF 12•STABLRED SIBORADE FOR A IRNNLN EXISTING PAVEMENT TO ACHIEVE THE MN. UYEROCK BEARING RATIO(LBR)OF 40 AS a RECYCLEDCRUSHED corsRETE(Nc0) It6T.UFIWTit BASECCOURSESSPECIFIED BY FDOT AND COMPACTED TO WY BE USED AS AN ALTEANATHE VISE. F LAYER THICIDIESS. loom Ow°DENSITY,PER AASHTD T-99-C RCC SHALL BE SOURCED FROM AN APPROVED FDOT PROVCER AND MUST BE COMPACTED 10 AT LEAST 100% BOST.BASE COURSE DENSITY WIN,AN MIN.LBR OF 120. LIGHT DUTY ASPHALT PAVEMENT SECTION 4.REFER TO UMYFRsr1 ENGNEEBK k NOTTO/CALR moors REPORT ON SIBSCC TYPICAL OVERLAY KEY IN TRANSIITON INVESTIGATION AND RECE�NE10•AHOAN TO BE IPLEEIED IN SUBSURFACE�M.�• PREPARATION. 1-1/4-OF FDOT SP-12.5 MIX ASPHALTIC CONCRETE MNMUY M4RSiALL STABILITY 3/4.OF FOOT SP-0.5 FNE MIX OF 1.5C0 LBS.PER FOOT SPECIFICATIONS. ASPHALTIC CONCRETE MBaRNI �I `68.�-I-' e.RCN IAIEROCI(BASE(YIN.LBR tao))PRIMED WARN/STABILITY OF 1.500 LTA I I t COMPACTED TO WV DENSITY AS DROWNED DOT SPECIFICATIONS. Q Q I 1 /.blot Bed BY AAs1rto r-180 NC CARBONATES of CALCIUM PER F 1y - AND YIGNmUY OF 708 1 h S G F'ti t?,': r°r: W>:1: _ R tc M N'a PRIME COAT BETWEEN SURFACE - "1,,; B COINSE t LINR=BASE '� \ \�\ \ \ \\�' •-1�.,A ono vuvt. ..it\\t'.zcG \r�dati - I— d (n . ; ..J — }•ENp.Joint Ana m Preformed Joint FIN ' ANIZED SUB�E(�) R C ric TYPE D SPECIFIED TY FOOT AND COMPACTED TO IM CONCRETE CURB MOOED(L/RI)many,PER AA51/T0 T-99-C r W N.T.S. 0 HEAVY DUTY ASPHALT PAVEMENT SECTION W NOT TO RNLI N W A� gip" IOIe:M��WIT 9. ff • 1-1 ION.ASPHALTIC CONCRETE TYPE 5-3 gPApATE W Ellr SCROTAL SAW Cur �i]a1nL�mi1. 4: J �-,•• IAN.M RS INJ.STABILRY OF 1.500 LBS. t/e•10 3/ir WIDE NOD:E mNkY9BUN AS PER FD.O.T.SGWMNOS. T/4 S OF IBBN'i�A . FEW MTH 3N WEIN TO • •S y THE IF SHALL MATCH A W1ICOSTF2 .1111111 II meOF1E r0rWRL15 a 1 loam TDz FBR CUBIC TNO) BYL1lI • •; .. T/i IT aU.B UE AL T tw mw 'p..•ti..t•:a,....,•; Km: •• ••• arcerr A niacin da.J• ♦ _•: a SOP 10 IC(BIRD S COWAN WOWS BVLA MOT POURED=ER WAS - - a MIMMS SO'N n MI t9 CONCRETE FOR NEW CONSTRUCSCARIFY OR REMOVE EXISTING TCIN z d CONSTRUCTED EVERY ONT SEAL CONCUR, OF 1EWIN OF SIDEWALK wSN IBR RED �m SOP' i N e'LBEROCK BASE MIL L B OARS .R 100.BOTH — CONTROL JOINT WOO WOOF WA NWT ACCURATELY RACED COMPACTED TO A MINIMUM UM 1 WX Z !�n�] + (A�g11p r-1.6 MAX RABIC WIN FLASK CHARS. ;;*eeeee&`/`e./\/`/`w`. OF THE MAX Demur(ASSNFO T-ITC) P l � l i N.T.S. 1411115 wmFW A nRe1 O{mT ERK R e i EA 0 AN HOR FIN \�\�\\\\..'\../\"','\, AT t25 OF OPTNUM MOISTURE CONTENT. Z 41 a NT POURED RUBBER JON SEAL ,T LONG ARE Garage 1/2. SIDEWALK .. SECTION AT GROUND/PAVEMENT AwsniN... RAVISHED. F a Ld 2• I. 'RTi STANDARD PRECAST TYPICAL ASPHALT PAVEMENT/REPAIR SECTION D & § T/2 yy, CONCRETE WHEEL STOP NOT TO NALe Z yI •• II I• T roaED ENE V HT% O Z V i 'I^•1 I•� W BWS 30 DP. QOIM IRE ip'.. 1i.•.}2 La♦:.5.:.:♦ _ U Z Z� PIAD NE CONSTRUCTION JOINT 1O MANDN 3v ram L_ , 4D a NT1 _ DETECT=WY/=N CUB _ B7DS ztRal N I,Nr 1N,.I PER CUMMM.13 OA ro hel•FAN SHOAL Y TA • 2 Enit I.1µI roR SET9RAIE'1DI R7 WALL BE MNIEUND• RECIDN �0° 1.1 ,4'F�CONCRETE SEC=FROM DINER roam DIE •' •• SDIIN T. NEW OR ECSI N CO STRUCO N `- 02 taNaoL JORNrs S4ALL ff caNSIRUCTm :p .♦.;yam••�6. '03 �Aam 5'OF LE ani OF MEWVC yL�. - P�Mi t . -A1 THE CONREIE AROUND THE MOSE A41NT PAApR e'.^•^tt i 6,OA9'• TO IRRAW K WCCFIT.BE dB As THE NIA,,r .•::'\,�?�;:�' I 1 1M1 / sodux ADCNNG IT. ;1�♦�� �0,�ql c• !.ALL SCAWII CONCRETE SHILL ff ♦ , ITT_ DETECTABLE SURFACE SHILL BE J108 NO: WED (W.13 M POI CURBER BIC YARD)ACME ' { NN�Oe NCIEDr ro ffpET�A SURFACE f ADA REQUIREMENT. � r• PER ADM REDUABIIAITS. S.REFER ro UN W/ENWEERRC (AA9no T-ten Ma RABIC 'A�q.A. ,._./ (TRAM: G7 N SCIOCES REPORT ON SU=AmI m.TNr rt n mMN +.Ma v P B : wasnc1EN MD ro (NIX WNW PAVSI= \ D ' � CHECK: SGH INFORMA• ff RFIDAAED N NE SUBWRa/¢ SIDEWALK DETAILS � ` AREASEN RlU 41140,..••• PROPOSED TURN-OONII MONK WIEN PgkPIR0OIL NTS RI F1rN®M.IWT NW ff SDEtYALK, A' PAVEMENT.SE DM/CM 11 SIDEWALK 6 ADJACENT 113�SEET. DATE: NOV. 2016 EN TIE WNOEIE NUM IC DIRE USED 10 SEPARATE RE 611 SIDEWALK S ADNCEHT TO ASPHALT ro�M E s�AS TIE PEW OR=SO=MOM NISINO CONSIMLR�W PAVEMENT.SEE DETAIL ON TH6 STEEL PLATE SD=ANNWS R. ze, ADA RAMP DETAILS C"9 ADA RAMPS DETAILS SHEET OF it SCLNNE x r nice CAST NON CLEMENT 3.000 PS CONCRETE WOW SERIES MOM ' SLAB 10 BE CAST CR APPROVED M Dq)A�) AROUND MO CLENIONT I TNpEIFOi 10RP FZ ii. ASPHALT /1(SQ NOTE 1) ' I- OR COMCIED MER Ew THIS�ND iON TO E F PIPE ND•R PAVEMENT BARS&On SE PAO F S BECOMPACTILI 1.� SELECT l STORM DRAINAGE N IN TIRTL 4 t COMPACTED SL1mEn RA41 1°Y pW��OVE�M.I PrE -4a'j. y..`. jiN��:. i 41 NO8-6/11 IMF. Y\, ----- ----- - ► 711 xu/4(r� IMmISEn -'�� j1=11- s 'AAN�isi r NIL �/r.:-'y_:c-'_r:-,_-2� il. D(DINEIER) a•: ' (DNOl,Etr �rl/1 I + LVCRLY[ R' ;�: Nam. ----- ----- r P. `� OVERLAP LENGTH ee/2 E���JI .■ .w2 //I PBE� EARL m M.IMP:Es LAP i oRA AGE PVC Pl.w) `, SMILE 4 7 Palcsive,NON-MAEN CFDTocnE • � W. (r IWL) rt1IFrN:TED BAOIFu FABRIC A MINIMUM of SLY ({�INITL) !S ����� NIMEB IS MOPED FOR SEDUM MT1'E �Etioi SWIN0 NOTE'SOL J.L STORM DRAINAGE wGP m 11I_I�I-I' 0PR sDL �W1STILM.SAp PIPE IIEll MTM FLIER FABRIC - - C IE NATER110NTn De/4(r me) JOINT WRAPPINGSADOLE ROOF DRAIN CL PPING DETAIL CLEAN OUT DETAIL S 11 INN N.T.S. CLASS "A" BEDDING-SPECIAL CONDITIONS N TS. Si LEE NDR 0 5-5" 5'-5" f ;2 I rn <t PROTECINE COMM SUB T SIE IM TRNx'AI 4'-1' gO TT 02i CRETE N I O F N SPECIAL DETAIL R r1 1 1 �-CRETE —I- a STINC 18' a=.z J �uL�u -B° �,� Al, N.T.S. 4'-1" 1 Crate WEIR PIPE T I- 1 H -DD ii eEoaT1E AE TRENCIENG raTa EL12.0 m WQ I L VIVIl . . COMM) I. Be.PPE oD. in e_ T. ---� II 2 Cl. INV.EL 10.85 r SELECT Bd.1RETNCH MUM AT TOP OF PPE ;t I ~I'( 111 1.5' W �% IIATENLL ILA%.Bd.Be+24• C__ M - _ r7 W.B•.WL OBL OF BELL+B-j1(SHETED TRENCH) l• - LLr Q �_'% IIATG DIIL OF BELL+12 (SHEETED iRFNCIQ / 1 ' 1\ 2. AS REQUIRED 0 10RF7CXEMOVAL a SUITABLE FOUNDATION F9NMEN- " 8• 8�" % 1F U � M BAPS Z ••' '•��� 8e/2 3. SHEETING SHALL BE OMEN BEIDR TIE LINTY MOOT INV.EL 6.7.� - � III E SLY CNTRS Q IMOBMIBEO F� SEE NOR 2 P REQUITED FOR LATERAL SUPPORT OR UNSUITABLE WIERN. SOL RE110AIL METE DIIVDI BF1DW PPE dVERL S/ELTNC SIMLL 02 Z �� PPE B•IL _ E CUf OFF A YNIIM 12"ABOVE LOP OF PPE OR IBRER 00 AS A HORRED BY TIE QIAlEEt.AND LEFT N PUCE. N NO #.4$ CASE SINLL%ELME LEFT IN PLACE MEM MWER TANN 30- OA Be(TOOL) COMPACTED ORNAMR BELOW SURFACE ORME MESS SPECIFICALLY APPROVED. SEDOIN MATIML STAMP SIM.BE APPROVED AS REQUIRED. PLAN VIEW SECTION VIEW NORMAL TRENCH OMANIAM MEMO 4. PROTECTIVE CONCRETE SATs ME METEVFR DEPTH ROTE of CON E TEST 7S A AND D APPROTED BY THE s MC inv iL TO E COMPACM TO BmL MEM OF DRAINAGE STRUCTURE 5-11 MODIFIED FOOT TYPE "D" INLET PASIIO TWO MOWED PROCTOR IN AREAS TO BE PAVED - CLASS "B"BEDDING-NORMAL CONDITIONS Na Iss AT ALL OTHERS. N.T.S. NOTE:THE EXISRNG INLET WILL BE REPLACED AND RECONSTRUCTED AT THE SAME LOCATION N.T.S. WITH THE NEW PIPE AND CONCRETE WEIR AS SHOWN. THE E7(ISTNG OUR.ET PPE SHALL REMAIN AND SHNL BE SAY/CUT AND/OR EXTENDED TO THE NEW INLET AS NEEDED. U 5 ! PIPE BEDDING & TRENCHING DETAILS FOR NON-PERFORATED PIPE •..ter---.-/ z a N.T.S. 107 STANDARD (/j R a LI R 6 MANHOLE FRAME I- Iy :3 . AND UD z < {''� TOP EL 14.30 /- 5 ,2 r-4- J u'( • •:..I �. 1L- B UNC BRICKS g MANIFOLD � AS NEEDED Z I �� � ,. 1 I O z . sZ I- z . . M. 5q CONCRETE TO S-11 1y 0- a a WEIR 0 L = a 4-S I . , WEIR EL 7.89 (" 1 1 / " -_ INV. EL 6.89 a{•%"!.� M •;r INV. EL. 6.89 w 'f:!,i".•,Ir•- :. JOB NO: NW Of DRAWN:ALT CHECK SGH TO ISOLATOR PLAN VIEW ROW SECTION VIEW DATE NOV.zOiB DRAINAGE STRUCTURE S-12 PLATE MODIFIED FDOT TYPE "C" INLET WITH MANHOLE TOP C-10 N TS. SHEET OF COMMAS CGOlC1ION TOMO PGRr Im MC-4500TECHNICALSPECIFICATION GA.WTItAwa ,o"'pY Fb NTS y} STIFFENING RIB CHEST 17011141171114017 RICOI0Ip V WEB Rfl0I0RY SIRE MEM PI AN0171I117 - L uxIIII1 51FFDEO M M127 NIYICIU®'M1110PBI MA�. \ - - W I .66_ f'ii" 1, �. i -- I �1 I I I I -I III I - D62T mm) )r I,I <+6a mm) • W III I11\1!(\1!II c 1I / I, �\ Na1r cpRR BASE elate III, 1,( 7!'' .1=� �1 n '5 61ED ROB M 117 a¢1101 ,ono•(28W nn) I 10.r(DM mn) ... .- c' -7 c n __ Rao 444)11155 ACCESS SR tE011® ' �-��i N�aRF7g1MgM:ODW •uYMOFNM�O'IMKIICSMMTY%QIM 0601u,Rt6N1®1 wiRalpN MOM AlO w.AIMro IMP(IL,m)NM WOE GANIOR10USEM SG WR1OLD WAN t-._. _.__ -7 (+a�n) �---_,1� 03 mm) MC�600ISOLATOR ROW DETAIL NsrAum ___ NTS 7 aor 1.ALL DESIGN SPECIFICATIONS FOR STOFWIECH MC-1600 INSPECTION 8 RAARfTENANCE �--�. ��ID Cl4AMB6t88W1LL BENACnlU+ +A1/D'YNilI7HE STOIOffECH aesl) INSPECT ISMATOR NOW WnemR�tr I,I 4.-. 7 DESIGN MANUAL A ISPECIONFORTS(FPAIMETI Q F At.RBIOVOVOI LID ON WORMS MIRE GRAN NOMINAL CHAMBER SPECIFICATION 2.THE INSTALLATION ATION OF=Roma!MCA MAMBOS SHALL Ai..F.V170.. .RDMIOE,RMMM,IFLED CONOE2�• - W g M 9M1F(W%HXINSTALLED IENOTH) 100A•)(60.7%463• (26/0mm%1624mm%1227 mm) BE N ACCORDANCE WITH THE LATEST SDEATECH Al MIMSA RAEWITNOSEOEROD.M6AfIR110777®WmNO RCCORn 0N1MANTMN10E 1O0 M T /Yyy CHAMBER STORAGE /066 CIBC FAT AA LONEMAWlUMTO MNATORIOW FOR VWLIAL MIRSWW OFIm117NT IIIM/OP10.00 N 3- T.L EMMA METALLED STORAGE. 1626 CUBIC FEET (Ds poi ,� \ INSTAL/ATM DBTRUCf10N8 IL NL11E�EROWS F.TRa-yF10®T0l1�zrNor.RROC®TOtIls1 .. 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CHECK: LT L.Ma1LMLEMIMRI.IFR`LrMIMIMEIYW 11LM AIIIYTO110M MIN OIIMI.AIEAO.M NO�M 0W0MR.MMV (MOLL M1000MO011 •MLTI.OPrLanMLI.ANIeMurwNO•MN0000MM.o NOV.2018 MOM0111 BMW YdTIOMMMO ILL EOOMMME 1110M1.Ii11LOMUI�MMAl1•dNlE1MI DATE: M OIMR FA R9l•M®OMN.17OMIrINIM741I17411001.OF AMEC T9EI M011 nr 1107110 .1011M11110Ir111BYL.lWL M NIL NAMYAOI1MM011O/NON/MLOKRMLICUOOOM L.O.L RRMOlB10MI/L L MIL 011EC.tA WAIL IMAM WV!IOMYOML IOLMIF own=Ammon*OM•MIRaILMRILI/OIMRIL ama ROOEMIiNOTNO PLATE ELM 11EIIOIYIMION•WBIOI®NOOKIM.WLLYIIIOYM WOO OINILOM MST ON!MM.°NOOIM.TMN •LUMP OM•MRMLLL.Ra10VIDRC11 ET16Q MM1RIW �niLOf._._ MO)MIAO 000 YOM0®MOULD MILL M NYCOQ /COMM=MDM MLwICATOMR1RSZLOIIML IL.NL KOM 014.11001ve 1®I17 wMTCL MUMMY N110M.IWIIOILMLEM.EI0M101M! r0•MT LOILTM N••MN.ITOL/i.0a1I ENMIRiRLK G�Z 101OR atmaw upon 1Noorm Oa011 i SHEET OF L STIESZICAIEW. CONTRACTOR TO INSTAL EROSION CGTRDIS AS SHOWN ON MS PLAN AND/OR OTHER PROJECT SPECIFICATIONS.ALL IN COMPLIANCE METH LOCAL GOERING AGENCIES.AND EPA CONTRACTOR SHALL FEE AND ONE NOfOE TO THE APPROPRIATE PARTIES AT A MINIMUM IB HOURS MEN TO COKSTRUCTON. IT E THE Oaucom a OF TIE TOR,SUBCONTRACTOR,AND PERNTEE TO UNDERSTAND AND COMPLY MYTH THE WOES GFAE M PERMIR NCID WITH ANY NEOU ED MEWL AND/OR LOCAL GOVERNING AGENCFS. THE OPERATOR OR OPERATORS INVOLVED EMI COMSIRUCITGN ACTIVIIES INCLUDING CIFARNG CANONS,AID EXCAVATING THAT RESULT M WD DISTURBN CE ELL NFID TO IPLEYIIE•T POLLUTANT CONTROL.MEASURES DENTFED ON MIS SHEET AND MUST COMPLY MTH THE REQUIE/DAS OF NZZ TEE MOFS GENERAL PERMIT AND ANY LOCAL GOVERNED JURISDICTION HAVING JURISDICTIONCIION CONCFIUiD EROSION ND SEIXYFNTATION CONTROL,ALONG O METH ANY WORIONAL DOCME MDN THERETO: MS OR MENDS TO: DS POST A SIGNED COPY OF THE CONSTRUCTION SITE NORLE AND/OR NO AT THE CONSTRUCTION ION SIZE N A LOCATION WHERE IT IS READILY MAILABLE FOR VEWNG BY THE GENERAL PUBLIC.LOCH.STATE,AND FEDERAL AMMONITES.PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.AND cc NPDE$l.EC3END YENTAN DE NOTICE IN THAT LOCATION UNTL COMPLETION OF THE CONSTRUCTION ACTMIY • SYMBOL CFSC7lHGN FLIER FAME FENCE 1.Construct rock Pads for construction entrance/at This will be the first cem buctlan work on the project 1__I INLET PROTECTON BARRIER 2.betel named barriers N mkuc down slaps from eotlon activities Mat dbturb Wt.mil; • ¢, 3.Conetruet rock surface for temporary parkin u CURB wLET PROTECTION BARRIER 3. 4.A rock NW dam ai be placed at M.ougdl N any proposed detention/storm water malty pond as temporary cattail protection and provide < Oa CONSTRUCTION TY EXIT_ PE 3 titration of larger sail particles. o S.Clear and grub the as.e improvement are Sediment bonier.willoheedy be in Mom dawn Nap.; . CI CO OK E TRUCK WASHOUT AREA 0.Excavation and.nbarYensnt to form drolmeg.ck.aru.eks; 7.Exeovoeon and embankment to form the buildkg pod and pavement maw e.., ram. a Underground Utilities-Sediment barriers NE be utilized as to hound the dam elope Ede of utility construction and mil stockpstockpiles;rre eM-- •aN,r.w /F S.Final grading-Sediment barriers will be makdakrd dawn elope from disturbed wall during this operation: Z .. - "f iO Completion of an-.fle stabilization(Contractor must abbot.a minimum of 70x vegetation or the minimum nqukement by Mal governing Dung) I- •- - _1 I �_ _ Fi __ i TM actual schedule for implementing pandam control measure.wB be determined by project construction program Dom slope protective msesuru CD a - I I r meet NEW.b.A place before soil b disturbed. $)- I �N <6 J ' 'I I I 0C 1 ►. I PROPOSED BUILDING H ; Z 1 I .AREA. s.000 SOFT. no>iwomorrm nlIONNEMILY Aan`Ys 1 I I F.F.E�17.3• TIE DETAIL �•AS 91oNM (� I I I LOT 2 �� T���iir I I ; ..• I � R Wes MIBOVID Ww�wsr BE Z _ Z 0 'N. �ttYtrr;:'•' _; .•..p r 82 x� .0c.,O(WEE SM.I OMME r �4' (MINIMUM) I — 0 p �.� / F ( _ �� SWPPP INFORMATION clan 1 I ` R nt I 1 1 a I C � wigWE OP es�DYplA Z I ; / /�„§ nnv w o col Q I I_-/'-- -- -- -- -- -- -- 'S. s ON -- N / , i D Cr N!C W r i' e t AAMR Mart ^0Wr OF � OP 1-- Les-• - - - 1__._ --• N•.mveeN .veeeswer, ;S eoms y�56 !. 3 r �� v\�c� --- ..e�- `: PLAN • \a..ir+ \ DETAILED DESCRPTTON OF RE LOCATION OF Z S • NONIFd DE SNAPP DOCIAENTAIHAPS)ON�DOWER AND SITE - z S� ® mixg _ H � it .. 1.CONTRACTOR MUST ESTABLISH AN APPROPRIATE-CONCRETE TRUCK WASHOUT AREA'. Z w n �® 2.ALL ON-SITE IIIPROME31FIIf5 ARE 70 BE OWNED AND IWNTANED 8Y 7NE PROPERTY Q Z § o X OWNER AND ELL NOT BE DEDICATED TO THE PUBLIC OR YNNTNNED RY TIE PUBLIC. J Z rZ g w o a SCALE r•.2D' in in N I o • $ O 7 m i ilo , 4 .. -I' 'V W e-f r V qt. 0 E z 6 i • 1 F Zr. Y PURPOSE 3.GOALS - 'F Jh�. 3. W F r-E, „F W W dS a or The purpose of tie procedure is to control edYn control ermion in order te re negative impact. Establieh an erosion and. ent control pocky that conforms to eel art. SI = a g an water aid air quality.Proactive measure.rill address ongoing maintenance at a by tM CIS EPA or other more ebbgenl municipal standordc Prairie a method for facility's site as well as documenting for future construction and repairs to the Mc Policy tracking and documeng that ve the policies ha been followed. L a. in woke or.dimme restoring antat eroded say areas and eliminating conditions that malt 4.PROCEDURE AND STRATEGIES I.SCOPE Procedure and etretegie.include a policy that marMatse 4rplanrtaJon of roam. NOTES: This policy applies to all item construction activities end Infrastr..hmre repair.at nor oed Wined control techniques...I reputes 1M teai nbwie Wool.°into contract I)THE SOPPP sEOBLATION SIGN MUST BE LOCATED NEM TIE facility site in on effort to control eroelon and sedimentation. documentsfor wry construction pre carried rmled out on Mts.Consider employing CONSTRUCTIONDOT OF TIE SITE 6 E SUCH THAT ACCESSBIE AND 2.PERFORMANCE INTRO erosionstrategies mused pedestrian traffic; atormwoteer opermanent verflow.Ongoinng Mum gedkdentS n r Minnow �AA SAFET EN Y 'But elm oesmtR.Tnc YEWS AS ro and elimination of these causes of smarm on sites are important component.of 2)ALL POSTED DOCUMENTS MUST BE 11OREN p N A CLEARLY READABLE The plan must meet the relaying objectives: addreesing erosion and eedkmentallun. CONOIDN ATTF3 ALL TIMES ATION(THRWCNOUT CO TS FLED VTR CRON AN T MIL E POEM ,jOB N0: A Prevent Toes.f soil during construction by stemmata runoff and/or wind S.RESPONSIBLE PARTY 3)CONTRACTOR SNAIL POST OTHER STORY WATER AND/OR EROSION AND • oration.kncludng prate..Mg topsoil by stockpiling for row. SEDIMENT CONTROL RELATED PERMS ON THE SIGN AS REQUIRED BY THE A facility manager MN be responsible for the ongoing to ter enbQon and will sign wrDOBr•AGENCY. DRAWN:FDO e.Prevent sedimentation of storm sower or reeding streams. off Me facility sedimentation and erosion ryoikY. a)SIGN SHOAL BE LOCATED OUTSIDE CF PUBLIC ROW-OF-WAY AND C.Prevent polluting the air with duet and earthier matter. FASEIE]OS UNLESS APPROTED BY TEE OaVEtWWD AGENCY. 6.THE PERIOD S)CONTRACOR IS RESPONSIBLE FOR ENSURING STNJTY Of 114E SWPPP CHECK: LT • D.Rending operations and madmen..activity will M be logged to ensure at pin INFORMATION SIGN. DATE:NOV.2016 has been followed. Tod. T duration facility's of a ty.operation.under current en.r one operator. SWPPP INFORMATION SIGN Na PLATE C-13 SHEET OF MOT moil MN TO mis mo MN 1.oDIL EICANE A f• IIBAI t R NO WINCH.WORD M WREN NO ON 1 me MOE NOM TIE UM OF PONE COMET ME Wmm Y. Y•Y E000EN POIf ( A WWRIDR. \>\�' 1 r I 41 I NEE II I 4§ _ 'T b I - a( Wc. 7�r mar \ / �'' Il �, > �� sN4D BAGS • LOINION Of IMOO NOC lE N� POST FN6 POSE / / �' if ... V`‘‘‘//,',`,*,,4%Ill'‘‘,\:// ( F13131 MOW RCM AMC MEL \aM.•aED aoE -- I / \ „mm m�mm I I �."`�� m� GEErva NOES: Q 1 Q L�� 1. POST A 9M MOO'CONCRETE NMI OW Nr NEXT ro TRE M. I. ET POSTS ET 4-FEE NAINRM MORO F MOO PRFAtE]HID MICE MIN �� W Q SUPORf I[fTNO s 1@D. ar PORT N4W PS NTmWA52D ro I I¢f mAR4NY, 1 V�NSW=OE r No No NNE CONCRETE 1RYm1 ohm NNE 16 M s AND ro INN aR INN NCA L N w. 1 INN Tm•EVEN OF run ROC AYON On 011E1L MIRO C NmE1 a O F F RE POD,no Too moT.No arm lO Tw moo /FIILTER FABRIC ON TOP OF CRATE 1 UMW nc commit WEN To TolDm.NM NT),ME comm ENTE sm.RE mom 1 ROOK MEM OEHVNS MOl AT oom RFA06 NE-Ts0 OF EC HEM OF \"'EKED UNDER EDGES) �E NMI 11E�M11mR IRE sm.E Or�AM a NYEOWI�W�Y'ACIm m 'O t V M FDai N-�comae.al N INB.'Eo n DE MOM 4oENNR F4�- ;4. emom RAN art PRE sou TR E Lonni moo/ASCENT ro.NOR El A T TOE COM m INLET SOCK DETAIL Nm TRE mai�e 9MN DR An N O NEE.cow.cm NEMN. mFILTER FABRIC FENCE 1 me mos oR MI6 WO NO m om OF moo MCA To aRPER MEN Loo s momyj J ❑ ❑ ❑ 0 CONCRETE TRUCK WASHOUT AREA N o !MIL ITI4El INN. 011 Z 0 Imo oR INTA Pm DEMO NOUID sac PUNT ROTR-OF-wY POLLUTION ��B` O %� j RB/all® EL •EROSION AND SEDIMENT CONTROL 065 N MOM TO TIO'SE PRESENTED ON TIE P1AT6 AND re FILTER_ TmnNRF .,\\;\�-\7‹,<`A</</\\;,c/t<-</:z\:\:<A,o.\r\/,o.o.,�.v\,,..- � i i SICIN POIIDTgN PREVEEMON PUN(SWPPP SWLL NPUNDTEA AS NEC OUTUNED 6'ME EROSION AND SEDIMENT COMM PLAN(ECP).BM siANGEIENT PRACTIC6(ESS1RY DnveIOu a IaTEn FANG r/�i.r� r m PREVENT TURBID DISC NRCES PNOY FUMING ONTO M�mCENf PROPERTIES OR ROINE/N.OFT SITE W Mm 1RDOALlei I'mN STORY WATER CONVEYNE S OR RECEIVING EATERS.OR ON SITE WET AN DS AND SU FACE EATERS. �_ FATnc < I W YNPEI4EAN;97MARM @OIE1tryEBAPSSINl1BENESTGNED.INSTAIFD,ND YAMTANED6Y,IE 9TE OPERATORmEN91RE,HAT OFF PP - FUN F00 F/!RC PORE ELL EORI NO TERRR 6 EOf aMOFD ro P•ITFMf 91E SORFACE WATEN OIINIIY REIMNS fANSB1EM.ITN SFATE AIO lAC,1l REGUATONS.(71E R1R1-0FF mom LFAVRO 9RE CPEMTGR IS THE OMIT MLR OWNS OR CPENIES THE CONSTRUCTION AMMO,NO NS AYTIINRITY m NO TN PROFlLE CONMOL ROSE ACTMTES a TIE PROJECT NECESSARY m ENURE NYPIUNCE •OFF NE SIItFACE WATER 06CIL4RiE5.o6CINRGEs TO THE 164,OR DArANMCEs TO OIISRE PaT1Ar05 IN;s/Oi�Oi�� �\, i/�� A Tovismoti SEMEN pRONT� OR SURFACE ENDO OM TU MINY N EXCESS OF 6 PEP ELOMEME MIBORY IMTS(MNS)ABOVE Y �,fir'//'/'ir. .i•/ _1 %r=—% FNIRMICE MO PUNT sER-0E-MY IN ERNN 2s FINOS�7IOCCIMmOE(Pit 441 126 S00R CORRECTED.SUCH MOON�:4411111611.09 ))0 TIC U• g Z_1S �„�I REPORT SIIAIl UIGIJOE TIE CN6E OF 11E 06CIIANOE NO CCRRFCINE ACIIOI/S 1A10M. Z i v. Sa4 •DE OPERATOR SIIAIL INSURETINT ADJICEM PIOPERIIES ARE NOf IMPACTED Br EN LR0910N,OR 2 Ip SECTION A—A PLAN ,� I OMENS of UNCONFINED PARTICULATE MATTER INAA CIONOE RRTHI RULE N-296370({xt)X. (n a n FAG..BY TOOT APPROPRIATE MEASURES TO STABOCE AFFECTED AREAS. � to n w _\\\\r -- - Z z < SEE IERFaFJO fiNM FARIC BAI6®t Eva ,/� •FUEL NO ORER PETROLEUM PRODUCT SPECS TAT ENTER 6601 WATER DENS OR RATER BODES• Q FaR NUFOREA FLIER FNNC BMNQ RFAIMIB0IT5 r///// OR FIFE. OVER PETOIEUYDNELPRODUCT SPECS 11MT ARE N EXCESS UA 25 OALLN6 SImLL 00 J U L•NNE• Ds1M0 �r�i.: RAC CONTAINED.CIFN/FD UP,NO IIIEDNTFEY REFERRED m AN a INTER 0LI/LLTY(NE Mt261AOOD; D w o EI MIdNIO �\/\�� sOR-0E-NAY F� 1.04m). MOLLER ORONO SURFACE SPECS SWIM BE CLEANED OP N SOON AS I t g i:;: I/3L //Qp•; 1wy ei ./�//.p': �� •N CON ANNATED SOa NO/OR UIOUN HATER 6 COCO/F7®DURING DEVELOPMENT OF THE SITE,ALL O Z �i 5 PEN N N THE VENN OF THE CONTAIN/AWN SHALL IMMEDIATELY MSE.AND NA a WATER CL AUD U caftan 9A COME ANNEW--p37 To •CALL BE CONTACTED(PH:90.861 5006 ENO S{1261AM} z Sa z OR WI NN NON � YmIMM ss T awane OT BP YOm> PLAN VIEW •NATIONAL POuurANT ESCHEW E NIATION MID& ~ < 9 6 i NH SNOWS o •' j NE0 P6Millo s1EN TORE °� dpS' Z O rc1. mNMRRI IETRIN s N MOM M CONSRICmN ORARENs me w PEER.R14mEVG M YmE = mS/•i• / .• J`•••`%•. 2. ON N=MO MO M miloiNTION CT NM mama NM NNOs ITS LOON.NOI mo1ENEMC PERMIT COVERAGE OWL BE COTANED AT LEAST ',i�A��i��%.�� �N 1 WETS NONI ALL moos or om M CNRMOmm WOMB.NouvaION TOR OOOI NOS ERI IVAE THE 6HOURS2.621 N�(A ail EOM. -NOES uCd67R1aT10N COIEmIFFAmR N ACCORDANCE NM RIILE� �///// — SINE ADORE9l$11m0Es NO E�1 I�QTA E THE 30A11ED Od61RIR.TINN FAR. 4. RIB/NM M 11E COmRIaTOI DONNAS.NE N 61 LEN TEN ST EM MN TO -A COPY OF THE CERTIFIED 606 NFL OR A COPY OF THE FDFP COVERAGE 0. (_211014 SECTION A-A A�COO1NmME A MIN NNE AinPNAEE aUTLLT INNER lop PORE THE Tom Rem CD! iTON CO� W BE PEERED AT 7/E SIREN AGGAICE srtN arc OF ORLANDO mu ITN® 1 PRONE PDCOC TOP moos RNl manna.COIF AG R EATE To OMAN THE Room IN al�PERm Oo•TN oN NEN swim sEco 6 Non TMN NOT. -THE SSPPP SHALL BE CERTIFIED M ACCORDANCE WITH RUE 62-621300(4)(AWART EON NNOIOS a PENmIG4LY TURN AOOROME 10 EOM A mETN MIMEO SURFACE VA.6,FACE.AND A COP!OF'ME ammo DOCUMENT SHALL BE SUBMITTED TO AIR a NARY AT LEAST 46 HOURS PRIOR TO THE C MRENCF'NE T OF coranUCITON JOB NO: Qom) I. Nlli M1NE MEMOS of mRE 100110N NUKE PER CRY OF NUM CODE �sNmR nAE® wMWwTm CEMENTSTAEEmO SOILIRESIOE ADOREpIRE OR ODEF Fu MANNA N N NonowN OF TRmNMSS OF 6 NON .A COPY OF THE SWPPP.AN COPES OF TIE INSPECTION AND YNTEMNCE RECORDS DRAWN:FDO -Wm0 MWE ON OR ONa NWTOm MOTS PIAto NNE m LDE AD Mos 9FPORf SHALL BE IlA11TMMD AT TIE PROJECT SIZE,NO SImLL BE RFADLY ItlAISAMLE NINNE mood mil NON ARE PINED N TOP OF DODNO SOL N M Tout:ON TOMES OF 4 NNW OM ONES AE COT FSCOIRBOFD FOR NET PIIUCIn mom EOM CITY Pt STATE INSPECTORS PER THE CITY OF OR ANDO COOL -9 WM PONOROEO IN NKm ANON PoFVOOVRNI snow Mmes. LT m NS INLET PROTECTION BARRIERS STABILIZED CONSTRUCTION ACCESS • THE DISCHARGE OF GROUNDWATER PRODUCED Tw+aDHI[CENTENO.TO SURFACE WATERS,OR m ANY DATE NOV.2016 PORION OF THE 164 WILL REQUIRE SEPMAIE PEKE D O FROM THE FLORIDA DEPARNmT OF EIND6661A.PROTECTION(DEP). peturRS)SNLL BE ammo PRIOR m THE COMMENCEMENT OF PLATE s DOWERING. K IY •PURST�Tel LREQUARE�TSSOOF THE C ORIANNOmCODE BE PROVIDED ro AN k WNFA SINE NNE C-1 4 SHEET OF g g ii '/ ig II 1 ill f...w il il * 4 t a J® l '�8 y y T Rrit is _ ytx1 'li � ' J� . F8 � � I41.t. s� I s yr■ : <-4 �1 8 JEli N It 12 I O uI faii f m R 1 I ,1. ill i' fi ,W g'f p I * q € J i `'N•itt�' z 1 n t� - ��:"'' a_ r----+ `' w ILO I 1 I I ' 1 •----• I I 1� I �1 t RJ • a •� ''• _ is �;,' • I R 3ry,s 1 4 �111�1�1 I1li. � ,�, 1 t i ,Of ��11.11: k � ,E I (1M 000 4 Ijll tD 1111 Illt"" J - I® � 1 � ' .... 11 niI , ' ' u / , \ ', `I/i'ih F^ o ,. A .-. w ^\ 1hJ1 1i1i11 ov !PiIP1 1 I ,Z 3 I�1I 7 PP; p 7 11:o N I Av N1t ' 1 "S4114� hhh 'e ,1,1,jljlj I.. ,:' Um1 111 .14 if 111 11 1'II11 11111; I' 1.1, 1 dl J 1� :Tn' �„N — --— „ 'i'ii11' -,. D. 1 al F @ -.,c1c � .. ,, _��'111'.,.I1i I W1 11!1_yi�lllireiir ° ——�— - \ 1�.�'_ `\\ 6'a /p' -�-- a ,1 `BRICK PLANTER g 1� m- 9 2 `✓ l i%ds!3C:�Ft:°< ;!A;NTEYAf.4F EASEMENT w\ R �CQ 4 EASEG 6Z: - A �._� 2 Gn. I t OR9 46C 3. PG 5::4 ORi+ 4663, ,. 524 o 5) ,.,.,,IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII,.,... m P g g ,.g..g., $ig_g;ogd�s- °s��:xMr --tee" 11 le A A gell Nil€€ eiilli€ €ggilliellgg€€€€€ €€€€€f€€m omm,ss� €€ 1.1 ii � I ill €€ (41.... MMM gi i I i al M 1 PI T , ,T, s m _ H & T CONSULTANTS, INC. Bau ADA IMPROVEMENTS ' r .. o PLANNING - ENGINEERING 101 N U.S. HIGHWAY 1 m I u V x ' & 9310 OLD KINGS ROAD SOUTH,SUITE 1001 TEQUESTA, FL 33469 9, l v A m T JACKSONVILLE,FLORIDA 32257 4/18/17 PER CITY COMMENT ,t I PHONE: 904-419-1001 FAX: 904-419-1004 TREE & SHRUB PROTECTION PLAN DATE REVISIONS EASEMENT EASEMENT ASPHALT LANDSCAPE CALCULATIONS. ALCESS ORB 4667. E 624 : 01 i a 1 FIG K m lwr EN a / ir FOCAL EE AEI. SA IP .-, =e>, ./PIC NO* R ZOOS CCPlCMI SIP NW PEWOASS OS la I \ t. - _.'.�'cv?t ,��N ■ / VS WA 660,.wv.-AREA Ole Y. �,r� '1 - - •.... Z LA NISSE NSA PIWC6A ITV Y. 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'•�-1111111111MMICPrINIF.- I _ �_� \_ Z N � 137 2-3"ROEBI N11 PNAII- C 136 3-8 LIGU TRUS PATIO TREE ``-i00',.'IS' O�d0>dad'yAit,>�,d4d4,, a.466,".t,0 u• &�I.� � ex ��� Z W n $ 142 20'WEISS TREE -.,O O%LS>da4!A6A9 ePdv��'�ti.0�� 1 \ Q 2 143 24'TAROKS TREE ` I- (x LL - i95 30'SABAL PN.Y P6>tN ,PROPERTY LINE' 6: 1TREE 1 - SET 1/2"IR w -, _ 272 6"COEN PAW3324 12A SPILL 1--a..r T1ura L.e LB 7833 Z 1 p _ g i 376 10"SON.PAID/ ASPHALT 1 0 E u $ w 377 e'OLSEN PAY Z x I 454 6'POSTAL PAY L - 465 2-7.WRISTIMS PAY 1 Q 0 6 m 4e7 10'SAS<PAY J W 466 Iv SEAL PAY 1 .� (L 4e9 6 RIBBON PAW 537 6'OOEEN PAY 541 6'BASIL PAL/ 1 = ' b 541 3-3 6'EEPNIO P000OARPUS 1 i sax e'sAeAL PAL 543 6'CHIESE FAN PAW s63 6'sA9A PAY 617 e'SABA PAY STUMP 1 66 1r LNE ONL C ' 66 a P6E0/1 PLUM 1 _X 666 4'PIGEON PAY lJa'1 664 e'SABAL PAY �l � e,MEAL PAUA 1 697 4'PIGEON PLUI 1 � � A 10"SISAL PAW 701 4'UElSTNUM PATO TREE 1 727 10"SABAL PAL/ 1 JOB NO;2016.45 749 10'SA611 PALM 752 e'SON_PA/ — - 753 6'IMAL PAY DRAWN:K.S.R. e 43 2-3 ROEBELEIN PAY 69 2 121T LNE NC lA PAY NURTH CHECK:SOH e93 11'SAS<PAIN 936 6 KOPSM TREE 980 e"LNE ONL / DATE:3-3-17 961 IQ'SISAL PAW 962 6 WAAL PA/ 963 3-2'LWSTRUI PATIO TREE % PLATE 96a 3-2'UGUSTRLRI PATIO TREE A&X LAND PI�L'N7�QNF vamp( 965 3-2'LICUS'IRLIM PATIO TREE 10'-�'-- 1(1' Inc SCALE: i'.10' ,m.m0031.4avFwst o�.10iNid . AiriNO FA+Abs+mbM/ n.�iw..�" SHEET OF • Omani Nolen and SmeMcoKana I. Prier to a.n,huelbn Iho landscape eemhacer rill ho tapenalW for la.tng J t~Z.r all und.vtwla Nall.end MW ovoid damage to all utMti.aiming the A&,'X LAND P��j&gFfl(j.�d r � mune ef Nr wart. TM Imaempe aantmaator b maenads for repoirIng any rye, IA Z a all damage b ulata,structure.,sib.Dgatanrea.a t.which moors wAwT�li�[ � t. O 2. whas et a0�edNlaar�dametntol to Want h an.naunbna..NM a,nettle L1B landscape tenstrualion. 6► t nw/mV I caacN NAME I uTw IBA I SPACING I aPBf]AGUfONe I 4lunvE ,.,�+.o�isacaWiva.revR7..a•.m U s MI,ethane drainage condition.er obetneMru.miry mmar's rapr.eetntlwe 61a R I Peet lYYtlu IbIM I Ilea a attwulu Ent Rieke I 1e Yaen I D'-b'It,1'god.abed s'aWr but Lim native aalArasxalam.� z u a 0 • befog*emir* 70 &Na1 Pat Basal ueYrLLe As short G.dear trunk Memo TM WA. a _ ¢ 3.AN p.1.nmrl ho heaNM,Agorae material.free of poet and disease. 4.AM Ina•palms,and shrubs Meg be prod."Florida Fancy par Grades andree callvo bens We_ m 4 - Standards Pa Nursery Plana(pad.om and M).avoBeble through Florida 4 Coco Pqa CUrtleabalaros lmee D'on 74•K x 74•spd Miaat Ng s.Leer tY Ml1vr 3 Dept.of Agriculture and Consumer Samba. 4 Oran bland Place Flee�aaaarpe been blond' 7•en tl•K x tl•ePd Memo Nil a dome Nei nonce S.AU plant material must ba approved by theLandmass Architect Won NO IH dogoil ge Hollkl Ilea Welle la HMI's OWK 2'en D•ht.x tl d.•op Mama NH 1 demo 71%mote Z tM plant merle Is installad. MC 222 MO*6eee M/iabapb aapRtrs 3'co. D•K a G.epd.minimal NU t dere. 33a maims 6.Any ahonms to He plant material(etat type.etc..),IrtigaDon or any other deviation, 2P to Coontta Tile poslia 7'en G•K x G•eMemos.mwal Nil t Mara 37nerves n from IM re ef eal be approved by the Landmap•ArohHee O�U1g �CO !3A ein m strdas r prior to IM Mang.being Implamented by Me contractor.The aenhaalar Df !g vuboeud Fiat LIN DIaWb 4ama lm Variegate 7'ea C•K to G•opd/MIN.hall t demo Net Native DOS o f. mud pride mitten Drool of outesatan for any chews. fW 140 Dmett r Mesa Hboca WWII. 7'oe G•K x G•dad.mlabta Nil t darns Helve 660✓. \ � 7.All plant fa be field grown or container grown as indicated on plant Ile. ovor m o Store Immediately In shod*and probe)1�weather. If plants canes be planted �a nise aea� N .1..",.. p rely upon delivery.properly lee tout with mail.wet t man. CONTRACTOR TO VERIFY ALL OUANIMES rJn a manner aaplable la owner s rep. De net rem coMatt er grown Nock from m remover om embin ,drill planting lime. Probe mods of Want tram drying or NOTES: r • other ramble blur,. Keep plant bail moist of at times. Q L AM pens shall be hlangulor yawed. 1.MULCH ALL PLANTING BEDS WITH 9'ORGANIC MULCH. 3 • D.Obtain awrenamb beg.tab far a Notting area.ems h.pts prior 2.ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ST.ALGUSTINE SOD. CG b ean of hme pits.Test car be pen OI eed by an*spread soil.testing 9.ALL PLANT MATERIAL TO BE HAREM NO. OUA TY OR BETTER. w� thada laboratory and how inducts trfaly end.ultabn6y analysts with written 4.NO Sl13STITUT10NS WITHOUT PRIOR WRRTEN CONSENT OF THE LANDSCAPE ARCHITECT. ¢z -cn necommendafiens for ail amendments,fertiliser and clernlaal ceedmener capitation 6.ALL TREES AND PLANTS SHALL MEET MI SLUM SPECFED SIgB IN INCHES AND FEET,REGARDLESS OF CONTAINER SIZE 3 L..1 a-in rotes fa mare provocation,planting book/a mb,and pee maintenance fertilisation INDICATED.WHERE DFFERRENCES OCCUR,THE LARGER SPECIFICATION SHALL PREVNL m <a- program. Subndt a copy of sets report to owner's rep,end landscape architect. B.ALL CA ER SIZES TO BE MEASURED AT 4S ABOVE GMDE 1-W 3 MT 10.Add sail amadman re d.as eaquantifiesnme ded by sell WA Inquantifiesm n.oery to bring 7.CONTRACTOR TO VERIFY ALL OuNNnnES u>O 0 son mlaNn b pin rating of Mween sot and 6.0. Ylrr.ale used for pin arr.elbn Man be conmerdal 11.All plan%and pontingpareas must a oompNleh.mulched as maenad with =d •=� Home f31 inch.a organic mulch.PIMM 4"minimum o Brame of mulch from all ��co a J shrub trunks and Ir minimum abaame from all tree hunks. H Q 1 L TM landscape eenhaabr is mp*nsBle for vedlDing at O.nta.Mown on Z 1.1 1 Home pans.before pricing IM wok. 13.The planting shall den.in be de In amordaho with acceptable horticultural proalea. Q co ~ 1- al This b to include proper planting eat,plant and Ins pil preparation.pruning. O F 0 staking or guying. rapping sp raying.raying.fedasaHon,planing.and adequate 02 maintenance throughout Ilr re wired maintenance peed. m 14.The land maps tractor i responsible for fully maintaining all planting - LU (keludbg but net limited tat pruning.motoring.fertilising,cultivating. '�� weeding, Inge mulching,tightening and npaedng of pu�tenoning Mont to proper grade r upright poem.,restoration 1 plant •and furnishing Fail STAKES SECURED S FO - _ Q ed applying such Pn� ry to keep(roe 1 Insects and dise*m. The TaRR HIED TIME WIRE Nike L•• U landscape cenhuctor s pamlbtNy for Inewme(endue.of replammenl 6LLVAM7ID f7F8 WIRE within IM Dumont.period)Mall terminate one Doer from the dale of final (n epame by owner and landscape erehlted. AN ALED LE D GAUGE ee Q NIZED 1 S.ul In palms,Worn,and plant alarkd shall be warranted for*pod of M CO 7EEL 7•XLLtr a. LEANTO Z Deer eNr completion the mire e1 eomen and aaaplanee probe final acceptanceFLAC9 Q m1 all bnds.ping undo,this C*nhaei shalt con ettuta IM bpinni g of the mount. SAUCER-LOWER THE F.gN a ead. Replace,in accordance wiHo the drawings and modfloat.a•eve pants that ORME OF SOIL KNIT MX Tel of ROOT Ylt FlLat ore Mad a,as determined by He owner's npreeenbNvo•ore In on unhealthy a To NOLO WATER 1111111111a, ,� eaTN EUtstR1G GRADE 4„ weighty condition. ve ion.and ha d.t their natural shape due la d.d breeches,or other am Ie tee contractor's npllpenee. Furnish and pant replammonts whist ' -= comply with requirement shown and minified. warrant all replacement pans for one * _ t � year alter InaldbMen.TM eoe of who ropaaameni(,)In at the eenlreetel.o:pon,e. Oilill 16.All plants are subject toappreol by IM owai a rpreeenot p re. Prior to anting, •"s _ / PREPARE MANTRA - old Inn and palm.must be append by the Done,or ormor's raD• _ PER SFECIFI. 17.Standard.a forth In"American Standard for Nursery Stock"meant ♦ _ NIXKIN specNbaMm only and Mall c naaute mlemurn quality roquImments Ix plant _ CATKIN cal. I6.At the ea cluelon a ih a^planing.N IM 'e rep.a owner has boson to e LL�lea''m ballet Meet the plant not of IM specified gram,he will request a re-grading � Dim Lj pro or Inspection.and such widen a will be the basis fa requesting replaantenl f GUY WIRE 12 , l / I Z - I plants and/er legal or ether action amorddng to Lew,should this become nmassary. ANNEALED GALV.STEEL Lee - O w ar planting pre-emergent wood central prior to planting. _RUBBER HOSE Z n- m j w.NIlow b a Inured wIHo � a 70.Contractor llplatIs er Met thlt Me wombs waterloo, TURNBUCKLE(GALV.) \�i� -, 1/7 ROOT BALL TO BE RUSH WITH ~ to a �'f II plan Leal II Itaolihy end ail 21.All disturbed area.to M sodded with St.Augustine as noted. , EXISTING GRADE. GUY WIRE OR PLANTING NIX erc 6•CLEAR AROUND nee' Q Z 8 C . MULCH(3-MIN. ._ TRUNK AND tAPS 71EE00 J Z in o e 4 EARTH SAUCER 2'X4•X3'STAKE STARK N Z in ►+, '�.7 7Is "8, r\•afd �eere,��L, r- _i-i_:pe�. FLA6s Q U � e LAWN AREA PAVEMENT `r '. s TOP 1/3 BURLAP U Z Y a SOIL AND ROOT LAYER (TYPICAL) \-_ -=�_ PERPER SPECRIGLTION PREPARE PLANTING NIX ~ Q ] U act TOPSOIL AS SPECIFIED 1/2•"EDGER' w 0- O Z =., A. , SIDOOTuL T;LA"R no COMPACTED PUNTING NIX PALM TREE PLANTING DETAIL = a u PARAL•::i ......... •:I PAVEMENT • n i111WED GRADE 7-�RDUGN �\` J SPACING w :4 �, GUY WIRE PREPARED PUNTING MIX 1/2 01 01 >,/i. ((,� 'I''BF n -��► CINFAR•YNIJ DEPTH r 11 ''IfI'!:' RUBBER NOSE r� EARTH SAUCER FROM TRUNK CULTNATED SOIL ,On t�--i-TiT GRADE let y x Vir�- JOB NO:2016.46 LIMIT OF MULL �- TURNBUCKLE DEPTH VARIES , WITH PUNT `r�T PREPARE PUNTING MIX DRAWN:K.S.R. UNDISTURBED SOIL �^ __� �'iLt* PER SPECIFICATION NOTE: _._._.i,U;;r tliP-y-'':,'.;Fv OHECN:SOH EXCAVATE AND PREPARE INSTALL SOO SUCH THAT TOP OF ENTIRE PLANTING BED • SOIL R ROOT LAYER r3 LEVEL •d TRENCH EDGER WITH TOP OF PAVEMENT DATE:3-3-17 PLATE SOD DETAIL TREE PLANTING DETAIL SHRUB & GROUNDCOVER PLANTING DETAIL L-3 SHEET OF ,'�IQINCLER L18T aVf 71:p 0.1IU4P 66»-11 IIMPI J1CN I M41M4 If14R1 WOW VALVE SCHEDULE f1r M Pol�ur fr�wga ' s w ■/M N w>• r1N a 1arlre I fww I * IPS rw rww ' f■r IT RY POWS 1 fa Y Y af► An = ■ Si Al Y Ar ■w -1ilMff 11-i.. -.=Ana= 1 ' Qom- J 2 f is SO Siar MPl.i-�.. 5 i_>i Ma. 1• 'if ■ f 1Af OM SO *Se wa >�i._'.. ::=_w_ f■t 1 �� ' - IK � V ware xfal■I■ CONTRACTOR TO VERIFY ALL OWMRE `` = u C o - ACCESS m EASEMENA' ASP PLT Z LESS EASEMENT ORB 4663, PG 624 -- IR \y NO j 1 2 a 4 `"'- '� '."`- is_ >_ ....x`rb •.r rfe,as:rs-+�a �;, � �3'Lc�. c ,•' \ '� A,fY -lfS��YCcl1�■a�irfar n�raaelaa�al4�rrv_-a�� ��•biti f till', '^ v ! `ci y r ?� \ s�� +! Wit-`� , :c� A"'AN-�I•• ,� A �:� tak:As ., N,.--`,-.�.. Y. _r h ���VFle �Zll: ��i I I ' � '�' 3 4 t � �, � '1r �i , �� rr{t P' a�Cc,r` I ;' f�,._r-��,,�wage/�3� 7 ,aS a z Ol 4�\. f9 J4'R. .Y/I' 71;''F'rA!".'�Rt i "A �_ Q W 3"'T 3 3i'R C. I . I�, ' !I PROPOSED BUILDING 1 '` CS .. I / i.j ,K,4u��r .: AREA = 4,000 SQ.FT. 4�. !`mot' ,-a Dw z r 's. F.F.E.= 17.3 i aVa 1 a o Q �. "� LANDSCAPE& MAINTENANCE EASEMENT 1- w �1c, t x`�'y LOT 2 1 ORB 4663, PC 624 3t H d C7 ?:: } x I i m z 1`` �I _ 41 • Q I I I r, ��,.�.,.�C SHOP P $4.4 c- ! 1�'i t, 1�� E(.'1* 'f c4 .� , r'fFn/' o %•%• o .1 ,.r �� �",�S � L5A \N ♦ nF .n ,, 0110 i.u• • CO Lo Mainline,Valves, 4 pipe locations shown I . I m / I 4". N 8 8 for graphic clarity purposes only, I ��I 26' ACCESS AND DRAINAGE EASEMENT ® '' i H all to be located within property lines. i - / I �� F w I '* I I _ _ __ _.. _ 25'.,. BUILDING__.., SETBACK _J ay , a i < o ' - - - -- - - - OfLi? Jz8ff IIIIMMF w a hm = W o 8 /' ,.. k 1 t iM � • r.q4 W z e , Ir It - VA' U m Z A o s °' W Ofr _ O 3_t O rs .'d% e Cr coNc sN Z x r. .G' s °;■q — 3' LA VDStIALC /BUFFEP. - - - - - - - �� y --- = a 2 ' g Mil ' .. J s ! sAN\ _ -'.ram ,l1-..!----"'"'r .. '-' Or--..P.'- — _.A,� f/dr I \�wey4 ,d�o�i10�o ;+"6'a'♦•4'6 a� s a a a a a a►I� TIPc SAC I ♦I. /S® bye A`=-a� �� �.�Ate �v( PROPERTY LINE] ; SET 1/2'IR - LB 7833 JOB NO:2016.45 ASPHALT DRAWN:K.S.R. NORTH CHECK:scH • DATE:3-3-17 �% A&X L9LND PL71,01/I 4G&DESIGN PLATE Inc. �. 1002.11a.. L-4 me.meam.re,scsasAacosn..=>a......., SCALE 1-=10' _itiSIU� SHEET OF s Z • l ,,,�,__ w _ ,� `EOERIOR MILL'1 FINISH GRADE � 0 WHIMCIEARN(CE PROTECTIVE S ./ FOR DOOR OPENING E3xa osLl� U rc m a YODEL INST-06 3 .• I SPRAY READ I. ® f I L PC-XX00 I I:�:3aL to.5S 1 b 4 I z , I . i CONTNIL WEN:IN ELECTRICAL I 12"MEL I I/2'STREET ELLS CONDOR. SIZE AND TYPE I , n n PER LOCAL CODE i I/2•SCH 80 NIPPLE "Z. ‘`Ls < ELECTRICAL SUPPLY CONWR, (LENCIH AS REQUIRED) � a o CONNECT TO POWER SOURCE (1/2"UEN STREET ELL J BDX INSIDE CONTROLLER ORECTION CIF FLOW�j o. PvC TEE a NOTE5 CC aevptplr Comactor feweWI ere• n` OUTDOOR INSTALLATION PVC LATERAL UNE <Z 3w>m MI P,Fo end We odr paving shell be pYea In M F1�,,�,,,,, g¢< Sa.dr It P.vG brew rw nr Aa peveew *NOTE' ^LLlLL11AW INST-06 SPRAY HEAD =1+1 Tow•g.Ieeglhb wywer win x•e.M.sere. SPECIFY 4,8, 12, 16, 20 STATION MODEL CONTROLLER. ND 50A' INSTALLATION DETAIL w0_ =4 wNNe Nell be WWI to provide a New carer or ell, MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. 70_ rn.MI LAWN lw,wR haven Wow or P. CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC SWING om vie iw Ca0400•Nee LN4 cane to moots piping SOURCE. ^ WILKINS 950 XL INSTALLATION DETAIL — I-4 �V) J NBpr�MlenWOb�aa a or tree wry PRO—HC CONTROLLER NOSCA -a Za overawe ow bakers NN we miaow 0 f}�,,., o u coNwol®re9 to be un NE.bum brl•L NO so'LL [BUD EIr IRRIGATION DETAIL m ~ p m wt•a•NNW min Now amok - Z Wife Mutw.ma Owes Reprew.•tnr O_ bUe 6rWM.Mewls,laankMpMlaae H M.% N anbbrg LOC..eva ref g•pllc Wil gi ,(.D C.w.o.rrpeogeo rer IONA MlgWen cover v AB Niemen now to be p•baee blka4 WNW Walton Wee tor 9K�Wag papaw°'ek 21nICV-VBOA FINISH GRADE •.•.i�1�1•: vNw low louwa ease far pyNe Meng Napo.*er+i Irrigation ryrw W18ee to bet weed • 8 fen pre owed In•Waugh any Miro. .4y WNW.dons ee doge apma d S.0 re / 7 PLASTIC VALVE BOX w8 b.oar to ry M nm svae S.pre WITH COVER ..caw wovgra PIPr9•...4 / A' ` '— FI� dtADE I PO LEA VALL—� iia& ID. DE{p•PIGN 8PECWCATIRI // / MODEL INST-00—O_a�v6 &WOW A9 PVG.B•Fated W/AD.L ARC NOZZLE —LEAB VDES ID❑p1RILL1R SSURE REGULATOfI MODEL INST-lipIMeter.era..MCi(e Z 1SPRAY HEAP p© COtTIIBOIlklt Wall AM+CRtr•In•eeS. V 8 abull•M flee owe.HC-ILS-Flt.-6Z0 60Lf3KJD VALVE Nnw w IC/-LNG-P5-4a-ACJ O I/Y wive ZwLocation ewe T r gr pHe clMty (nNN•O'ELL-PVC SCHEDULE PVC LATERAL UNE F W n aE8 WIER SCIR CE F Wien ee peg War HaterCONTROL RE - 1: Rela wily Itc•uaaa IDR� Q Z OI6M IBIo-cLR DI xR awaCE woE rt �Ca7,-',_ � a §, o 1 Bacaioe HENCE ales EBOMT-IOC or earl VIII R CIRCO 111 IBOSIMTED MOFRL w Loutbe cape for gr pNe MMty IN KIT 8111E RUN a WW816lR�PMT. � FlNISN GRADE � W p TO SPRINKLERS / < a• RwNGAT1CN IFAO alter oW SCHEDULE 80 PVC NIPPLE (LENGTH AS REWIRED) PVC TEE Z I M tJ.- Pro-MN Style MAIN UNE FITTING 1/2-STREET ELL III'.11 Z MAIN SUPPLY UNE \ PVC LEE U Z Y Z Y PVC LATERAL UNE 1/2"SCH 80 NIPPLE �\ H Z N p PIPE ND PPE P E �ea Ter all ma law Wei Wr•I ace � � (LENGTH AS REWIRED) \ d O I/2"STREET ELLS NANLpE ever.gee.WW1.OD WC pipe abEitar. MINI-CLIK �I�v�,�,,,, �F�,�,„ 17�y�,�,�, = m x I wa rem. —0 LLLBEljose 1.5-ICV W/PRESSURE REGULATOR __�D,ALI1lAG1-eIN5T-00 LLI.LU ke. INST-12 SPRAY HEAD 2 DRIP LRE w oewe�iNw.r vA.cam rl.A v.Av N0� INSTALLATION DETAIL —0 yO,tLL INSTALLATION DETAIL INSTALLATION DETAIL N3 BCALE INSTALLATION DETAIL o fLowMRCP RIGID SWING wt•B.Nh Row oetr.NC-Iw-Fb.D LOCAllp6 CRON FOR alms Y GM, = B MANNA VALVE Metre ogee CV-56-6(I N•v va) LCCATIp6 SAWN Pip!CLARITY CALY JOB NO:2016.45 LANDSCAPE PAVEMENT DRA :K.S.R. n WN FINISH GRADE>1hitANK4y{+1feFlkAliryRitifaII.WL FINISH GRADE z .� CHECK:SCH . 1IDATE:3-3-17 S�LATERAL LNE � .11) b MAN LNE R 8 x LAND PL TOONG&DESIGN PLATE w10 SLEEVES Inc �— PIPE DEPTH DETAILSIvema� —0 PIPE SCALE ,s �..�'rpA�,Ae >�✓w SHEET OF Z W I S ¢V K W a ,"r f?t. 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' landscape siripat�rgi pro0i<rilt.l0**44,04..41: m c3 Tl(.*trees,are'rettulr4• .e pra7perty line„3,41 on center.06e:tree E Tf►regtrees ate re,duirprkalaxrg �t prvpertjr Ffne3ll'ail` > 010%*' ''east"pr . lirtr?;taaggrair d.; center.:Onetree;arortgt :eastrapty lir :wrasgraed: 3 A i e?4.00#0.k�1: 0,ppety 11*?A oer*NO i►eeigeaxf A dg isregnlr$1 of , fe est°propetty:ffrer. 4'afrerill.No gook eastproperty1iAe: wa d hedge-aflng#eaastsproperty inewasaranted Freeskarrd"Oate.cancap perparkleat ininetreesr e�wred),seven frees were Qne cenopy#ree per parltrr isfarHl(rire frees regr�iretkj:seven trees were gra4filor�epaiiit isran4friiti*ittli t graritedforthe0410 1.4 riiisi4ment - A 1.01iiri apeAiltiii i`etp000..al,g4:the .i4i proper y lime;,o4 ItiiiWeatie A ltY tanc.1.*8pe Strip fis r*Qdre CItl,t t e south Property lthe,a 3 taiitk:oil e strip :;gratrked strip tom '. r •No ggiE;so 00.0 t4illi,,Rtr:**t0f040.iretl., 47.on cet}fgr 4$1i-eesatOnt `Alta tiv . 00001#Brie,„M*,i0 a Wired,.V On Cei�0. sbc, esalrir Z 8 g � - F,00: X.:PY54** thesoud►..prflper.40.ne 12',overali i grarrted. 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E OPENIID TDYIAL E IE "'DOOICOIRINCIEDBOIDIOPADUE.TER..TER.AND WILL HAVE LOCKING PINS TO MOLD .$COWERS WEro.90 1 I PRENOMED SOLOiNEI TI THEN OPEN DURING SERVICE.THE DOORS WWILLOWE THE SANE NNMRA.FREE APO CLEAR MONO WIDTH AS THE BO I ALLSMSAMOAIEDURINGDURINGENCLOBNE RIN Iva E WIDE OPENING FROM THE INTERIOR OF ONE DOOR TO TO TIE*RENON OF THE"'POSTE DOOR, % BOTTOM I I l N DOER NOT TO REDUCE TIE OPBEO.WOO..ALLWRDI..FOR TIE DOORS WILL E ATTACHED TO THE aMSOE "'TIEENCLOSURE i SLAP WNFFIICAL.S I�1 I PREMISED A.UNRN GAST POST WITH AMID NOFQI SAFETY BOLLARDS SHALL BE INSTAL.)WM.THE MEROR REAL 2P"'THE OT.PSTER i I ' I ALLI111TIINCAPS ETNCd<CEIE • <ENCLOSURE A MNNIN"'aC CLEAR SPACE FROM T.ARMOR FRONT 6HK E WALL L I C111 FOOTINGS A IAIN OF SS•POST HDDIT PROVIDED FOR THE DUPSTEN P Mon.am_1A E SHALL BE WALL 1 PLUS S.A GRADE LEVELCONCRETE SUB AT A I O6 TWA A.DDD POUNDS PER SCAN.EON NAL SE F I LEA4URFDro MP GP TNN TE DaPBTENroESET ON PALE OSF.NSIONB AS THEIINTETSOR"'111E ENCLOSURE) Nancy Everhart.AMA,LEED AP I S.A IOWAN 21'CVERRCAL C PA,..=MALE PRUVUED OVER THE w PID FaTER A OVER THE SERVICE VEHICLE • �RkhNG B Salmon.LEER AP AT THE POINT OF COLLECTION. •T ALL SOLID WASTE VEHICLE DRIVE AMES.°SOLID WASTE VENCLF NAPEUVERNG AREAS(OUTSIDE"'TIE 1 I-m,.wwl COLLECTION STRUCIBHALLPOVOEAMMMHEAD LO YONES EFiON PNSED GRADE LEVEL TO LOWEST PART OF .. Imui OVERHELO WASTE CNOPYOVENEApu71 IE! , CALL CONSTRUCTED TOCURRVEH CURRENT DRNE AYES ALOE DEPART WASTE VEHICLE WNRATI NG ARMS TANDARWaLE FOR ROAD STATE OF M.DEPMI.EM OF TRANSPORTATION.STANDARD EECFICATONS i I 1' I BECKSWL NATCH BUEDNG FOR RO.O APID BRIDGE CONSTRUCTION. 1 ` i TEOUESTA BUT IR S OF WO'VERTICALP.FAR.,WON GRADE TO NE LOWEST PART"'THE OVERHEAD LINE R i FOOTING L�030 PSI - A:y -I 1 FINISHED GRADE •BRANCH BANK AT T.CENED GATE POSE 1 I FOOTING.PROVIDE `41 •4 •1 GATE POSTBBED.ENT ( I , EOUESA,HIGHWAYFI I AoonIDAI TRANaNERse �_ I_• BNUEs aIST 1 ! �TEOUESTA FL IL LOHmuwwL 90nON • OUTING TENFDROENT I ELEVATION B TNCREN FOOTING TO I NOR$. ' TO ACCOMMODATE I -`-�`/ C- "'ACfAdIa�FopA POSTS gEMED.ENN1 .: I PL.ICE.EPTr"'POSr Do 0 . PLAN • NOT NlEW41Pf HI NOTE'.SPEDNLIHOII,9EECT10PN,8PURCIYHE"' \1 ECRON. t t, , OPcmu.NABARs . LATESDATEWNOWARE SHALL EFULLY �I I123.1937.00 `i v- i I COOTONATED BETWEEN CONTRACTOR AOWER J iza• _ I I— • j i DETAILS SCREEN ,E. ..CFCTKINS I ,r-I-G',SILL DETAIL 1G I \E/NTS DE-2 LITTLE •••.IIL31 TUM II A•.••• ' ��ys.IrW-`„MY raw n DDIC. a+f4..r�Irry ALLOW>0 DM M &SWAYn.MM.�TLpfYlwl.e COMMIE!E TOM�/.iY.W,`Ii OM OOR _-00 MaF wM MM.eMnE Af .uwuw6 Mr.qt Tw• IW.>Q MOM Mal TO OE Y ROOT MOl 1wMME lEE ML Val OF OM TO BARE CVFm KOOK B0.T COMER•TM FTweT TORE TTwD m POLE m MMTa POLE • SMOOTH 10•OF sME MOM AT T1.OliAme111 OP :� ar sAE e Maw R o ;�GALVANIZED PLMIOlD wM POLE ORMME 11 1 O MENE ID LAWNS AROUND SASE i a 1� �i. P TIMMM,TETa'ac - i G i it wYeMl OpM i� A M rerTwNO TM1M S M• '( ppT1�1 mMUT __ ����IFOF F4E MOOIIT O EOM ma SPACE Or MART �� tar-v2 t.#.�• I =M-v�. w1M MlOb EMI[. T SOY! ��tt" r ..-•�, r..rFls n...- .,..,a -a'FrcM xs-w W. PLAN ml WWI= ranaewm�w INDIIIIMANDENDON a a _ ._•. \*4:71 SASE DETAIL ..wewMlD Tw..T.ww I..ry ! scaE:ME fPI Tm - .. .. .. _ �... --- 4,4__. . t �-- - ! r nmr.. t 1 t _: $ c 4 M. t I`I '_ "__.F i-.-� -l' � (" 3 i.AL`' . a3gf OR O� • y2an.,, {.a +4iI I _ . • rn �:i - / , • _— L. ... T. •I• .. t. ... .. FOR REVIEW \ x ,� r — - —_. 10/2412 018:, ,.,.....-.,=r.Aw��frti p, e.r»r ..A 44.0 <m-a. . -: 1 A tit 9I .w_ .• •d _— _ - _-i • • • ...._..._.. .......___ ._._ . .................................... ........... ...........••,u M RVA) N^AO 5G'R/wj _ _ _ _ —_ _— ......___ .__-_ ..£'0 II I1 I" fW � 1 Mw • ti l J ....... ...... ......... • 1.1110M.M.u.•w 0 1 PHOTOMETRIC PLAN .;e••.a 8 EI.T SCALE:T--30' RkhrdB ln oM.LEED AP BD•C .... .......................................... n Lew Brooks.L®AP BLOC O BB&T BRANCH BANK ®o 70 WATERWAY ROAD • TEOUESTA.FL A m m a m"r 123.1937.00 s PHOTOMETRIC ‘7,i l6V PLAN N M@TACO® 7 rc 4 El.1 B • STORM WATER CALCULATIONS FOR DRAINAGE IMPROVEMENTS Of BB&T TEQUESTA (LOT 2) 20 WATERWAY ROAD TEQUESTA, FLORIDA 33469 FOR BB&T Bank IN Palm Beach County, Florida Prepared by: H & T CONSULTANTS, INC. 9310 OLD KINGS RD SOUTH, STE 1001 Jacksonville, Florida 32257 (904)419-1001 z: March 13, 2017 s 12 Revised April 17, 2017 =`° ' � - 4 T, . w. * . �, . 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 LOCATION AND DESCRIPTION The proposed 0.42 acre project is located at 20 Waterway Road, Section 30, Township 40 South, Range 43 East Tequesta, Florida. The project will include demolition of a portion of the west section of the existing BB&T building and brick pavers on the north and south side of the building. The remainder of the building will remain and will have a total floor area of 5000 ft2. The project will also include relocation of an existing handicapped parking area, construction of an upgraded sub-surface drainage system, minor asphalt resurfacing, a new dumpster pad with screening and restriping of the parking stalls and construction of a new sidewalk along Waterway Road. A new fire hydrant will be installed at the southeast corner outside of the property boundary. There will also be landscape work involved in the project. EXISTING DRAINAGE The existing site has a drainage system mainly a storm water collection system. There is no surface water pond for the site, however, there is an existing exfiltration trench. There is a catch basin located near the east boundary that collects and directs the runoff from the site to an off-site drainage system. There is also an existing weir in the structure currently set at elevation 12.15. This structure will be replaced with a new structure as part of the construction of the sub-surface drainage system to ensure that the 25-year 24-hour storm event is completely contained on site. The existing drainage system for this site is connected with the drainage system to the west (Lot 1). Discharge from the site will flow into an existing master drainage system located off-site east of the project 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 since it requires a lot of space. 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 along the new drainage easement along the main access drive running in the east-west direction. This area was selected due to the amount of space needed for the subsurface system. The system is designed to completely retain the runoff from a 25-year 24-hour storm event. The existing drainage inlet near the very far east will be replaced as part of the construction of the drainage system as shown on the plans and runoff will be collected and directed into the StormTech system. Initially, runoff will be diverted into the Isolator Row via a weir 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 also provides the required stormwater treatment via percolation. Once the water level exceeds the weir elevation during the 100-year flood event, water will flow into the other chamber and ultimately discharges east through the existing system within the Shoppes of Tequesta. The 100-year post development discharge is less than the pre-development (undeveloped) 100-year 24-hour runoff rate. 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 remain connected to the Lot 2 drainage system and is consistent with existing drainage conditions. PROJECT LOCATION MAP d .1 ., .. . e r 61 1 • "" " • a �. "JD - re • i16-1 a f a • . e R. ' '' '.. LOT 2 LOCATION 4 3.t • . . ir le S . s • .a �', Google ,,� :-.40 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 (undeveloped): Total Area = 0.42 acre Pervious Area = .42 acre (CN =49—undeveloped lawn in fair condition) Post-Development Conditions: Total Area = 0.42 acre Impervious Area =0.35 ac (CN=98) Building—5000 ft2 Parking, Roadway—8475 ft2 Sidewalks— 1965 ft2 Total = 15,440 ft2 or 0.35 ac Pervious Area = 0.07 ac (CN=39) Weighted CN = (0.35 x 98) + (0.07 x 39) 0.42 Weighted CN = 88.17 Time of Concentration = 10 minutes (minimum required) Water Table: 22' below surface (refer to Percolation Test report) Seasonal High Water Table: El. 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. 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. 13.72 • Top of 12"thick stone layer (above chambers): El. 12.89 • Top of Chamber: El. 11.89 (height of chamber is 5') • Bottom of Chamber: El. 6.89 • Bottom of Stone (below the chambers): El. 5.89 (base elevation) Proposed Sub-surface System: Length: 83.00 ft. Width: 20.00 ft. Total Area: 1660 ftZ (the sides were not included to be more conservative) Surface Area: (used in the ICPR Model) Bottom =83 x 20 = 1660 ftZ Total Area = 1660 ftZ or 0.038 ac Cumulative Volume of Sub-Surface System: (Refer to StormTech Spreadsheet) Elevation Volume (ft3) Equivalent Volume (Acre-ft) 5.89 0 0 6.89 650.80 .015 8.89 3170.94 .073 11.89 6163.24 .141 12.89 6814.04 .156 These are the values used in the underground detention node in the ICPR model. ICPR Schematic Diagram Drainage Basin Control Structure 1 Stormtech System 1 Water Table ICPR Results: The results of the ICPR model are included in the drainage report and show a maximum stage elevation of 10.77 ft. with zero off-site discharge during a 25-year 24-hour storm even. The 36" wide weir elevation at the drainage structure is proposed at elevation 12.00 ft. During a 100- year 24-hour storm event, the maximum stage elevation was at 12.87 ft. 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 off-site discharge. Discharge from a 100-year 24-hour storm event during post condition is less than pre- development condition. .DS Design Tool Site http://stormtechcalc.azurewebsites.net stoma att. sYatot N was User Inputs Results Chamber Model MC-4500 Outlet Control Structure Yes(Gullet) System Volume and Bed Size Protect Name BB&T Tequesla Bank Site Installed Storage Votume 6813 cubic ft Project Location Village of Tequesta Protect Date 01/16N2077 Storage Volume Per Chamber 166.2 cubic It Engineer H 8 T Consultants.Inc Storage Volume Per End Cap 111 9 cubic ft Measurement Type Imperial Number Of Chambers Required 34 each Required Storage Volume 6750 chic ft Number Of End Caps Required 4 each Rows/Chambers 2 row(s)of 17 chamber(s) Stone Porosity 40% Maximum Length 83 03 ri Stone Above Chambers 12 in Stone Foundation Depth 12 in Maximum Width 20.02 ft Average Cover Over Chambers 24 in Approx.Bad Size Requred 1627 square ft Design Constraint Width Design Constraint Dimension 20ft System Components Amount Of Stone Required 282 cubic yards Volume Of Excavation(Not Including Fill) 422 cubic yards Non-woven Filter Fabric Required 522 square yards Length Of Isolator Row 73 54 ft Woven Isolator RoW Fabric 191 square yards PAVEMENT LAYER(DESIGNED j ( / BY SITE DESIGN ENGINEER) / i '-- �.-. _n-... .__. / _ _ _ zI 7.0' , 1 r, 1,3`+1"y4�i 1:�t,'Abutk�` 12•(300 mm)MIN ( 1 IN I. t .. 600 mm)M III (2.1 m) MAX 1 �: 1�ct 60" F Amil.+I (1525 mm) / �li.1 1 N A I, i "' DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 9"(230 mm)MIN (230 mm)MIN � 100"(2540 mm) .......- 12"(300 mm)TYP 11)•10 DOTTCII OF MAIM PAVEMENT FOR UNPAVED INSTALLATIONS NNF.RE NUT7INO FROM VEIL CL ES MAY°CCM INCREASE COVER TO arms Am) e ADS Stormtech 2016 Of 1 3/28/2017 11:42 AM • • Project: ��}��y� 4 Chamber Model- __-;iir.4 tb0:•, Sto a i nTech• Units- Art, via� lets1. s .•,•• IA6�,.•y,.•air: Number of Chambers- - ai .,"""'"` aWYG'E Number of End Caps- A�41,.,:-..:1 Voids in the stone(porosity)- y_.770 % Base of Slone Elevation- 6, h - Amount of Slone Above Chambers- r -fn Amount of Slone Below Chambers• c in Area of system- ,- sl Min,Area- 1372 sf min area StormTech MC-4600 Cumulative Stomp Volumes , � l - �� �; Thicii] farthib � irson to bil:l� tartl tirre 4740 14411 401ite fgip.� - , 84 0.00 0.00 0 00 0 00 5423 54.23 8814-04 12.89 83 000 0.00 O.DO 0.00 54.23 54,23 6759.80 12.81 82 0 00 0 00 0.00 0.00 54 23 54,23 6705 57 12.72 81 0.00 0.00 0 00 0.00 54,23 54,23 6651 34 12.64 60 000 0,00 0.00 0.00 54,23 54,23 6597,10 12.56 79 0.00 0,00 0 00 0.00 54 23 54.23 6542.87 12..47 78 0 00 0 00 000 0.00 54.23 54.23 6488.64 12.39 77 0.00 0.00 0.00 0.00 54..23 54,23 6434 40 1231 76 0 DO 0.00 0.00 0.00 5423 54.23 6380,17 12,22 75 0 00 0,00 0.00 0.00 5423 54.23 6325,94 12,14 74 0.00 0.00 0 00 0.00 54,23 54.23 6271.70 12.06 73 0.00 0.00 0.00 0.00 54.23 54.23 6217,47 11,97 72 0.04 0,00 1.39 000 5368 55,07 6163,24 11,89 7/ 012 0,01 3.95 004 5264 5663 6108,17 11,61 70 0.16 0,03 560 0.11 51.95 5766 6051.54 11,72 69 0.21 0.05 710 0.19 51.32 58,61 5993.88 11.64 68 0.27 0,07 9.12 027 50 48 59.87 5935.28 11.56 67 0,45 0,09 15 39 0 35 47.94 63 68 5875,41 11,47 68 0.67 0.11 22 62 0.45 45:01 68 08 5811.73 11,39 65 0.80 0.14 27.17 0.57 43..14 70.87 5743.65 11,31 64 0.91 0,17 30 88 0 67 41 61 73.16 5872.78 11,22 63 1.00 0,19 3410 077 40.29 7515 5599.62 11,14 62 1.09 0.22 36 97 0 86 39.10 76 93 5524.46 11.06 61 1.16 0.24 39 56 0.97 38.02 78.55 5447.53 10,97 80 1.23 0.27 41 96 1 08 37.02 60 06 5368.99 10.89 59 130 0,30 44.19 1.19 36.08 81.46 5288.93 10,81 58 1.36 0,32 46.27 1.29 35,21 82,77 520747 10.72 57 1A2 0..35 48,24 1,39 34.38 84..01 5124,69 10.64 56 1.47 0,37 50,09 1.48 33.60 85,18 5040.68 10.56 55 1.53 0.39 51.86 1.58 32.86 86.29 4955.50 10.47 54 1.57 0-42 53.53 1.67 32,15 87,35 485921 10,39 53 1.62 0.44 55.13 1.76 31.48 88.37 478186 10.31 52 1,67 0,46 56,65 185 30,83 89.33 4693.49 1022 51 1.71 0,48 58,11 1.94 30.21 90.26 4604.16 10,14 50 1 75 O 50 59,50 2,02 29 62 91 15 4513.90 10.06 49 1.79 0.53 60.84 2.10 29.06 92,00 4422.75 9.97 48 1,83 0,55 62.12 218 28.51 92.82 433075 9.89 47 1.86 0.56 63.36 226 27.99 93.60 4237.94 9.81 46 1 90 0.58 64,54 2.33 27.48 94,36 4144 34 9,72 45 1,93 0.60 6568 241 27,00 95.09 4049.98 9.64 44 1 96 0.62 66 78 2 48 26.53 95.79 3954.89 9.56 43 2 00 0.64 67 83 2 55 26.08 96.46 3859.10 9.47 42 2 03 0.66 68.85 2.62 25.64 97.12 3762 64 9.39 41 2.05 0.67 69 83 2.69 25.22 97.75 3665.52 9.31 40 2 08 0 69 70 77 2 76 24.82 98,35 3567,77 9.22 39 211 0,71 71.67 2.83 24.43 98,94 3469,42 9.14 38 213 0..72 72.55 2,90 24.05 99,50 3370.48 9.06 37 2.16 0.74 7340 2.96 23,69 100,05 3270.98 8.97 36 2 18 0:76 74 21 3.02 23 34 100.57 3170,94 8.89 35 2 21 0..77 74.99 3,09 23.00 101.08 3070,37 8.81 34 223 0.79 75.74 3,15 22,68 101,57 296929 8.72 33 2.25 0.80 76.48 3.21 22,37 102.03 2687.72 8.64 32 2.27 0.82 77.15 328 22,06 102.50 2765.69 8.56 31 2.29 0,84 77.83 3 36 21.76 102,95 2663.19 8.47 30 2.31 0,85 78 47 3.38 21.49 103 34 2560.24 8.39 29 2.33 0.86 79 05 3.43 21.23 103 74 2456.90 8.31 28 2,34 0,87 79.67 3 49 20.97 104.13 2353.16 8.22 27 2.36 0.89 8024 3 54 20.72 104.50 2249.03 8.14 26 2.38 0,90 80.78 3 59 20.49 104.85 2144.53 8,06 25 2.39 0.91 81,29 3.64 2026 105.19 2039.67 7,97 24 2.41 0..92 81.79 3,69 20 04 105-52 1934.48 7.89 23 2,42 0.93 82.25 3 74 19..84 105.83 1828,96 7.81 22 2,43 0,95 82.70 3.73 19 64 106..12 1723,13 7,72 21 2.44 0..96 83,12 3,83 19.45 106,40 1617.01 7,64 20 2,46 0.97 83,53 3.87 19,28 106.57 1510,60 7.56 19 2.47 0.98 83,90 3,91 19.11 106,92 1403,93 7.47 18 2.45 0.99 84,26 3.95 18,95 107,16 1297.01 7.39 17 2.49 1,00 84.80 3.99 18.80 107.39 1189,85 7,31 16 2.50 1.01 84,92 4,03 18..65 107.60 1082.46 7.22 15 2.51 1.02 85.22 4,06 18,52 107..80 974,86 7,14 14 2.51 1,02 85.50 4.10 18.39 107,99 867,05 7,06 13 2.53 1.03 85.92 4.13 18,21 10826 759..06 6,97 12 0 00 0.00 0.00 0.DO 54,23 54 23 650 80 6.89 11 0.00 0,00 0,00 0.DO 54.23 54.23 596,57 6.81 10 0.00 0,00 0,00 000 54.23 54.23 54233 6.72 9 0.00 0.00 0.00 0.00 54,23 54.23 488.10 6.64 8 0 00 0.00 0,00 0.00 54.23 54.23 433 87 6.56 7 0.00 000 0,00 000 54,23 54.23 379.63 6.47 6 0 00 0.00 0.00 0 00 54,23 5423 325.40 6 39 5 0.00 0.00 0.00 0.00 54,23 54 23 271.17 6,31 4 000 0.o0 0.o0 o00 5423 54.23 21693 6,22 3 000 0.00 0 00 0,00 54,23 54 23 162.70 6:.14 2 0.00 0.00 0.00 0.00 5423 5423 108.47 6,06 1 0.00 0.00 0-00 0.00 54.23 54 23 54,23 5,97 ICPR RESULTS 25 YEAR 24- HOUR STORM EVENT Z `f+z - ==== 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) : 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 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) : 0.420 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) : 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 Duration(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 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) m2002 Streamline Technologies,Inc. Page 1 of 4 17.350 0.2000 Base Flow(cfs) : 0.000 Init Stage(ft) : 5.890 Name: Chamber 2 Warn Stage(ft) : 12.890 Group: BASE 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 00 Name: Outfall Base Flow(cfs) : 0.000 Init Stage(ft) :Warn Stage(ft) : 3.4800 Group: BASE 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 18.00 Flow: Both Span(in) : 18.00 Entrance Loss Coef: 0.000 Rise(in) : 7.230 6.890 Exit Loss Coef• 1.000 Inning'st) : 0.013 0.013 Outlet Ctrl Spec: Use do or tw Mp Clip (i N: 0.013000 0.013000 Inlet Ctrl Spec: Use do Top Clip(in) : 0.000 0.000 Solution Incs: 10 Bot Clip(in) : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 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 Bot 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 ==========-=====ate_=======-===_=======---__==_ .=_c_================ 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) C2002 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 Name: 25yr-24 Filename: Y:\BB&T\Tequesta\Drainage\25yr-24.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: Flmod Rainfall Amount(in) : 10.50 Time(hrs) Print Inc(min) 30.000 5.00 ==== Routing Simulations _=<_..: :a_=. __ �� ��-� ��� ��___=_====�, �=_�==_ Name: 25yr-24 Hydrology Sim: 25yr-24 Filename: Y:\BB6T\Tequesta\Drainage\25yr-24.132 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(ICPR) C2002 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) : 24119 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) C2002 Streamline Technologies,Inc. Page 1 of 1 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 25yr-24 12.46 15.49 17.35 0.0050 1059 12.00 5.18 12.46 1.22 Chamber 2 BASE 25yr-24 12.60 10.77 12.89 0.0050 897 12.00 3.15 12.19 0.69 GW Sink 1 BASE 25yr-24 0.00 0.00 10.35 -2.0000 0 12.46 1.22 0.00 0.00 GW Sink 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 0.0117 0 0.00 0.00 0.00 0.00 Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page I of 1 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 25yr-24 0.00 C.CC 0.000 12.46 15.49 12.60 10.77 DS-2 BASE 25yr-24 0.00 0.00 0.000 12.60 10.77 12.00 11.80 Perc 1 BASE 25yr-24 12.46 1.22 0.578 12.46 15.49 0.00 0.00 Perc 2 BASE 25yr-24 12.19 0.69 0.551 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 16 Chamber 1 Chamber 2 j 14 ; f i 12G `. 10 � I i rn co • 1 i { 1 6 i I 4 1i 0 20 40 60 80 Time(hrs) Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. 100 YEAR 24- HOUR STORM EVENT Co`(e-Zq6,�. 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: Fl.mod Rainfall Amount (in) : 1.4.500 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) : 7.30 Runoff Volume (in) : 13.298 Runoff Volume (f.t3) : 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: Fl..mod 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 (75) : 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) C2002 Streamline Technologies,Inc. Page 1 of 2 Vol of Unit Hyd (in) : 1.000 Curve Number: 49.000 DCIA (%): 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: Dnsite 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 (8): 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) 02002 Streamline Technologies,Inc. Page 2 of 2 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 Dur.ation(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 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' --�mm- 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: Outf.all 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 __==___==_...-=_=_r__ =-_ __ _=====s_.._:= ==..==_-_-_ --_= .__.« ===__===....,== 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 Bot Clip(in) : 0.000 0.000 Solution Incs: 10 Upstream FAWA 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 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 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 - ..........._.._.... ------- Name: _._._._ _... .... - 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(ft1 : 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:Pere 2 From Node: Chamber 2 T Flow: Both Group; BASE To Node: GW Sink 2 Count: 1 Interconnected Channel and Pond Routing Model(ICPR) C2002 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 ^_ to 3(ft) : 450.000 Effective Porosity(dec) : 0.300 Num Cells 1 to 2: 10 Suction :Head(i.n) : 4.170 Num Cells 2 to 3: 45 Layer Thickness(ft) : 3.890 -= Hydrology Simulations --- Name: 100yr-24 Filename: Y:\BB&T\Tequesta\Drainage\1.00yr-24.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: Flmod Rainfall Amount(in) : 14.50 Time(hrs) Print Inc(mi.n) 30.000 5.00 ==== Routing Simulations Name: 100yr-24 Hydrology Sim: 100 yr-24 Filename: Y:\BB&T\Tequesta\Drainage\100 yr-24.1'.32 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 Mir. 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) 02002 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 Inf.l.ow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Chamber 1 BASE 100yr-24 12..1.1 16.71 17.35 0.0050 871 1.2.00 7.30 1.2..11 5.61 Chamber 2 BASE 100 yr-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 BASE 100yr-24 0.00 v.00 11.00 -2.0000 0 12..10 1.26 0.00 0.00 Outfail BASE 100yr-24 12.00 11.80 12.80 0.0117 0 12.1.5 5.62 0.00 0.00 Interconnected Channel and Pond Routing Model(1CPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 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 c.f.s cf.s hrs ft hrs ft DS-1 BASE 100 yr-24 12.11 4.27 -0.019 12.11 16.71 12.15 1.2.87 DS-2 BASE 1.00yr-24 12.15 5.62 0.030 12.15 12.87 12.00 11.80 Perc 1. BASE 100yr-24 12..1.1 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) ©2002 Streamline Technologies, Inc. Page I of 1 Simulation 100yr-24 18, — d —..__ ._._.____ _ _ _�_. ._ - Chamber 1 i - Chamber 2 i 16 • • • 14 i 12 F v gm • as fn 10 • 6 i • • • • 4 i _ .__.,� _. 40 60 m 80 Time(hrs) Interconnected Channel and Pond Routing Model(ICPR) ®2002 Streamline Technologies,Inc. SOILS INFORMATION 3 Soil Map—Palm Beach County Area,Florida a (BB&T TEQUESTA SOILS DATA) $ 8 93CM 930390 933270 NM SONG 512100 RCM 51333912 SOW 910042 Mee Spam 111200 53C090 59®93 591000 — 26.57 75-N AM Ii.a.■1111.r- 3 52 I 1 1 ;- ; .� i I a _ • • 16.5772'N � _. , i - 26°57 32'N 93:8E0 33 Al 3E00 NM) 9E03:0 5W910 5E0320 590E03 500e40 930950 93WE0 5E0370 93c0X3 930233 saw 6 'n Map Sale:1:721(prink on A lardsope(11"x 8.5")Meet. e ri — _3mee5 N 0 10 20 40 60 A 0 35 70 140 _ 21 0 et Map projection:Web Merat0r Catty coordinates:WC1584 Edge tics:UTM Zone 17N WCZ84 USDA Natural Resources Web Soil Survey 2/17/2017 111111 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Palm Beach County Area. Florida (BB&T TEQUESTA SOILS DATA) MAP LEGEND MAP INFORMATION Area of Interest(A01) ti Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) o Stony Spot 1:20,000. Soils very Stony Spot blaming:Soil Map may not be valid at this scale. J Soil Map Unit Polygons { A wet spot Enlargement of maps beyond the scale of mapping can cause I f �,. Sou Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil I Soil Map Unit Points p Other line placement The maps do not show the small areas of ■ I contrasting soils that could have been shown at a more detailed •� Special Line Features Special Point Feature. scale. ta Blowout Water Feature. Streams and Canals Please rely on the bar scale on each map sheet for map ® Borrow Pit measurements. Trensportatton Clay Spot Rails Source of Map: Natural Resources Conservation Service �-F+ Web Soil S 0 Closed Depression Interstate Highways Coordinately URL: System: Web Mercator(EPSG:3857) • Gravel Pit r� US Routes Maps from the Wleb Soil S P urvey are based on the Web Mercator -, Gravelly Spot _ Major Roads projection,which preserves direction and shape but distorts 0 Landfill distance and area.A projection that preserves area,such as the Local Roads Albers equal-area conic projection,should be used if more j A. Lava Flow Background accurate calculations of distance or area are required. Marsh or swamp 11111 Aerial Photography This product Is generated from the USDA-NRCS certified data as j of the version date(s)listed below. `t Mine or Quarry Miscellaneous Voter Soil Survey Area: Palm Beach County Area,Florida �1 Survey Area Data: Version 12,Sep 14,2016 O Perennial water Soil map units are labeled(as space allows)for map scales u Rock Outcro P 1:50,000 or larger. • Saline Spot Date(s)aerial images were photographed: Nov 13,2014—Dec 11,2014 Sandy Spot The orthophoto or other base map on which the soil lines were 40. Severely Eroded spot compiled end digitized probably differs from the background imagery displayed on these maps.As a result,some minor p Sinkhole shifting of map unit boundaries may be evident. • Slide or Slip x Sodic Spot I aNatural Resources Web Soil Survey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Palm Beach County Area,Florida BBBT TEOUESTA SOILS DATA Map Unit Legend Palm Beach County Area,Florida(FL611) Map Unit Symbol Map Unit Neale Acres in A01 I Percent of A01 41 St Lucie-Paola-Urban land 0.6 45.2% complex,0 to 8 percent slopes 48 Urban land 0.8 54.8% Totals for Area of Interest 1.4 100.0% viga 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 l Area of Interest(A011 Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(A01) Stony Spat 1:20,000. Soils Vny Stony Spot Warning:Soil Map may not be valid at this scale. ( j Soil Map Unit Polygons A Wet Spot Enlargement of maps beyond the scale of mapping can cause ^.. Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil a Other One placement.The maps do not show the small areas of j t Soil Map Unit Points contrasting soils that could have been shown at a more detailed .- Special Line Features i Special Point Features scale. (e, Blowout water Features Streams and Canals Please rely on the bar scale on each map sheet for map ® Borrow Pit measurements. Transportation X Clay Spot Source of Ma 4-44 Rails p: Natural Resources Conservation Service i 0 Cased Depression Web Soil Survey URL: ov Interstate Highways Coordinate System: Web Mercator(EPSG:3857) Gravel Pit r.i 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 Landfill Local Roads Albers equal-area conic projection,should be used if more k Lava Flow Background accurate calculations of distance or area are required. 416, Marsh or swamp Aenal Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. * Mine or Quarry Soil Survey Area: Palm Beach County Area,Florida Miscellaneous Water i t � Mi ll Survey Area Data: Version 12,Sep 14,2016 0 Perennial water Soil map units are labeled(as space allows)for map scales y Rock Outcrop 1:50,000 or larger. } Saline Spot Date(s)aerial images were photographed: Nov 13.2014—Dec 11,2014 Sandy Spot The orthophoto or other base map on which the soil lines were els Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor 4 Sinkhole shifting of map unit boundaries may be evident. 3) Slide or Slip of Sodic Spot i sal t Natural Resources Web Soil Survey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 2 of 3 Map Unit Description:St.Lucie-Paola-Urban land complex,0 to 8 percent slopes—Palm BB&T TEOUESTA 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. tujim 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 8 percent slopes—Palm BB&T 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 complex 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: 46 to 56 inches Mean annual air temperature: 70 to 77 degrees F 421 Natural Resources Web Soil Survey 2/17/201i Conservation service National Cooperative Soil Survey Page 2 of 5 Map Unit Description:St.Lucie-Paola-Urban land complex,0 to 8 percent slopes--Palm BBBT 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 Landfomt: Knolls on marine terraces,ridges on marine terraces Landform position (three-dimensional): Interfluve, side slope Down-slope shape: Convex Across-slope shape: Linear Natural Resources Web Soil Survey 2/17/2017 Conservation Service National Cooperative Sal Survey Page 3 of 5 Map Unit Description:St.Lucie-Paola-Urban land complex,0 to 8 percent slopes—Palm EMT TEQUESTA 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 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 mmhoslcm) 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-dimensional): Interfluve,talf 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 ga Natural Resources Web Soil Survey 2/17i2017 i� Conservation Service National Cooperative Soil Survey Page 4 of 5 Map Unit Description:St.Lucie-Paola-Urban land complex,0 to 8 percent slopes—Palm BeBT 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 US[M Natural Resources Web Soil Survey 2/17/2017 �i Conservation Service National Cooperative Soil Survey Page 5 of 5 GEOTECHNICAL REPORT OEOTEC�,H..N•ICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF'TESTING 11NBPECTIOAI BERv10E6'DRILLING 6 P.EAvicB (\\ h EC DYNATECH ENGINEERING CORP. .,, .. WWW.DYNATECHEI4 GIN EERING.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 geotechnical 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,+ ,,�'(ll,,,. ++ ';, Wissam Naamani, P.E. :` "`` �•.. DYNATECH ENGINEERING CORP. : 0 co. °'� �; Florida Reg.No. 39584 ` co ' , ., di : 1.t.1 Special Inspector No. 757 =, 'E fit- Ti. cs Certificate of Authorization No.:CA 5491 �' �A• 5 Ft t).` 1 ti l ,''.�O�'Ess1CA '•.....:.„. 750 WEST 154TH STREET.HIALEAH Fl.33014 PHONE(305)8213-7498 FAX(305)BB8-6$98 EMAILANFOODYNATECHENOINEERINO.COM C 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 2 760 WEST 64TH STREET.HIALEAH.FL 33014 PHONE(305)B2B-7499 PAX(305)Bab-95B8 EMAILANFOODYNATECHENGINZERIHG CCM tC 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 Geotechnical 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 3 760 WEST(14TH STREET,HIALEAH.FL 33014 PHONE(30S)929-7499 FAIL(30S)929-9699 EMAIL]NPOODYNATECHENGINEERING CC>C rEC 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. 4 TEO WEST BATH STREET.WALLAH.FL 33014 PHONE DOS)828-9499 PAX(30S)828-9598 EMAILANFOODTNATECHENOINEEFENG CC?! -C 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 7S0 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)820-7499 FAX(305)028-9598 EMAIL•INPOODYNATECHENGINEE ING CC`< 4tili 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 Y2" - 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 B4TH STREET.HIALEAH.FL 33014 PHONE(30S)828-7499 FAX(305)838-BM EMA)L3NFOODYNATECHENGINEERINfi COS: 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 CONDITIONS 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 Soil 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 7 750 WEST S4TH STREET.HIALEAH.FL 33014 PHONE(305)B28-7499 FAX(305)828-9598 EMA)LeINFOODYNATECHENGINEERING CCM te DISCUSSIONS AND RECOMMENDATIONS SITE GEOTECHNICAL 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.rt.33014 PHONE(305)828-74E9 FAX(305)888-R598 EMAMINFOODYNATECHENGINEER1NO EOM C FOUNDATION RECOMMENDATION$ 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. 0e; 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.FL33014 PHONE DOW 828-7499 PAX(305)898-9598 EMA1LANFOODYNATECHENSINEER1Nq CC` f e C tr. 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 a of 30° and moist unit weight of 130 pcf. 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 54TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EniuuNFOODYNATECHENGINEERINII CC:+. WE`' yr.• 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 '/2 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 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7488 FAX(305)828-9M EMAILANFOODYNATECHENOINEERINI3 CC!' OTC 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 84TN STREET,HIALEAH.FL 33014 PHONE C305)BE8-7499 FAX(305)828-9598 EMAII:INFO.DYNATECHENOINEERING CC.. !C 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. 13 750 WEST B4TH STREET,HIALEAH.FL 33014 PHONE(305)B88-7499 FAX(305)BBB-959B EMAILINFOODYNATECHENSINEER)NG CCX. Olt 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 pcf. Submerged: 70 pcf. - 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 84111 STREET,HLALEAH.FL 33014 PHONE(305)8E8-7499 FAX(3051 8 28-9 59 8 EMAIIANFOODYNATECHENGINEERRJG CCM tC 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 pcf. 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 final 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 84 TH STREET,HIALEAH.FL 33014 PHONE(305)888-7499 FAX(305)828-9598 EMAMINFOODYNATECHENGINEERING CC... 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 FENiA 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 ace,ep le: Type of pavement Type of acceptable material Layer thicknese(inehes) 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 94TH STREET.HIALEAH.FL 33014 PHONE(305)828-7498 FAX MI5)828-8598 EMAIL:INFOODYNATECHENOINEERDIG COX Ite 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 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(30S)928-9590 EMAIL•INFOODYNATECHENGINEERING cc`. 4rEC 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. 18 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)528-74M FAX(305)8E8-8598 EMAIIMPOODYNA'[ECHENG1HEEH1NG COX �C 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. 19 750 W857 04TH STREET.HIALEAH.FL 33014 PHONE(305)B28-7499 FAX(305)828-959B EMAILINFOODYNATECHENGINEERING 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, Wissaxn Aaamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 �`r `atF +tt' Special Inspector No. 757 a,k. ,AMMAAf. Certificate of Authorization No. CA 5491 8 , Q C" � �.4- �4.1/1ej zo 750 WEST 5471.1 STREET.HIALEAH,FL 33014 PHONE(305)BBB-7499 FAX(305)BBB-9598 EMA11414FOODYNATECHENGINEERING cCOM C APPENDIX 21 il , 750 WESTIMTH STREET.HIALEAH,FL 33014 PHONE(305)828-7498 Mx(305)8ee-8598 EMAILINFooDYNATECHENGINEERI Ha Ca.: C DRILLING APPENDIX DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3,2016 PROJECT : Property @ HOLE NO.: B-1 ADDRESS 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER; A.S. LOCATION : See attached sketch HAMMER - �. DESCRIPTION OF MATERIALS Depth slows ON KN» SAMPLER L 2 Hand H 4 Hand N 0%0"to Ot-6" TOPSOIL AND GRASS 6 3 3 7 0'-6"to 1'-6" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 4 6 AND ROOT TRACES 8 5 4 10 6 6 1'-6"to 2'-0" TAN MEDIUM SAND 10 8 9 20 It 12 2'-0"to 5'-0" LIGHT GRAYISH MEDIUM SAND 12 12 10 21 tl 10 5'-0"to 7'-0" REDISH MEDIUM SAND 14 13 9 17 8 9 7'-0"to 15'-0" TANISH MEDIUM SAND 16 9 8 18 20 22 24 26 28 30 32 34 36 38 w Water Level: 22' Below Existing Land Surface at lime of drilling 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 statement conclusions or extracts from or regarding our reports is reserved pending on our written approval H.A.:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL 1 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG. CLIENT : H and T CONSULTANTS,INC. DATE: September 3,2016 PROJECT : Property L HOLE NO.: B-2 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S. LOCATION : See attached sketch HATi'iMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand H 4 Hand H 0'-0" to 0'-6" TOPSOIL AND GRASS 6 3 3 0%6"to 1'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 8 1'-0"to 1'-6" TAN BEACH SAND W/SHELL'S 10 1'-6"to 2'-0" GRAY MEDIUM SAND I2 2'-0"to 5'-0" LIGHT GRAY MEDIUM SAND 14 16 18 20 22 24 26 28 30 32 34 36 38 -- Water Level: N/A Below Existing Land Surface at time of drilling 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 statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A;HAM)AUGER;A:HOLLOW STEM AUGER;R:REFUSAL 2 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3, 2016 PROTECT : Property @ HOLE NO.: B-3 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S. LOCATION : See attached sketch HAMMER o DESCRIPTION OF MATERIALS Deptl, BLOWS ON "N" L SAMPLER 2 Hand H 4 Hand H 0%0"to 0'-6" TOPSOIL,AND GRASS 6 3 3 0'-6"to l'-6" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 8 1'-6"to 2'-0" GRAY MEDIUM SAND 10 2'-0"to 3'-0" LIGHT GRAY MEDIUM SAND 12 3'-0"to 5'-0" ORANGEISH MEDIUM SAND 14 16 18 20 22 24 26 28 30 32 34 36 38 Water Level: NfA Below Existing Land Surface at lime ofdritiiagAs a mutual protection to clinics,the public and ourselves,all reports am submitted as the confidential property of clients,and authorization fox publication of statement Conclusions or extracts from or regarding our reports is reserved pending on our written approval, H.A.:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL 3 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3,2016 PROTECT : Property® HOLE NO.: B-4 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S. LOCATION : See attached sketch HAMMER 1 DESCRIPTION OF MATERIALS Deptb BLOWS ON "N" - SAMPLER 2 � Hand H. 4 Hand H 0'-0"to 0'-6" TOPSOIL AND GRASS 6 3 3 0'-6"to I'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN AND ROOTS AND ASPHALT AND BRICK PIECES 8 1'-0"tO 1'-6" TAN MEDIUM SAND 10 1'-6"to 2'-0" GRAY MEDIUM SAND 12 2'-0"to 3'-0" LIGHT GRAYISH MEDIUM SAND 14 3'-0"to 5'-0" ORANGEISH MEDIUM SAND 16 18 20 22 24 26 28 30 3Z .. 34 36 38 Water Level: NIA Below Existing Land Surface at time of drilling As a mutual protection to clients,the public and ourselves,ell reports are submitted as the confidential property of clients,and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our uyitten approval. H.A.:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL 4 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3,2016 PROJECT : Property @ HOLE NO.:B-5 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A.S. LOCATION • See attached sketch ER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand H 4 Hand H 0%0"to 0'-6" TOPSOIL AND GRASS 6 3 3 7 0'-6"to 1'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 4 6 8 6 5 9 1'-0"to 2'-0" TAN BEACH SAND W/SHELL'S 4 5 7 72'-0"to 3'-0" LIGHT GRAYISH MEDIUM SAND 10 8 6 is 12 9 8 18 3'-0"to 7'-0" ORANGEISH MEDIUM SAND 10 9 14 11 12 22 7'-0"to 15'-0" LIGHT TAN MEDIUM SAND 10 10 16 11 12 18 20 22 24 v 26 28 30 32 34 36 38 Water Level: NfA Below Editing Load Surface at Om of drilling As mutualpreteetien to Mews.the public and ourselves,all reports are submitted as the confidential proptuty ofclit:nts,and authorization for publication of statement conclusions or two=from or regarding ottr reports is reserved pending on our written approval. H.A:-HAND AUGER;Aa Hollow STEM AUGER:,R:REFUSAL 5 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3,2016 PROJECT : Property @ HOLE NO.: B-6 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N„ w _ SAMPLER 2 Hand H _ 4 Hand H 0'-0"to 0%1" RED MULCH 6 4 3 7 0'-1"to 1'-0" TOPSOIL AND ROOT'S 4 5 8 6 5 11 1'-0"to 1'-6" TAN BEACH SAND W/SHELL'S 6 8 10 7 7 16 1'-6"to 2'-0" TAN MEDIUM SAND 9 8 12 11 12 22 2'-0"to 6'-0" ORANGEISH MEDIUM SAND 10 11 14 11 10 19 6'-0"to 15'-0" TAN MEDIUM SAND 9 8 16 11 12 18 20 22 24 26 28 30 32 r 34 36 38 Water Level: N/A Below Existing Land Surface at time of drilling 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 statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. KA.:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL 6 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS, INC. DATE: September 3,2016 PROJECT : Property @ HOLE NO.: B-7 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S. LOCATION : See attached sketch i _ HAMMER DESCRIPTION OF MATERIALS Depth $Lows ON "N" SAMPLER . b 2 Hand H 4 Hand H 0%0"to 0'-1.5" ASPHALT 6 4 4 7 0'-1.5"to 0'-8" LIGHT TAN MEDIUM SAND W/ROCK FRAGMENTS 3 5 8 5 4 ]0 0'-8"to 1'-6" LIGHT GRAYISH MEDIUM SAND 6 8 10 7 ]0 23 1'-6"to 7'-0" ORANGEISH MEDIUM SAND 11 11 12 13 10 22 7'-0"to 15'-0" TANISH MEDIUM SAND 12 11 14 15 14 26 12 13 i 16 10 11 18 20 22 24 26 28 30 32 34 36 38 Water Level: N/A Below Existing Land Surface at time of drilling 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 statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL 7 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3,2016 PROJECT : Property @ HOLE NO.: B-8 ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A.S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand 11 4 Hand 11 0%0"to 0'-1" RED MULCH 6 3 3 0'-1" to 0'-8" TOPSOIL AND ROOT'S 8 0'-8"to 1'-6" TAN BEACH SAND W/SHELL'S 10 1'-6"to 5'-0" ORANGE MEDIUM SAND 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Water Level: N/A Below Existing land Surface at time or drilling 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 statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.:HAND AUGER;A;HOLLOW STEM AUGER:R;REFUSAL 8 • B# : Boring Test Location O P-#: Percolation Test Location N �, _ _ 4,, - ...mod. ;, 'a� ' °� 4,. . �.�. , 1 .. z� ... 1� , TM a -1 .`' _ . 44. E1 ~ , � ,. .�m .' _� .!4 o _ _t. � 11IlTiillififirrl# P II ilr . • ;' h i- _. S a, j d" � t , yam I DYNATECH ENGINEERING CORP'. Client: H&T Consultants,Inc. Scale:N.T.S. Project: 101 North US Highway 1,Waterway Road,Tequesta,Jupiter,FL Date: September3,2016 PERCOLATION TEST DYNAT E EcH NG1N ER1„:„" , coRp, W W W DYNATECHENGINEERING.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. (DEC) completed a Percolation Test on September 3,2016 at the above referenced project. The purpose of our investigation was to help determine the hydraulic conductivity for drainage design at the depth shown on the attached field log. The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. In the event the test location is changed or the soil removed and replaced;the test results will need to be re-evaluated. 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 provided 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. 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 drainage system installation depth and dimension must be verified in the field during construction. 750 WEST 94TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)B28-9598 EMAIL:INFOODYNATECHENGINEERING.COM Re: 101 North US Highway 1-Waterway Road,Tequesta,FL This report was prepared in compliance with the 2014 Florida Building Code, 5'h edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed wn the date of drilling. In the event of subsequent filling, excavations or site work,the reported depths trust be adjusted to represent proper depths. 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 hales. 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. For Environrnental due diligence;a Phase T and/or Phase II Environmental Site Assessments is recommended. 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. 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, N Ah 'Wirissam Naamani, P. E. DYNATECH ENGINEERING CORP. 141 t . �4''. t '° Florida Reg.No. 39584 •E` ',w Special Inspector No. 757 Certificate of Authorization No.: CA 5491 ;.` "ore ss 750 VEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)82B-9598 EMAIL:INFOODYNATECHENGIN£ERING.COM EC PERCOLATION TEST DyNATEcHENG1Ntt � IGC R WWW.DYNATECHENGINEERING.COM PERCOLATION TEST ACCORDING TO S.F.W.M.1, D.O.T. STANDARD TEST DATE : September 3, 2016 CLIENT ; H and T CONSULTANTS,INC. PROJECT : Property @ PROTECT LOCATION : 101 North US Highway l-Waterway Road,Tequesta, FL LOCATION OF TEST : SAS DIAMETER OF HOLE : 7" TEST NO. : P-1 TEST DEPTH(feet) 0-10' AVERAGE FLOW(GPM) 42.5 -3 AVERAGE K(CFS/Sq.Ft-Ft Head) 1.28x10 * The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 22' Below existing ground surface,use H2.10' bottom of trench for K value calculations. SUBSURFACE INVESTIGATION Death Below Ground Surface Soil Descriution 0'-0"to 0'-6" Topsoil and grass 0'-6" to 1'-6" Dark brown medium sand w/orgarnir stain4h4o60,traces 1'-6" to 2%0" Tan medium sand " . . • �t 'T ' 2'-0"to 5'-0" Light grayish medium sand ,: oti , ',Fd�•; 5'-0" to 7'-0" Redish medium sand 7 -0 to 15 -0 a •� ' Tallish medium sand � � _ 0' 1. a T Respectfully sullmitted, �. ' ‘t1"-' .�\b Field Tech•A.S. ,,trim - W ssa Noamani,P.E. DYNATECH ENGINEERING CORP. Florida Reg.No.39584 Certificate of Authorization No.: CA 5491 "As a mutual protection to the clients,the punt and ourselves,all reports/re submitted as the confidential property oftlients,and authorization for publication or statement egnelusions or extractx from or regarding our reports is reserved pending on our written approval. 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)8284596 EMAIL•INFOODYNATECHENGINEERING.COM kIL C SITE PLAN B# :Boring Test Location O P-#: Percolation Test Location N i �, � �t. . 4. ., . . . j .., . P-1 �ee� .. la) b 4 A sx coi I. _ 4; .. �_. __.. 0 I 47) t fiiiii1i1ii; '-- k ... - _ .. :°y ' , .=1. , I DYNATECH ENGINEERING CORP. Client: H&T Consultants, lnc. Scale:N.T.S. Project: 101 North US Highway 1,Waterway Road,Tequesta,Jupiter,FL Date: September 3,2016 — I GENERAL DOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s)to be drilled after building pad(s)are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s)has been demolished and proposed new building staked out. As a mutual protection to clients,the public and ourselves,all reports are submitted•as confidential property of clients, and authorization for publication of statements,conclusions,extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Particle SirA Relative Density and Consistency Boulders > 12 in. 1 Cone Penetration •Standard` Cobble 3 in.to 1 in. DO Penetration Mative Gravel 4.76 mm to Sin. (&krill (Blowslft.l Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm.to 0.074 mm Sands 0-16 - 0-4 Very Loose Clay <0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firm Modifiers. Over 120 31-50 Dense 5%- 10 % Slightly Silty or Clayey 10%_- 30% Silty or Clayey Silts& 0-3 0-2 Very Loose 30%- 50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0%- 5% Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff 11%-20% Little 32-60 16-30 Very Stiff 21%-35% Some Over 60 31-50 Hard >35% And Rock Hardness Description. Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer(charts) 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 2-17 with reference to the above described property within the Village of Tequesta, Palm Beach County, Florida, to approve a one phase master site plan in accordance with application and all supporting documenta.tion and presentation materials attached hereto as Elchibit "A" is hereby APPROVED with the following conditions: l. 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 101 N. U.S. Highway 1 (SPR 1-17). Please Note: The term applicant(s)as used here shall include all successors and assigns. The applicant's site plan approval sha11 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 i�' %l � IG I RENNAN, �� /� VILLA OF TEQUESTA 1-Z%v' . LORI McWILLIAMS, MMC VILLAGE CLERK ``````�""`oaro�mromiama�np�n���y''',' �� ��pTFQG :��o�`P ��'F��s�: :J: SEA� :�_ _>: : = = ':INCORPORATE�; _ ; .. �9^j O�„oc ' G` ., `�VE 4, P\`,,: ' ���""'����,��F�������"°���,. Page 2