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Home My WebLink AboutDocumentation_Planning and Zoning_Tab 5_05/18/2017 VILLAGE OF TEQUESTA - � '�� DEPARTMENT OF COMMUNITY DEVELOPMENT > .,,� , Staff Report—Planning and Zoning Board Public Hearing—5-18-17 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 Banl<ing 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 Banl<ing 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—$ITE 2 LOCATION MAP �t — 1te r�rd. -�� " 5 � , f��i `'•Ye r � �i�i • �Ya \�.;. _i y�c_�.: . � . , + � � ..� �'� � �. • � .,�� ..._ �I� �..,y.�•.��3 "^_: � i��.��-� - �i�.'�' t �..1 � � — . v..��i+.'-� { ._ _ i � . � l ��' tl , �� ^j� �-y �I --�--�w_ , � �� -I " �f �� -- � _ ••' �R�9 - _ -� �� ,. Site 1 ` �;��' � ,. , ' � �� _ Site 2 : � � • - I �_' � . r, '�` , - . _ :��:. ,�!,�`' ��y►i'p . `� � _. • - -- r .. ___._� - • . ["i4"' � �'' _ -,- . • - �_._ .. . `-'- -� '' - iYaferxayR�~••/•`� ^�—. ! .•.�'lalei.iay'IZcI. .....-. _..�...-�� . .. lJitxiii:ly..ItJ-. '__'_� � _ _ �• � ��.. . ... ' �y r t•"�' � , l�..w ��,.��[.�� . 7��1.� .`. �� _�=\�: �`�i'� '�� . _ SY��', �� !`�• �`4:� �r- �,.. `-��,u�. ± '�y�_ , .r, . '�'� ' , �� . �t'^ :#� & ;l �� .. ,ti � �_. f �� , �� r.� � �s�� 1 Department of Community Development-Staff ReporY—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 G2 SUBJECT PROPERTY Commercial (C) Commercial (C) (Community Commercial District) NORTH � 2 Tequesta Shoppes Commercial (C) Commercial (C) (Community Commercial District) SOUTH � 2 Village Square Commercial (C) Commercial (C) (Community Commercial District) EAST � 2 Tequesta Shoppes Commercial (C) Commercial (C) (Community Commercial District) WEST � 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 document that is being reviewed. Final approval will be by the Village Council. 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 z7•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' Indicated on site plan drawing and where a property is table. contiguous with any noncommercial district. Lot Coverage Sec. 78-226: 21.8% Max 40% In compliance �uilding Height Sec 78-225(2): 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." Total Requested 20 spaces including 1 HC Landscape Open Min 25% 25% In compliance Space Sidewaiks 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 Fences on accessory structures Sec. 78-284 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 Per Division 2, Sec. 78-333 (18), subject application is consistent with the goals, objectives and other provisions of the Comprehensive Plan. See Applicant's Statement of Use 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. 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. 4 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 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. 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 wiil 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 was advertised on May 8, 2017. 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 replai io provide fior two parceis. The applicant submitted a repiat document that is being reviewed. Final approval will be by the Village Council. 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 -�� • �� -----�_ - .ar� �__-! _ — _ - _ �— r,— , ;.� -_;,.� � �� " -� �. � � _ -� � �� `- - � - -� _ _.� -� -_ � A - - _-� _ � � � �-._ - � � - _ � - -,-�__.z:�� :�� . . ....,_.. .Y, ..�-u",w. _ a6'w�" - .. '_ _ . . . ' .. •.i`�� .–;�—.-' � .... ..._.t.. ' .. .., - .. :y -� - . -``r,.�.r �= �_ __ , Proposed Site 2 Building �- .,, _ ' � y -� � - � ` -" ' Fronting Waterway Road �� ' '-�� t � ' � .• ...�,t ��`� , r F ��r • ��=,,,;,,_, - .� . . �r �;h.. -�. - i - ��,,� �.'-�', - ---- - - - - --- , , . .----- -___ __- - -- -- _ �: . - � - �� ;-7�t .-�� - �� '� �,� . ;�::�� +� ._�---'- e� :a.+ _ � ;a ., � - — �.' � "c-.;�.h - �� . . �� 1' _.a�',.ps� " � '� . h . ` ...�x �•' _� a :' y��.�:.� -+^ -r r �'P .: :-� ;`Zc w� . �..t' '�� -y � ��a' « ._.. _ l:"�� ' - w_ �"."r�'-`Y.�•l��'� ', �"`�' __ , �- ..i��.. � .. . � -- . —.... :'��;:;�,,�' Proposed Site 2 Building Fronting Waterway Road 6 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 EXISTING SITE CONDITIONS : � ` � �'- , a�z ��: � - � ��q. „t �� ,��i. - �- _ 1 '� r - � �; __-----"' ; �,a'� ,� ; � ; ', __ - __ t�� .. � �'. �. -,1--� a iH ��+rj'` ;_=,�-��: _ � ,�i �'�"-, �(��! a iJ.� II y�° � - :.3yn z - �� ' ��. � X' a � � . . -_' '_.._�_ —�--��--_�._..- .i;,.. � . . : .. '... .--� .. ..._.. ... ��, —....__. .F�'��r: . _ ^� _ . . ...b......_ . . � . � ' Proposed Site 2 Building Facing Tequesta Shoppes Parking Lot ;�� -- e , � � - �,;;� .� -- 1 ,�. -d'�f`- � a h ..', II��.•.Y'_ 1 Proposed Site 2 Building _ Facing Tequesta Shoppes 7 Department of Community Development-Staff Report—BB&T Bank SPR 2-17 .M��AHON McMAHON ASSOCIATES, INC. 2090 I'ahn 6each Lakes 6oulevarcl,Suite a00 �Vest Palm�eaih,I'L 33409 � • • • . p 5G1-b�0-8650 I f 56]-S40-fi590 PRINCIPALS Joseph W.tilcMahon,P.E. Iosep�i J•DeSattti�,P.E.,PIOE John S.DePalmi bVilliam T.Steffens Case�-A.�foore,P.E. TECHNICAL MEMOIZANDUM �,"��: ��,��'��°",P.E.,��r°E ASSOCIATES John J.Nlitchell,L'.L. TO• Nilsa Zacarias, AICP-Village of Tequesta c:i„"`°E'�„`!.�v`ii;`„»5,`'.E. ' P.Trenl 6beisole,P.G. Nlattlle�v i��1.Kozsucl�,P.C. CC: Natalia T.Lercari, P.E., LEED -McMahon Associates,Inc. n��<,�,��„ci,i�i�k,r.e.,l�roF ��<�„,�.c��,��.e. FROM: R. Trent Ebersole, P.E. -McMahon Associates, Inc. SUBJECT: BB&T Site 2—Traffic Review McMahon Project No.M11172.09 DATE: Apri124,2017 McMahon Associates, Inc. (McMahon) has completed a review of the revised Site Plan for the BB&T- Tequest� Bank,Site 2, dated Apri117,2017. The revie�n�of the site plan was regarding parking and traffic circulation. The following issues reqtlire further revisions: Sheet C-8 includes a Standard Parking Space Detail with a note indicating Code Section 78-691 (B) and the need for double striping. However, the diagram shows single lines. Revise tl�e detnil to illustrc�te tlie reqccirecl double striping. McMahon recommends that the applicant revise their Site Plan to address the above listed comments. Sincerely, �'• —�.t.e,� ��1 e�� R. Trent Ebersole, P.E. Vice President& General Manager—Florida RTE/amp F:\FL\11172M_Village_Of_Tequesta_Transporta tionServices\11172M_09_BB&T\Admin\Site2MemoNZ042417.docx Engineering � Planning � Design � Technology mcmahonassociates.com 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 O S CONSULTING ENGINEERS April 26, 2017 Nilsa Zacat-ius, AICP Community Developtnent Director Villagc of Tequest� 345 Tequesta Drive Tequesta, FL 334C9 Ref. No.: B6034.03 Subject: BB&T Redevelopnlent, Lot 2 —Site Plan fl�plication Resubmittal Engineering Review Comments Dear•Nilsa: Mocl<•Roos has completed a t•eview of the "DRC Comment Response Letter" a�1d supporting information for thc subjcct applicatioi�, prepared by H&T Consultants (H&"f), dated April 21, 2017. Our review��as limited to the "Drainage and Stormwater," "Water and Sewer," �nd "Level of Service Statement" sections of the Statement of Use (prepared by H&T), the Conceptual Engineering P(ans (prepared by H&T), "St01'171 W1te1' C�ICLIIc1t1011S�� (prepared by H&T), and the Boundary and Topographic Survey (prepared by Altamax Surveying). Our comments are listed below. 1. It appe�irs that all out��revious comments have been adequatcly addressed by the submitted responses, If you havc any c�ucstions, please call me at 683-31 13, extension 299. Sincerely, MOCt , ROOS & AS OCIATES, WC. encer . Sc � e er, P. , Senioi-Project Manag�- SMS:jeh L:\tequ\6b034.03\IOO Sssjd.docx Mock,Roos&Associates,Inc. ____ __ _ - __ __...__ --- _.._— ---_ _ 5720 Corporate Way,West Palm Beach,Florida 33407-2066 561-683 3113,www.MockRoos.corn .� � �ti� � . �� $' ��'`°3 '4v "� � 1r r..�p'�f��4._�� lF:��g'�7,��,�''� L^S6a:Gdt'-.��`i I{.,1•�'�'�r'\C'/ry C�°L—t Fj b w�.o s �� 4 i � � � a' �� -..- . �-� �t +..k-- _ ` � . `.� 4_ l E e- _ t� cIc��i�.i� ��•c,�l��, i��c. MEMORANDUIVr TO: Nilsa Zacaria, AICP Lance Lilly Department of Community Development Village of Tequesta FROM: Stephen J. Parker, ASLA DATE: April 26, 2017 RE: BB&T, 20 Waterway Road I have reviewed the revised landscape plans for BB&T, 20 Waterway Road, as prepared by A&K Land Planning and Design, Inc., dated 4/18/17, and find all comments have been addressed except for indicating the safe site triangles at drive intersections. Please contact me with any questions. Sincerely, <� � P� � e/�� Stephe�i J. arke ,/ASLA � SJP/cly �_. l.,i_�. , I \ li°_ � ;� O�.. �.. .� . _�� I: .,. { I., . �it. _ �l,i ��!-^41(T4 ! . I . �il(��,i= .- Lance Lilly From: francis dayao <francisdayao@bellsouth.net> Sent: Monday, May 8, 2017 5:57 PM To: 'Steve Parker' Cc: Nilsa Zacarias; Lance Lilly Subject: RE: BB&T Site 2 Notes Thank you Steve—we will revise this sheet and include it in the final 15-sets. Francis Dayao, P.E. , H &T Consultants, Inc. 9310 Old Kings Road South, Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 Fax: 904-419-1004 From: Steve Parker [mailto:steve@pydg.com] Sent: Monday, May 08, 2017 5:52 PM To: 'francis dayao' Cc: 'Nilsa Zacarias'; 'Lance Lilly' Subject: FW: BB&T Site 2 Notes Hi Francis, As we discussed, the Tequesta Landscape Guidelines do not specify safe site triangle dimensions, except for intersections which are 25' x 25'. The Guidelines state visibility triangles shall be engineered for maximum public safety. In reviewing previous landscape plans that we approved, the triangles for drive ingress/egress locations were 1.0' x 30'. This dimension would be acceptable to me and I've marked up the landscape plan accordingly. It appears one Holly tree would have to be shifted. Rega rds, Steve Parker, ASLA _ _ r��,��T�'�:C�l�tja L'i111L��1�1 L��1�l1.1L1� ��6d�]r� 1� ��,_ � . , � _ �'-��-d PLAI�ING GR�+iPHI�:� � W� 82i Sauth[J.�.High�reg�3ne,Suite 334 P�RI�EK��.FANNETTE 7llP=��,F�a�a�� 561+`7�7-5��59 ti6L;';�7-2041 desigtt grottp,inc.. �,;�_�Le-aa�a�� i � VILLAGE OF TEQUESTt1, ' ----� � DEPARTMENTAL USE ONLY , � � � Ck.# , Department of Community Dcd�elo��memr ; Fee Paid: ' ia � 345'Tequcsta Drive � Intake Date: ; `;3 Tequcsta,Florida 334G9 � � � . Ph: 561-768-0451/Faa:561-768-0698 � PROJECT#: � � �t��v��-.tequcsta.org � � � ' � ' � � , '------------------------- APPLICATION FOR SITE PLAN REVIEW DRC � PLANNING & ZONING BOARD � Meeting Date: VILLAGE COUNCIL � Meeting Date: 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 eoard. The Planning&Zoning eoard 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 eoard shal!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:OOp.m.,in the Village Hall Council Chambers. I. PROJECT DESCRIPTION &OWNER/AGENT INFORMATION PROJECT NAME: rYisting Facility LOT 2 PROJECT ADDRESS: �0 Waterwa}�Rd.,Tequcsta>PL DESCRIPTION OF PROJECT:The proposed project consists ot the deinolition of the drive-thr�i facilit}'and cano�y.Also a site improveinents includin�;new duinpster enclosure and inodifications to the existing buildin�.Proposed wark will include landscaping improvement. Property Control Number(PCN), list additional on a separate sheet: 60-43-40-30-00-004-0031 Estimated project cost: Property Owner(s) of Record: �R&T Branch Banking and Trust Company Address: ��&T PROPERTI'TAX COMPLIANCE C/O PO BOX 167 WINSTON SAI.F-.M NC 27102 0167 Phone No.: Fax No.: E-mail Address: Applicant/Agent(if other than owner complete consent section on page 3): Name: Doug Huesing Address: 200 West Second Street (27101-4019) POBox 1255 Winston-Salem, NC 27102 Phone No.: 336- 733 2400 Fax No.: E-mail Address: 1 II. LAND USE&ZONING A) ZONING DESIGNATION �-Z B) FUTURE LAND USE DESIGNATION COM:vIERCIAL C) Existing Use(s) COMNII?RCIAI. D) Proposed Use(s), as applicable COVIMF.RCIAL/RF.TAIi, ill. ADJACENT PROPERTIES I Name of Business/ ; Land Use ; Zoning ; Existing Use(s) ' Approved Use(s) ; Subdivision ; Designation ; Designation --------------�------------------------------------------------------------------ ' ------------------------------------------- � ----;-----------------------�------------------ ' NORTH Commcnrcial!Rctail C-2 ------- � Shoppiny Cciiter � � , ------------'--------------------------------r----------------------------------------------------------------;---------------------------------------�----------- T - -------------------------------- � � , , , $OUTH ! ! C,onunenrcial/Retail � �,-2 ------'Shopping Center(Walcrwa}_Rd)------------------------------------ � --------------------------------------------------------i------------------------------------�-------------------- � , EA$T Commcnrcial 1 Rcluil C-2 Parking I.ot WEST-------°-----------------------------------i - � ' � -------- ----------------------------------' -------- ---------------------------------------' ---- T- �--------------- ---------------- � i Commcrcial/Retail G2 � 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 State�nent of Use - Site Plan Review 2 --- : ; } .! I � � V. OWNER/APPLICANT ACKNOWLEDGEMENT AND GONSENT � , � i � Consent statement(to be completed if owner is using an agent) j I/we, the owners, hereby give consent to Doug Huesing to act on my/our ? s 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. �i � � � 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 IVame( ease printj Applicant/Agent's Name(please print) � � i � Owner's ' nature Applicantj �t's Signature 05.01.2017 05.01.2017 :i , Date Date � y E VI. APPLICATION FEES ; '+ 1 � (1) Pre-ppplication 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. j FEE:A$300.00 fee applies. � (2y Review by the Deve/opment Review Committee(DRCj. 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. 9 (3) Review by the P/anning 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 approvalJ OR a $500.00 fee(recommendation to Village CouncilJ applies � . (4a Review by Vtllage CounciL Within 45 days of review by the Planning and Zoning Board, the Community E! 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. � .l 7o 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 s�ch costs prior to the processing of f the application or not later than 3D days after final application approval whichever is determi�ed as appropriate by the � village. Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and o her public notice requirements are the responsibility of the applicant.The fee shall be paid prior to pplication bei ;g cheduled for a public hearing requiring notice. 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 J Seven (7)11x17 sets and Three(3J 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. 2J Fourteen (14J IIx17 sets and Two (2J full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3J Fourteen (14J 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. 4J One(1)CD disk with PDF files including the completed application. 5J Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings,models,drawings,photos,etc., wil!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 � submittal . ...,...... . . . , . . , . ,. .._B 1 � .�g 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 � (3`d Thursday of each month) 1 Village Council Meeting—final approval (2°d Thursday of each month) � q �.,.,.�_.....�.. 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, an�l other existing important �h;�sical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area in acres&square feet ; 0 .4 2 ACRES - 18, 3 81 . 0 SF --------------------------------------------------------------------—--—-----------—------------- --—---—--——- Total number of units(multi-family) ; NOT APPLZCABLE -----—-—---—---------------------------------------------—----'--———--------------------------—--------------- Total square feet of each primary structure � 4, 000 SF (MODIFIED BUILDING) ---------------—--------------------------------------—--------'--—--—------------------------—----------—---- Total square feet of accessory structures ; 156 SF (DUMPSTER ENCLOSURE) --------------------------—----—--------------------------------�--------------—------------------—-----------—— Total footprint of each building in sq ft&% ; 4, 000 SF - 21.8 0 ------------------------------------------------------------------�--------------------------------------------------- Overall mean building height&number of stories ; 2 0.o ' - 1 STORY BUILDING -----------------------------------------------------------�---- ----�_----------------------------- Finished floor elevation for all structures ; ELEVATION 17.30' (EXISTIDTG) -----------------------------—---------------------------—------;--——-----—-----------------------—---—-------- Total project density in units per acres,if applicable ; NOT APPLICABZE -------——--------—-------------------------------------------—; —-—------------—----—------------------------- Total proposed off-street parking spaces ; 20 SPACES INCLUDING ADA SPACE --------—------------------------—------------------—-- '—-------------------------------—--—----—----- Height and location of proposed fences and/or walls ;6 ' SCREEN WALL DUMPSTER ENCLOSUR -----------------------------------------------------------'--------------------------------------------- Proposed drive aisle width �2 9. 0' (Ex z S'r zNG) - ----------------------------------------------------------------�----—--------------------—————----—----—--- Proposedsidewalkwidth ; 5 � AND 6 ' SIDEWALK VJIDTHS 5 c. Provide site data and setbacks: ; Lot coverage ; Impervious area ; Open space area --------------------------------------------------------�------------------------------:------------------------------- TOTALSQFT � 4, 000.0 SF � 13, 786.0 SF � 4,595 SF ----------------------�-----------------------------�---- ------------------------�------------------------------- PERCENT(%)OF SITE �5 0 2 5 0 21.80 � Front (SOUTH) � Side (WEST) � Side (EAST) � Rear (NORTH) ------------------------------�---------------------�----------------------�---------------------�--------------------- Primary structure � , 17.4 � ; 27.1� ; 10' (EXISTING BUILDING); �1.3 ; ' ------------i-57-9_----------- ------------------------------�---------------------,-------- Accessory structure ; DUMPSTER ENCLOSURE; 46.7' ' 12•4 ; 120.7' d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanicai 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: Required Provided --------------------------------------------------------=--------------------------------�--------------------••------ Number of trees(including percent native) ; 31 (5 0 0) ; 31 (10 0%) ---------------------------------------------------------�--------------------------------�---------------------------- Number of shrubs(including percent native) ; �3 (5 0 0) � 6 73 (9 9%) --------------------------------------------------------�--------------------------------�---------------------------- Amount of groundcover(including percent native) � 0 SF (50%) ;956 SF (580) ------------------------------------------------------�- --——-------------------------a-------------—-------——-- Total percent of native vegetation ; 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 devefopment 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 8z T CONSULTANTS, INC. Civil Engir�eering — Land �evelopment 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#he following: Site Plan application for Lot 2-Re-development of Existing Facilitv–20 Waterwav Road The subject Lot 2 site consists of a single story bank deposit box facility (5,703 5F) and attached bank drive thru operation on the western 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 updated enclosure for the existing dumpster will remain in the same location of the site. 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. The existing site received several approved landscape waivers as detail below within the history section. We are requesting approval of the site plan with the proposed minor site adjustments along with the previously approved Village of Tequesta site plan and landscape waivers for Lot 2. 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. Parkinq Requirements Lot 2 (Re-development of Existinq Facility): Proposed C-2 Zoninq Allowable Uses (Lot 21: Uses allowed for 1 space per 200SF Required Parking at 1 parking space for 200 SF–4,000 SF/200 SF =20 parking stalls . Allowable Uses Financial Personal services (beauty shop, barbershop, laundry etc...) Medical or Dental office, clinic Genera{ Service and repair Museum or gallery Parkinq provided: = 20 parkinq spaces includinq 1 ADA parkinq 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 l300SF = 14 parking stalls Allowable Uses Business and professional service except Financial. Governmental uses other than Post Office Public library Veterinary office Parking provided: = 20 parking spaces including 1 ADA parking spaces Historv: 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 S03d58'33"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; 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 Existinq Facility—20 Waterwav 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 Lot 2 are the following. 1. A 5' landscape strip is required along the north property line; No landscape strip along the north property line was granted. 2. Along the north property line, 13 trees are required. No trees along the north property line was granted 3. A hedge is required along the north property line, 24" overall. No hedge along the north property line was granted. 4. A 4' landscape strip is required along the south side of the training facility. No landscape strip along the Southside of the existing training facility building was granted. 5. A 5' landscape strip is required along the east property line; no landscape strip along the east property line was granted. 6. Three trees are required along the east property line, 30' on center. One tree along the east property line was granted. 7. A hedge is required along the east property line, 24" overall. No hedge along the east property line was granted. 8. One canopy tree per parking island (nine trees required); seven trees were granted for the parking island requirement. 9. A 10' fandscape strip is required along the south property line, a 3' landscape strip was granted. 10. Along the south property line, 13 trees are required, 30' on center; six trees along the south property line, 12' overall was granted. 11. A 15% interior landscape area is required for the site. 12% interior landscape area was provided for the site and was granted. 12. A minimum of 60% native plant materiaf is required. 41% native plant material was provided for the site and was granted. 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/Zoninq Compatibilitv 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. Surroundinq Uses: Existing Zoning and Land Use Designations 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 Existinq Facilitv-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 STRUCURES F.F. ELEVATION = 17.30' (Existing) 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 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 Existinq 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 51TE 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' �, 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 use for Lot 2 are Retaii 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 Dailv 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 56 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. Drainaqe and Stormwater Manaqement: Existinq Site Drainaqe: 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 focation for the subject Lot 2 site. Per our review of the existing storm water and drainage systems and documents the offsite drainage system of the adjacent shopping center discharges east through a network of drainage systems ultimately discharging to the Intracoastal Waterway. The site has an established legal positive outfall via on-site control structure and connection to the existing drainage system of the adjacent shopping center to the south. The project will maintain a drainage easement and connection agreement on Lot 2 for the redeveloped bank site Lot 1 to maintain the existing drainage and outfall connection SITE PLAN —LOT 2 Re-development of Existinq Facilitv—20 Waterwav 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 Existinq Facilitv—20 Waterwav 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 5,000 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 5,000 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 5,000 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. 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 the following. 1. A 5' landscape strip is required along the north property line; No landscape strip along the north property line was granted. (Granted Waiver to Remain and be Extended—A 3.9' landscape strip has been provided on Site Plan Lot 2) 2. Along the north property line, 13 trees are required. No trees along the north property line was granted. (Waiver no longer required. Trees have been provided as required) 3. A hedge is required along the north property line, 24" overall. No hedge along the north property line was granted. (Waiver no longer required. Hedge has been provided as required) 4. A 4' landscape strip is required along the south side of the training facility. No landscape strip along the Southside of the existing training facility building was granted. (Granted Waiver To Remain and Be Extended. Site Plan Lot 2 provides a 2.0' Landscape strip along the Southside of building) 5. A 5' landscape strip is required along the east property line; no landscape strip along the east property line was granted. (Granted Waiver to Remain and be extended) 6. Three trees are required along the east property line, 30' on center. One tree along the east property line was granted. (Granted Waiver to Remain and be extended.Three trees have been provided on the site plan but not at 30' O.C.) 7. A hedge is required along the east property line, 24" overall. No hedge along the east property line was granted. (Granted Waiver to Remain and be Extended) 8. One canopy tree per parking island (nine trees required); seven trees were granted for the parking island requirement. (Granted Waiver Remain and be Extended) 9. A 10' landscape strip is required along the south property line, a 3' landscape strip was granted. (Granted Waiver to Remain and be Extended. Landscape strip to remain as existing) 10. Along the south property line, 13 trees are required, 30' on center; six trees along the south property line, 12' overall was granted. (Granted Waiver to Remain and be Extended. The required trees have been provided but most of the trees are at or just outside of property line) 11. A 15% interior landscape area is required for the site. 12°/o interior landscape area was provided for the site and was granted. (Waiver no longer required. Minimum 15% interior landscape provided Site Plan Lot 2) 12. A minimum of 60% native plant material is required. 41% native plant material was provided for the site and was granted. (Waiver no longer required. 84% native plant material is being provided Site Plan Lot 2) 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 ranted 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 ranted ranted 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 propert line was ranted 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 alon the east property line was granted. along the east propert 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 alon the east property line was granted alon 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 ranted. was ranted. 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 ranted. and was ranted. 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 ranted ranted Architecture: The existing east building (4,000 SF)will remain with the drive canopy and structures removed. The existing building will receive minor fa�ade 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. Parkinq: 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 buiiding, 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. Sianaqe: 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. Addressinq: 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 Emerqencv 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. 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 & Concurrencv 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: Oblective: 1.3.0 Prohibit/and uses which are inconsistent with the communitV's character and future /and 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 Repuire adepuate parkin.p, suitably arranqed and attractive/y/andscaped, in a/l 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. Policv: 1.3.7 Commercial developments shall be deve/oped in a manner that will compatibly serve the community's needs bv restrictinq 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. Policv: 1.3.10 Require parkinq areas that are qenerouslv landscaped and appropriately liqhted by imp/ementinp provisions within the Zoninq Ordinance. The proposed redeveloped existing facility Lot 2 has provided that the proposed parking areas are landscaped and lighted per the zoning ordinance. Policv: 1. 3.12 as part of the Site P/an Review process, compatibilitv with adiacent/and uses shall be demonstrated. Compatibility is defined as consistencv with the Future Land Use Map and compliance with Villaqe land development requ/ations. 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. Policv� 1 5 2 The Villaqe 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 drainaqe and storm water manaqement open space and safe and convenient parkinp and on site traffic flow by applyinq the site plan review repuirements of the current land development repulations within the Villaqe. 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; deve/opment standards required facilities and infrastructure, the subject site plan review application for 88&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 Riqht of Wavs) �-_---�___.__._ _._ __._____. __.___.___----------_.__.._�—_----._._...._.._....__.___._-�_----__� .. .... Roadway Type� (LOS) Standard (LOS) Peak — I � � Collector* �~ � C D, *Except Country Club Drive and Seabrook Road which are C Urban minor arterials ^T� C ^� �—�---��.�� p ��.."""�_�__ ---- ._�� _ �-- .__.._..___.._._�.+�--�_.._��_.._..__..�_� '---'-_..____Y._�._ _.—_..�..__---�J Principai arterials� � C � ` � I -. 4 --________�.------___ _._.__ _.________. J 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,OOOSF of the existing building and the existing site infrastructure. The proposed land use for Lot 2 is Retail (2,OOOSF) and Medical Office (2,OOOSF). 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,OOOSF) and Medical Office (2,OOOSF) is not projected to generate any additional daily or peak hour trips above the existing development. Therefore the requirements of the Traffic Performance Standards have been met. Existing Bank Use—448 Trips Proposed Retail (2,OOOSF) and Medical Office (2,OOOSF) Uses— 175 Trips (2) Sanitarv 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) Drainaqe: 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. AveNage day water consumption rate: Residential 175 gallons/capita/day b. Maximum day water consumption (induding irrigation): �--__._.______��_..` -------------,.--_. _.._______._._._.____._._._____.____-----.___.._._-.----__.._.._..----__...._.—�______. Residential 180 gallons/capita/day v �� Nonresidential* ��J� ' T � 3,030 gallons/acre/day� 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 orisite. 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: A/l development and/or major redevelopment must provide a minimum five foot wide continuous path of travel for pedesfrians (sidewalks). Sidewalks shall be parallel to al! 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 sidewa►k 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, inc/uding adequate fire hydrant placement, to meet the deve/opment's fire f/ow requirements in accordance with NFPA#1, Uniform Fire Code, and F/orida 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 developmenYs fire flow requirements in accordance with NFPA#1, Uniform Fire Code, and Florida edition. (8) The deve/opment shal!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 p/an. 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 p/ans shall be required which incorporate innovative urban, architectural, and/or engineering design of impervious areas (e.g., parking lots) to maximize the retention of rainfal!to these areas which will increase the recharge of groundwater while reducing storm water runotf. 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 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 deve/opment and major redevelopment, as part of the site plan review and subdivision review process, shall submit a drainage%nvironmenta! statement describing how the proposed deve/opment will affect the estuarine water quality of the class 111 waters of the village, and a/so an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The sfudy shall meet the requirements of chapter 50, article /l, 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. Permittinq: 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 deve�opment. � i • 1 � � Branch Banking and Trust Company Legal Department 200 West Second Street(27101-4019) PO Box 1255 Winston-Salem,IVC 27102-1255 October 19,2016 RE: 101 North US Highway One,Tequesta,FL 33469 To Wham It May Concern: Please be advzsed that C.B. Richard Ellis, Inc. {"CBRE") acts as Owner's Representative and Agent of Branch Banking and Trust Company in real estate development matters, and as such Doug Huesing of CBRE 'ts authorized to execute any applications and other documentation required for permitting, zoning and similar real estate related matters on behalf of Branch Banking and Trust Company, as owner. This authority e�ends specifically to axecution of the aforesaid documentation with respect to property located at 101 North US Highway One, Tequesta,FL 334b9. Please contact me at(33b)733-2400 if you have any questions or need additional information. Sincerely �� . � Katrin D.Ramey Assistar►t Corparate Secretaty Branch Bar�king and Trust Company STATE QF NORTH CAROLINA COUNTY OF FORSYTH I, a Notary Public of Forsyth County, North Caroli�na, certify that Katrina D. Ramey appeared before me this day and acknowledged the execution of the foregoing instrument in her capacity as Assistant Corporate Secretarv of Branch Banking and Trust Company, a North Carolina banki�ng corporation. Witness my hand and official stamp or seal,the �`1��"yday of October,2016, (Official Seal) 1,�('�'� ��'�-�' Official Signature ofNotafy JUL�E ORELLANA NOTARY PUBLIC ,��°�.�� ,�`� ,Notary Public FORSYTH COUNTY Notary's printed or typed name S�ATE OF NORTFi CAROLINA My commission expires: �� j�� t Village of Tequesta 345 Tequesta Drive 561-768-0700 Tequesta, FL 33469 www.tequesta.org � � � Jan��ary 17, 2017 Lee Thompson Vice 1'resident H & �I��Consultants, (nc. 9310 Old Kings Road South, S�iite 1001 Jacksonville, Florida 32�57 Re: RE: Proposed BB&T Bank Redevelopment— Lot and Lot 2 ]Ol US Highway 1 and 200 Waterway Road Subj: Potable Water �lvailability Dear Lee Thoi��pson: This letter is provided in ��esponse to a recent request concernii�g potable watee secvice availabilit�y for the subject project. Please be advised that, as of this date, potable watcr secvice can be made �vailable to the subjecl proper�ty upon the payment ofcertain costs in accordance with the Village of Tequesta Code of Ordinance. Consistent with the Village ofTequesta policy, t�he Developer will be responsible tor all costs associated with connecting to the existing potable water system. Sho�ild you require aciditional information oi� this matter, please contact me at 561-768-0490 Sincerely, Sa�r ffea�f� Sam Head„ CFM, UMC Deputy Director of Utilities The Village of"i�equesta Water Department� �'ice-Afa�•or�'ince_�rena �Ia�-oi_Abb�-Iiiennan Council\Iember�I'om Parerno Council \Iember titc��e Ol�un Council�Ien�ber I�rank D'.Ambra �-illagc AIanager JGchacl K.Couzzo,jr. loxahatchee River District �NV�RONINFHTQC ��///��- �°z Water Reclamation � Fnvironmental Education � River Restoration u,� � '�,�, , _ �.. ,� ' ., o:i 2500 Jupiter Park Drive,Jupiter, Florida 33458 r ,. , '��d;i Telephone (561) 747-5700 •Fax (561) 747-9929 • www.loxahatcheeriver.org yd , �,,.; �y +o�. � y�� • �s» • 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. tJS Highway One, Tequesta, FL 20 Waterway Road, Tequesta, FL SANITARY SFWER AVAILABILITY Dear Mr. "[�hompson: 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 ot'certain costs in accordance with the District Rules. Copies of District Rules Chapter 31-10 are available for your rcview on our web site at www.loxahatcheeriver.org. Fees are currently paid to the extent of 10.5 equivalent connections. Consistent with Uistrict palicy, the Jevcloper:vilt bc responsible far all casts associated with connecting to the existing wastewater system of the District. "I'he 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. Shouid you require additional information on this matter, please contact our Engineering Department at (561)747-5700 xt. 110. Sincerely, ��` �� Clinton . Y r Deputy Exc'cutive Director v:AdevlprojAmiseCCequesta\l�$�I\IOIN\Avail Itr.doc Stc�hrn [3. I�uckoff� U�. A1��[t I I. Ku�lucl. (�i�r�on ;�1 Ij� �,�i� I lar��•ti '�1. �ii��rrin;�n lani�s I). tin��l�r f3oard Nlemher [3uar�1 ��lenibc:r ('hairnitin 13uard ��temher l3c�ard ti1cmher C i ! � i � � January 9, 2017 � i • i� Y'(flJk P�11t"1 N[k F(_)It ! SOL.lf)AVA51 E SOLUTIi)NS �. Mark Hainmond Executive Dicector Solid Waste Authority 7501 N. Jog Road West Pa.lm Beach, FL 33412 Subject: Availa6ility of Solid Waste Disposal C�pacity Dear Mr. Hammond: The Solid Waste Autharity of Paltn Beach County hereby provides certifiication that the Authority has disposal capacity available to accommodate the solid waste generation for the mu�iicipalities and utlincorporated county for tlle coming year of 2017. This letter also constitutes notification of sufticient capacity fot• concurrency management and coin�i•ehensive planning purposes. Capacity is available for both the catning year, and the Cve and ten year planning periods that may be specified in local comprehensive plans. As of'September 30, 2016, the Authority's North Coimty LandfiLls had an estimated 25,303,180 cubic yards of landfill capacity remaining. In addition, the Authority has cotnpleteci the constr•uction of a second Waste-to-Enei•gy facility, and began opef•�ition of the facility in 2015. 'This will significantly extend the useful life of the landfill. Based upon the existing Palm Beach County population, the most recently available - population growth rates published by the University of Florida Bureau of F;conomic and Business and Research (BEBR), mediutn projection, and projected rates of solid waste - generation, waste reductioii and i•ecycling, th� Solid Waste Autliority forecasts that capacity will be availablc at the existing landtill thi•ougll approxirnately the ycar 2049. Ttie Authority continues to pursue options to increase the life of its existing facilities and to provide for all of the County's cureent and firture disposal and recycling needs. As part of its responsibility, the Arithority wilt provide an annual statement of'disposal capacity, using the most cutrent F3EBR projections available. Please provide copies ot this letter to you►•plan review and concui•i•ency management staff. If yoti have �lIly(]LIeSt1vI1S OI' I Ca17 be Ot fl1I'tllel'�1SSISt�lI1Cf;, please do not hcsitatc to contact me. Very truly yours, !' �_ Marc C. Biliner, Ph.D. Chief Administrative Offtcer 75U1 Norlh Joy Road, West Palm Beach, Florida 33412 (561)64U-4000 FAX(561) 6�0-34U0 rz4::,,,, ;,>:,,;. ( 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 Ti m, 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:Vauqhn.Moncrieffe�f�l.corr�] Sent: Saturday, January 21, 2017 6:47 AM To: francis dayao 1 �� G'� November 22.2016 t�, � o • Nilsa Zacarias Village Planner �'L�� Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 RE: Tequesta Bank Site Deputment df Engineering ProjeCt#: 161003 and Pubtic works TRAFFIC PERFORMANCE STANDARDS REVIEW PO. E3ox 2�2z9 i Dear Nilsa: West Yalm L�each.FL 33416-I L2�) I ! The Palm Beach County Traffic Division has reviewed the Tequesta Bank Site Traffic Statement �'�'��t'�`�"`�� prepared by Pinder Troirtman Consuliing, Inc.. dated October 31, 2016, pursuant to the Traffic F:nx �r,b>>f;g�-qp5p � Performance Standards in Article 12 of the Palm Beach County Unified Land Development Code(ULDC) � The project is summarized as follows «�tivw pbcgov.corn � i 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 Paim Beach County The existing 5,703 SF building can be converted into the other uses Board of County ', includin 9 Commissioners '� generai office.or drive-in bank,or general commercial,or medical office Access: A full access driveway on Waterway Rd and additional shared driveways �tary Lou I3erger. �rtayor with the sho in laza '; pP 9 P New Net Daily Trips: -276 f lal R.\'aleche.\%ice ytayor i 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 �I Performance Standards of Palm Beach County. S�even L.��brams ' 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 (RrW) Construction Permit nor does it �telissa�ict�intay eliminate any requirements that may be deemed as sitc related For work wiihin ralm Beach Gounty R/W,a detailed review of the pro�ect wifl be provided upon submittal for a R!W permit application. The }�r�scilia,�'+ I��ylor , project is required to comply with all Palm Beach County standards and may include R/W ded�cation. � iNo 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 I has been submitted,or the approval Istter has been superseded by another approval letter for the same County Administrator property. verdenia C �aker If you have any questions regarding this determination, please contact me at 684-4030 or email to ' 1yuan(c��bcqov.org. ' Sincerely, , /� � �� {�`'�y jl,'�t�� Quan Yuan,P.E. � Professional Engineer � Traffic Div�sion i QYldd ec Addressee Andrea Troutman,P.E -Pintler Troutman Consultinq.Inc Quazi Bari.P.E Senior Professional Engineer-Traffic Division � Dom�nique Simeus,EI,Pioject Coordinator II-i?aKlc Div�sion '%In F.quni Oppa�nmitp Steve Bohovsky,Technical Assistant III-Traffic Division .9ffirntntive Acnon�implovcr' . File General-TPS-Mun-Treffic Study Review F:ITRAFFIC�MM?�MUNICIPAL�TIES�APPROVALS\20161161101-TEQUESTA BANK SITE.DOC �Y �printed on recycled paper 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. i francis dayao From: Robert Kraus <BKraus@pbcgov.org> Sent: Tuesday,January 17, 2017 11:16 AM To: 'handtcon@beifsouth.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: 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 woufd be required from PBC Environmental Dept.for this project. If any of the iandscape 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 francis dayao From: James Weinand <jweinand@tequesta.org> Sent: Thursday, January 12, 2017 828 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 yoLu� sketch will be adequate for this project. Respectfially, 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 Nawcocki Subject: RE: Proposed BB&T Bank Redevelopment Mimecast Attachment Protection has created safe copies of your attachments. James, Thank you for the i•esponse but sprinkling the branch building and the retrofitting the existing building is not planned. Also to clarify the fire lane can have parkii�g on either side of the fire lane within the parking lot cort•ect? See attached sketch. Sholild you have any questions or require additional infoimation, please contact me at (904) 419-1001. Thank you foi•your time and assistance and your timely response will be greatly appreciated. Thank you, Lee Thoinpson Vice Pi•esident H & T Cons�iltailts, Inc. 9310 Old Kings Road Sotrth, Suite 1001 Jacksonville, Florida 32257 Phone: 904-419-1001 From: James Weinand [inailto�weinand��r�tcc�uesta.oi•;�] Sent: Wednesday, January 11, 2017 12:12 PM 1 � �TC Transpartation ConsuEtants • • f • • • � • • • • • • • � � • • • • 2005 Vista Parkway,Suite 111 West Palm Beach, FL 33411-6700 1�61) 296-9648 Fax(561)684-6336 Certificate oE Authorization NumE�er: 7989 February 23, 2017 Revised April 27, 2017 Mr. Lee Thompson Vice President H & T Cansu4tants 9310 O!d Kings Raad South, Suite 10Q1 )acksonviile, Flarida 32257 Re: Tequesta Bank Site—Lot 2 - #PTC16-096 Dear Mr. Thompson: The purpose of this (etter Es ta pravide a traffic equivalency analysis for ehe above referenced project. The site �s lacated in the northeast quacirant of the intersection af Tequesta Drive and US 1 in the Vi!lage of Tequesta. Existing on site is a 5,703 SF drive-in bank. The existing drive-through fanes and 1,703 SF of the existing building are to be demoLished and a 4,Od0 SF 6uilding wil! remain, The proposed use of the 4,Q00 SF building wifl consist of a 2,Q00 SF medicaf ofFice and a 2,000 SF retail use. The buildout of this project is projected to be 2020. The Property Control Number is 60-43- 40-30-00-404-0031. Attachments 1A thru 1C provide the Dai4y, AM and PM peak hour trip generation comparisons for the existing and proposed development. The proposed development is not projected to generate any additional daily or peak hour trips above the existing devefopment. Therefore, the requirements af the Traffic Performance Standards have been met. Driveway volumes are shown on Attachment 2. Sincere{y, r � / // ' ,��'`` `�� I�� /' / P.E. , � ..�G�qr�i.�g�ation #45359 . '• � •�' g ' 3 • . t� µ� � ac meri�s� � : ; . ' t �,o� ;t� :9: $TATE OF ' :�t�� . • i��0,�.�,t►� O R,0�;. �� i''%.SS;oN A;�;:.`�� r�t�� ind¢r Troutman Consutting. Inc. LelterThompson Lot2 16-096 4-27-17 I ripgen 16-096 4�27-17 4/27/2U 17 Attachment 1A Tequesta Bank Site-Lpt 2 , Daily Trip Generation Comparison Existin � Total Fxternal Pass-by New Land Use Intensit Tri Generatiqn Rate(1) Tri s Internal Tri s Tri s Tri s(1) Tri s', Drive-In Bank 5,7U3 SF 148.15 /1,OOU$F g45 _ �� 845 3y� 4�0% 44t3 TOTALS t345 - pA% 845 397 448 Proposed Tutal Exteroal Pass-by Nrw ' Land Use Intensity Tri Generation Rate(1) Tri s I�ternal Trips T'ri s Tri s(1) Tri s Medical Office 2,OUO SF 36.73 11,OOU SF 7Z 4 5.0% 68 7 10.0% p l Retail 2,000 SF 752.O3 /1,000SF 304 4 '1.4% 3UU 186 62.0% ' 114 TOTAL 4,000 SF 37G S 2°/u 368 ' 175 Net Tri • �273� �1)Suurce: lnstitul�of Transpurt�tion Engin�ers,Trip Generaliun,9th Ediuon and Pahn Beac,-h Counry rates. 1 , I npg�en 1 G-ON6 4-27-V 41�7%LU17 ,a Attachment 1 B Tequesta Bank Site- Lot 2 AM Peak Hour Trip Generation Cumparison Existin� Tutal Tri s External Tri s Pass-by New Tri s Land Use I�tensit Tri Generation Rate(1) In Out Tri s Internal Trips In Out Tri s Tri s(1) I� Out Tri s Drive-In Bank ;,703 SF I'?.08/1,OOU SF(57/43) 3�) 3U 64) - U.U% 39 30 6� 32 47.0% L1 IE, 37 TOTAL 39 :30 b9 - 0.0% 39 30 69 32 21 16 37 Proposed Tutal Tri s External Tri s Pass-by New Tri s Land Use Intensity Tri Generation Rate(1) In Out Tri s Internal Trips In Out Tri s Tri s(1) In Out Tri s Medical Office 2,000 SF 2.39/1,OOQ SF p9%z1) 4 1 5 - 5.0% 4 1 5 1 1�A% 3 I 4 Refail 2,U00 SF 0.96/1,000 SF(62/38) 1 I 2 - 5.G% 1 1 L 1 62.0% "I 1 TOTAL 4,UOG SF S Z 7 - - i "L 7 3 2 5 Net Tri s (18) (14) (32) ('I)tiource: Instiuue ol'Transpurtation tngineers,1 rip Generation,Yth Edition and Palm Beach(:oumy rates. 1nFiben 16-U96��I'�-27-17 aii�lzo i� Attachment 1 C ' Tequesta Bank Site-lot 2 ', PM Peak Hour Trip Generation Comparison Existin� �� Total Tri s External Tri s Pass-by New Tri, � Land Use Intensit Tri Generation Rate(1) In Out Tri s Internal Tri s In Uut Tri s Tri s(1) In Out I Trips Drive-In Bank 5,703 SF 24.3 /1,000 SF(50/50) 69 70 139 - UA�/� 69 70 139 65 47.0% 37 37 74 TOTAL 69 7U 139 - 0.0% b9 7p 139 65 37 37I 74 Prouosed � Total Tri s External Tri _ Land Use Intensit Tri Generation Rate(1) In Out Tri s Internal S Pass by New Tri� s Trips In Out Tri s Tri s(1) In Out Tri s Medical Office 'L,UUO SF Ln(T) = U.901n(X)+1.53 ('28/72) :i t� 9 - U.Q°/a 3 6 H 1 10.0%, 3 5 g ReWil 2,OU0 SF 12.81 /1,000 SF(48/52) 12 14 26 - 0.0% 12 14 26 16 62.0% 4 6 70 TOTAL 4,Q00 SF 15 20 35 - 7 5 20 35 7 11 18 Net Tri s (30) (26} (56) �7)Source: Institu�e of Trans�wrtation Engineers,Trip Generation,9lh Edition and Pa6n Beach Counry rates. `� . � � � N.T S. r :/') � SITE � ;�; 3 �io� •--- •__-_— 131 237 Z (i1 1 i13! -. -y TEQUESTA DRNE WATERWAY fZOAD � LEGEND I � S - AM PEAK HOUR � (10} - PM PEAK HOUR 266 - ADT 1b-096 4i 2 7,'1 7 TEQUESTA BANK SiTE ATTACHMENT 2 LOT 2 PROJECT DRlVEWAY VOLUMES �TC . ,t;�: a « r. y '+Z •..-:y,f�,,J��, `.y�x�r�• 4�`FY' ��'� . , ^^' '�C.,,�,,, �+�^�'�'A �. � � r q � ;�., iA�� yrM'l�Y ^�7�,�Y i Y .� �7 . h.r.� �'.. 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'�;.,rEs�fCJ^:� .�: '3 ^ .i.: B �&T -- L C�T � 2� 'I�lu'�T E F�1l�� F�O�a4 Q TE UEST� FL �3��'� L�T � c� , / � SIGN CROSS SECTION � � i� �� PRIMARY ELECTRICAL SOURCE'/2"EMP pipe from panel with 5�� dedicated circuit NEC 600-2 PRIMARY BY OTHERS B 120V PRIMARY ELECTRIC I C TRANSFORMER HOUSING I �j.� _ ; D ELECTRONIC UL POWER SUPPLY 60 WATTS,12V P RO POS E D S I G N �— � � E LED RIP STRIP 1812C STR LT BLUE SUN RESISTANT CONDUIT NOT REQUIRED I � 1 1/4"X 3/16"TAPCON SCREWS ��.� �/ � Min 4 for each letter i 51'6" , ��/� ' - - G EXISTING STUCCO PLYWOOD WALL "'`�* � — __ - -- - --- --- , _ _„--- __., _ , .,w� --- ' H .40 BLACK ALUMINUM RETURN 5" � �--- , SALON MEDICAL ,s�- - - - -------- „ ' '� J #8 X 314 FLAT HEAD SELF DRILLING SCREW PAINTED SAME COLOR � � ' � �,� , �p> K 3/16 ACRYLIC FOR FACES black by day white by night acrylic, ' i i I � ` _�:. ' �\ �K� L 20 AMPS DISCONNECTED SWITCH r I ' ' � ,�; � J � i � � �� ■/� WHITE L.E.D AS NEEDED attached to letters FRONT ELEVATION s I, �Y� with double tape and silicon bond for FRONT lit letters �E�� _ �_ N� �j vz"CONNECTORS SCALE 3/16"=1'-0" � � �_� �� BLACK 1"TRIM D � ` �� M P SUPPLY WIRE FOR LED UL WITH GROUND �; � �� Q 114 drain holes one for each letter WITH LIGHT BAFFLES i �\ � = 2�„ i ; L C I SIGNED PER CODE SIGN "MEDICAL" '�8.5 SQF � NOT TO EXCEED � i ' Q 60 SQF SIGN i°SALON" 13.6 SQF 103" � \ I lO� — � �-� ALL INSTALLATIONS COMPLY WITH F.B,C, CHAPTER 31.08 � i THIS SIGN COMPLIES WITH EXPOSURE "C" ASCE 7•10 2014 FBC. BUILD TO WITH STAND 175 MPH � 20�� ALL ELECTRICAL SIGN SECTIONS TO HAVE U.L LABEL - - A � I IN ACCORDANCE WITH ��NEC 600.3 AND MANUFACTURERS LABEL �38" LOCATED NEXT TO DISCONNECT SWITCH, BB&T - TEQUESTA LOT 2 20 WATERWAY RD TEQUESTA, FLORIDA 33459 � � � -- . .. ._.. _. _Q -- ��'_. --`-.._ . ._ _. . . .._.._ .__.. _-"-..--.__ . . .__..__ � ��'-�-`-- - -- -- � � -- �-- . . . .. . . . � - PAINT COLORS_SCHEDULE AND MATERIALS � � , ; I I= ��t _ .._- .,,, I �- � �- i ,> rs.,,_, �.._ I � _--�---__ - �.-:. .._; . ._ _ _ _ �� 2 �..� --- , i PROPOSED BUILDING �-� ' � � 4 ` i �� AREA 4,000 SQ. FT. �, ` " '�� ! ��- °�° � F.F.E. 17.3' ..,p ,.,f..sw ; , l ■ r ---- -- �; , .. .,a.._., F";.«< , � .. � �- --- -- -----__ �_ __ � � i � _ I i � \ \ I . , - --- � �� , __----__ _ _----- - __ __-- ' �� -- �:._�� - �`- -- � � � �� FLOOR PLAN SCALE 3/16"=1'-0" � � � . ' _r N PR`JP�S�� I ��'�`" SE -5 N A� � � �ECO�NTI\E SCORE L�tiE I �� SN�CC'�`.h Sr ST�J C � . 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'.. �'.y ' -.�..� �il�i ��.ti�� BACK ELEVATION SIDE ELEVATION � SCALE�3/16"=1'0" SCALE.3/16"=1'-0" r———— ————— —————————————————————————————————————————————————————————————————————————————————————————————————————————————————� � � � � � � � � � � i FOR i i k,.-= i i �,� i � BRANCH BANKING AND TRUST COMPANY B&TR = E�� °:�� o�«.=�. � r:o sx�..=��. I COMPLIANCE C�0 PO BOX 167 � �-� � I WINSTON SALEM NC 27102 0167 � _ _.,__�,S��1TE � I � C�O PO BOX �� ARCHITECT: � � � ' WINSTON SALEM NC 27102 0167 �'�� ' � I 5815 WESTPARK DRIVE �, - � I I CHARLOTTE, NC 28217 I I RICHARD B. SALMON, LEED AP BD+C _,�� Q�� I PH: (704)561-3407 (T) ' �""�'` � � � - � �' � �';,. � I SURVEYOR u �-- ��,<<�, n . � � � P R O �J E C T � ALTAMAX SURVEYING _ �o-sk Y I � 910 BELLE AVE. SUITE 1140 � I CASSELBERRY, FL 32708 NORTH � I ROBERT C. JOHNSON PSM 5551 i � PH: (407) s��—o20o PROJECT NOCATION MAP � �� ; � � . � � � LICENSED BUSINESS N0. 7833 • I � 20 WATERWAY ROAD — EXISTING FACILITY LOT 2 �'�'� E"�'"EER � � ` � ; � - � a � � H & T CONSULTANTS, INC. �" � '' I � 9310 OLD KINGS ROAD SOUTH, SUITE 1001 ��` � �; � i, ' z " �� TEQUESTA FLORIDA 33469 �A�Ks°"�'��E , F`°R'°A 3z�5' �, �� '�� STANLEY HILL, PE , I 7 PH: (904)419-1001 FAX: 904-419-1004 � � LANDSCAPE ARCHITECT - � � A & K LAND PLANNING & DESIGN, INC. � � PARCEL CONTROL NO.: 60-43-40-30-00-004-0031 2s2i SUNRISE RIDGE LANE, � � JACKSONVILLE, FLORIDA 32211 � KRIS REED, RLA :� . � �,� I DESCRIPTION: PH:(904)476-9692 !� � . � I LEGAL DESCRIPTION: F ' I I LOT 2,TEOUESTA AT WATERWAY I N D E X 0 F D R A W I N G S � � A PORTION OF COVERNMENT LOT 4,LYING EAST OF U.S.HICHWAY N0.1.SECTIIXJ 30, I � I TONNSHIP 40 SOUTH,RANGE 43 EAST,PALM BEACH COUNTY,fLORIDA; BEING MORE I PAR7ICULARLY DESCRIBED AS FOLLOWS: CIVIL i I COMMENCE AT THE INTERSECTION OF THE EAST RIGHT Of WAY LINE OF U.S.HIGHWAY N0. COVER COVER SHEET NORTH I t,BEING 60 FEET EAST OF THE CENTERIJNE OF U.S.HIGHWAY N0.1,VATH 7HE NO(iTH SURVEY BOUNDARY & TOPOGRAPHIC SURVEY � � L1NE OF SAID COVERNMENT LOT 4; 7HENCE RUN 589'S5'42'E,ALONG SAID NORTH IINE OF P R 0 J E C T VI C I N I TY M A P � I GOVERNAIENT LOT 4,A UISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE C-� GENERAL NOTES N.T.S. � CONTINUE 58955'42"E ALONG SAID NORTH LINE,A DISTANCE OF 155.36 FEET; THENCE I I 503'58�33"W,A DISTANCE OF 721.76 FEET TO THE NORTH RIGHT OF WAY LINE OF C-Z OVERALL SITE PLAN I WAIERWAY ROAD PER SAID OFFIqAL RECORDS BOOK 1913,PAGE 1772; 'fHENCE I 589'S4'18"W ALONG SAID NORTH RIGHT OF WAY LINE,A�ISTANCE OF 146.77 FEET; C-3 DEMOLITION PLAN � THENCE N00'04'10"W,A UISTANCE OF 121.88 FEET TO THE POINT OF BEGINNING. I C-4 SITE PLAN (LOT 2) i I CONTAINS 78,381 SQUARE FEET OF2 0.4220 ACRES,IAORE OR LESS. C-5 PAVING & GEOMETRY SITE PLAN � � C-6 GRADING & DRAINAGE PLAN � I I C-7 UTILITIES PLAN i I � �-g SIGNING AND PAVEMENT MARKING PLAN I I C-9 SITE DETAILS I I � C-10 DRAINAGE DETAILS I I C-10A DRAINAGE DETAILS - STORMTECH I � � C-11 UTILITY DETAILS j i �-�2 STORMWATER POLLUTION PREVENTION PLAN (SWPP) � � C-13 EROSION AND SEDIMENT CONTROL PLAN I I C-14 EROSION AND SEDIMENT CONTROL DETAILS � I � I LANDSCAPE I � L-1 TREE & SHRUB PROTECTION PLAN � P R E P A R E D B Y � L-2 LANDSCAPE PLAN � I L-3 LANDSCAPE DETAILS � � L-4 IRRIGATION PLANS � � � � '� ��°��'��'�� Q L-5 IRRIGATION DETAILS � � 9 L-6 WAIVER DETAILS I I ][�][,�i��]��J� _ �'��][�]�]�']�]I��s ARCHITECTURAL I � A ELEVATIONS � � 9310 OLD KINGS ROAD SOUTH, SUITE 1001 DE.2 DUMPSTER ENCLOSURE i � ELECTRIC I i JACKSONVILLE, FLORIDA 32257 E-1.1B PHOTOMETRIC PLAN � � TELEPHONE (904)419-1001, FAX(904)419-1004 j � DATE: NOVEMBER 2016 � I � I � I � L------------------------------------------------------------------------- ____- ________ __---___-______---_________--___J B O UNDA R Y �c T OP O GRA PHI C S UR V� Y -_ VICINITY MAP(Not to Scale) LEGEND ° ��a�E ��. ��R I I I �j � . �� BU BEN�Hy,ypK��LE j I I' -5'wry O EVFNIEF ` ` C&C i �� - �R� , o� u��M�E u� � ,; , _ � � a I ! II = � � � � SITE B6NCHdfARK y2 �9)!� � c� cav re��covcR�[ic�ti i - ��t°o'O ANG NAIt � �e g "__ "_ ' cr_cvanox=is.ss 'e9 NOT PLATTGD _ c� cw°Nu u'Exk".r�r°cc� isa� , Q�� I I�I II � -"� OWNER: DDR SOUTHEAST TEQUESTA LLC s _ , � � u r � 1 ^ n I �� ? PARCELJ/:60-43-40-30-00-003-0050 GOVERNMENT LOT 3 Q S�T�� cua cn °icrai P,Pc i / � il I �� j� / � . ORB 14691, PC 1871 W p'qo', W� ' ' . . .' i owc o�o ru � "'o'6m � �'5 � J� ov�.r-� c r �I�¢ x . e # � li 3 �u (�+ � �' �m w b o �e 1seJ,P�51S � a +S'4 i D4u DEED/DESC k 4FASUFEO � I \ �JS'ACCF55 EISEUFM 1 � # �� 1 80 e:>t LW CONCREIE ALKwAY �. � I II pi^ _______ _____ ___________ ______ _________ _________________ ___________________ _______________ ______ ______ ____ ______ ____ _ ____ � .. DE ORAN�4CEE15EYEN! � � �1 "� �- �� 1690 16Y2 �N� (0) CESCm'GPON � y I�I a� 9 LINE BEARWG DISTANCE 9 9 %� �� SRE BE'NCN'YARK da i �^, �9 oor�vur � G NN� DV4PSIER PPD � ,p "` Lt S89'55'4YE 9.02' R Ts'�c�E"'E"E"� s i` . . . . ��c so � mv q i za.ez oae�sw.Pc e:� ;�.eo . .�.L , e :•.� . . . � c�rcm�w`.`eox �i � . 589'S5'27"E 9.08' M *��- I� uvoscwr e uvxrrn.wcc carvrxr .zo s9 v.m O N �i� � as-M- \PB 166J.PG 6T� �ACCESS FA/Yp? �19.02 , o� C�6�5��' 0 /1'iR � Rur p xSU�tE� 19 � _ �Y, R �� 1�y� mo�/e'ie �: "�- - ' °��ss'x x cz' S89'S5'42'E 400 86' (M� '_____' __ _ ___ ____ °� ' ��'d TRE CHART a'"c _______'_ffi_ ' ' _ " "" 21 �i zo�a S89'55 42`E 400.94' (�� IB68 � �2 w� 1>?t >)2�16.� '� E � � v� ED r1.00R ELEY�POV - � � 214t 208a '� ` ��t so� �� vc �� i� e'p OAKL� oC `O�NEF k LGNf co. i IR '1 � 165 21.5�1 �'9 '1 � ��O � 28 PALM � 19.30 Fl m ��6 t18 qs Q�' �]ei� zoae 9s3 � #` 131 6"PApp A� I � � �� I 5 I II�Y � W � s 131 'a iui� _ t�� 8d0 - )G �11- � . c '3� 2 3'PALIA oFP �C P0f£ GBtE Slov LSA ' Asv i }� � �J � 19.36 I0.5J I)bB � a'�.J�/` 38 3 6'OAH G �Mx E �"� g ;� II � - '�°�.+,3 2 - 9es ��io'r'oeere5) ��-o�w�.�c�� _ o s ,s -�.s o,�m.�� - za �.z�.s_ �'+�"f''� 'D \»PscE��:� � �n � l �ao ,s'raEc � � x ' "' a� � 42 20"TREE G x� u�HO u z�.es L� EI.]0 � 20.�]' IA9] � ' ' 'R)0' F ' w 143- 4'T E � -�Rl�RRwv�C � I� �I � n '] �__�3__22z1'_'�____ _ __ia.-z4 n �199�� i unurw� NOT PWTTED � m �x I i95- lo"�PALME tFN ',yl � � � a.� etss CIEI g� & 19� u cc OWNER:BB&T 1 STORY CONG e �P�L* 5 � E 2)2- 6'PALu 'R =�Ra`'��A N gox 30e- 2-B"iREE �gi � 5.�03 SQ.R + � � �t I �� PARCEL 60-43-40-30-00-004-0031 ��4- ��P^�^ � xt]B %tt �� „ �' FFE 1].30' 3)5- 10'PAIM \ . I I leu d56 iaf _ �o S }J6- 10"pALM � -uUu05GPE0 aPG n 0.%2 22d2 . 3J]- B"P LN uEa5V2D rti a m � o.6'Ixa nat 212 �� .o f6II' _________ __ _____________ (M) �I a`�.�.�.��9e9 I -�rv I�4 0.� 0 62.0 ___ _ � , - �. � 455 2 PAp NF c_TK 0 LE • ls4 .62 � �sn � I� r ae� n �`� rrc zzsC • GOVERNMENT LOT 4 ' -'--------- - �aa .,.x ,s e ' as r �u �s Fu 19es �I� 1 � i n^.�' os Y 48) 10'pAUI u u�ftEo EN � �s rtce vi�s.»n . �� a.a. � � � � n - �p I 488 ID' AUA uP � "4I �� I��e� �•a xo.�s • � I QY� _ __ � 5AE� � . I 489 fi PALIA � u�iiL04P10EHppmnON 6 e � � .. ". �r �9 � 53) 8 PTLM za� �.sp a I I � � I ,' GRAPHIC SCALE sao e an��n �� 2�.ea � •�N 541 3 3p iRfE Nu� 822 �� t i t i I N $ y�`s D 20 4C saz a' a��n ai r�s�'c�.°c � � �� 2 STORY CO�UC � � I a�93 ,I\is '- ri I SB3 8'PALF u`E CmiL I. I AD�RE55,�101 Z� �L�4j ^ o-= � �j v� 61J 8"PALM �REcoFps BOON ,`J� I� i a aoz so.rr � n"' �` � . . g ¢' � �s 1 MCH= 2C FT. e�s go MoaK qr ; I IYj,�s FFE 22.6�' N t2�e zxnl �v.x zo.iz :�'� � z•�o�a3�20°'s've � � . M 1��I� sa3- a"MrRiLE �K wuxw � I � --i �`F ,d ffi0] \�wNC I - O✓ I 685- 8"PALM D0 - Of LUFYANFE II _�2L� �-y�QL� - 0.ti��Riu 19 9 - � �(�P) I / j� h I I 686- B"MAL1A OAAiIOVUR/W NM ta ias.�Y rrz � I�i L 2 �'a�� zose �s �� ».se[ � i O 69]- .. YRiLE ��r E0.C9 D LMa�PWB g. N I -tTJB- .�� 6C9�_ B�O MV�RUE iE ��N Sz,s, �.o L� �a ' -'-•_�_=M_-`,.".�,'�o;,c %/' uP�w, � �^ - ec �' � �� W � -- SEE DETAIL AREA - -�'-�-'�� -" '°, - ""R"E - ]2�� 2)- 10"pAIM � dl SITE BENCHbIARK HI I j �R �tObl W en I '�.�30+�, 49- 10' AL1A FOLAGnu4 °�' � I " �21b °' �� 9 �� EM1LEMEN! 21.12 � �J. 540� 11.3' v „ . C IN✓ o . A J I � I I'�i � Sat �S�E9• oF -_� 1e.5' . e 9.5' 2�. _ u o n � ELIEYA110N� 9.6� � I Ca IM/I.65 E --, Lti�' � li I�Fs 843- 2-3"APA�� - pU5 L aOIE I � �I'I �GAS`L � y o.s' �ry- . _____ iuLL 0 � �f / I �'^O r xc sx 944- 2-S" LFf �L �Raar � t ��___2ia�� ♦ � ' . � � B92- i2 OAI( ' I�j � s� 583 2151 � __ N _- _ ovc¢wxc fm,/ Ny�, (u �.n'�� I I � r ` I �' I � � 956- 6"TftEE R/N - uCREiE F!PE 2 m I � p � J �u n o _ L_________� _ __ __ � N t n O . uc nl � i9.`50]tRi51� e I df / \' <o � � IW Fx05'PiF 98�- 80"�PAUA � -�HiOFuaHO(E 'I � d . � �^ ♦ " � n 2p3t BOnOu i �� 982- fi PALAI � � II e� sEf I/Y 1 W �V' 61] o _ YJtNAFY UNE sPs gq 4 � � ° �e�es� m d � x�.ss. .�0z�s�,s.mss, zae - I � � i\ 589'S7'30'W 300.29' (A1)9 �or`v".+noin-cE I r � �.�,.v.9� -_ _-_ _�`_.-- ' _ _ _-_- --' �' --- -- `- • . _�'e'_ ��- _-- - - - -- - --- - - ------- ----------------- °-�°so°-_ aaui��w.v L,ve aos�'' " ' s� ' E � / � cam ' ,_ ss� s� �_ _ ^ ''a' _ 589'S7'17'W'' 30C.00' (D) Q sroeu axoic , j I� . zuo m�a maa �s.so wsS89'S4 38`W STE.Sb^(D'$eF1�` _�' t^Y-:�� o--__ '- -_ -"�'___ .r '�-'-'---�--o -un�recaou.w mcnron�r � . -sraau n:�n � - N�1 wc�rrorweriurrrK -'-- ,�LS- - '-'-` - - '-'=�'0=--'-'-'---' ' '-'-'- � iacs R�ca-n.-.-.-,_ue.�---. - -�-'-'- - ' � _roa�orawz awve s � p � ss�.vc ses xi.0 zoso s�� u� �n.w- -. .-. -' ia es ' < ; (sw[o sxu� � 5�I INLLB�FSwAiER) I' �LB�]eJJ•�1�� _ilU��F�L SLN 1 � �p�� 6�rs inv i�.os B�iiOu i5.t5 ��r � _1ELEPC�SGWL� �wc iw . S vtv u.v�sze � WATERWAY ROAD (60' R/W)g �� e I I - B0% � �i��•��a� ��rv'Rs.��°aE - - � -E • - - • - - - . - --� ABBREVIATIONS&SYMBOLS GENERAL NOTES: UTILITY NOTES(CONT.): FDOT GENERAL NOTES: BB - BOTTOM OF BANK 1. EXISTING FEATURES AND BOUNDARY MFORIMTIDN BASED ON A SURVEY BY: 13. THE COMRACTOR SHALL FOLLOW THE PROVISIONS OF FLORIDA STATl/TE 386 IF ANY WATER LINE IS � qLL AIATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-Of-WAY SHALL CONFORM TO THE BC - BACK OF CURB ALTAAWX SIIRVEYING,910 BELLE AVENUE,SUITE 1140 CASSEIBERRY,FL 32708, BROKEN OR WATER SYSTEN IS SHUT OFf DURING CONSTRUCTION.FLORIDA STATUTE 386 STATES BLK - BLOCK WWW.ALTAMA%SURVEYING.COM,PHONE:407-677-0200 TH4T THE HRS FOR THE VILLAGE OF TEQUESTA AND PALM BEALH COUNN PUBUC HFALTH UNR (IATEST EDRION)FDOT DESIGN STANDARDS AND THE(LATEST EDITION)STANDARD SPECIFICATIONS FOR BFP - BACK FLOW PREVENTER DIRECTOR OR HIS�ESIGNEE OR THE Sl1BJECT SUPPLIER OF WATER WILL ISSUE A BOIL ROAD AND BRIDGE CONSTRUCTION. 2. ALL WORK PERFORNED AND AIATERIALS USED WRHIN THE FDOT'S,COUNIY,AND Citt ( � BM - BENCHMARK RIGHT-OF-WAYS IF APPLICABLE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WATER/BOTTLED WATER NOTICE FOR ALL AFFECTED CUSTOMERS OF THE PUBLIC WATER SUPPLY y, �NTENANCE OF TRAFFIC IA.O.T.FOR THIS PROJECT WILL COMPLY WITH THE FLORIDA BPC - BURIED POWER CABLE FDOT'S'DESIGN STANDARDS".AlL AREAS DISTURBED BY THE CONSTRUCTION EFFORT WRHIN SYSTEIA WHEN AN IMERRUPTION IN SERVICE OCCURS(WHICH RESULTS IN A COIAPROMISE OF THE DEPARTIAEM TRANSPORTATION DESIGN STANDARD INDE% 600 SERIES AND THE IATEST EDRION OF CALC - CALCULATED SAID RIGHT-OF-WAYS SHAIL BE RESODOED TO IAATCH THE EXISTING SURROUNDING GRASS SYSTEIA IMEGRI7V WHEN THE HEALTH OR LIFE OF AN INONIDUAL,OR THE HEALTH OR WES OF � � COVER. INDIVIDl1AL5 MAY BE THREATENED OR IMPAIRED OR BY WHICH DISEASE IAAY BE CAUSED)OR WHEN THE IMNUAL ON UNif'ORIA TRAFFIC CONTROL DEVICES(MUTD).SPECIAL ATTENTION WILL BE GIVEN TO C&M - CALCULATED &MEASURED A HISTORY OF UNSATISFACTORY &1C7ERIOLOGICAL SANPLES RESULT OR WHEN THE SYSTEAI FDOT DESIGN STANDAR�INOEX 611,612,613 AND 660. C@W - CONCRETE BLOCK WALL N 3. ALL DIIAENSIONS ARE TO FACE Of CURB OR i'ACE OF SIDEWALK UNLE55 OTHERWISE NOTED. pRE55URE DROPS BELOW 20 P51. THIS BOIL WATER/BOTfLED WATER NOTICE WILL BE IIFTED BY CC - COVERED CONCRETE p 4. ALL TRAFFlC SIGNS AND uARKINGS SHALL BE IN ACCOR�ANCE WRH THE U.S.DEPARTMEM THE HRS PUBLIC HEALTH UNIT DIRECTOR(OR HIS DESICNEE)WMEN THE SYSTEIA PRESSURE AND 3. IT IS THE PERNfTTEE'S RESPONSIBILIIY TO OBTAIN FINAL ACCEPTANCE OF PERMITfED WORK CF - CONCRETE FLUME N OF TRANSPORTATION IAANUAL OF UNIFORN TRAFFIC CONTROL OEVICES(MIf�CDJ,IATEST EDRION. IMEGRIIY ARE MTACT AND,SUBSEOUENTLY,TWO CONSECUTNE DAYS OF SATISFACTORY (COAIPLETE�J AND THE RESTORATION OF THE RIGHT-OF-WAY FROIA THE�EPARTMENT PRIOR TO CHW - CONCRETE HEAD WALL 5. SEE ARCHRECTURl�L�RAWINGS FOR CONSTRUCTION DETAILS AND DINENSIONS OF BUIL�INGS. MICROBIOIOGICALS ARE DOCUMENTED THROUGH CERTffIED DRINKINC WATER LABORATORY ANALYSIS USAGE. CLF - CHAIN LINK FENCE W 6. FOR CONCREfE SIOEWALK JOIM IAYOUT UNDER ROOF LWE REFER TO ARCHRECTURAL DRAWMGS. RESULTS. IN THE CASE WHERE THE SIIPPLIER OF WATER ISSUES THE BOIL WATER/BOTTLED WATER �-' NOTICE,THE VILLAGE OF TEQUESTA PUBLIC HFALTH UNIT SHALL BE NOTIFIED AS SOON AS POSSIBLE 4. PERIAITTEE WILL RESTORE THE RIGHT-OF-WAY AS A IAININUAI,TO RS ORIGINAL CONDITION OR CL - CENTERLINE AND PRE�ERABLY IN AOVANCE OF THE EVENT, (THE COMRACTOR SHALL PROVIDE BOTTLED WATER). BETTER IN ACCORDANCE WflH FLORIDA DEPARTAIENT OF TRANSPoRTATION'S IATEST STANDARD CM - CONCRETE MONUMENT 7. rt IS THE CONTRACTOR'S RESPONSIBW7Y TO IOCATE ALL CABLES AND IfiLITIES PRIOR TO SPEpFICAT10NS FOR ROAD AND BRIDGE CONSTRUCTION OR AS DIRECTED BY RESIDENT OPERATIONS CMP - CORRUGATED METAL PIPE COMAIENCEMENT OF CONSTRUCTION.ANY BREAK IN UNDERGROUND CABLES AND/OR UTILRIES MANAGER. CO - CLEAN OUT SHALL IMMEDIATELY 9E REPAIRED AT THE CONTRACTOR$EXPENSE. 14. CRAVItt SEWER PIPES SHAII BE ASTA1�-3034 SDR 26,UNLESS OTHERWISE INDICATED ON PLANS. CONC - CONCRETE 5. SODDED AREAS QF MPLICABLE)WILL BE IN ACCORDANCE WITH STANDARD INDEX 105 AND e. FDOT STANDARD REFERS TO FDOT CURREM VERSION OF FDOT SPEqFlCATI0N5 AND STANDARD 75. SEWER LINES ARE DESIGNED TO FINISHED GRADE AND SMALL BE PROTECTED FROIA DAAIAGE SECTIONS 162,981,982,983,987 OF THE DEPARTMEM'S STANDARD SPECIFlCATIONS FOR ROAD COVD - COVERED .. INDEXES.FDOT DESIGN STANDRRDS AND SPECIFlCATIONS f'OR ROAD AND BRIDGE AND BRIDGE CONSTRUCTION,lATEST EDITION.ALL DISTURBED AREAS WILL BE SODDED WRHIN ONE(1) CP - CONCRETE PAD CONSTRUCTION. 16. CONTRACTOR SHALL PROVIDE fOR ALL STORAGE OF YATERIALS AND EOUIPIAEM.IAATERIALS WEEK OF INSTALLATION OF SAID PERIAITfEO WORK. CW - CONCRETE WALKWAY AND SUPPUES SHAIL BE PLACED THAT ENDANGERIAEM OR RESTRICTION OF VEHICUTAR D&M - DEED/DESC& MEASURED 9. NEW SPOT ELEVATIONS REFER TO PROPOSED TOP OF PAVEMENT UNLE55 INDICATED OR PEDESTRIAN TRAFFIC WILL NOT OCCUR. 6. OWNERSHIP OF ALL SURABLE EXCAVATED AIATERIALS,AS DEfERNINEO BY THE DEPARTMENT, DE - DRAINAGE EASEMENT OTHERWISE ON THESE DRAWMGS. 10. ALL CONCREfE WORK SHALL CONFORIA TO ACi 318-89,'STANDARD BUILDING CODE 17. IF SOLVENT CONTAAIINATION IS FOUND IN THE PIPE TRENCH MTENDED FOR A PROPOSED SHALL REAIAIN IN THE DEPARTMENT UMIL A FINAL ACCEPTANCE OF THE PERUITTED PROJECT IS DESC - DESCRIPTION FULFILLED.EXCAVATED A44TERIALS SHALL BE HAULED BY THE PERNITTEE,AT THEIR COST&E%PENSE PL45TIC WATER 1.IAIN,THE CONTRACiOR SHALL STOP WORK AND TNE PftOPER AUTHORTIES DP - DUMPSTER PAD F REOUIREIAEMS FOR REINFORCE�CONCREfE."ALL CONCRETE SHALI HAVE A NINIMUM FROIA THE SITE TO THE PAIAI BEACH OPERATIONS CENTER OR STOCKPILED IN THOSE AREAS AS OW - DRIVEWAY . COMIPRESSNE STRENGTH OF 3,000 PSI AT 28 DAYS. PROVIDE 3/4'CHANFER AT ALL NOTIFlED.WITH APPROVAL OF THE PERMITTING AGENCY,DUCTILE IRON PIPE,FfTTINGS AND DIRECTED BV THE OEPARTAIENT,INCLUDING ASPHALT MILLINCS. a E%POSEO CONCRETE EDCES. SOLVENT RESISTANT GASKET MATERIAI SUCH AS FLUOROCARBON SHALL BE USED IN THE EB - ELECTRICAL BOX � CONTAMINATED AREA;THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEVOND 11. REINFORCWG STEEL SHALL 9E BILLET STEEL CONFORMING TO ASTN A615,GRADE 60.UNLE55 ANY SOLVENT NOTED.ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PUCED ON 7. RESTRICTED HOURS OF OPERATION WILI BE FRON 9:OOAM TO 3:10P1A,(A70NDAY-FRIDAY), ESMT - EASEMENT INDICATED OTHERWISE,AIINIAIUN SPLICE LENGTH SHALL BE 40 BAR DWAEfERS WHERE CONT. AN IIAPERAIEABLE MAT AND COVERED WRH A WATER PROOF COVEftING.THE PROPER UNLESS OTHERWISE APPROVED BY THE OPERATIONS ENGINEER,OR DESIGNEE. E�P - EDGE OF PAVEMENT AUTHORITIES WII.L 8E NOTIFIED AND THE COMAAIIWTEO SOIL HELD FOR PROPER�ISPOSAL. FIRM - FLOOO INSURANCE RATE MAP (CONTINUOUS)IS INDICATED ON PUNS. 8. COIJ�RACTOR WILL ENSURE THAT ALL LOCATES HAVE BEEN PERFORAIED PRIOR TO SCHEDULING OF ANY E%CAVATION 12. THE COMRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING STRUCTURES,IMPROVEAIENTS, �e� �ERTICAL AND HORIZONTAL CHANCES IN WATER/AAIN AUCNMEM AND ALL BENDS,TEES AND FFE - FINISHED FLOOR ELEVATION UTILITIES,PROPERIY UNES,EASEAIENTS AND SETBACKS,AND CONFIRIA ALL PROPOSED �ALVES SHRLL BE RESTRAMED WRH NECHANICAL JOIM RESTRIANER GLAIJDS,"IAEGALUG" 9. COMRACTOR WILL COORDINATE ALL WORK WITH THE OPERATIONS PERMITS�EPARTNENT USING FH - FIRE HYDRANT OIMENSIONS AND EIEVATI0N5 PRIOR TO COMMENCING CONSTRUCTION OR ORDERING RESTRAMER GLANDS OR APPROVED EQUAL. pHONE R .COORDINATION WIIL INCLUDE A PRE-CONSTRUCTION NEEtING. FDC - FIRE DEPARTMENT CONNECTION MATERIAIS. 19.ALL WATER,SEWER AND FIRE LWE CONSTRUCTION,NATERIALS ANO APPRUTANCES SHAIL BE `CS' - FLOOD UGHT IN ACCORDANCE WITH THE VILLIGE OF TEQUESTA UTILf7Y DEfAILS,STANDARDS,SPECIFICATIONS ��CONTRACTORS PERFORMING THE PERMITfED WORK ACTM7IES SAHLL PROVIDE THE DEPARTAIEMS(PERMR OFFICE)PROOF FND - FOUND 13. THE COMRACTOR SHAIL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR OF A PROPER STATE CONTRACTOR'S LICENSE AND CERTFICATES OF LIABILIIY INSURANCE PRIOR TO ANY COMMENCEAIEM OF FOC - FIBER OPTIC CABLE ANO REQUIREMENTS. VERIFICATION AND LOCATION OF ALL I1TIL1TIE5(ELECTRIC,GAS,TELEPHONE,EfC.). PERMITTED WORK. pFP - FLAC POLE Q p) 14. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS BE fOUND TO VARY FROM WHAT IS Z0. SANRARY SEWER CLEANOUTS TO BE PLACED AS SHOWN ON THE ENGINEERING PIANS. 1/. THE INSTALUTION OG ALL NEW UNDSCAPE M4TERIALS WILL BE IN ACCORDANCE WITH THE CURRENT EDRIDNS OF THE -G- - GAS LINE � �(p SHOWN ON TNESE PUNS,THE COMRACTOR SHALI NOTIFY THE ENGMEER INAIEDIATELY STANDARD INDICES�{546,560 AND 700(HORIZONTAL CLEARANCE/CLEAR ZONE REOUIREMEMS). � - G/1S METER W O�' IN WRRING. 21. NO WATER METER BOXES T�BE PLACED IN SIDEWALK OR ORNEWAVS. �. - GUY WIRE ANCHOR � 12.THE FDOT PERIAIT 5 VALI�FOR ONE YEAR FRON DATE Of ISSUANCE. �} - HANDICAP PARKING �N �M 15. AS-BUILT DRAWINGS SHALL BE NRNISHED TO TME ENCINEER IN ACCORDANCE WITH THE Zy, pLL FITTMGS TO BE RESTRAINED. HR - HANDICAP RAMP �� 'J �/� SPECIGICATIDNS AND REQUIREIAEMS NOTED ON THI$SHEEf. 1S. COMRACTOR WILL PROVIDE THE DEPARTMEM WITH CERTIFIED'AS-BUILT"PLANS PRIOR TO FlNAL ACCEPTANCE OF INV - INVERi ELEVATION O a L� V I 23. All DISTURBED AREAS TO BE SODDED. PERMITTED WORK. ~J 16. CRADES SHOWN ON PIANS ARE FINISHED GRADES UNLESS OTHERWISE NOTED. IP - IRON PIPE �i w 24. fIRE HYDRANTS AIAY BE UTILIZED TO BLOW-OFF AND FLUSH THE IAAINS.HOWEVER,SAIAPLE IR - IRON ROD � 17• THE COMRACTOR SHALL NOTIFY THE ENGINEER IN WRITINC WRHIN 7 DAYS OF COAIPLETION POMTS IAl15T BE TAKEN AS NOTED ON F.D.E.P.WATER PERMIT. 14.CONTRACTOR SHALL REPAIR ANY AND ALL DAA44GE DONE TO FDOT PROPERTY DURING DEMOLITION,RELOCATION AND�OR � - STORM JUNCTION BOX � w a � OF THE PROJECT,STATING THAT THE DRAINAGE SYSTEAI IS COIAPLETE AND READY FOR INSTALLATION ACTNITIES AT HIS SOLE E%PENSE. H INPECTION AND CERTIFICATION BY THE ENGINEER. L -ARC LENGTH f� a w O 25. CONTRACTOR TO SUPPLV AND WSTALL NECESSARY BENDS/FITfINGS(TO BE RESTRAINED)TO 15.CONTRACTOR SHALL ENSURE THAT SODDED AREAS WILL BE IN ACCORDANCE WITH STANDARD INDEX 105 AND SECTIONS Xf - LIGHT POLE CO �g. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS ONLY. ALLOW DEFLECTION OF PROPOSED DOIAESTIC WATERMAIN AROUND SANITARY SEWER NAINS 762.575,987,982,983,987 OF THE DEPARTIAEM'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LSA - LANOSCAPED AREA 2'� Z AND LATERALS.COMRACTOR TO IAAIMAIN 16'VERTICAL SEPARATION AT CROSSINGS. LATEST EDITION.ALL DISTRUBED AREAS WILL BE SODED WITHIN ONE(1)WEEK OF INSTAILATION OF SAI�PERMITTED WORK. MEAS - MEASURED p� 19. THE CONTRACTOR SHALL USE NECESSARY MEANS AND IAETHODS TO CONTROL SURFACE MF - METAL FENCE N� J AND GROUNDWATER DURING CONSTRUCTION,INCLUDING BUT NOT UAIITED TO SURFACE 26. CONTRACTOR TO SUPPLY AND INSTALL NECESSARY BENDS/FITTMGS(TO BE RESTRAINED)TO ML - METAL LID GRADING,DEWATERING TRENCHES WITH SUTAP Pl11AP,WELL POWTING,ETC. THE CONTRACTOR pLLOW DEFLECTION OF PROPOSED WATERIAhIN AROUN�PROPOSED STORIA SEY/ER IAAINS. MS - METAL SHED Q IS RESPONSIBLE FOR DETERIAINING ACTUAL AND LIKELV DEPTHS TO GROUNUWATER AND THE WATER COMROL NECESSAR7 TO M1EET MOISNRE AND DENSIiY REQUIREMENTS FOR THE CONTRACTOR TO MAIMAIN 6"VERTICAL SEPARATION A7 CROSSINGS. �- MITERED END SECTION � NATNE OR�MPORTED SOILS. � - MONIiORING WELL w _ 20. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE ENGINEER AND OWNER PRIOR TO THE 2�. ALL FIRE HYDRANTS TO BE INSTALLED PER VILLACE OF TEOUESTA WATER STANDARDS Al4NUAL,SECTION 3.8. N&D - NAIL & DISK E%PORT OF SOILS FROA1 THE SITE.ANY REMOVAL OF SOIL WRH017�WRITTEN APPROVAL FROM NGVO - NATIONAL GEODETIC � Z THE ENGINEER AND OWNER SHALI BE DONE AT THE COMRACTORS RISK. 28. ALL FIRE HYDRANTS SHALI BE IAID TO AIININRE WINERAeILIIY TO TRAFFIC. VERTICAL DATUM w NTS - NOT TO SCALE '^ 27. ALL ON SRE ElSEMENTS MUST BE APPROVED AND RECORDED PRIOR TO ISSUANCE OF COs 29. TAP CONNECTION TO ANY VILLAGE OF TEQUESTA WATERMAIN AIAY Al$0 REOUIRE A PERMR FRON 7HE VILIACE OHE - OVERHEAD ELECTRIC V OR TCOa. OF TEOUESTA. OL - ON LINE ORB - OFFICIAL RECORDS BOOK 22. ALL CONSiRUCTION AND STOCKPILED VEGEfATNE DEBRIS AND FILL WILL 9E REMOVED FRON THE 3D. THE VILUCE OF TEOUESTA UTILIN DEPARTMENT TO OPERATE POTAB�E WATER VALVE AT ALL OW - OVERHEAD WIRE � SITE,M THE EVEM A CONSTRUCTION SITE IS A94NDONED PRIOR TO PROJECT COMPLETION. TIE IN LOCATIONS.ANY REQUEST FOR WATER TO BE TURNED ON OR OFF AIUST BE OWK - OVERHEAD WALKWAY 23. ALL IIAPROVEIAEMS ARE TO BE OWNED AND MAINTAINED BY THE PROPERIV OWNER AND WILL CDORDINATED THROUGH THE THE UTIIJtt DEPARTMENT. PB - PLAT BOOK NOT BE DEDICATED TO THE PUBLIC OR WJMAINED BY THE PUBLIC. 31. COPY OF ANY FDEP PERMIT WILL BE PROVIDED TO THE VILLIGE OF TEOUESTA UPON REqEPT PC - POINT OF CURUATURE 24, ALL FIRE PREVENTION AIEASURES AND PROV510N5 SHALL BE IN ACCORDANCE WITH THE IF REOUIRED. PDOT- PER DEPARTMEN7 OF FLORIDA FIRE PREVENTION CODE,2010 EDITION(FFPC 2010 Etl). 32. COMRACT�R TO COAIPLY WITH THE VILLAGE OF TEQUESTA ORDIN4NCE5 FOR STORM WATER POLLUTION TRANSPORTATION AS-BUILT REQUIREMENTS: PReveNiiou nNo e[5T AIANAGEMENT PRACTICES. PEP - PER ENGINEERING PLANS � PG - PAGE 1. THE CONTRACTOR SHALL PROVIOE COIAPLETE AS-BUILT INFORMATION TO THE ENCINEER M 3J, CONTRACTOR TO CONSTRUCT CONCRETE PAD UNDER ANY REDUCED PRESSVRE BACKFLOW PI - POINT OF INTERSECTION ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: PREVENTER IF A PREVENTER IS REOUIRED PER THE PIANS. P&M - PLAT& MEASURED p. AS-BUILT DRAWINGS SHALL BE PREPARED IN AUTOCAD FORA44T BV A REGISTERED LAND POB - POINT OF BEGINNING SUMEVOR,AND SH4Ll BE IN CONFORMANCE WITH ALL AUTHORITIES HAVINC JURISDICTION. }4. ALL SANITARV SEWER CLEANOIRS IN PAVEMENT ARFAS SHALL BE PER LOXAHATCHEE RNER DISTRICT STAN�ARD SD-10. POC - POINT OF COMMENCEMENT FNE SEf OF SIGNED BLUEPRINTS AND A SEf OF AUTOCAD 2072 DRAWINC FILES OF THE PP - POWER POLE o PROJECT SHALL BE SUBIAITfED TO THE ENGINEER FOR REVIEW AND APPROVAL. 35. ALl SANRARY SEWER GLEANOVT PlUGS SHALL BE FLUSH WITH GRADE.(RECESSED) PS - PARKWG SPACES p 3.PROVIDE BUILDINC LOCATIONS,FINISHED FLOOR ELEVATIONS.PAVEIAEM GRADES AN�ALL PT - POINT OF TANGENCY z o � PVC - PLASTIC PIPE � UNDERCROIIND FACItJTIES. 36. AlL SANRARY SEWER LATERALS TO BE PVC SDR-26. R - CURVE R4DIU5 4.PROVIDE SPECIAL DETAIL DRAWINGS AT LOCATIONS WHERE INSTALUTIONS WERE NOT AS RP - RAMP z � � a SHOWN ON CONTRACT�RAWMGS DIIE TO FlELD CONDITIONS OR WHERE REQUIRED FOR 37. ALL FIRE MYDRAM ASSEIABLIES TO BE RESTRAINED. RCP -REINFORCED CONCRETE PIPE � N a cuRm. R/W - RIGHi OF WAY � w � � o 38. CONTRACTOR TO PROVIDE 12 GAUGE TRACKWG WIRE ON ALL NON-MEfALLIC WATER AND M � 5. PROVIDE LOCATqN,ELEVATION AND OESCRIPTION OF BENCHMARK(S). � Z SEwER MAINS AND SERVICES. - SANITARY MANHOLE Z � a x 6.LOCATE AND PROVIDE ELEVATIONS OF ALL STRUCNRES. LOCA710N OF ALL STRUCTURES Q � � � SH4LL eE FROu(2)DIRECTIONS. 39. A VILIAGE Of TEQUESiA RIGHT-OF-WAY USE PERIAIT IS REQUIRED WHEN WORKS SAN - SANITARY LINE � C� p � ARE TO BE PERFORIAED IN SUCH ROW. GC SHALL APPLY FOR PERMITS AS REQl11RED. SN - SIGN J Z �n O 7. LOCATE ALL PIPES AND PROVIDE THEIR SRE.ELEVATION,LENGiH AND NPE. SWF - STOCK WIRE FENCE � w � � UTILITY NOTES: 40. CONTRACTOR TO PROVIDE AND MAINTAIN SIGNAGE FOR SIDEWALK CLOSURE D0.00 - SPOT ELEVATION � � ¢ - o , AS PER PALM BEACH COUNTY REQUIREMENTS AND FDO7 REOUIREMENTS -SD- - STORM/ORAIN LINE � 1. WMERE WATER IANN IS UID UNDER DITCHES,WLVERTS OR OTHER PIPELMES WRHOUT DURING INSTALLATION OF WATERMAIN, SANITARY SEWER FORCEMAIN, SIDEWAIK QoO - STORM .UANHOLE Q C� N � � FITTINGS.THE MAXIIAUN DEFLECTION AT ANY JOINT SfiALL NOT EXCEED 50R OF THE AND DRNEWAYS. Z m AU)(IMUM DEfIECTION RECOMNENDED BY THE ANNUFACTURER OF 7HE PIPE FURNISHED. -T- - UNDERGROUND TELEPHONE (� z Z Z a UNLESS oTHERWISE SHOwN ON DRAWINGS. 41. FDEP WATER AND WASTEWATER PERMIITS AIONG WITH THE CIN'S AND/OR COUNN UTILITIES � - STORM CATCH BASIN Z y O �. 2. ALL NEW PIPE SHPLL HAVE A IAINIMUM DEPTH OF COVER OF 36 INCHES IAEASURED CONSTRUCTION PERMITS ARE REOUIRED. TB - TOP OF BANK ~ a � Y m FRDIA THE TOP OF THE PIPE TO THE GROUND SURFACE,EXCEPT AS OTHERWISE iP - TRAFFlC POLE J U NOTED ON DRAWINGS. VERTICAL AND HORIZONTAL AUGNMEM A1AY BE ADJUSTE�TO �S p_, O � � IAEEf ADVERSE FIEID CONOITIDNS UPON APPROVAL BY THE ENGMEER. - TRAFFlC SIGN w }. HORIZONTAL AND VERTICAL SEPARATION REQUIREIAENTS SH4Ll BE IN ACCORDANCE WITH � - TRANSFORMER�JUNCTION BOX = M O LOXAHATCHEE RNER�ISTRICT STANDARO SD-30 FOR SEWER AND VILWGE OF TEOUESTA WA7ER�EPARTIAEM(SECTION 3)FOR PO7ABLE WATER. TR - TELEPHONE RISER m � 4. REFER TO IOXAHATACHEE STANDARD SD-30 SHOWN ON SHEET C-9.UTILIiY DETAIL SHEET. TSB - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE 5. ALL WORK PERFORAIED WITHIN PUBUC RIGHT-OF-WAY REOUIRES A SEPARATE PERMR N - CABLE N RISER � ISSUED BY GOVERNING AIf�HORItt.GC SHAIL MPLY FOR PERMITS AS REOUIRED. NP - NPICAL 6. WATER IMINS TO BE PRESSURE TESTED TO 150 P51 FOR A TWO(2)HOl1R PERIOD IN UP - UTILI7Y POLEMENT ACCORDANCE WITN STANDMDS AND SPEQFICATIONS BY THE VILUGE OF TEOUESTA -W- - WATER LINE � IRILRIES DEPARTNENi,WHO SHALL BE NOTIFlED AT LEfST 24 HOURS IN ADVANCE. WF - WOOD FENCE 7. ALL D.I.GITIINGS SHALL BE THM CEAIENT LINED. THE LINING SW1LL COMPLY WITH AN51 WLF - WETLAND FLAG STANDARD A21.4(AWM/A C104-95,LATEST"CENEM-MORTAR LININC FOR DUCTILE IRON WS - WOOD SHED PIPE AND FITTINGS FOR WATER'. ALl BOLTS,NUTS,STUDS AND OTHER UNCOATED PARTS i� - WATER VALVE OF JOIMS FOR UNDERGROUND INSTALLATION SHALI BE COATED WITH ASPHALT OR COAL-TAR � - WqTER METER PRIOR TO BACKFILLING.ALL FITfINGS SHALL BE IAECHANICALLY RESTRAMED. J/ - NUMBER JOB N0: 8. ALL WATER AND SEWER CONSTRIICTIDN WITHIN THE THE VILLAGE OF TEQUESTA SHALL BE � - EASEMENT NUMBER PERGORAIED BY AN UNDERGROUND UTILIN COMRACTOR UCENSED UNDER THE PROVISIONS OF CH4PTER 489 OF THE FLORIDA STATUTES. IAW - IN ACCORDANCE WITH DRAWN:GT 9. WATER SERVICE LINES CONNECTIONS TO IAETERS SMALL BE IN ACCORDANCE WITH TME VILUGE OF TEOUESTA STANDARDS AND SPECIFICATIONS. CHECK:SGH 10. AS-BUILT DRAWINGS SHALL BE PREPARED BY AND BE SIGNED BY E.O.R.AND BE IN ACCORDANCE WRH THE THE VILLAGE OF TEOUESTA REOUIREIAENTS. DATE:NOV. 2016 11. THE CONTRACTOR SHALL SUBAIIT SHOP ORAWINGS FOft ALL STRUCTURES AND AIATERIALS TO THE ENGINEER FOR APPROVAL PRIOR TO FAORICATION AND CONSTRUCTION. PLATE 12. ALL WATER MAINS SHALL BE DESINFECTED AND BACTERIOLOCICALLY TESTED IN ACCORDANCE WITH THE VILLAGE OF TEOUESTA WATER DEPARTMENT 1AANUAL OF STANDARDS. C-1 SHEET OF u II II N '� � � II � Z Z ; w w � s II � o 0 II U U � II W w �' � Z ; > > o II � � N —> II ' � � w W W � II i a a �� o 0 i � N N �� I � � W W • II � � K � i a II !{ " N � �� Y � w I� n M I I :'� O O w II I N N N �, � I I Q . II i i� r � p Z N �� a i �� I � � i �� i i �� i I� i a�r EXISTING TEQUESTA �_ '� � �� II i ii � .— ,-=�� \ SHOPPES PLAZA '� �— �� W O� ,— _._— I� � I. ��I l � � �� \ � � II — � l � � � / \ / �i � � � \'ii � \ .�— •� � �NO a� z II ��& I r ti�� / �i �i�`��i\\// � O /' �/ \ � �' � � \� ~� � Q � � , �� a� a�� iit �;, r � �� \ /`: �\ w �� wa � r,. g . � � % \-- ----�--- -. ._._. ..c --�- \� i � � ~(n -_ ... ... ... �� `�� 6 ��` _—_ �,_A� \ � . � � _�. - �__i� _ - / ` CO �_ �� m Q W �� i� \ � 4= �•--•-_-�..,,.._ / ~ ��n rY � � 26.00" .�� o� LL.� I I . ( 30 00' � ,� I EASEY S :.,_. — F II `a-, i i �� \ EASEMENT � .�.. . ..� . � i ��, .. � -� � ._- AC N� ^ i V/ - .. ��,. - . _____1 . .. _ . _- _ �� " 1.9 ' i.� s. ��z � .__ ___ _ _ _ _ ___ — _ .... ___ 254 60 . , ._. 18 ..: ± xwx. • _ _ mavex 8.24'._. II � nwx v i _R250¢�� LANDSCApE BUFFE_ _' _'_' " _' " '_'_"__ __" I z n� i . , � ��n�E �� 15536' '^ ' � _.._... -,..- _ _ _ _' _' _ "__'_'_ __ '_ __ . . _ _ , T _ _'.. .. ._..... .„._ __ ., � _ _ 16�, _ " � i � i _ __ - f 0 BUILDING SETBACK ii �: . ; �_� ,-- -- - - -- - �� - -- - - -- - # ,. , 1 I I I I��:� I Q � 1 �V � � u �: i �; � A o l ;�; t- ' ``\' -- w . � EASEMENT TO BE � � i Wi � II `� f wi ^ REALIGNED � . ♦ � �W �rni y��.. I � • II � 1 �9.� p'��b ti �oi PROPOSED BUILDING �...• Q 2 !� o�i � EASEMENT TO BEi � y i.x,i REALIGNED� � m �i qi AREA = 4,000 SQ.FT, ` i �: �� '�� y� �� so � �i v. F.F.E.= 17.3' q ' ' �,osc,Pc��x,� e Fs=��, m� �C, 26.OD' �c j� l0T 2 ^' �`._ �� 1 � �i . � 5�m� �i� . / �� I � I% �a y� O R3.OD' 6.00' ��6.OD, R3.00' �!oi o i . ��e �'� �W �� . . 2 a. . . .. . .. z,�/� . .-� II Z� a.00' 4 i O O �� u n ! �\ EXISTING TEQUESTA � � �op� 16.D0' •�.F : �. ".. �..-A'• o o• i L� �l�\ SHOPPES PLAZA �s 'BBkT �! I BB&T BANK - � q`� � II i r pYLON S� !: S.DD' ' O y .� •6.D0' � J22.7k � \� � m� .o� AREA =2,290 SQ.FT. N II ��SIGN i t o i�: 2 { 1 5 � �' �.� �ni 19.00'� F.F.E.= 22.5' a.OD' 12�.6 ' �� O ; f/ O �, O , o � i �r a II 114.05' I! h. � LOT i ... . 18AD' j` `�,,. ��_' =- , o II �� " �r�� R4.50' { i _"___'_'s_""••• __ _'_ " ""_ '_ _ —� U � .� .a..:�' �l �. 16.OD' : o cn � • �___ i- R4.50' ___ 12.OD, _____ _ Z O m , °; o J / i -.. � � '- ., ; i l � e _. I ! �.` `` . 9�6. Z i i r~�", 26'ACCESS AND DR4INAG6 5ASEMENT EXISTING � , �5 Z W � a � / i�+� . .. 15,00. �.'�,� 26.00'i /3�� J 26.00' � � I— W ~ a i � �. � �� ,. : .. � i -'� ACCESS ::: � n m � • . �� .. :.•.�..�•.�,�..��.��•� .� R10.00' � � _ __��._�_ __ 25' BWLDlNG SETBACX _.JI� h� EASEMENT r,;� W � ,' .. a i �. `. V.51' � - .. .. . � _ � " _._'._'."._'.__.__.__.__.__.__ _ " ' S'" TO BE �Ii:.Ns\ Z ¢ i< i � sl�. ` � .__.'_._ 20' BUILDINC S6�CK�'.__.".'_'_'."'__.__.__.__.__'_�"" . ____L____'____"""""'_"__'_'_""'__�_ __' ; "5. REALIGNED�i ;� {— U' N � i.a. R 3 0.6 2' _'='__.__.__.__.__ _ _ I �"'�'_ I � , ��,\ F,� I J Z Q o ` b � o ' `�_ ' __2aoo_ - O , �` � i� . . . � w � � o .° so �I --- -- - - - -- -- f 0' LANOSCA BUFFER o RS 00' �. � ' �� O� ' ' � � •� 5.00' �^ ' G __ 3_ NOS A BU FER____ __ _ __ �. _. �`1� � U' Z � m , ' �• .._:::, .._` ,:,.::. .. . . - . � - . r i . .__ ___ .—'l� ... ..�F Z � • f� , � I I I .. .�.,/ . , ,. ,. . (4 �..1 '' * .,3� � — —��.-- --- —.._.-- -- � Z Y o a �. . . . ... ..rn. ... ,.� ___ ..... -`— � ..-.-:.-::_ .,; . , .____ ; - ___-- aeoaenm u�a �� R21.00, i,�__. .—._. . � � :_ __ _ ;! '__....__... ...�.- � _` _ � Q O Y m r. R25.00' � -- `�.. I J U � � 225J3' 146.77' _ . — .— -ia _z_ � __....-..-. � a � � W i i ... ..... .. ..._ . — — ----- ' p� ' m � � , rti. = o i !" ! f�1 F.Y'i.l} ]r�:i i? �C/' l�i vi) � � _ a -`---- - - - - --- - __.._...... _ -- - --- --- - - ; � `c'�/J _. _. ___.. - - - - ------ - ------ - ----. ___. _. ._............ . . ............... _......... _ _ ___.._ ...__. __.......__ .. ............._. _______ _ � JOB N0: DRAWN:GT � CHECK:SGH � DATE:NOV. 2016 N PLATE 20' 20' Ci'2 SCALE: 1"=20' SHEET OF � � W W � � 0 0 w W � > > Z w W � PROJECT REDEVELOPMENT PHASING: � � W w w � PHASE I: CONSISTS OF THE RELOCATION OF ALL BANKING �- a OPERATIONS INTO THE EXISTING WATERWAY BUILDING ON THE w � EASTERN SIDE OF THE PROPERTY AND DEMOLITION OF THE N N EXISTING 2 STORY BANK BUILDING ON LOT 1. w w " PHASE 2: CONSISTS OF CONSTRUCTION OF THE BRANCH � � BANK BUILDING AND DRIVE THRU AND MAJORITY OF THE PROPOSED SITE INFRASTRUCTURE AT LOT 1 EXCEPT FOR THE � � PROPOSED EASTERN PARKING PORTIONS AND DUMPSTER 0 ENCLOSURE. ^ � ~ a ' N � PHASE 3: CONSISTS OF DEMOLITION OF THE EXISTING DRIVE � a THRU FACI�ITY/CANOPY AND THE WESTERN 700 SF OF THE EXISTING WATERWAY BUILDING AT LOT 2. CONSTRUCTION OF CESS EASEMENT EMOLISHED AS PART OF LOT 1 - PHASE 2 (SEE REDEVELOPMENT PHASING NOTES ON THIS SHEET) \ ' 14.45 THE REMAINING EASTERN PORTION OF THE PROPOSED BANK B 4663, PC. 624 FND 1/2" IR 7�ti � o BRANCH AND CONSTRUCTION OF THE EXISTING FACILITY SITE r, N� # �T I tia� IMPROVEMENTS AT LOT 2. --------- ------------------------------------------------------------------<'--------- F LSAI •2� 16.44 794 17.21 6" CONC CURB (iYP) 2416.33 15.50 7 377ui 3 14•46 W � �.� � **CONTRACTOR SHALL HAVE A PRE-DEMOLITION MEETING WITH OWNER AND Q 1 5 17.80 17.49 SOUTH LINE GOVERNM 1NT�LOT 3 4 1 15.06 W co � ti �,�� ARCHITECT PRIOR TO DEMOLITION � Q a L 1 7 „ 7 N C C p N � � j LEGEND �1-� �o z W � � DEMOLISHED AS PART OF LOT 1 (PHASE 3) �N a LL Q � .1 , S .2 7. � � 7. 7 7 1 . � 6 �� Z M 13.66 � W O �F Q.. C0 _ r� ,5' v i�7.1 i� a 30.1 a� a: 10.8 � d" ' µ6. � Z p � � EXISTING AREAS TO BE DEMOLISHED ~J Q W �1.9'�- �-1.9'� PAVERS TYP �2.9''- o � � �7.0' CONC 7.1' 7.0' � . Z � ��? �6�I H �� M � � ) 2.3' 2.2'1.9.: ('ryp) .t a cv 6s I � oo W .4 N m w� � � �' � � ��O I S8 X EXISTING TREES TO BE REMOVED. SEE GENERAL NOTE #2. pp � � c� ,p � ni NOT PLATTED m W a I � � EXISTING TREE TO REMAIN AND BE PROTECTED DURING �- � E X I S TI N G B U I L D I N G a� XISTInIG BRICK I � _ J CONSTRUCTION WORKS. SEE GENERAL NOTE #2. Z � � WNER: BB cYG' T - C��o WALL TO BE DEMOLISHED O �J,7O3 SQ. FT �`+' ASPHALT I #• -43-40-30-00-004-0031 FFE 17.30' � � ~ � p � GENERAL NOTES: � J I O � � 13.)3e I c uN v � 1. EXISTING ELECTRIC / UTILITY / LIGHT POLES, BASES & � �'�'L .�� ^ I �3A� ANCHORS TO BE REMOVED. SEE PROPOSED SITE ELECTRICAL w ,e . 6r'Q,v. R 1�' � ) �, TYP SEE IN T '� I � PLAN FOR RELOCATION OF ELECTRIC / UTILITY / LIGHT ' 4.a .�`.' 'Rg 24.1' �� 'S• .s,Q ti'0.9' �� ' I 6�'� ti'�' POLES & SERVISES. � s .4' °`� R9 1 7R Y,i� 10.8' o o �6.9� 6.9' � � � � I �a '" z.3� 2 ' ,�'.° ti`�'�� r� 2. SEE PROPOSED LANDSCAPING PLAN FOR REMOVAL / "0 �9 �s 16.9 9 6.. 69 9 6 W �s � W N � �q {'�' f�69 RELOCATION / PROTECTION OF EXISTING TREES / IRRIGATION g � � � ti �{ �,9 S Y S T E M. L A N D S C A P I N G P L A N S S H A L L B E M A I N R E F E R E N C E. � .8 16.8) � IJ.O �sse x , 4�, ` �s.ea 16.5) 48 ,- � a R_ I ss 3. EXISTING CURB ASOCIATED WITH THE EXISTING LANSCAPE � 16,6 165 � N �/ ��` ISLAND TO BE REMOVED 93 i PS is.n� ��. 8 erticK wu.� {y � "' i LSA f �� a 1 55 16. 16.41 1 33 _1Qc. 7 PS V � �� O '�'S9�,. � '4 �,. � . g � o� ¢ u1 � l3qs CONTRACTOR SHALL LOCATE AND REMOVE EXISTING z o � �''-u sr _ =j.� N O STRUCTURES AND UTIUTIES (BOTH ABOVE AND BELOW - C9 W n a � � ""es f� "�� GRADE) WITHIN DEVELOPMENT AREA, AS SHOWN ON THIS z � N a ��s �6.3� 6.34 . '2J �� b.�s`��Z �' �b.oz ` 'sao xl TIN RAINAG INLET � � PLAN. CONTRACTOR SHALL COORDINATE AND OBTAIN � w N a o x� x x� 1 6.0 0 . _.. , fi'CONC CURB(1 Y P) 142� � � M 01 A LL N E C E S S A R Y A P P R O V A L S P R I O R T O R E M O V I N G O R w isss-is.5a � ss - TO BE REPLACED �y,�o ln Z I ANDICAP PARKI y� � � RELOCAi1NG EXISi1NG Ui1LJilES WIiHIN THE RIGHT OF Q Z � o X T O B E R E L O C A T L+D X I S T I N G L I F T S T A T I O N ��T � M � W A Y A L O N G W A T E R W A Y R O A D. � � o � � IM 16.44 I I O -T�3� J z �n o �� / AND ELECTRICAL PANEL 3 � � �9z �� w ' PVC INV i 6 24W 16.I9 �s.ie�s.�z �16.12 �16.12 TO REMAIN .�a.s� � m m m 3� m- fn � ¢ � o 5" RCP IN�`/�10`.77 E ' " ,a �s.�o -m m r - - -� o �15.3] � m I �� / [ ASPHALT r � � d��1 �� C� � � � a v� � ? c� > , XISTING DRAIN PIPE � �� 1 F U Z Y p i ; TO BE REMOV� XISTING ISLAND � �C1 � � 6 ~ a o � m . ( ROPERTY `� TO BE MODIFIED � W a �LSA}� �' a o � w � B O U N D A R Y / FENCE TO BE REMOVED �qsq 4qs_ I �� '�' o I o z � XISTI G GUY W RE STING CA LE EQUIP ENT is. ��as< �� °' a T BE RELO ATED �a'" 41 ^ I I TO B RELOCA ED �. � y'CUQB 111GUrtEF �a v,�s �s.�o _ U� I CONC SN � / 9 ps o XI TING WAT R AND IR IGATION � S `s" � ¢� ^ I � y _ ME RS TO R M,$7rpS 6�"`\ I srov eui � � iM -n � - -� � - �, � i �� S89°5 � t).12 n n 16 9 - -^� rv-�ry 26 700 699 V.63�^ 7ZJ 753 752 �s.s� , S89°5 OC ARKER o # �`}9 Q ,a - - - M -�=_� JOB N0: g�,5 (NP) .x .a -�Tv ��` '"�r-- -'.m �m � �n. � -�'-°c-�-� e�{ 'S°E- 17.69 � 16,95 16.17 -�- -�. _,.„� c' DRAWN: GT � 14.99 ry_�_�_ E ��-`"-`"-"'-"' � � �� "'-� �-��QB �-�- SET 1/2" IR CHECK: SGH NE � 9 18"�5 � � ONTRACTOR TO DISCUSS LB 7833 W r'IS (FULL OF WATER) FIBER OPTIC CABLE S � BOTTOM 15.15 ��`1 T SPHALT Y �4 n�a�) `��O J" /�� ) WITH CABLE OWNER PRIOR DATE: NOV. 2016 - / / TO COMMENCING WORK THAT MAY N PIATE I I IMPACT FIBER OPTIC CABLE � 16.34 17.29 �15.46__ ____ __ _.._---_.. _ ......... ----- -__ ....... _.___......._._ - --_ .......____.-- ----- SCALE. 1 -10 _....... 10 10 _ ___ __ _ _. - - - , . C 3 �, _ _ SHEET OF NOTES � i%� �\� � i\ `�.`� 1. FLOOD ZONE DESIGNATION:ZO C PER FEFvt PANEL 120228 OOO1C REVISED SEPTEMBER 30,1982 '� i�/ ��- ... �� N N 2. LATITUDE: 26.959478 LONGI E:-80.084� 3 �� %� \\<, � � � � z z GPS: 26'S7'34.1208"N, 80'S'3.4188"W�SOSffC-E�/i�WW.LATLONG.NET) � --_�' �(EYNOTES =_ =�� w w 3. IN ORDER TO CONSTRUCT THE REQUIRED 5' WIDE CONCRETE SIDEWALK EXTENSION, A SECTION OF ��\�' SITE DATA � � WATERWAY ROAD WILL BE MODIFIED. �PROPOSED TYPICAL SIDEWALK (5' WIDE) ;` o 0 TEQ U ESTA S H 0 P P ES � �PROPOSED TURNDOWN SIDEWALK (6' WIDE) ` CURRENT LAND USE: COMMERCIAL : FUTURE LAND USE: COMMERCIAL � � �PROPOSED CURB & GUTTER EXTENSION �► CURRENT ZONING DESIGNATION: C2 (COMMUNITY COMMERCIAL DISTRICT) cn w w ZONING: C-2 COMMUNITY COMMERCIAL �LANDSCAPE OPEN SPACE zo W W � LAND USE: COMMERCIAL ,,\�,H}t�.�. �PROPOSED DUMPSTER PAD WITH ENCLOSURE `` ; _ PARCEL CONTROL NUMBER:60-43-40-30-00-004-0031 (INCLUDES LOTS 1 AND 2) N � � ,..__..-_� - �� TOTAL GROSS SITE AREA 1 8,3 81 S Q.FT. 0.4 2 A C > � � -FNi; �Q i'S4ir `y/j� � TOTAL NUMBER OF UNITS (MULTI-FAMILY) NOT APPLICABLE � a a ....__..____ 155,36 !�` "��Mp �%! j// TOTAL SQUARE FEET OF PRIMARY STRUCTURE 4,000 SQUARE FEET W � ___.___ __ _ __ � _____ � TOTAL SQUARE FEET OF DUMPSTER ENCLOSURE 156 SQUARE FEET - �' -�i� .---- t�`'--,,.. ..--�\ rj N > __ ::_. _.... .... .... .._.... .. _ _.. _ . ._ � > .)„ : ._iN .,.)vtk^lh.� n. l:>r T - ��F, ��,-� �'N'„� . % TOTAL FOOTPRINT OF BUILDING IN SQ.FT & % 4,000 SQ.FT. (21.8% OF SITE) � � �<4 . 'i _"�; - � � �' � a � �� OVERALL MEAN BUILDING HEIGHT AND NUMBER OF STORIES 20� EXISTING 1-STORY BUILDING (TYP.) ,: � 'h� , � o ° I� I I I I � ,�, `� FINISHED FLOOR ELEVATION FOR ALL STRUCTURES 17.30' (EXISTING) N � , �17,4� " �O� BUILDING SETBACK` ` !` �'�, TOTAL PROJECT DENSITY IN UNITS PER ACRE, IF APPLICABLE NOT APPLICABLE ^ - - � - - - - - - - -- - - - - -- - - - -- - - -- - -� - -� - - a ;I I o 0 TOTAL OFF-STREET PARKING SPACES 20 = 19 REGULAR AND 1 HC F N �+ ' I � � ```��` I HEIGNT AND LOCATION OF PROPOSED FENCES AND/OR WALLS 6' AROUND DUMPSTER (PROPOSED) o N � I � �� y,�� \\�, DRIVE AISLE WIDTH 29'f (TWO-WAY) a � , � I �I �I � � �-"- PROPOSED SIDEWALK WIDTH 5 (MIN.) AND 6' SIDEWA�K WIDTHS � �� W� �l .. �� i �; PROPOSED BUILDING �' a` � j BUILDINGDATA ''�� ❑I til AREA - 4,000 SQ.FT. � � TOTAL SQ.FT. LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA Q � �I �� q� ti j J ! 4,000 SQ.FT. 13,786 SQ.F7. 4,595 SQ.FT W O� �. F.F.E.= 17.3 q a , „rf:J.�i h4.v;,��i.,�ti,;%;_ �;�;Eta1E!di PERCENT (9) OF SITE 2�.e� 75.0� 25.0� �N �„"�� 1� �� ti� SEE DUMPSTER �� a �-:`�_�,�;;r>n.rF.; �, :2{ i �H r Q,I � � ENCLOSURE LOT 2 � �� DETAIL �� - � ! ; LOT COVERAGE IMPERVIOUS AREA SUMMARY �� '�I I �I O � ,�i'�/ LOT AREA 18,381 SQ.FT. DESCRIPTION AREA (SQ.FT.) � W Q N �I pl 27a�1 � _, �. �� /� BUILDING 4,000 SQ.FT. BUILDING 4,000 m Q�n �-- � W� �� , . . a .. < . .. . . . . � ;; c z¢ � �// � PARKING/ROADWAY �,468 m 3� O �a ��. 4 a.q I . a� �: � � i; c� �w 1 //. \� DUMPSTER PAD N� J . . � � . t !°' .-;'.rcre.:� . o e 4.a � � �:: <.� � (' : O � ad a �xuc�_ e. . a a . � �; � a� �� LOT COVERAGE 21.87 <40% MAX. SIDEWALK 2.318 � � 3:s� o o � � . w ° N� �' �i�, BUILDING SETBACKS TOTAL 13,786 SO.FT. Q N q E � � A� ��jjj,,,� � i �'�w 1r�'�:�� ; �^ �w � u,:� ��,_ _� �. O O � ,�� \ � �� ` �\ FRONT (S) SIDE (W) SIDE (E) REAR (N) � - . v z o = =- REQUIRED SETBACKS 25' 10' 10' 10' � c O, o � o , � � r Z [.� I _.' „` � ,�- ,.4 � o J !' PROPOSED SETBACKS 71.3' 17.4' 27.1' 10' w _ � :::.. .. ,,,, ' : �,.� � agego � � c::ac 10�0� � �`"; .. ` ACCESSORY STRUCTURE (DUMPSTER)* 46.7' 72.4� 120.7� 57.9' ~ � E TIN6"PAVE ENT h� ' ;,.- �-,' - J - - - - - - - - - - �- - - - - - - - - -- - -- - -,- - -- - - - - - - - - - - - - 1 - - `-' I ' UPGRADED DUMPSTER ENCLOSURE � 12.4' _ j�� 12,0 5.0' i., � � � r-� FIRE LANE i LANDSCAPE SETBACKS � u v � � � �,, VILLAGE OF TEQUESTA ��,. %' , FRONT (S) SIDE (W) SIDE (E) REAR (N) � -- _...._...._. _........ � u � `�� 26' ACCESS AND DRAINAGE EASEMENT � �'` �_ `/ %� *REQUIRED SETBACKS s' s o� o� " W � I J � �PROPOSED SETBACKS 0'-3' (EX.) 17.4' 2.5' TO 29� 10� � � ADA � FIRE LANE � � '� � ACCESS ... . �,, � (YPP) j'� ,2J`' BUILDING SETBACK �' � I �� " gUILDING SETBACK AND LANDSCAPE BUFFER APPROVED AS PER THE FOLLOWING: � I \ v _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ __ _ J �► VI , T�ASBE ENT . ,��_� A. THE ORIGINAL OWNER OF COMMUNITY FEDERAL SAVWG AND LOAN ASSOCIATION RECEIVED (j � - - >, � � I ,. lO.O , i� �": SITE PLAN APPROVAL AND VILLAGE OF TEQUESTA COUNCIL APPROVAL ON SEPTEMBER 25, Z o o, ---�� REALIGNED . r 1984 FOR THE SITE PLAN REVIEW AND APPROVAL OF THE SAFE DEPOSIT FAGLITY AND - � � ^ - - -- - - - - - � .c . a � �o ZO,O� �. \�i�j-'� `'�n; -��' �` TRAINING BANK. THE SAFE DEPOSIT FACILITY AND TRAINING BANK WAS CONSTRUCTED IN 1985. � � � � o o a / EXISTING PA��QEN � �?' O / -� \ � �I I <��j I Ili� �; -'n:�� >�: g, COMMUNITY SAVINGS RECEIVED COMMUNITY APPEARANCE BOARD APPROVAL ON OCTOBER 3, Z Z � Q � ` � � � 1 � i i 1 9 9 5 A N D S U B S E Q U E N T V I L L A G E O F T E Q U E S T A C O U N C I L A P P R O V A L O N M A R C H 2 1, 1 9 9 6 O F Q N o x J j FIRE LA x �/ r 51.;.F„� � � C9 � � •'' SIGN PE NFPA & ��'•. ;;; � THE BELOW LISTED LAN SCAPE WAIVERS FOR ORDINANCE 377 COMPLIANCE FOR THE ENTIRE Z o 0 �.. � � �x-:� � •.'�,,. / PROPERTY CURRENTLY.D � W o LL � a VILLAGE F TEQUE n x 3' ANDS A BU FER '�,�';•,, N � � • g - - - - -- - - - - - - - - -- - - - - - - - - .. -r KNG N w � _ z� _.- �_.- _-._--_.,_... - `- - - _...._ t,,`�.-� I Z C� " � w r _- ' -�`:� r PROPERTY LINE '��+ �'' -- - -- /� �/ ` �� R USE DA REQUIRED PROVIDED � ? Y 5 , a „,� � ...ty� � ti .3� ��, i ` PROPOSED.. \ � Z o � �<. .. � . � a . f �r.�.. -, f- . .^. . . � „ 1..4��'�, - ---- _ ___FJl?E..__ __ ___..... _ _ '� _ BUILDING 1 SPACE/200 GFA = 20 19 STANDARD + i HC = 20 SPACES � o Y o -. _ .. . : �. .::. .. ' . . . a ::�'a - a_ � ' _ - -�.:HYDRAAkT - -- H C - 1 7 J o °' _� ._._ a - a _ C " d a - _ _-' _,. __ � ¢ e a �� `� _. , �. � -___-. -.....--- -- TOTn� 2a 2o a'3 °- � � w • _,; �, -.._-.. . _ __ _ ,. ,, 1 PER /25 SPACES ', =,, � -- - - � '� = o ---..... _ _- - ----- PROPOSED 5' SIDEWALK '^T , , ,^ _ EXISTING GUY WIRE TO BE a EXTENSION PPfY0U5LYRFWtOVfD:WANFRS 'REMNHIHGWNVf0.S W VFRSNOiREQU � � RELOCATED ns•t.,d� �v��w ai�ek,�,�ce�ry_ir�;em�.�ace.n;n. nsi a..�...� 4w�ec,io�s�ue�a,a,r�wK�vu�.:no a1mB Ae ihV�^P¢nYl 6 d. 1 de pe.urip IwBthe .ih�PocenYl 8eamxd. ZONING C-2 COMMUNITY COMMERCIAL WATERWAY RD ZONING: UNINCORPORATED PBC �°'°^a^= o-��.rri � ��:.e��,ea.rwn�ai��m >i t�«��,q .H� �aa �. «e.rw��K, �a RS-SINGLE FAMILY RESIDENTIAL '"°°`mi '"� �«�a�-.�a�+ni ea a �/�/�( LAND USE: COMMERqAL �ak4 �N .�s�romamo,H� za n.rv t�es=41�.+e.�n: ntYds��s.:aw:a,i��nr�M.,nmw�� ,xe-w,:�.n. �� ro�Mproyertyl. � g tM Noim�e�alagMeror�hplope�ryl vazCrfMed. � LEGEND aa•-i,w� �pis.�aa.mrem.�n �au,� - .i�imno �g i� �umi.rnw.a,m�me n ae r.nE�v. r,�nin.r�: IamltapesoYpelongNieSouthzidadlMesisn�gtta.nngExdily6fi8�was� IarrkcapastrlP�laglhe5palu.Nk.al.�hee_aW�va�iingfx�ilryF:'IGrgwu g�anteE g�erted - - - - - - - BUILDING SETBACK LINE as'�a�:ce,niv�:��+.edai«�a��.�n�a�.ryure;��ia�,tu,�miP nsia,��axr��n.�+,ewo-ee.i�mee.,�wace�rvu�:�� akhq�the.tast�poye�ry6re�•.vaxgrarMd � Ia�d.ssapei�rip.al�mgUaeasrp�er�ylir�e.vazgarAed -� PROPOSED TRAFFIC SIGN Th�:��_ ��a�o�u�e.e•nw�n��,�`�=s��e..o„�.�.ea hrecveeiarereqiu.edalw+g.thee-slpvyrrynrc,3a�m JOB N0: ab��g Urt e�+npoperrylimuws�g.e�rted. M hee alwg U.aa��popeM�t�re was gra�ned O nnda� <aw;ea,��qx,eesny�mure.zs'a.�,n.na�r,�eaime� - nr.��:�:,�vwea i�mea.an,o�,ni�eza�o,e„n:'a DRAWN:GT PROPOSED FIRE HYDRANT e=��a�mu�.n�R�,�,�=a �ea��asri,e �,anMr.,��a�,mea u� ,qwv�a�wrw,ei,�,M�.IMM �z.ewa.M.:�.� ee:.we ��:o� w�une��.ro(mKa�.eawrenj.:�vrn ... e O6 N0. OF PARKING STALLS s�a�,.ara�m�a�k��a,��e�u.�m� tr � �.�e� �.�W �b e° �,�,�e � <�� aio•i,�au.a:vv:rnw.ea�ai«,a�+�.�,m�ny.r;�K:.sa�v„a,�.w uau,�a.�a.o�v�.remn,.a,w,rme.ann�.v�ae�hrM.:a�a�:,�ave CHECK:SGH �sea �,:a..mea � PROPOSED CONCRETE PAD/SIDEWALK N�°'�a"`�w'- �."'" ' .� `°we°�s `.`"""""."'°"°�"'°'�"<"�,n'°`°°"m� ,"°"'.""`n'"`":'".°"."""':�""""'°`� DATE:NOV. 2016 x,ewun ro�vi � �� s �d ��h.swt�aaoenva z.anaitw„e.�M•d. ssx i� : ro,aesr�.�x z.mm,�ab„d �. nssxr �«b� <.�.:vw.drWaK..�eux lo� PLATE � .,,.a a�r - k,b m� .. . xv iwu.a mw�ar«�ace.�a.,:.. 1�� 0 PROPOSED ASPHALT PAVEMENT � am�xm�orsoxti�Mn�•oc�wx«ui��:.��w�d.eiz�n.e:q..sm,�e�„i amirom��sox qnm ie.Nii.�ew:..aa�+e��rc.. (�'A .wonaear«�v�:.�a,�s�:�a �mm,��i,�,sp.�tdr�na.�k�w.,.:c„rcd N V �-r � PROPOSED LIGHT POLE SCALE: 1��=10� SHEET OF � � w w \ � � '•;� \�� _ � � \ �;\ ;' '',� ��\`��'� '�>, 3 � � � �i ��- �� ,•. � , w w �,� �. „� I � � - - � > � N �� \ W W Z _J� \\� � -�� % \ � � O .'._: ' _ �\� � W W > � a a � � o 0 > > `� w w k;.�AL- -- � � • , rA-r!x 'T � j `J.'. .Ze . _,. if �� .. N ..... _ ` .. `%� � � ___...._"_ ___-_ - _ — �: ..._. -_. -_._ �; i- r /, � /// O O _ r,,r`��.�d'�r�r c,r - F --�-�; .. ----... _ -- r ,�--- ❑ n � a _ �Ol;Tfl GNE, :t . . _ . .. �-„ � - �j j(�� , •_ " � ,f F � ✓ ✓ ' `.� N � _'_ _"_—'� `�J.� � �J.�� . N�� !I I '� I I � I'� �� I I d � � � i�,a- ;� 10' BUILDING SETBA � ;I ,\'', - - - - - -� i U� - - - - - - - -- - - - - - - - - - - - - - - - - 29.6' ,�\\ ° � �\ I �� h \.l Q z ..a a. � i � �� ._. � Q� Q <r J V./�I I �I W� n. ��''�:_::_ �N �r� � a �� I I �16c � W� �"J � �y, PROPOSED BUILDING �,� M; �� >- �' �i i �; AREA = 4,000 SQ.FT. � N: ; Wa � w� � �, q� F.F.E.= 17.3' q - � t �, � ,.__ °° �� w �i � �, ,a u� , �,� :-�,,:, m � �� ; �� LOT 2 �� .a �` � '; � >, <<< � o�; ' O c�.>� � �� W� ' �� ; O � o Q" °s.o� i _— - ,/ j� 2 � o r�' ., � ° � a y '' o � � � ` � D �� ` 3 0 0 � � � � f� : � ,r , �� z � . d e..^,.:��' ' . (�', \ � Q V° 10.3'. .a� � od d e uc:. �. --A _ � .I , .. �, � � . o / ]0.0' o o � I `\.��r� ' • � \�\ � z `\ �tln. DETAIL DE.2 IN�r�.%,�'❑O -:;� ❑O �g 4 � �,_ r_ 5. ._ � �., \\ �<\ Z � L� "�o ❑ ,��'/�'1-0' z '� cJ � �� '� v r Q � �A�� . .� 4 O� � � �% O � O 0.5' .' `� ) ..,`� I -__.:» � �' �� 0.5' � �, � ,�.{ � - � I � -oJ - - - - - - - - - - -.�// -- - - - - - - - - - - - - 12,0'- - - - - -- - - - -- - - � -� - r' J I � 3 �, � �s 5,0' 10.0' I �9• : I o � ,<,� h0 `` IRE LANE � � � � � --; SIGN I _. ,� a BB&T BANK � �s.o� �' � - `_ ___— _. 'r i;._. c.i � BRANCH (LOT 1) � Z � ;� 26' ACCESS AND DRAINAGE EASEMENT o i �'�' -.- �% % z s m IRE LANE i N /t ,� EXISTING �. � — c� � ,� a sicN I�❑� �' � � ACCESS /I ,� vi � � N < � i �`� 25' BUILDING SETBACK � ' _ N o I � – - -F- - -- - - - - -- -- -- -- - - -- - - -- - - - - - - -- - - -- J � ' � L:;.�: EASEMENT �� Z Z N Q � i � /= 2y, ,��o _. RO B G ,. _ J W o o � I \:t�j � _ - - - - -- - --- - - - - - - - - - -- - - - -- - - - - -- - - - -- - – -- - A NE ¢ 00 +- � D � � o i ° e ��. io.o� . �o,o� � , � ,� tn � � w � _ a� / � 4'�' �i � ' z c� � m � a '10,5' 6.0' 4 �o_ - ' : .-.,:dc sr; � � z � Y �� O a o O O , � � I i f � („) Z Y Z < ..--'--.J 6" � � Z o N a v r — — 1 0 =� • pj . >:_, ~ Q O Y rn . � Q � ;�e' � " 3' ANDS A BU FER �3 a � w o ,c� �2,. —�— '——' —� — — — ' ——�— —� — —'— —�— '—— —'— — — —�—— — ——� � STOP SIGN ��Q _�_ m � '•, I .� '- -' _.__. _ . . ;- z - .._..__ ,---..._..--- �- ._.....___ ,� �` . — __.... . . 1, � • , � � _. z. . '>. ----- ---- o , 29. - - - _. - 2 � ---- ..___ ..._ . .. -. �-- _ . . a -... -- - S89 54 W 146 .o� . �� ..a a . . '-:� 7��1�-.�0- T�� v.... _._ t. _ e 10 i ____ ____. ........ ... >a\� r . .� � � . . a . . i �KF�-., - 8 e i � � - . a d. ' Z r:.� 3 - � — — _ _ __.. ��-- --- 44.2' a ... . n T - _— — '__ — _ —_ . _ O ' _ � ___ .. s. —>.— ..� ` '\ !%_�� . 6 . . . . "'° a ;_. . _ '.__ _._— ____.. . __ _. _\� _ �. ❑, a a a & - W . _ _ _ . -- - _ � a � _ § _. ,_, — _ __.— , _ � ° — --- -- _ - . __—_ - — ,. :;,, . „ __— __ — — ,. -- -- — __ -- � N i.' LEGEND I J � � CONSTRUCT TURN DOWN SIDEWALK ADJACENT TO PAVEMENT AND a CONSTRUCT FDOT CURB AND GUTTER TYPE F, PER FDOT JOB NO: PARKING. DO NOT EXCEED 5%RUNNING SLOPE & 27 CROSS SLOPE, STANDARDS DETAILS INDEX No. 300 SEE DETAIL ON SHEET C-8. O PROP. CONCRETE SIDEWALK WITH 5% MAX RUNNING SLOPE & 2% DRAWN:GT � CONSTRUCT HANDICAP ACCESSIBLE (6' LONG) RAMP WITH MAX CROSS SLOPE, SEE TYPICAL DETAIL ON SHEET C-8. DETECTABLE WARNING SURFACE PER ADA, FDOT, AND VILIAGE OF PROP. 5' WIDE CROSSWALK. DO NOT EXCEED 57 RUNNING SLOPE & CHECK:SGH TEQUESTA STANDARDS AND SPECIfICATI0N5. DO NOT EXCEED 1:12 ❑� Zy, CRO55 SLOPE. SEE SHEET C-8 FOR TYPICAL DETAIL. RUNNING SLOPE & 2% CROSS SLOPE. SEE SHEET C-8 FOR TYPICAL DETAILS. �g PROP. ADA DETECTABLE WARNING SURFACE. CONSTRUCT PER ADA, N DATE:JAN. 2017 PROPOSED MIN. 5' IONG CONCRETE LANDING 2� MAX FDOT, AND VILLAGE OF TEQUESTA STANDARDS AND SPECS. � SLOPE IN ALL DIRECTIONS. CONSTRUCT PER ADA �g PROP. ADA HANDICAP PARKING STALL, HC SYMBOL & ACCESS lO� O 10� PLATE AND VILLAGE OF TEQUESTA STANDARDS AND SPECS. AISLE. STRIPE HC STALL, SYMBOL & AISLE PER ADA REQUIREMENTS. PAVEMENT SHALL NOT EXCEED 2% MAX SLOPE IN �� CONSTRUCT FDOT TYPE D CURB, PER FDOT STANDARDS DETAILS ANY DIRECTION. SEE SITE DETAILS. C-5 INDEX No. 300 SCALE: 1 =10 SHEET OF DRAINAGE NOTES: DRAINAGE STRUCTURE TABLE 1. DRAINAGE STRUCTURES SHALL 8E CONSTRUCTED PER FDOT STANDARDS AND SPECIFICATIONS, INDEXES 200, 201, 232 & 234 AND VILLAGE STRUCTURE 7ypE GRATE/RIM PIPE INVERT ELEVATION OF TEQUESTA STANDARD DRAWINGS AND SPECIFICATIONS. (ALl STRUCTURES AND TOPS SHALL BE TRAFFIC BEARING). ELEV. NORTH EAST WEST SOUTH S-9 18"X18'" YARD DRAIN 16.20 11.95 2. STORM DRAIN PIPES SHALL BE INSTALLED USING BEDDING AND TRENCHING TYPE "A'�, PER VILLAGE OF TEQUESTA STANDARD DETAILS, UNLESS S-10 'fYPE C INLET 16.16 11.66 7.13 7.13 � � OTHERWISE INDICATED BY THE ENGINEER. SEE STANDARD DETAIL SHEETS. 5-11` MODIFIED NPE D 14.06 10.65 6.78 w z 3. ALL HDPE STORM PIPE CONNECTIONS AND JOINTS SHALL HAVE PREMIMUM WATER TIGHT COUPLER CONNECTIONS AND BE WRAPPED WITH FILTER CLOTH 5-12 MODIFIED iYPE C 14.30 6.89 6.89 6.89 � � SEE PIPE CONNECTION DETAIL ON DRAINAGE DETAIL SHEET. *5-11 INCLUDES A CONCRETE WEIR (SEE DRAINAGE DETAIL SHEET) o 0 4. STORMTECH MC 4500 SYSTEM TO BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND SPECIFICATIONS. STORM PIPE TABLE � Z O 5. STORA� STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT INDEXES 20D, 201, 232 AND 234 (ALL STRUCTURES AND TOPS SHALL BE TRAFFIC P-t CONST. 20 L.F. OF 18° RCP � 0.5% SLOPE a a N BEARING). P-2 CONST. 43 L.F. OF 18" HDPE � 0.56% SLOPE o z w 6. PERCOLATION TEST PERFORMED BY DYNATECH ENGINEERING CORP. AVERAGE K (HYDRAULIC CONDUCTIVITY) WAS DETERMINED TO BE P-3 CONST. 21 L.F. OF 15" RCP � 0.5% SLOPE � Q � P-4 CONST. 18 L.F. OF 12�� RCP � 0.5% SLOPE � .00128 CFS/FT'-FT OF HEAD. GROUND WATER WAS MEASURED AT 22� BELOW SURFACE AT TIME OF TEST. � � ADS MANIFOLD TO BE PER STORMTECH SPECIFICATION , 7. YARD DRAIN TO BE ADA COMPLIANT. DRAIN SHALL BE LOWER THAN ADJACENT SIDEWALK. N � . 8. ALL PAVEMENT AREAS THAT ARE EXCAVATED DURING CONSTRUCTION OF THE DRAINAGE SYSTEM SHALL BE REPAIRED. FINISHED GRADES SHALL MATCH PRE-CONSTRUCTION GRADES UNLESS DIRECTED OTHERWISE. � � o p N N 9. SEE DRAINAGE DETAILS FOR STRUCTURES 5-11 AND 5-12. il � w N ^ � 10. ALL EXISTING DRAMAGE FACILITIES TO REMAW SHALL BE CLEANED AND TELEVISED AFTER CONSTRUCTION. I I a a <r � THIS GENERAL AREA ;;;p�,;�r TO BE REGRADED TO i �� -�- MEET EXISTING BACK - -�il r �;h � ��r OF CURB ELEVATION , "� 'iJ" �? j'� _ - - 155,36' �� i`� ;� °� �`_,'.>+1 .....I .�:�? .4G 1��. 1 '.� 4 '- `}E+ / �4.34 � .� (n Q M \' . __ ._.... ..... .,.�L _ _ ____ � - __-<-'8.7fJ� ---:-:_. . ....... _�::_ . -_____- - ..' ::..... ....___'--'-,t_ �! y`( / �Q / / � a� 17.�.J4 'f (;L"k .NF .3f%�F2 N'-'�`i f(; '�, �" I:�� 74.34tEX :. W J - ��`.5 �16. -.�-� 1705 ., ., .7.1O, .. . .._ , , ,... ,� ,,. . <�'� �l �... X�'�� N Qo � �.�'f3 � � £3-,: � . 1 ; i� 1 W� 3� T%3 -t- � � 16.9 � (1�2 17.25 ' 17 25 17 2 . � ;� �,� �a W a ��,_r�� t�'1T .J1 _ - _ - - - - ".U`.;_ =.'3 1(.cp%- .,,C- _ _ _ ;L�' -�� .- I. r i �C'!' �J �w Q ml�, �, :?7' �; �- e � . : . .,,. , . .� �.;; ....-._, -�3 .` , � °ZS o� � �� ONSTUCT �_\:,,I m `�d z '- l-. �� I DRAINAGE 17.3 17.3 y�• I <<\� �' Q ° a.M'`� ;� I� � SWALE 64 L.F. � . � I '_a�_:: :" �.J..--- �I I � S = 0.5% (MIN.) �d i .'�?•��.___... Q . iFi.i; � � l .. I � ` �h` � _,`; e ° M �f �; ; PROPOSED BUILDING ;.a� � i - '�"'�i j i i AREA = 4,000 SQ.FT. � � � � � ' ' F.F.E.= 17.3' o i i _ _ ,r�;;��. € _;r,.,r �:�, �.. . � � 1; � � � ��.Zo LOT 2 � . a , t .,h.,, .: r_� Q � � �� I 17.3 I ' - 17.3 ...� �,.. � �'t .�-c I � 1➢.10 17.20 ,/ -_ ,.__ � � � e �t �/i � � ,_„ � I i `'' ^1 �, � y �` �° _ . - �� ..... ' ' _ %, �' ,C-, ' fc _'i . '� 'i�c\ . I nIIII � d ." 15 a .L � ...�. . I :r>�4 � . �" d ', , � a17/I , ��'11�'�.(1�5 � ,_ - r.s� .: Q� il't4 .�c. i a:}� �.,> a� 6?;: i1'/1 �L �i.i �_�� µ F � \ �\\ .��. n • I • M.� • 6Gro •� a �� J"rX..:.. ' ��3� .Rh IE.G9� 9a. Q 16� `'� . ;:. � ),� � ad 16.60�� ise 1�660 �,cc �] � ��n-,. I �� _ \I- � n .e a t� I e ;.4 i,_ t'� \ � ' `\ o .__� � • " � 5 :. .:� �� : >: � �� I-� 16J8 7 6 7 1 6.90 ' `_' C� r,. ';i � ' � � o 1 .46 �• 16.78 16J8 i� 1��r.�ek�. r, .� ��'��,-^ Z o m I "�� fi EXISTIN �� ±,.y Q��' �('�. W 16.90 16.40 IMITS 0 STONE F R � �., . :i �c \' �"�� ,'hffi! 0 FORCE � �»76'40 � IS A A BE STORMTE H SYSTE � � ; `' I "� �.� Z � N � �- �' MAIN / �j� I R UR A FOR � ' � � � � N � � N o DESIGN STAGE ELEVATIONS: - 16.� �' � . i�>. ND CAP (h'YP.) � f- p.� 25-YEAR STORM EVENT: 10.77 Y,.;,I � � �-9 0 1 . F.I / "„ "� I EW H P KING I � � � / , -+� Z w v�i "' °f 100-YEAR STORM EVENT: 12.67 r,r,. ` ;�;- ,F - _ -- - - - - �.. -.c - - - - - - � - - - �- - - - - - - - - -J - -- F ^ XISTING� H Z o o � Lt�, .G±._X� � ._3:',�,, :.a:' �� .E. 6.89 I :o-.i �-i: DRAINAGE -J w a � � 18"X18" o STORM T C 16.42 16.24 : � o YARD DRAIN I � STORM PIPE I.E<'6 89 L - - - - - J � -, STRUCTURE ; N I � " o � PI 4 �TO GO UNDER - - - - - -- - - - - - - - - - - - - - - - - - - - - - � I � _--� TO BE REPLACED 1 � Z � w ' LEGEND I � ,EJ.; :��„ FQR��;;MAI�fi 4, � I C 500 ST RM CH SYS EM N I I J (SEE DRAINAGE DETAIL) I a� � Z Z � � � ... I y � f �" I OT�A��N . 0 CH.:.MB RS 3 o R� SD !. - --- . ....._--- � U Y Z � t I ��, S D �SD PS Z SD � 1 7 C A M E R P E R W � S-�2 P-3 I S-1 1 � ��` /`�� ~ Q o Y � P-1. I / o �'�� DIRECTION OF FLOW � �� O � 16.43 '� � � � � v� ��-�' d o a � I S- O � 4 � � N IS LA OR OW (SE D TAI �,.� � I i '� ��.^' �`:� "� M Z �;� I � � ' .� _ S E�T - TO MTE H) m _ . . _�_._ _.14J54 EX. -=� XISTWG � \ O1 0 DRAINAGE INLET y E; � I ' 16.81/�� I 6•3 � 15.04 �-�� DRAINAGEII� _-.t„�"�: = a � ._..,. � o0 16.3_ _ _ __ _ _ _ _ _ _____________ _ - -____________ - - ,,. 4 js�X PIPE TO i, PROPOSED EXFILTRATION TRENCH '� j� - B3.U'- - -� -,�- �� 4 54t�:�X REMAIN :; � � � 7.0 0 � i. �j sp PROPOSED STORM PIPE I d� EX STING �� a � ;I � `�(s�' �I� �� !J I I .lJ� ��, v�/t �- - � - -. J EXISTIN '.,,I � �• a 16.43 PROPOSED TOP OF CURB ELEVATION r - - � -" PARKW F 13 , P KING �' �{ � 7 X 17 EX. 16 52tEX 16. OfEX `� � PROPOSED PAVEMENT ELEVATION � - --� I Qe I 8,�3 a°' 17.92t X - " • �x`- .Y,�:. ., I -- -- 7.72 EX. �., 16.99 EX. -.-- - -.- _-- - - --1.S�OtEX 75.75 16 02tEX �. �, ..:., �, . . .- -'- --� - - - --� ; . ,... . . � __._...._ . _ .,•. , �� --- 12.95 EXISTING SPOT ELEVATION - : - �-_ - ` TEQUESTA SHOPPES asN��a�.. -__- _ . �„ /v' ,Nt? ,•� �? �: o � � ---i -....._ ,ir_ , > _ _........... � ; _ . . -_ �._ - —,�- � ., . � _._.... ___ _ �.. . sci.r�i :�at=. c� . .�n:-.rir .rn s ..,�, F� F'� �r > ;;/' � � �j/ o; �;� � � �, � � �,� a � , � a � \� Q . i ��'- � r PAVEMENT MARKING NOTES: z Z w w i.PAINT COLOR TO BE "WHITE"FOR ARROW AND LETTERS. � � "DRNE-THRU"LEffERS TO BE ELONGATED HELEVETICA O O MEDIUM - 4"WIDE STROKES. v U 2. ALL PAVEMENT MARKINGS EXCEPT PARKING STAILS SHALL w w � : � � BE ALKYD THERMOPLASTIC 90 MILS IN THICKNESS IN > > � �_.___� /� � _,_j��J-� ACCORDANCE FDOT STANDARDS. � � zo �-_=� 3. PARKING STALLS SHALL BE PAINTED WITH WHITE LATEX � � Vf TRAFFIC PAINT. a a � � SIDEWALK W ,_ _ ^�F��^.- ��: _ 4. ALL PAVEIAENT STRIPWG SHALL BE IN ACCORDANCE WITH � � � _�hscv_.v. �.-a sze r��''! �+ FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX cn m . - --------- ��n� 155,36 's� '/ o 0 0 o N0. 17346. > S ---..................._.....— --._..._..._..._ .,.� :.- .<..,....�....,r._._...--- _........__.__.._.......:::::t:,-:::::,_�x..—=��', �.y/ oo°o°o°o� � � i j ' � �� 'I °o°o°o°o° 5. HANDICAP SYIABOL SHALL BE 4"WIDE THERMOPLASTIC . ' �" r�;\�+ I o0000000o BLUE TF2AFFIC PNNT IN ACCORDANCE WITH FDOT INDEX �, N0. 17346. SEE DETAIL ON SHEET C-8. �; 12° SOIID WHITE STRIPE % `�; 6. HANDICAP PARKMG STRIPES SHALL BE 6"WIDE � n • 12" WFfITE � � THERMOPLASTIC TR4FFIC PAINT IN ACCORDANCE WITH N N PROPOSED BUILDING aq�. (SEE CRO55 � FDOT INDEX N0. 17346 I I � ' AREA = 4,000 SQ.FT. � WALK DETAIL I � S.o�� 7. HANDICAP SIGNS SHALI BE INSTALLED PLUTAB PER N n p ANDICAPPED ON THI�S SHEET) i' FLORIDA STATUTES. SEE DETAIL ON SHEET C-8. a v F.F.E.= 17.3' -_ ...�e r w+^:=•urre e..�_- LOT 2 PARKING �; ts�=,�;c�4 I` J' � � 8. STANDARD PARKING STALLS STRIPES SHALL BE 4"WIDE BB&T BANK BRANCH SIGN ,+ o_R8_ //'-� CROSSWALK DETAIL WHITE TRAFFIC IATEX PAINT IN ACCORDANCE WITH THE O � , e �\ PAVEMENT MARKING LATEX PAINT NOTES ON THIS SHEET. �RE LANE LOT 1 - .'%,�`-��-� o o ' s� � � \ NOT i0 SCALE 9. ALL REGULATORY SIGNS SHALL BE MADE OF HIGH • . .. ,... INTEN IN R F TI ATERIAL AS SPECIFIED W THE . :. ...��-�.. :.'�'. .' . �.. . .. . O ,� � ��O ..� O�•�DIR CTIO AL� _ -�=�- �I .'� 5�� G\s S E LEC VE M � � ��, i .� LATEST EDITION Of THE MUTCD. ,i '�� ' a.i :y �;; 10. CROSSWALK SIDELINES SHALL USE THERMOPlASTIC PAINT v '� �� ° `.,;"", / AR �W � � -� DARDS ND SPECIFCATIO S SEE �j � �::�,\ ` '"' c; _-- STRIPING PER FD T STAN A I N . Q r�i � ^� { -----------f/-------------- ------------ tT P.)-- �' 4.� STOP DEfAIL ON SHEET C-8. �o Z � � 1 2" W H I T E;� ARKING ;; A R : =N Q� W � STRIPE v, i-==- i t. ALL SIGNS SHALL BE WSTALLED AT 7' FROM THE CJ� O � (SEE CROSS ��-- _ , ---„'--��-�- N BOTTOM OF THE SIGN TO THE PAVEMENT SURFACE. �O w�` � Z FIRE WALK D�TAIL LANE SIGN � ON�IS SHEET) � _ �I. \ 7p,CONTRACTOR SHALL PROVIDE ALL PAVEMENT MARKINGS � '""� Q� > Q � a �, � - ;; N AND SIT SIGNA E PER BB&T STANDARDS AND � �j � E G Q - ------------------------------- --- ...4 : 'il�,� REQUIREMENTS. `� � � � 'i 6u I' � m w � — O �j i� m%'- �•�^^ d' PAVEMENT MARKING LATEX PAINT NOTES:: �, a �' :, , �:,' .. s . �v. r v � ��. 2. i�' N . :; O � ' ' ': .::---- ._...__.__._ — —.__..---- j., `"; ..._._SIQP SIGN�-- A. ALL LATEX PAINT FOR PAVEMENT MARKINGS SHALL BE: � : ...;,:q.'_.;.�:..:.'..; ..:._�.. ;�u,.:„^ �_i.�_.; .;� $ :� -- ��__�__(R��_t) a �F� _..... LATEX, LEAD AND CHROMATE FREE, READY MIXED, WITH DRYING Q � ----- � ,.u;--�.;;_.-�__:.:.-�,...,--,_�:—.��. .�-=.:--�_—_�',,,, STOP BAR WITH TEXT • 20' 20' —,.—. ... ,.:-.',. . . .: .: •�a •• . : .—._. _ � . ..._ - �� N 1 _ _ ..._—..._--....-�---'-':...._._ .-__� � � .. _�_p.. ....._ � '�-:�-, . Bq51S OF DESIGN PRODUCT: SU&IECT TO COMPLIANCE ....._—...---�'----_..... _ °ft ^TM�"F • - WITH RE�UIREMENTS, PROVIDE ONE OF THE FOLLOWING � Q SCALE: 1"=20� � ta6J7' .3 83a PRODUCTS: � z � I A• DURON INDISTRIAL COATINGS; "DURA CIAD LEAD FREE LATEX � z ZONE MARKING PAINT"APPLIED AT A DRY FILIA THICKNESS OF NOT LESS THAN 8.3 MILS. � 9-6 �)COLORS: (,/) a) WHITE: �DU994850D 0 a b)YELLOW: #DUfYZM100 60" MIN.DETECTABLE SURFACE SHALI.BE `" ^ B. SHERWIN-WILlIAA15 COMPANY(THE); "SEfFAST LOW VOC � I~��PER FLORIDA ACCESSIBILITY = ACRILIC TRAFFIC MARKING PAINT"APPLIED AT A DRY FILM STANDARDS &VILLAGE OF � THICKNESS OF NOT LESS THAN 7.5 MILS. TEQUESTA REQUIREMENTS. 60 12"x78"z0.080"ALUMINUM � 7)COLORS: o ��iZ 7;12 HANDICAPPED PARKING SIGN - BOLT �O a•e � 6• TO ALUMINUM POST WITH 3/B"DIA. (Ej. �Z� o)WHITE: �DU9948500 a "'^'��: io b YELLOW: DUIYZM100 0 :%:�::; �<:;.;_; � ,p BOLTS. BLUE REFLECTIVE BACKGROUND�� 5'-3" 4'-3" � # io e�� io :,.::.: m?:;;_;.;; 3 MEfAL SIGN WITH WHITE REFLECTIVE � � �' 1 NOTE: 8. GLASS BEADS:PASHTO A1 247,NPE 1 MADE OF U o a, SYIABOL AND BORDER o I �' ;'�;: ALL PAVEMENT MARKINGS SHALL BE PAINTED 100R RECYCLED GLASS. Z .- m a �`' W a � L..�.�$? BLUE REFLECTNE BACKGROUND a TRAFFIC WHITE, UNLESS OTHERWISE NOTED. z � � v � a a 67� ,.µ 7.ROUNDNESS: MINIMUM 75 PERCENT TRUE v� I F � � MEfAL SIGN WITH WHITE OPAQUE � � N a �n N � vi � LEGEND AND BORDER DIRECTIONAL ARROW SPHERES BY WEIGHT. � W (n M � � =2� > j �2 � . BLUE REFLECTIVE BACKGROUND ^��°°° � PAVEMENT MARKING DETAILS z z � Q 3 m m 3 � �0., � REFLEC T I E ALEffERI G I TFTP H55, i2' N.T.S. � � p � � O �� `� J Z v� o � q" .. u¢" ¢.' ., 6"x 1 2"P E R F D O T I N D E X 1 7 3 5 5 1'_6" 2._3" 7.-9" 2_�� w o � =-I � --I � 12 � � a � � ' � SEE DEfAIL STD SPACE �i 3-6� � y�_� �ae � Z � � J ! s' MiN. iz' MiN. STRIPE DETAIL 7 1/2"DIA. BLACK ANODIZED � � � � � � ? u > m �C PARKING SIGN DETAIL ALUMINUM SIGN POST WITH \ v z z o " NOTE: SLOPE NOT TO EXCEED 2%IN ANY DIRECTION N.T.S. WELDED WATERTIGHT CAP ��_g^ / 1'-6" � Q o y m N.T.S. . �C PARKING DETAIL � a o � w N.T.S. 1'-9" � o 3"-0" _ TOP OF CURB m a 12" 1'-6"�-�- 6" ,E,_ 9, � : � __ , i..::��'�-:.=i D LJ lJ � V � 24- n11��I7 bn � GENERAL NOTES: �� •�• �1� .i i,.:�� . � CONCRETE BASE,MIN.3,000 P.S.I. "I v.�`' i o �,ALL TRAFFIC CONTROL SIGNS WITHIN THE , �F(RE L�NE �a{��,' � � PROJECT SHALL BE MANUFACTURED USING � _,• �' �.� D � � 111/ DIAMOND GRADE REFLECTIVE SHEETING oR :ONLY PARKING BY � � �.. ;:i nI� 6� y z4" � � DISABLED . ..��_�� I I Z4� � �.'..�•a..�. AND EQUIVALENT). ALL SIGNS SHALL BE � R3-SR R�'� PONLVT �-� B� CONSTRUCTED IN ACCORDANCE WITH MUTCD � � , 18" �I\J% CRITERIA FOR SIGN SIZE AND SHAPE AND �AN MIN. �/ � LETTERING DIMENSIONS. � t E � CCESSIBLE 24� �2�� 3�� JOB N0: 2,ALL TRAFFIC SIGN POSTS WITHIN THE curatc[ �C TYPICAL SIGN DETAILS PROJECT SHALL BE 2"X2" SQUARE FlNe Szso.00 FIRE LANE SIGN STANDARD DRAWN: GT N,T.S. BREAK-AWAY 14 GAUGE GALVANIZED STEEL PARKING SPACE DETAIL WITH PUNCHED HOLES AND IN ACCORDANCE R5_� FTP-zs, DRIVE—THRU N.T.S. CHECK: SGH WITH FDOT AND VILLAGE OF TEQUESTA R7-86 (FLORIDA) PAVEMENT MARKING DETAILS NOTE: STANDARDS&REQUIREMENTS. & FTP-55 N.T.S. DATE: NOV. 2016 STANDARD PARKING SHALL COMPLY WITH TYPiCAL SIGN DETAILS REQURENGFDOQBLE STRIPING.SECTION 78-691(B) PLATE N.T.S. C-8 SNEET OF 1-1/4"OF FDOT SP-12.5 MIX ASPHALTIC 3/4"OF FDOT SP-9.5 FINE MIX CONCREfE. MINIMUAI MARSHALL STABILIN ASPHALTIC CONCRETE. MINIMUM OF 1,500 LBS. PER fDOT SPECIFICATIONS. IAARSHALL STABILITY OF 1,500 LBS. PROVIDE KE`f IN TRANSRION OF OVERIAY 6"THICK LIMEROCK BASE(MIN. LBR 100) PRIIAED PER FDOT SPECIFICATIONS. TO EXISIING PAVEIAENT FOR FLUSH &COMIPACTED TO 987 DENSIN AS DETERMINED i TRANSRION.SAW CUT AND STRIP OFF F.D.O.T.NPE S-3 ASPHALTIC CONCREfE PAVEMENT. BY AASHTO T-180 AND CARBONATES�F GAlCIU1A EXIS7ING ASPHALT,WIOTH 0.S REpU1RED ��MIN. OR AS INDICATED IN GRADWG PLAN. AND MAGNESIUM OF 707. MINIMIUM MARSHALL STABILIN OF 1,500 LBS. , � 1.AL�TE�RNATE PAVEMENT AND BASE N FOR KEY IN TRANSIiION. Z � ,�,�;L�4.:�ry.i;'j,".;�,;.;;•'_;. ;^;{_, SECTION MEETING FDOT STANDARDS AND O 7ACK COAT PRIME COAT BETWEEN SURFACE '�;;:• ,',..... , ,:• SPECS MAY BE SUBSTITUTED WITH (n NOTE: COURSE &LIMEROCK BASE � �///�\/�� \r\ \/ REVIEW AND APPROVAI FROM ENGWEER. � VARIES EXIST.ASPHALTIC CONCREfE �\�� \�T� �� ?��;�\ 2.SOIL-CEMENT BASE WITH A 7-DAY Zq,. IF EXISTING GRADING DOES NOT ALLOW ��iN�, �y�j�'T'�'"�'_"�.. STRENGTH OF 300 PSI MAY BE USED MIN. SEE DWG. F O R 1"M I N.P A V E M E N T O V E R L A Y� INSTEA�OF THE LIMEROCK BASE. PROVIDE REQUIRED SCARIFICATION OF 12"STABILIZED SUBGRADE FOR A MINIMUM EXISTWG PAVEMENT TO ACHIEVE THE MIN. uMERocK eenRiNc Rnno (LBR) OF 40 AS 3 MqYYBEEUSEDUASEANCA TER ATNECBASE. SPECIFlED BY FDOT AND COMPACTED TO , EXIST.LIMEROCK BASE COURSE LAYER THICKNESS. ioox (MiN) DENSIlY, PER PASHTO T-99-C RCC SHALL BE SOURCED FROM AN APPROVED FDOT PROVIDER AND M1U5T BE COMPACTED TO AT LEAST 100R EXI57.BASE COURSE DENSIIY WITH AN MIN. LBR OF 120. LIGHT DUTY ASPHALT PAVEMENT SECTION 4,REFER TO UNIVERSAI ENGINEERING � NOTTOSCALE SCIENCES REPORT ON SUBSOIL Q • INVESTIGATION FOR ADDITIONAL � TYPICAL OVERLAY KEY IN TRANSITION INFORMATION AND RECOMMENDATIONS TO BE IMPLEIAETED IN THE SUBSURFACE NOT TO SCALE PREPARATION. 1-i/4" OF FDOT SP-12.5 MIX ASPHALTIC CONCRETE. MINIMUM MARSHALL STABILIN 3/4"OF FDOT SP-9.5 FINE MIX OF 7,500 LBS. PER FDOT SPECIFICATIONS. ASPHALTIC CONCRETE. MINIMUM �8" '� MARSHALL STABILIN OF 1,500 LBS. lmp � 6", � &n COMPACTEDRT�O 989.DENSITY ASRDEfERMINED D PER FDOT SPECIfICATI0N5. Q Q M �� I �Joint Seal BY AASHTO T-180 AND CARBONATES OF CAICIUM F � -I AND AIAGNESIUM OF 70% � W �0 ti io . ' �NY� ao PRIME COAT BETWEEN SURFACE � � `O W~��J � COURSE& LIMEROCK BASE `. �� ,, F"��LL i��`T\�i��i��i�i��y��i��\i� ' J W Conc. Pav t. /%//�\�%��j j��jj%�%��//�l�\i' � �N J �3�Exp. Joint And m Preformed Joint Filler 12"STABILIZED SUBGRADE FOR A MINIMUM N� � LIMEROCK BEARING RATIO (LBR) OF 40 AS d TYPE D SPECIFIED BY FDOT AND COAAPACTED TO � � 100Y. (MIN) DENSIN, PER AASHTO T-99-C W CONCRETE CURB p N.T.S. W HEAVY DUTY ASPHALT PAVEMENT SECTION � NOT TO SCALE `/� . � V/ . � 6' NOTE:AN IXPANSION JOIM SHALL BE e• e USED 70 SErnah7E TtiE NEw 1-1/2" MIN.ASPHALTIC CONCRETE lYPE S-3 VERTICAL SAW CUT CONCREfE SIDEWALK FRON OTHER ' ' - - --- 1/8"TO 3/16�WIDE NOTE:COMROL JOIMS SHALL uEw at nnsnNc ca�si2ucnoN. �•_q�_.� . . .��_ _a � MIN. MARSHALL STABILITY OF 1,500 LBS. � AS PER F.D.O.T. STANDARDS. ee coNsraucieo eiear - �� -' - CONTRACTORS SHALL MATCH EXISTING r/4 5'ov�eucni or soEwnuc , coNcrsErE(u3iNo.aoortrvE To � - - - - THICKNESS IF GREATER THAN 1-t/2" � TOOLED EDGE � PER CUBIC YARD) p��y ''....�^. '-. . ' , :�. '.< £ Q, 7/2 T CROUND LINE p . .. _ :�Q- a'.�, ...- o-.- - '- NRN DOM11 REMMED :e�•.:_,'�:�:_�e�'�:_�:.:�:� Nflff: 9' a i�,�O�•,^.:;ze,.:..�;� NOTE: a ' � ADLICENT TO PAYEYENT ;%;t�o,•.:.,;�rs,�,.,;,; � wm�.s7oP To ae catert�o �y 3000 PSI CONCREfE SCARIFY OR REMOVE EXISTING PAVEMENT U � COMROL JOWTS SHALL HOT POURED RUBBER AqEpS '. � �- - N!PMI(M!G SfALL 2'FROA1 NIN. FOR NEW PAVEMENT CONSTRUCTION. � BE CONSTRUCTEO EVERY JOINT SEAL COIAPOUND '� '' E.O.P.TO FACE OF xr11FELL �' Z p rn F��';::�� 6" LIMEROCK BASE IAIN. L.B.R. 100, BOTH ;d 5�OF LENGTH OF SIDEWALK / 6�ST/Bttlh�SUBGRADE SfOP. '4 — (� Or MIN LBR 10,COIAPACTED TO 2 EA.�4 BARS COMPACTED TO A MINIMUM 1007 Z W � CONTROL JOINT 2 EACN � 95R OF MAK DENSItt ACCURATELY PIACE� OF THE MAX DENSitt AASHTO T-180 U� K r N a /1 BARS SECTION AT TURN DDWN (AA�TO T-180),NAX.PLASTIC WITH PLASTIC CHAIRS. � \�� \��\�\��\j��\\ AT t27 OF OPTIMUM MOISTURE CONTENT. � W � n m N.T.S. INDEX OF 6 � � H0T POURED RUBBER 2 EA�6 ANCHOR PINS ��</� �i/�� Z Z m Q JOINT SEAL COMPOUND 16'LONG ARE Q N o iC �/z" SIDEWALK SECTION AT GROUND/PAVEMENT SECTION'A-A' FURNISHED. � Z o o ,a 2- i„ ".T.S. STANDARD PRECAST TYPICAL ASPHALT PAVEMENT/REPAIR SECTION � `�' � LL o � . T�2 CONCRETE WHEEL STOP NOTTOSCALE Z � ; � i ..` ..- �•. T TODLED EDCE N.T.S O Z Z -� � I I pp�+� a�tt�' GROUND LINE U Z 0 � �I �� I I lAP BhRS 30 DIA. %;�• _- `':ti�o-_' ��9 ~ Q O Y m �I'rt- awo nE _ _ ,;��e�::1.�� ,o��\1� ,y� a o a CONSTRUCTIONJOINT 70RIAAIMAIN3(GINI�MUN L_J/„••' . �Q 50 = ° ' _ � DEfECTABLE WARNINGS IN CURB R e a N.T.S. SECTION AT Tl1RN DOWN �IBER NESH 300 ADDITNE 70 RN.�PS/CROSSWALKS SFULL COIAPLY CONCRETE(IMN.1.5 IDs WI7H ALL ADA REQUIREAIEMS 6O�pQ 2 � NOTES: PER CUBIC YARD) 09 1.AN EXPANSION JOIM SHALL BE MONOUTH�C Cu B SECiWN 'S p-9lfp ord��9 ,��F �qx o USED TO SEPARATE THE NEW � �lfj �' O �' � CONCRETE SIDEWALK FRON OTHER TOOLED EDGE S1NlDAR SIDEWALK SECTION �' ��1V NEW OR EXISTING CONSTRUCTION. � 2.CONTROL JOINTS SHALL BE CONSTRUCTED - - -�;�ti�o�;;�;:•- .':°j.". �' � EVERY 5'OF LENGTH OF SIDEWALK. _ - - -'•1.,�,•�:1' `Ay�sC'qpF (,q R�O `pQe P ASPHALT PAVENEM _ ~o ' Np 6. S �`L 3.THE CONCREfE AROUND THE BICYCLE - -;' �NC �0� �� p,'4� RACK SHALL BE CONSTRUCTED - ' �pA � �l TO THE SAIAE SPECIFICATIONS AS THE - I ��I.P �pnd�� :� O SIDEWALK ADJOINING IT. - -O,4' �•, �' �' 2 4.ALl SIDEWALK CONCREfE SHALL BE ^i � O q�,9 DETECTABLE SURFACE SHAiI BE J O B N 0: IAIXED WITH FIBER MESH ADDITNE � _' 6'STABIIRED SUBGRADE 5� PER ADA REQUIREMENTS. wu L9R 40,COurnC7ED i0 DETECTABLE SURFACE SHALL (A11N. 1.5 Ibs PER CUBIC YARD) �••:5~o � I' 'I 98R OF MAX DENSItt BE PER ADA REQUIREMENTS. J2 DRAWN: GT 5.REfER TO UNNERSnL ENGINEERING (MSHTO T-180),NAK P1A571C � 1`L SCIENCES REPORT ON SUBSOIL SECTIow AT TURN oowu iNDEX OF 6 "F 6 O '�, INVESTIGATION FOR ADDf�IONAL (WALK ABUTTING PAVEMENT) �'P CHECK: SGH INFORA4ATION AND RECOMMENDATIONS TO SIDEWALK PROPOSED TURN-DOWN SI�EWALK WHEN BE IMPLEIAETED M THE SUBSURFACE SIDEWALK DETAILS AR�` SIDEWALK IS A0.IACENT TO ASPHALT DATE: NOV. 2016 PREPARATION. N.T.S. NOIE� ��' PAVEAIENT.SEE DETAIL ON THIS SHEET. �2E� AN EXPud5lou JOIM Sw41 BE PROP.TURN-DOWN$IDEWALK WHEN �O THE CONCRETE MOUND THE BICYCLE USED TO SEPARATE THE NEW SIDEWALK IS ADJACENT TO ASPHALT �,p' PLATE RACK SHALL BE CONSTRUCTED CONCRETE SIDEWAIK FRON OTHER PAVEMENT.SEE DEfAIL ON THIS SHEEf. TO TNE SAA1E SPECIFICATIONS AS THE NEW OR E%ISTINC CONSTRUCTION. SIDEWALK ADJONJMG R. ADA RAMP DETAILS qkg C-9 ADA RAMPS DETAILS SHEET OF 76"SQUARE X 6"THICK CAST IRON CLEANOUT 3,000 P51 CONCRETE (JOSAM SERIES 56060 SLAB TO 8E CAST OR APPROVED EQUAL) _� AROUND CLEANOUT WITH TAMPERPROOF TOP F w ASPHALT FOUR(j4 SET PAD FLUSH � (SEE NO7E 1 ) PAVEMENT I I�� COIAPACTED BACKFILL THIS PORTION TO BE �PIPE JOINT BARS E.W.O.C. WITH FINISH GRA�E � OR OTHER FINISH CUT AND REIAOVED ¢ � C0IAPAC7E0 II rL I OVERLAP�IOVERLAP= STORM DRAINAGE � Z O SE CT � COMPACTED SCREENED FlNISH I D D I PIPE ;r«4;°�s;:�:i,:`:%?;;�y`:�;c:�;�{�;;�,•;? a � �.. „a 1.1ATERIAL - Be BACKFILL � �-c,y::•...:«.r��.�,;%Y'+:L?,.-:��:i:�....,. _ � 6%6-6/fi W.W.F. r —� 'i:�:{f'c�i.,^,.;'.-:�.^:�.::a;.•Y;.>,•L,.;ti�:.�,T;.s , : 3" K N I ' _____ T p � N i Bc/4(6"MIN.) REQUIRED - I� � �� _ �DIAMETER) 45 BEND W , , .:, a .. 'Gk':,�,=3.m';.v,+. ' > .. � . .r ..._ .. CONCRETE " 6"MIN. � -I �Z•I � II BRACING NOTE. 6"PVC � W F�-�{ � � I i CONCRETE �IN• S I MAXIMIUM OVERLAP LENGTH 6"DR 8"PVC POLYESTER,NON-WOVEN GEOTEXTILE SEE DRAINAGE PLAN CONCRETE - � t I_ SHALI BE 36"REGARDLE55 y/�MIN. 70 MIL. THICKNESS.LAP ( � SADDIE Bc/2 _ �•� �B��Z OF PIPE DIAMETER. FABRIC A IAINIMUM OF 12" Bc/4(4"IAINJ COMPACTED BACKFILL 12• � B�,(4 - ` �' � AS SPECIFIED FOR MIN. NOTE: ALL STORIA DRAINAGE PIPE p (4 IAINJ " ""�� ._�/UNDISTURBED BEDDING IYPE. SHEETING _ N SOIL � JOINTS SHALL BE WRAPPED PIPE BELL� COMPACTED GRANUUIR VATH FILTER FABRIC. � � � I BEDDING MATERIAL PIPE BELL W1TH WATERTIGHT � 0 ' Bc/4(6"MIN.) �� I •, •, / e' CONCRETE PLUG j CONCRETE ARCH II + JOINT WRAPPING DETAIL SADDLE � NCASEIAENT I,,,_—, - - __ N.r.s. ROOF DRAIN CLEANOUT DETAIL CLASS "A" BEDDING-SPECIAL CONDITIONS �` N.T.S. Bd (SEE NOTE 1) 5'-5 � �� 5�-S � }c+� w �p PROTECTNE CONCREfE SLAB SHEEfED TRENCH 4-�� I � �O ONCRETE � _� (n °� WEIR � N LL J SPECIAL DETAIL XISTING 18" � Z� Bd � � (SEE NOTE i) �—i!�j i!- N.T.s. r ONCRETE PIPE TO � w � �w —��_ � _I I I_ � 4-� I Grate WEIR �_ REMAW �� =GN I I. f � BACKFACTED �� Q -I EL.12.0' - m � w BEDDING AND TRENCHING NOTES �1 �'2`2 I B° II � 1.5� - II 2�� CI. _ INV. EL. = 10.65 W I _ COMPACTED 1. Bc = PIPE O.D. � _�i - SELECT Bd =TRENCH WIDTH AT TOP OF PIPE � � 6 �.5� � ' MATERIAL MAX. Bd = Bc + 24" �zJ f'� MIN. Bd = IAAX. DIM. OF BELL + 8"(UNSHEETED TRENCH) T -1 � MAX. DIM. OF BELL+ 12"(SHEETED TRENCH) 6�� $�� . � Z " "'¢ 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE g� - U (j4 BARS � >�3 � AS REOUIRED TO REACH SUI7ABLE FOUNDATION FOR NON- � �12"CNTRS. + , Bc/2 CUSHIONING MATERIAL, DEPiH SHALL BE 6"BELOW BOTTOM N �/ OF UTILIN. � ,i � r �= INV. EL. 6.78 3. SHEETING SHALI BE DRIVEN BELOW THE UTILIN INVERT - 0 UNDIS7URBED Ti ;--� l--� SEE NOTE 2 IF RE�UIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL � SOIL I- REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL � � � � -1 PIPE BELL � � BE CUT OFF A MINIMUN OF 12"ABOVE TOP OF PIPE, OR HIGHER � — -- AS AUTHORIZED BY THE ENGINEER,AND LEFf IN PLACE. IN NO CASE SHALL SHEETING LEFf IN PIACE E%TEND HIGHER THAN 30" O.6 Bc(TOTnL) COMPACTED GRnNUV.R BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. PLAN VIEW SECTION VIEW BEDDING IAATERinL BRACING SHALL BE APPROVED AS RE�UIRED. NORIAAL TRENCH GRANULAR BEDDING 4 DEPTHCOFECOVER RS LESS BHANR3fi EAND EF PPROVED BY THE � umm. DRAINAGE STRUCTURE S-11 MODIFIED FDOT TYPE "D" INLET 5. BACKFILL TO BE COMPACTED TO 98X DENSItt OF AASHTO T780 MOTIFIED PROCTOR IN AREAS TO BE PAVED N.T.S. CLASS "B" BEDDING-NORMAL CONDlT10NS AND 95%AT All OTHERS. N.7.S. NOTE: THE EXISTING INLET WILL BE REPLACED AND RECONSTRUCTED AT THE SAME LOCATION WITH THE NEW PIPE AND CONCRETE WEIR AS SHOWN. THE EXISTING OUTLET PIPE SHALL o REMAIN AND SHALL BE SAW CUT AND/OR EXTENDED TO THE NEW INLET AS NEEDED. U o I PIPE BEDDING & TRENCHING DETAILS FOR NON—PERFORATED PIPE """""""'"`� Z c� w � a N.7.s. DOT STANDARD �/j Z � n'"i a MANHOLE FRAME F w N n m AND LID z Z � a X TOP EL. 14.30 � � o � � J Z v� o 3'-4" EVELING BRICKS � W � " TO STORMTECH AS NEEDED � � � � � MANIFOLD p c� N J �, � Z 8,� $. ao � I U Z z z �j F- Z Y N o ,. a o Y �, �j a o � • CONCRETE TO S-11 o Z WEIR S „� o °' a i' � / �4'-5" I 1 WEIR El. 7.89 �j 1\♦ � �!J I :,�,.. - ••' � INV. EL. 6.89 •� INV. EL. 6.89 2'-0" i: ' ��42° SUMP.•��- JOB N0: . , i. � _ � DRAWN: ALT TO ISOLATOR � CHECK: SGH PLAN VIEW ROW SECTION VIEW DATE:NOV.2016 PLATE DRAINAGE STRUCTURE S-12 MODIFIED FDOT TYPE "C" INLET WITH MANHOLE TOP C-10 N.T.S. SHEET OF COVER PIPE CONNECTION TO EN� NSPECTION PORT F CAP WITH ADS GEOSVNTHETICS 601T Z MC-4500 TECHNICAL SPECIFICATION NON-WOVENGEOTEXTIL � C-4500 CHAMBER CREST NTS G4500ENDCAP � U STIFFENING RIB CREST , 3 WEB STORMTECHHIGHLYRECOMMENDS '%�•' �•',i,.I';, VALLE FLEXSTORM PURE MSERTS IN ANV UPSTREAM y�{�� t p S N STIFFENING RIB UPPER JOINT STRUCTURESWITHOPENGRATE q w Z CORRIIGATION k d' � F . G ' N � � W W a � 0 w 60.0" 59.4' FOOT (1524 mm) (1509 mm) CATCHBASIN � OR A4ANHOLE r LOWER JqNT CORft. 100.0'(2540 mm) BASE STqJE � O W a BUILD ROW IN THIS DIREC710N 90.2'(2291 mm) . �r � � 4"(fi00 mm)HDPE ACCESS PIPE REOUIRED TVJO LAYEftS OFADS GEOSYNTHETICS 315WTM WOVEN � USE FACTORY PRE-CORED ENO CAP GEOTEXTIIE BETWEEN FOUNDATION STONE AND CHAMBERS a PARTk:MC4500REPE2dBC 10.3'(3.t m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 48.3' 52.0' �izz�mm) �1321 mm� MC-45001SOLATOR ROW DETAIL T MSTALLED NTS 1 J0.7' 1,ALL DESIGN SPECIFICATIONS FOR STORMTECH MC•4500 INSPECTION&MAINTENANCE (, (7et mm) CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH c°�o �J INSTALLED STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT Q .y DESIGN MANUAL A. MSPECTION PORTS(IF PRESENT) � Q M � A 1. REMOVE/OPEN LID ON NVLOPLAST WLINE DRAIN U) C A2. REMOVEAN�CLE4NFLE%STORMFILTERIFINSTALLED CONCRETECOLLA w �a L NOMINAL CHAMBER SPECIFICATIONS 2.THE INSTALLATION OF STORMTECH MC-4500 CHAMBERS SHALL � � A.3. USINGAFIqSHLIGHTANDSTAUTAROD,MEASUREDEPTHOFSEDIMENTANDRECORDONMAINTENANCELOG SIZE(W X H X INSTALLED LENGTH) 100.0"X 60.0"X 48.3" (2540 mm X 7524 mm X 1227 mm) BE IN ACCORDANCE WITH THE LATEST STORMTECH q,y, �OWERA CAMERA INTO ISOLATOR ROW FOR VISIIAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) PAVEMEN7 � Q O CHAMBER STORAGE 10fi.5 CUBIC FEET (3.07 rtl�) INSTALLATION INSTRUCTIONS A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEEO TO STEP 2.IF NOT,PROCEED TO STEP 3. ONCRETE COLLAR NOT RE�UIREO W I-' �LL O MINIMUMINSTALLEDSTORAGE' 162.6CUBICFEET (4.60m') e. ALLISOtATORROWS FORUNPAVEDAPPUCATIONS WEIGHT 130.OIbs. (59.Okg) 3.THECONTRACTORISADVISEDTOREVIEWANDUNDERS7AND B.1. REMOVECOVERFROMSTRUCTUREATUPSTREAMENDOFISOLATORROW �' �Q � B2. USINGAFLASHUGHT,INSPECTDONMTNEISOLATORROWTHROUGHOUTLETPIPE QF' � THEINSTALLATIONINSTRUCTIONSPRIORTOBEGINNING �) pqIRRORSONPOLESORCAMERASMAVBEUSEDTOAVOI�ACONFINEDSPACEENTRV �. �" �- �jW NOMINAL END CAP SPEqFICATIONS SVSTEM INSTALLTION.CALL 1-888-892-2694 OR VISIT ii) FOLIOW OSHA REGULATIONS FOR CONFlNED SPACE ENTRY IF ENTERING MANHOLE ��,,�� O� o� SIZE(W X H X INSTALLED LENGTHJ 90.2"X 59.4"X 30.7" (2291 mm X 1509 mm X 781 mm) W W W,STORMTECH.COM TO RECIEVE A COPY OF THE LATEST 8.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT.PROCEED TO STEP 3. [,'[� �Cl I ..x� � END CAP STORAGE 35.7 CUBIC FEET (7.01 m') STORMTECH INSTALLTtON INSTRUCTIONS � � m F MINIMUM INSTALLED STORAGE' 108.7 CUBIC FEET (3.08 m') STEP 2) CLEAN OUT ISOLATOR ROW USING THE JENAC PROCESS z'(30o mm)NVLOP�nST INLINE WEIGHT 135.0 Ibs. 61.2 k A. A FIXED CULVERTCLEANING N022LE WITH REAR FACING SPREAD OF 45"(1.7 m)OR MORE IS PREFERRED DRAIN BODY W/SOLID HINGED � ( 9� 55.1" 4.CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD 8. APPLY MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER IS CLEAN FLEXSTORM CATCH IT COVER OR GRATE (891 mm) FACTORSSPECIFIEDINSECTION72.120FTHELATESTEDITION C. VACIIUMSTRUCTURESUMPASREQUIRED anarp82�2NVFx PARTp2l'12AG61P' J 'ASSUMES 72"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS wI7H USE oF oPEN GRA7E - SOLID COVER:1299CGC• 12"(305 Itlm)STONE PERIMETER IN FRONT OF END CAPS AND 40YO STONE POROSIN. STEP 3) REPLACEALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONSAN�ACTIONS. GRATE:7299CGS Q STEP6) INSPECiANOCIEANBASMSANOMANHOLESUPSTREAMOFTHESTORMTECMSVSTEM. 6"(i50mm�MSERTATE t- PARTk 61PSSTIP' "(150 mm)PVC SCH40 I.I INSERTA TEE TO BE CENTERED P�PE(BY OTMERS) � LLJ " STUBS AT BOTTOM OF ENO CAP FOR PART NUMBERS ENDING WITH"B' IN VA��Ev oF corzaUGnTIONs Q STUBS AT TOP OF END CAP FOR PAR7 NUMBERS ENDING WITH"T, NOTES 7. INSPECT EVERV 6 MONTHS DURING THE FIRST VEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS w OBSERVATIONS OF SEDIMENTACCUMULATION ANO HIGH WATER ELEVATIONS. NOTE:ALL DIMENSIONS ARE NOMINAL casoo CHnMBER (,� 2. CONDUCTJETTINGANDVACTORINGANNUA�LVORWHENWSPECTIONSHOWSTHATMAWTENANCEISNECESSARV. � CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE 'THE PAR7n 2�/uG61PKlT CAN BE 72-24"(300-600 mm)SIZE ON SIZE AND 15-48"(375-1200 mm)ECCENTRIC MANIFOLDS. useo To oROE6 ALL NECessartv z COMPONENTS FOR A SOLID LID CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED INSPECTION PORT INSTALLATION � FOR PIPE SIZES GREATER THAN 10"(250 mm) THE INVERT LOCATION IN COLUMN'B'ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. � � MC-4500 6"INSPECTION PORT DETAIL � NTS aosceos Ea�ciHEER� DESIGN ELEVATI0N5 CLEok5C0.Usf�£One�G��nRSiOf�EtwEn6BlAVEfl VSREDESIGNE � rv TOP OF PAVEIAENT MIN. 14.06 ,��` `s ��,��+�,..�. ,�,�.�,��p .�•, �,�.�.�.� � � M� .. .�- - - ---�QPQF�A��QU$�,SE�L,]3.89 NYLOPLAST 12"300 mm INLINE DRAIN 4"(100 mm]SCHED 40 SCREW-IN CAP SCHED 40 PVC o Pe ,.5 �t's^.s.:st ` s,,w.�'�F ,ya',.�,- p� :".#�ze:z>. �,�+� '��`�; [ 1 U o � R i�ER oTEai -- �" "1��ST�E-��9- - BODY W/12"[300 mm]SOLID HINGED CONCRETE COLLAR BOTTan OF STONE EL.11.89 4"[100 mm]SCHED z � rn B COVER AND FRAME(SEE NYLOPLAST PAVEMENT 40 PVC COUPLING � w DWG#7003-110-044 FOR PAVED z � � �cnueeaoaeooavEancny / �I APPLICATIONS/SEEDWG#7003-110-045 _ 4"[100mmj Uj � � N a �� +� [702 mm] SCHED 40 PVC F- w � M m j, � FOR UNPAVED APPLICATIONS) ' '�j;•,•h;�,..., ':;T,:�;�-4:t� NOTES: Q Z j o ___BOTTOIA OF CHAMBER EL.6.89 ';�jaieemmj°:; ""'" x - .>�ar.z'.�'��; ��'~!�`_��",".'��:''. 1.INSPECTION PORT MUST BE ` � C9 p � LL �r Bo77oM oF sTouE E�.5.89 - CONNECTED THROUGH KNOCK-OUT CORE 4.5"[114 mm]0 -� �,Zj � � LOCATED AT CENTER OF CHAMBER. HOLE IN CHAMBER � � �'' � + _ ,�n...,,,., �=�m^»^* MC-4500 CHAMBER 2.AlL SCHEDULE 40 FITTINGS TO BE (4.5"HOLE SAW REQ'D) � � O ' o ervocna s�'�EN�ias SOLVENTCEMENTED. i i Z � � 3/4-21NCH[19mm-51mmj Q � N � m CLEAN CRUSHED ANGULAR STONE � (� Z Z Z a Y � a ACCEPTABLE FILL MATERIALS:STORMTECH MC-4500 CHAMBER SYSTEMS CONNECTION DETAIL ~ J o � �, SKAPSGEONETTN "Ts �S � O ' � ' PLEASE NOTE: 160 BENEATH o 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE Z SYSTEM MUST ALSO BE CLEAN, CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION MwiMUMFi�+isxcanoeroa = m = FOR�4 STONE WOULD STATE: "CLEAN, CRUSHED.ANGULAR N0. 4(AASHTO p oFanveueNrei.iae d M43)STONE". a � 2.STORMTECH COAIPACTION REWIREMENTS ARE MET FOR'A'LOCATION MATERIALS isnocEwvEarro WHEN PIACED AND C061PACTE�IN 9"(230 mm)(IAAX)LIFTS USING TWO FULL isouroaaowe COVERAGES N7hi A VIBRATORY COMPACTOR. s L �j TOP OF�vEIR Et.I.8 3.WHERE WFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR p�/C STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY �r'�J RAKING OR DRAGGING WITHWT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COAIPACTION REWIREMENTS, e NOTES: �` JOB N0: t. IAC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF A57M F2418"STANDARD SPECIFICATION FOR POLWROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". secrioun-n DRAWN: ALT 2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE NATH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". CHECK: SGH 3."ACCEPTABLE fILL 1AATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS, AND COMPACTION REWIREMENTS FOR FOUNDATION, wieruawFo�osrue is .�rr.uwernosrue is EMBEDMENT,AND FILL MATERIALS. � '"� '^""�Fo�o mur�irc�isrv�F�o DATE:NOV. 2016 TtauuKis 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. PLATE 5.ONCE LAYER'C'IS PLACED, ANY SOIL/MIATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO wwiro�oreuuemveersi.s.es WRETEMNNIfOL�STUBIMIERTF1.6.09 C-10A REPLACE THE MATERIAL RE�UIREMiENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S D�SCRETION. 6.PERIMETER STONE WUST BE EXTENDED HORIZONTAI.LY TO THE EXCAVAT�ON WALL FOR 80TH VERTICAL AND SLOPED EXCAVATION WALIS. c SHEET OF - Q Q `- . ' _ ... � _ SEPARATION REQUIREMENTS - >_ � - z 62.555.314FAC.AUGUST2B�200� U� . ._..Snwcui(irnwU � . . ' - ' - - - � - - O �` .... . _ . - ' - . � iYPE 5-t nSPryN.T . - '- . ... 2-I/2'X 3/d'HYIMtaNi/+OAPiOR � - - G4qUN�OR ROnD BaSE - - 1 W 1.HORIZOMALSEPARATIONBEfVJEENUNDEqGFOUNOWATEHMplNSANOSPNITAqYpqSTOflMSEWERS. . �r , �.,� . - -��r� _;E sn�ic _ _ � WASTEWATEflOPSTOpMWATERFOPCEMAINS.RECWME�WATEflPIPELiNES.ANDONSITESEWAGETflEATMENT ' +��/ �' . ' ' AN�DISPOSALSYSTEMS. - .. - .. . .�� `\ .. - A NEWIXiRELOCATEOUNDEflGflIXINOWATEflMNNSSHAILBElA1OTOPFONDEANOPIZONTALDISTANCEOF - / C BqLKn�t p4n4'o ATLEASTiHREEFEETBEIWEENTHE0UISIDEOFTNEWATEflMA1NANDTHEOUT$IDEOFpNYIXISTING OFl ._ . . f 18"MiN �' qup�C�P CiEO vER wPVRpPmytE ' � - - � PIipPOSEOSTOHM$EVlEfl,STOflMWAiENFONCEMNN,OflPIPEIJNECdJVEY�NGPECIAIMEDWATEfl �i SUBBpSE,f0 LBR,COAIPAGiEO � �� st+50�F4P�5(3-t/2"4nx.2E) -' . NE6UfATEOUNOEflPAflTNIOFCH�P�ENGLb10.F.NC. TO 98R nAS�1T0 T-1B0 � � �N 36'Of,COvca a5 REOUiRED � . / �� ' TME REuu`cvG RAC?tfllt N+CIiFnS_S . B.NEWOflRELOCATED.UNDEflGROUNOWATEflMNIN55HALLBEWOTOPflOVIDEAHOHIZONTAlDISTMlCE . _ - _ _ i � - -T�?a�Oi_ff'PiH. _ � � O 3/+'�,V.GscH.40 OFATIEA$TTHflEEFEET.AND%iEFER48LYTENfEET.BETYEENTHEOUTSIDEOFTMEWATEflMP1NMID �w _ _ l � lHE0UT51DEOFANYEXISTINLiOfl%iOPOSEDVACUUM-iVPESANITMY3EWEN. 09� - / � .� u d � r ' _ a � � , � > �^y�� \�\�� \ AwDRcp:�PwC D�7U Mi 1v�M IoOR . 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OTHEF CONIHOLS HAZAqD0U5 PFODIICTS MAMTENANCFINJSPECTIONPROCEDUflES(coM) PROJECTNAMEANOLOCATION: 4(conqCONSTRUCTEDONUNDISTUfl9E�501LANDTHEAREABELOWTHEIEVEL WASTEDISPOSAL LOT26B&T-VILLAGEOFTEQUESTA THECONTMCTORSF7ALLATAMINIMUMIMPLEMEMTHECONTAACTORS UPISSTABILIZED.THEWATERSHOUIDNOTBEALLOWEOTO P'IESEPRACTICESAREUSEOTOFIEDUCETHEflISKSAS50CIATEOWITH *SILTFENCEWILLBEINSPECTEUFOflDEPTHOFSEDIMENT,TEAfl5,T0 20 WATEflWAY ROAD qECONCENTflATE AFTEF RELEASE.LEVEL SPREADEfl SHALL BE CONSTRUCTE HAZARDOUS MATEFIIALS. TEQUESTA,FLORI�A 33469 flEOUIREMENTSOUTUNE�BELOWANDTHOSEMEASURE55HOWNONTHEEflOSION WASTEMATEPIALS SEEIFTHEFABRICISSECURELYATTACHEDTOTHEFENCEPOSTS.AND IN ACCOROANCE TO Cltt STANOARD DETAIL D�914. q�L WASTE MATEflIALS E%CEPT LAND CLEAFING�EBfl15 SHALL BE 'PRODUCTS WILL BE KEPT IN ORIOINAL CONT/JNEflS UNLESS THEV AflE NOT TO SEE THAT THE FENCE POSTS ARE FlRMLY IN THE GROUND. AN�TURBIDfIVCONTflOLPIAN.INADDITIONTHECOMRACTOflSHALLUNDERTAKE 5. STOCKPILINGMATERIAL:NOEXCAVATEDMATERIALSHALLBE OWNERNAMEANOADDFESS: C011ECTEDANOSTOREOINASECURELVLIDDE�METALDU!/PSTER.THE RESEAlA9LE. N ApDITIONALMEASURESFEWIFEDTOBEINCOMPLIANCEWRHAPPUCABLEPERMf( STOCKPILEDINSUCHAMANNERASTO�IRECTPUNOFFOIRECTLVOFF 'TNESE�IMENTBASWSWILLBEINSPECTEDFOflTHEDEPTNOFSEDIMENT, Z BRANCHBANK&TfiUSTCO. CONDfIIONSANOSTATEWATEHQUAL1iYSTANDAflDS.�EPENDINGONTHENATUflE �UMPSTEFWILLMEETALLLOCALANDSTATESOLIDWASTEMANAGEMENi 'OflIGINALIABELSANDA1ATEflIAISAFEfYDATAWILLBERETAINEU;TNEY pNOBUILTUPSEUTAAENTWILLBEflEMOVEDWHENRREACHE510 O 200 WEST SECONO STREEf POST OFFICE BO%1255 THE PROJECT SITE INTO ANY AOJACEM WATER BODV Ofl STOflM WATEfi CONTAIN IMPOFTANT PRODUCT INFORMATION. WINSTON-SALEM,NORTH CAflOLINA 2]102 OF MATERIALS AND METHO�S OF CONST{iUCTION THE CONTPACTOH MAY BE AEGULATIONS.THE DUMPSTER WILL BE EMPTIED AS NEEOEO ANO THE PEFCENT OF THE OESIGN CAPACIIY OR AT THE END OF THE JOB. In AGEM:DOIIGHHUESING,PHONENO.(336)l3&240D REQUIflEDTOADDF�OCCUTANTSTOTHEHEfENTIONSVSTEMPHIORTOPIAqNG COLLECTIONFACILITV. TRASHWILLBEHAULEDTOASTATEAPPflOVEDWNDFILLALL 'IFSURPWSPROOUCTMUSTBEDISPOSEDOF,MANIIFACNNEfM50FLOCAL yyHICHEVEflCOMESFINST. 1 6. EXPOSEOAREALIMITATION:THESURFACEAREAOFOPEN,IiAWEFODIBLE ANDSTATERECONMENDE�MEfHODSFOHPqOPEHDISPOSAIWILLBE W OESCIiIPTiON THESVSTEMIMOOPE�TION. SOILE%POSE�BVCLEARINGANDGFIIBBINGOPEFiAT10NSOfl PERSONNELWILLBEINSTIiUCTEDREGARDINGTHECORFECT � PROCE�UflEFOflWASTEDISPOSN_.NOTICESSTATINGTMESE FOLLOWE�. EXCAVATION AND FlLL1NG OPEMTIONS SHALL NOT EXCEE�10 ACPES. `DNEflSION UIKES/SWALES WILL BE INSPECTEO AND ANY BREACHES NEMOVEEXISPNGBRICKWALKPATi,DUMPSTEflPAD,CONCRETE SEQUENCEOFMAJORACTNITIES: THISHEOUIfiEMENTMAYBEWANE�FORLARGEPROJECTSWITHAN PHACTICESWILLBEPOSTEOATTHECONSTRUCTIONSITE9YTHE pRODUCiSPECIFICPRACTICES PflOMPTLYREPAIftED. + SIDEWALK,MINOR FSPHALT ftESURFqpNG.WJDSCAPING,UTRlTIES, PARI4NGRESTflIMNG,ORNNAGESYSTEMCONSTRUCPON.BUiLD�NG EftO510NCONTROLPLANWHICHDEMONSTRATESTHATOPENINGOF CONSTflUCTI0N5UPERINrENDENT,THEIN�IVIDUALWHOMANAGES THEFOLLOWINGPRODUCTSPEqFICPRACT7CESWILLBEFOLLOWEDONSRE: M�IFICATIONPNDINSTAlLAT10NOFElECTflICALIJGHTPOLES ADDITIONALAflEASWILLNOTSIGNIFlCANTLVAFFECTOFF-SITEUEPOSIT THEDAY-TO-DAYSITEOPERATIONS.WILLBERESPONSIBLEFOR SOIL DISTUPBMlCE V�ALL INCLUDE: THE OR�ER OFACTNITIES WILL BE AS FOLLOWS: SEEING THAT THESE PROCEDUflES ARE FOLLOWED. •TEAAPORARV AND PERMANEN7 SEEDING AND PLANTING WLLL BE INSPECTED LPIJDSCAPE GHADING,IXCAVATION FOF FiE�UIREO ORNNAGE SYSTEM, OF SE�IMENTS. PETROLEUM PFODUCTS FOfl BAqE SPOTS,WASHOUTS,ANU HEALTHV GROl4rH. TRENCHINGFOfiIRRIGATONANDWATERMNNCONSTRUCl10N. 1.INSTALLSTABILIZED 9. INSTALLSTOflMSEWER, ], INLETPROTECTION:INLETSANOCATCHBASINSWHICHDISCHARGE CONSTRUCTIONENTRANCE ANDIRRIGATON. DIflECTLY0FF51TESHALLBEPROTECTE�FqOMSEDIMENTiADENSTORM HAZAflDOUSWASTE ALLONSITEVEHICLESWILIBEMONITOREDFOqLEAKSANDflECENE F RUNOFFCURVENUMBEflS: REGI/LARPfiEVENTNEMAIMENANCETORE�UCETHECHANCEOF 'AMIA�NTENANCEINSPECTIONREPOflTWILLBEMAOEAFTEflEACH � 2. WSTALLSILTFENCESANDHAV 10.COMPIEfEGRADINGAND RUNOFFUNTILTHECOMP�ETIONOFAI.LCONSTRUCTIONOPERATIONS ALIHAZARDOUSWASTEMATEFIALSWILLBEDISPOSEDOFWTHE Q 1. PFE-CONSTRUCTION=9] LEAHAGE.PETROIEUMPRODUCTSWfLLBESTOREDINTIGHTLYSEA�ED INSPEGTION.ACAPYOFTHEREPOHTFORMTOBECOt+WLETEOBVTHE p BALESASREpVIRED INSTALLPEHMANEPR THATNAVCONTHIBUTESE�IMENTTOTHEINLET. 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STATEOFiLOCALAGENCYAPPROVINGSEDIMEMAN0AN0ERO510N PLANS,OR STORM WATEF 1AANAGEMEM PIANS. 35%-ST.LUCIEANDSIMIIAR(0',6T08%SLOPES) q.CONSTRUCTSEDIIAENTATION WRHAOVICKGROWINGGRASSSPECIESWHICHWILLPFOVIDEANEARLY SEEINGTHATTHESEPRACTICESAflEFOLLOWED. 33b-PAOIAANDSIMILAR�O%TOB%SLOPES) BASIN �2•WHENALLCONSTRUCTION COVEHDURINGTHESEASONINWMICHITISPL4NTEDANDWILLNOT FERTIIJZERS THEREPORTSSHALLBEMA�EANOflETAINEDASPARTOFTHESTORM 3090-URBAN fAND ACTNRV IS COMPLETE AND THE WATER POlLU710N PREVEMION PUN FOF AT LEAST THREE YEAflS FflOM 2°e�MINOR COMPoSRION IATER COMPEtE WRH THE PERMANENT GqASSING. THE DATE THAT THE SIiE IS FINALLY STABILIZEO AND iHE NOTICE OF 5.CONTINUECLEARINGAN� SREISSTABWZEO,IiEMOVEANY $ANITARYWASTE FERTILREflSUSEDWILLBEAPPLIEDONLVINTHEMINIMUMAMOUNTS SREMAPS: 9.TEMPORAPYSEEOINGAN�MVLCHING:SLOPESSTEEPERTHAN6:ITHAT TERAIINATIONISSU&NITfE�THEREPORTSSHALLIDENrIFYANYINCI�EMS Of GflUB&NG TEMPORARYDNEFSION ALLSANITARYWASTEWILLBECOLIECTEDFROMTHEPOflTABLEUNITSAS RECOMMENDEDBYTHEMANUFACTUHEIi.ONCEAPPLIED,FEFTILIZERWILL t0 •SEE USDA SCS FALL WITMIN THE CATEGORY ESTABLISHED IN PARAGRAPH BABOVE OF NONCOMPLJANCE. Q •SEEATTACHEDEflOSION&TURBIDRYCONTflOLPfANFOR 6. STOCKPILETOPSqIIFflEQUIRED SWALES/OIKESANDRESEEW500 NEEDEDTOPPEVENTPOS51%ESPILI.AGE.THEWASTEWILLBECOLLECTEO BEWORKEDINTOTHESOILTOLIMITE%POSUpETOSTOHMWATER. Q M SHALLADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 MCHES ^M TEMPOflANVSTABILIZATIONPflACTICES.ANDNN6IDINBARflIEHS ASflEQUIRED ANDDEPOSEDOFINACCORDANCEWITHSTATEANDLOCALWASTEOISPOSAL STORAGEWILLBEINACOVEREDAREA.THECONTENTSOFANY � �' 'SEEGENERALNOTESFORREQUIflAAENTSFOflTEMPORARYANO ]. PERFOflMPRELIMINARVGMDING LOOSEMEASUflEOFMULCHMATERIALCIITINTOTHESOILOFTFIESEE�ED •THESRESUPERINTEN�EMWILLSELECTUPTOTHflEEIN�IVIDUALSWHO N �Q REGUlATIONSFORSANITARYSEWERORSEPTICSYSTEMS. PARTIALLYUSEOBAGSOFFEFTILRERWILLBETFlANSFEflflEDTOA PEFIAANENTSTABIIJZATION. ONSITEASflEQU1RED AflEAA0E0UATETOPREVENTMOVEAAENTOFSEEDANDMULCH. WILLBERESPONSIBLEFORINSPECTIONS.NIAINTENANCEANDREPAIR W SFALABLEPLASTICBINTOAVOIDS%LIS. ACTIVITIES,ANDFIWNGOUTTHEINSPECTIONANDMAINTENANCE � _� B.STA8ILIZEDENUDEOAflEASANO 10.TEIAPOPAFiYGRA551NG:THESEEDE00R5EE0EDAN�MULCHEDAREA�S) �r (7 Q Z OFFSITE VEHICLE TMCKMG flEPORT. 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M110,01RTONHOCKTRACKEDFpOMTHESITE.DUAAPTflUCKSHAULING REQUIRE�FORUSE.IXCESSPNNTWILLNOTBEDISCHANGEOTOTHE RESPON51&lR1ESWILLFECENETflA1NINGFROMTHESITE. � �] JQ NAMEOFRECENINGWATEflS STOflMSEVdERSYSTEMBUTWILLBEPROPERLY�ISPOSE�OFACCORpING SUPERINTENDENT.THEVWILLBETHNNEOINALLTHEINSPECTIDNAND Q INDIANRNEFEASTOFTHESRE 11.TEMPOPARVREGRASSING.IF,AFfEfl1ADAV5FROlASEEDING,THE MATERIALFqOMTHECONSTRUCTIONSITEWILLBECOVEflEOWITHA MAIMENANCEPRACTICESNECESSARYFORKEEPWGTHEEHOSIONAND m W J J!1 ASINDICATEDINTHESEOUENCEOFMNJOHACTIVITIES,THE50.TFENCES TEMP�FiARYGRASSEDAREASHAVENOTATfA1NEDAAI�NIMUMOF]5 TARPAULIN. TOMANUFACTUREflS'INSTRUCTIONSORSTATEANDLOCALHEGUlATIONS. SEOIMENTCONTROLSLISEDONSITEINGOODWOftKINGOflDEfl. m ~ O!1 LL ANOHAYBALES.STABI4ZEOCONSTRUCTIONENTRANCEANDSEDIMENT PEHCENTGOO�GRASSCOVER,THEAREAWILLBEREWOFKEOAND �y� BASINWILL6ECONSTflUCTEDPRIORTOCLEARINGORGFADINGOFANY AD�ITIONALSEEOAPPLIEDSUFFICIEMTOESTABLISHTHEDESIFEO CONCRETETflUCKS NON-STORMWATERDISCHARGES OTHEfiPORTIONSOFTHE5ITE.STA&LIZATIDNIAEASUqESSHALLBE VEGEfATIVECOVEH. INVENTORYFORPOLWTIONPREVENTIONPLAN �O CONTflOLS INITIATEOASSOONASPRACTICALINPOflTIONSOFTHESITEWHERE 12.MHINTENANCEALLFEATUNESOFTHEPROJECTDESIGNEDAND CONCRETET0.UCKSWILLNOTBEALLOWEDTOWASHOUTORDISCHAflGE RISE%PECTEOTHATTHEFOLLOWINGNON-STORMWATEHDISCHARGES �� CONSTflUCTIONACTNfTIESHAVETEMPORARILYORPEfiMANENTLV CONSTNUCTEDTOPNEVEMEPOSIONANOSEDIMENTS�LLBE THEMATERIALSOHSUBSTANCESLISTE�BELOWAflEEXPECTEOT06E SURPLUSCONCflETEORORUMWASHWATERONTHESITE. WILLOCCUHFROMTHESREDURINGTHECONSTRUCTIONPEHIOD: THISPIANUTIUZESBESTAAANAGEMENTPRACTICESTOCONTqOL CEASED.ONCECONSTRUCTIONACTNIiVCEASESPERMANENTLVINAN NIAINTAINEDDIIRINGTHELIFEOFTHECONSTflIICTI0NS0AST0 PflESENTONSITEDURINGCONSTRIICTION' � EflOSIONANDTUfl81DRYCAUSE08VSTORMWATEflRUNOFF.ANERO510NAND AqEA,THATAREAWIILBESTA814ZED PEflMANENTLVINACCOFDANCE FUNCTIONASTHEYWEHEORIGINALLVDESIGNEDANDCONSTRUCTED. SPILLCONTFOLPRACTICES NONE �I'I PLANHA ENP EPAR DT N TR TTHECONTRACTORON % TURBI�IiY SBE R E 01 5 UC WIiHTHEPLANS.AFTERTHEENTIHESREISSTABILIZED,THE 13.PERMANEMEROSIONCONTPOILTHEEflOSIONCOMflOLFACIlIT1ESOF �COfICfEIB ❑ FEt[IIIZ2(S ❑WOOd INADDITIONTOTHEGOOOHOUSEKEEPMGANDMATEflIALMANAGEMENT CONTRACTORSCERTIFICATION �w PLACEMENTOFTHESECONTflOLS.RISTHECONTRACTORSRESPONSI&IJN ACCUMUlATE05EDIMIENTWILLBEREMOVEDFflOMTHESEDIMENTTflAPS THEPFOJECTSHOULDBEDESIGNEOTOMINIMIZETHEIMPACTONTHE TOINSTALLANDMAINTAINTHECONTHOLSPERPLANASWELLASENSURING ❑ASPII2I[ ❑ PetroleumBasedProduc[s Ma50f1 BIOCKS P�CTICESDISCUSSEDINTHEPREVIOUSSECTIONSOFTHISPfAN,THE � ANDTHEEARTHDIXE/SWALESWILLBEflEOflADED/REMOVEDANDSTA9WZE0 OFFSITEFACIIJTIES. � ry ICEflTIFYUNOEflPENALNOFIqWTHATIUNDEPSTAN�THETEflAASANO �� THEPLANISPflOVIDINGTHEPROPEflPROTECTIONASREOUIREDBYFEOERAL, INACCOHDANCEWRMTHEEflOSION&NRBIDITVCONTROLPLAN. tO.PERMANENTSEEDING:ALLANEASWHICHHAVEBEENDISTURBEDBY ❑T3f FOLLOWINGPflACTICESWILLBEFOLIOWEDFORSPILLPREVENTIONANO ❑ CleaningSolvents ❑RoofingMaterials CLEANUP: CONORIONSOFTHEFDEPGENEFlICPERlAITTHATAUTHORIZESTHESTOFMWATER O � STATEANDLOCAIIAWS.HEFERTO"CONTflACTORSPESPONSIBIIITY'FORA CONSTRUCTIONWIL4%SAMWIMUM,BESEEOEO.THESEEDINGMIXMUST �Detergenis ❑ P2ifIt5 ❑MEt2IS[UdS DISGHAflGESASSOCIATEDWRHIN�USTfl1ALACTIVITYFflOMTHE ^ VERBAL DESCPIPTION OF THE CONTROLS THAT MAY BE IMPLEMEMED. PftOVIDE BOTH LONG-TERM VEGETATION AND flAPID GRONRH SEASONAI MANUFACTUflEflS flECOMMIENDED METHODS FOR SPILL CLEANUP WILL 9E V� CONTflOLS VEGETATION.SLOPES STEEPEN TH0.N 4:1 SHALL 8E SEEDE�AND MULCHEO ❑ ❑- ❑- CIEARLYPOSTEDONSREANDSITEPERSONNELWILLBEMADEAWAREOFTHE CONSTRUCTIONSITEIDENTIFIEDASPARTOFTHISCERTIFICATION. STORM WATEF MANAGEMENT ON SODDED. PflOCEUUNES AND THE LOCATION OF THE INFOftMATION AND CLEANUP PRQIECT STOflM WATEfl DMINAGE WILL BE PROVIDED BV STANDARD INLEf STRUCTURAL PRACTICES SPILL PPEVEMION SUPPLIES. COLLECTIONSVSTEM,CONVEYANCEANDOISCHARGETOPFNATE AEfENTION MATEPIALSANDEQUIPMENTNECESSAflVFORSPILLCLEANUPWILLBEKEPT POND.AREASWHICHAflENOTTOBECONSTFUCTEDON,BUTWILLBEflEGFADEO �TISTHECONTRACTORSHESPONSIBILITYTOIMPLEMENTTHEEflO510NAND 1.TEMPORARYDNERSIONOIKE:TEMPORARYpIVEPSIONDIKESMAVBE MFTERIAL AIANAGElAENT PFACT7CES IN THE MATEfl1AL STOflAGE AHEA ONSRE EOUIPMENT AND MATEfilA1.5 W�LL � SMALLBESTA6ILIZE�IMMEDIATELVAFrERGPADINGISCOMPIETE,WHEN NRBIDITYCONTHOLSASSHOWNONTHEEROSIONANOiURB7DIlVCOMROL USEDTODNERTRIINOFFTHNDUGHASEDIMENT-TFiAPPINOFAGLITV. � ¢ CONSTflUCTIONISCOMPLEfE,ATOTALOF0.95ACflESWILLHAVEBEEN P�,AN.ITISALSOTHECOMMCTORSRESPONSIBILIiVTOENSUflETHESE AN�ITSHALLBECONSTRUCTEDINACCOflDANGETOa914. THEFOLLOWINGAflETHEMATERIFLMANAGEMENTPRACTICESTHATWILL �NCLUDEBIITNOTBELIMITEDTOBfl00MS,DUSTPANS.MOPS.RAGS, - � flEGRADED80.itACNESLEFTUNDISTUNBEO.THESITEqSCHARGESTOA CONTROLSAREPROPENLYINSTALLE�,A9AINTAINE�ANDFUNCTIONINGVPOPEflLY 2.TEMPORAHVSEDIMENTTAAP:ASEDIMENTTRAPSHALl6EINSTALLE0IN GLOVES,GOGGLES,LIQUIDABSOHBENT�ie.KITTYLITTEHOREQl1AL�, a � G G �+ MASTERSTORMWATEflSYSTENI.WHEREPftACTICAL.TEMPORARYSEDIMENT BEUSEOTOPEDUCETHENISKOFSPILLSOPOTHEflACCIDENTALIXPOSUflE TOPREVENTTUR8I�ORPOLLUTEDWATERFROMLEANNOTHEPROJECTSITE. ANDflAINAGEWAYATASTOPMDRAINWLETOfiATOTHERPOINT50F SAND,SAWDUST.ANOPL4STICANDMETALTMSHCONTAINERSSPEqFICALLV � p � � � � cT BASINSWILIBEUSE0TO1NTEflCEPTSEDIMENTBEFOflEENTEFINGTHE OFMATERIALSANOSUBSTANCESTOSTORMWATEflRUNOFF, FOFTHISPURPOSE. m � � � THECONTflACTOflWILIAUJUSTTHEERO510NANDTURBIDINCONTROLSSHOWN �ISCMARGEFROMADISNRBEDAREA � `� `L x 0 PEflMANENTSTOflMWATERBA5IN.THESTOIiMWATEHSYSTEMIS�ESIGNE0IN '� '� � '� U ONTHEEROSONANOTURBIDfIYCOMROLPIANANDA�DADDITIONALCONTFiOL THEFOLLOWINGSEDIMENTTRAPSMAVBECONSTRUCTEOEITMER ALLS%LLSWILL6ECLEANEDUPIMMEDIATELYAFfERDISCOVERV. z O � ACCORDANCEWITHTHEFEWIREMENTSSETFOPTHBVTMEDEPARTMENTOf MEASURES,ASREQUIRED,TOENSURETHESITEMEETSALLFEDEfiAL,STATEANO INDEPENOANTLVOFINCONJUNCTIONWITHATEMPORARVDNERSION GOOOHOUSEKEEPING _ � THE SPILI ANEA WILL BE KEPT WELL VENTIIATE�AND PEfl50NNEL WILL ENVIRONMENTALPFOTECTIONFORTHISTYPEOFDE`/EIOPMENTATTHETIMEIT s � p WASCONSTflUCTEO. LOCAI.EROSIONANOTURBI�IIYCONTAOLREQU1flEMENTS.THEFOLLOWINGBEST THEFOLLOWINGGOODHOUSEI�EPINGPRACTICESWILLBEFOLLOWED WEARAPPFOPRIATEPNOTECTNECIOTHINGTOPREVEIJ�INJUFVFROM Z ~ N a MANAGEMENTPRACTICESWILLBEIMPLEMENTEDBYTHECONTMCTORAS �� ONSITEDURINGTHECONSTFUCTIONPflOJECT. COMACTWITHAFin7l�q�0U55UBSTANCE. � � N N O REOUIREDBVTHEEflOSIONANDTURBIDfIVCOMflOLPLANANOASHEQUIHED i.eLOCKBGRAVELSEDIMENTFIITER-THISPROTECTIONIS � w r7 p� TOMEETTHEEflOS10NANDTURBIDIIVFEQUIREMENT51MPO5EDONTHEPROJECT APP�ICABLEWHEREHEAWFLOWSAN�/OftWHEREANOVERFLOW SP0.LOFT0%ICOflHHZARDOUSMATEHIALWILLBEflEPORTEDTOTHE Z Z = Q CAPACINISNECESSARVTOPREVENTEXCESSNEPONDINGAROUND �qNEfFOflTWILLBEMADETOSTOREONLYENOUGHPHODUCTREpl11RE0T0 APPROPRIATESTATEORLOCAIGWEftNMENTAGENCV,flEGARDLE550FTHE Q f' O X SITEBYTHEFEGUTATORVAGENCIES. (� � Q TIMINGOFCONTHOLS/MEASUflES THESTRUCTUPE.PEFEflTOD-902fORGONSTRUCTIONOFA DOTHEJOB. SIZEOFTHESPILL J Z � � LL CURB INIEf SEDIAIENT FILTER,AND D-900 FOR CONSTflUCTION OF A W J REFERTO'CONTflACTOflSflESPON5IBILIN FONTHETIMMGOF a� � LL OROPMLEfSEDIMENTFILTER. �pLLMATEFIAL$STOREDONSREWILLBESTOREDINANEAT,OflDEHLY THESPILIPREVENTIONPLANWILLBEAOJUSTEDTOINCLUDEMFASURESTO N I Q - O CONTIi01JMEASURES. STABILIZATION PMCTICES EROSION AND SE�IMENT CONTROLS ppE�/ENT THIS TVPE Of SPILL FAOM HEOCCUftRMG AND HOW TO CLEAN UP 0 • 2.GflAVELSEDIMENTTRAP-THISPFOTECTIONISAPPLICABLEWHERE MANNERINTHEIFAPPROPRIATECONTAINERSAND,IFPOSSIBLE,UNDERA Z d. W THE SPIIL IF THENE IS ANOTHER ONE.A DESCRIPTION OF THE SPILL,WHAT � � MEAWCONCENTRATEOFLOWSAREEXPECTEO.BUTNOTWHERE flOOFONOTHEflENCLOSUflE. wa O N J � i. HAVBAIEBARFIER:HAYBALEBAflFIEflSCANBEUSEDBELOW PONDINGAROUNDTHESTRUCTUREMIGHTCr1USEEXCES$NE CAUSEDIT,ANDTHECLEANUPMEASlIRESWILLAL508EINCLUOED. �� (� z (� � a DISTUHBEOAREASSUBJECTTOSHEETAN�flILLEflOSIONWITHTHE INCONVEtJIENCEOROPMAGETpAOJACENTSTRUCTURES&UNPROTECTED THESITESUPEflWTENDENTRESPONSIBLEFORTHEDAY-TO-DAYSITE H� z Z � I F�EERALCSTA�iEAONOLpCALflEGUU50N5 FOI.IOWINGLIMITAT10hS'. AREAS.HEFEHT00�903FORCONSTflUCTIDNOFCIIRBINLET&OROP 'PqODUCTSWILLBEKEPTINTHEIRORIGINALCONTAMEflSWITHTHE OPEiiAT10NS.WILLBETHESPILLPREVENTIONANDCLEANUPCOORDINATOR. ~ a p y � A.WHERETHEMAXIMIIMSLOPEBEHINDTHEBAFHIEfl1533PERCENT. SEDIMENTTfiAP. OFIGINALMANUFACTUflEFYSLABEL HE/SHEWILLDESIGNATEATLFASTONEOTHERSITEPEFSONNELWHO m J p V INACCORDANCEWRHFEDEfiA4STATEANDLOCALLAWSPEIATEDTOSTORM � a Q � • WATERMANAGEMEMANOEFOSIONANDTURBIDIIVCONTROLS,THEFOLLqNING B.INMINOHSWALESORDITCHLINESWHERETHENIAXIMUM WILLRECENESPILLPFEVENT70NANOCLEANUPTflAINING.THESE p Z 3.DROP INLEf SEDIMENT TRAP-THIS PROTECTION IS APPLIC/BLE WHERE PERMITSHAVEBEENOBTAMED. CONTRIBUTINGDflA�NAGEAREAISNOGREATEflTHAN2ACflES. 'SIIBSTANCESWILLNOT6EMIXE0WITHONEANOTHERUNLESS INONIDUALSWILLEACHBECOMEflESPONSIeLEFORaPARTICUTAFPHASE THEINLETDRAINSARELATNELYFLATAREA�S<5%�ANDWHERE = pMj = DEPSTANDAH�GENERALSTONIAWATEflPEflMITNO: C.WHEFEEFFECTNENESSISflEQU1flE0FORLESSTHAN3MONTHS. SHEETOROVERIANOFLOWS��<O.SCFS�AFETVPICAL.THISMETHOD RECOMMENDEDBVTHEAAANUFACTUAEfl. OFPREVENTIONANDCLEANUP.THENAMESOFHESPONSIBLESPILL a DEP NPDES PENMIT NO: SHALL NOT APPLY TO INLETS RECENING CONCENTRATEO FLOWS SUCH PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AN�IF �J D.EVEMEFFORTSHOULD9EMADETOLIMRTHEUSEOFSTRAWBALE qSINSTREETORHIGHWAYMEDIANS.REFEflTOD-905FOF 'WHENEVERPOSSIBLE,ALLOFAPRODUCTWILLBEUSEDUPBEFOFE APPLICABLE,INTHEOFFICETflAILERONSITE. � BAflRIEHSCONSTRUCTEDINIIVESTflEAMSORINSWALESWHEflE CONSTRUCTIONOFHAYBALEBFABflICSEDIMENTFII.TER. �ISPOSWGOFTHECONTAINEH. THEflE IS THE POSSIBILIIY OF A WASHOUT.IF NECESSARV,MEASURES � OWNEP'S CERTIFICATION $�LL BE TAKEN TO PROPEftLV ANCHOF BALES TO INSURE AGAINSTWASHOUT. 4,OUTLETPROTECTION:APP4CABLETOTHEOUTLEf50FALLPIPESAN� 'MIANUFACTURERSFECOMMENDATIONSFORPROPERUSEAND�ISPOSAL w PAVEDCHANNEISECTIONSWHERETHEFLOWCOULDCAUSEEROSION WILLBEFOLLOWEO. MAINTENANCEINSPECTIONPflOCEDUflES � ICERTIFYUNDERPENALTYOFIAWTHATTHISDOCUMENTANDALL qEFEflTOSTANDAflDDEfAILSFOFCONSTHUCTINGTHEHAY �SEDIMENTPROBLEMTOTHERECENINGWFTEPBODV.SILTFENCESB EROSIONAN�SEDIMENTCONTROLINSPECTIONANDMAINTENANCEPRACTICES u � ATTACHMENTSWEflEPHEPAREDUNDERAAYDIflECT10NONSUPEflVISIONIN BALEBAflHIER.ALSOflEFEflTOSTANDARDDETAILSANONEOUIREMENTFOR HFYBALESAflETOBEINSTALLEDIMME�IATELYDOWNSTREAMOFTHE 'THESITESUPENINTENDEMWILLINSPECTOAIlYTOENSUREMATEflIALS " ACCOflDANCEWITMASYSTEMDESIGNEDTOASSUHETHATpUALJFIED PROPEflLOCATION,MATERIAL8U5AGE. OISCHARINGSTFUCNREASSHOWNONTHEOUTLETPROTECTIINJDETAIL. ONSREHECEIVEPROPERUSEAN�DISPOSAL. THEFOLLOWINGAREINSPECTIONANOMAINTENANCEPRACTICESTHATWILLBE PERSONNEL PROPEflLY GATHERE�AND EVALUATED THE INFORMATION USED TO MAINTAIN EFOSION ANp SEDIMENT COMROLS. SUBMITTEO.BASEOONMVINQUIRVOFTHEPEfl50NOHPERSON5WH0 2. FILTERFABRICBAFfiIEfl:FILTEflFABRICBARRIERSCANBEUSE08ELOW 5. SEDIMENTBASIN.WILLBECONSTRUCTEDATTHECOMMONOflAINAGE •NOMOHETHANiOACFESOFTHESREWILLBE�ENUDEDATONETIMIE MANAGETHESYSTEM.ORTHOSEPEFSONSDIflECTLYRESPONSIBLEFOR DISTUFBEDAREASSU&IECTTOSHEETANOflILLEROSIONWITHTHE �OCATIONSTHATSERVEANAflEAWITH100RMOREDISTUHBEDACFES DRAWN: FDD FOLLOWING IJMITATIONS: WRHOUT WRIITEN PERMISSION FpOM THE ENGINEER. GATHENINGTHEINFORMATION,THEINFOFMATIONSUBMITTEDIS,TOTHE q,yyHERETHEMAXIAAUMSLOPEBEHINDTHEBARRIERIS33PERCEM. ATONETIME,THEPROPOSEOSTORMWATERPONDS(ORTEMIPORARY BESTOFMYKNOWIEDGEANDBEUEF,TRUE,ACCUfiATE,ANDCOMPLETE.I B.INMINORSWALESORDITCMLINESWHEflETHEMA%IMUM �NDS)WILLBECONSTRUCTEDFORLISEASSEDIMENTBNSINS.THESE `ALLCONTROLMEASUflESWILLBEINSPECTEOBYTHESUPEflINTENDENT, DESIGN: GT AM AWAflE THAT THERE AflE SIGNIFICANT PENALTIES FOfl SUBMII'TING FALSE SEDIMENT BASINS MUST PROVIOE A MINIMUM OF 3,60p CUBIC FEET OF THE PEflSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR CONTflIBUTINGDPAINAGEAFEAISNOGHEATERTH0.N2ACFiES. STOflAGEPEflACREORAINEOUNTILFINALSTABILIZATIONOFTHESRE. SOMEONEAPPOINTEDBYTHESUPEflINTENDENT,ATLEASTONCEAWEEKAND INFORMATION,INCW�INGTHEPOSSIBI4TVOFFINEANOIMPNISONMENTFOR REFERTOSTANDARDDETAILSFORPflOPERCONSTHUCTION FOLLOWINGANYSTORMEVENTOF0.251NCHESORGREATER. CHECK: LT KNOWING VIOLATIONS. OF THE FlLTEfl FABRIC BAflFIEfl. THE 3,800 CUBIC FEET OF STOfiAGE AflEA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FqOM ONSITE AFEAS NOTE:SITE CONTRNCTOR 3.BFUSHOARIiIEFWITHFILTERFABRIC BqUSHBAFlflIERMAYBEUSED •ALLTUflBIDITYCONrROLMEASURESWILLBEMAINTAINE�INGOOOWORKING SHALLAPPLYFOflANDO8TAIN DATE:NOV. 2016 BEIOWDISTURBE�AREASSU&IECTTOSHEETANDFILLEflOSIONWHEflE THATAqEEITMERUNDISRIRBEDORHAVEUNDEflGONEFINAL OflDEH,IFAflEPA1RISNECESSAHV,RWILLBENJITIATEDWITHIN24HOURSOF AGENERICPEFMRFROMTHE SIGNED: STABILIZATION WHERE SUCH FLOWS AFE DNEflTEO AROUNO BOTH THE pEPORT. FDEP AND PERFORM ALL ENOl1GH flES1�UE MFTEPIAI IS AVAILABLE ON SITE. REQUIREMENTS AND TASKS PLATE 4. LEVELSPREAUEfl.ALEVELSPREAOERAAAYBEUSEDWHEFESEDIAAENT- OIStUflBE�AREAANDTHESEDIMENTBASIN.ANYTEMPORAFYSEDIMENT THEREOF. �ATE�: BASINS CONSTFUCTEO AIUST BE BACKFILLED AND COMPACTED IN 'BUILT UP SEDIMENT WILL BE REMOVED FflOM SIIT FENCE WHEN IT HAS FREE STORM RIINOFF IS MTERCEPTED AND DNERTED AWAY FflOM TME !� � GRADEDAREASOMOUNDISTUflBEDSTA8ILREDAIiEAS.THISP{iACTICE NEACHEDONE-THIRDTHEHEIGHTOFTHEFENCE. C_�G I ACCORDANCE WRH THE SPECIFICATIONS FOR STRIICTURAL FILL ALL I SEDIMENT COLLECTED IN PERkANEM OF TEIAPOflARY SEaMENT TRAPS i APPLIES ONLY IN THOSE SRUATIONS WHERE THE SPREADEfl CAN BE � � MUSTBEflEMOVEOUPONFINALSTA8ILIZATION. SHEET OF � I ' I ' I 1 ' L__________- i ____________J SPECiFICATIONS: CONTRACTOR TO INSTALL EROSION CONTROLS AS SHOWN ON THIS PLAN AND/OR OTHER PROJECT SPECIFICATIONS, ALL IN COMPLIANCE WITH LOCAL GOVERING AGENCIES, AND EPA. CONTRACTOR SHALL FILE AND GIVE NOTICE TO THE APPROPRIATE PARTIES AT A MINIMUM 46 HOURS PRIOR TO CONSTRUCTION. IT IS THE OBLIGATION OF THE OPERATOR/CONTRACTOR, SUBCONTRACTOR, AND PERMITTEE TO UNDERSTAND AND COMPLY WITH THE NPDES GENERAL PERMIT ALONG WITH ANY REQUIRED FEDERAL AND/OR LOCAL GOVERNING AGENCIES. THE OPERATOR OR OPERATORS INVOLVED WITH CONSTRUCTION ACTIVITIES INCLUDING CLEARING, GRADING, AND EXCAVATING THAT RESULT IN LAND N DISTURBANCE WILL NEED TO IMP�EMIENT POLLUTANT CONTROL MEASURES IDENTIFIED ON THIS SHEET AND MUST COMPLY WITH THE REQUIREMENTS OF Z THE NPDES GENERAL PERMIT AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL, ALONG O WITH ANY ADDITIONAL DOCUMENTS OR AMENDMENTS THEREfO: � > POST A SIGNED COPY OF THE CONSTRUCTION SITE NOTICE AND/OR N01 AT THE CONSTRUCTION SITE IN A LOCATION WHERE IT IS READILY � AVAILABLE FOR VIEWING BY THE GENERAL PUBLIC, LOCAL, STATE, AND FEDERAL AUTHORITIES, PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, AND NPDES LEGEND MAINTAIN THE NOTICE IN THAT LOCATION UNTIL COMPLEfION OF THE CONSTRUCTION ACTIVIN SYMBOL DESCRIPTION EXECUTION: r — FILTER FABRIC FENCE �,Construct rock pods for construction entrance�exit. This will be the first construction work on the project. N9 � INLET PROTECTION BARRIER 2. Install sediment barriers down slope from construction ociivities that disiurb site soil; O 3. Construct rock surface for temporary parking; CURB INLET PROiECTION BARRIER � 4. A rock tilter dam will be placed at the outfoll of any proposed detention/storm water quolity pond as temporary outfall proteciion ond provide Q ' SC CONSTRUCTION EXIT— TYPE 3 filtration of lorger soil particles. o ❑ 5. Cleor and grub the improvement oreas. Sediment borriers will olready be in place down slope; � CONCRE7E 7RUCK WASHOUT AREA 6. Excavotion ond embankment to form droinage channels; � 7. Ezcavation and embankment to form the building pad and pavement oreas; �,..,, y,z�,�u.n,;,,- =___„ . nderground Uti i ies — ediment borriers will be utilized as required to bound the down slope side of utility construclion and soil stockpiles; Y 'Y S ' , o;e ssss�c cz _-�._.,r•� �/` r'�c�r'" �// . . . --- � �� . Final Grading — Sediment barriers will be maintained down slope from dislurbed soil during this operation; m Z 9 � T--------._..._............ ...._._.��__--�.-=,-----�. ' �----...---- f� a J , ; � 10. Completion of on—site stabilization. (Contractor must obtain a minimum of 707 vegetation or the minimum requirement by local governing acency.) F oQ� � ,� _ _ __� � ,' I;•,` The actuol schedule for implementing pollutant control measures will be determined by project construction progress. Down slope protective measures W �o J � . � —— — —— —— —— — — ——' must always be in place before soil is disturbed. =N a� Q � ' ' \\� �� =::_ I I I I I� � �-� F¢ � � � � PROPOSED BUILDING : DisPlAVEo PRo�iniNEM�r nCR055 ~ �W O AREA = 4,000 SQ.FT. i otf I I I F.P.E.= 17.3" �.a_u.n• �nh•ce:,sa,x-,- NHTHE DETAIL E SIGN,AS SHOWN m N W U I I I LOT 2 �,.' i 4�c.i��..�,R I, SIGN TO BE CONSTRUCTED OF A RIGI� ~ ~ I I I �. -f'�� MATERIAI,SUCH AS PLYWOOD OR LZ O . i _ �x„ ---� _/ OUTDOOR S1GN BOARD.SIGN MUST 8E CONSTRUCTED IN A MANNER TO PROTECT DOWMENTS FROIA DAMAGE DUE TO F.-4' (MINIMUM) � ,'�� iIJ:`...�ror. . .�'.� :� V y� \ Q � o e -� �i�� WEATHER(WIND,SUN,A/OISTURE,ETC.). I �``� �`--� W - � � �j, �. � - i_ �i SWPPP INFORMATION � � � tl: � � � , n �.: ��r� I I I � I � � :,"' COPY OF �Y� BANK OF Z I . c, .—___—........._ � EMCAN ANmE�ICA ,�,� a cavmacrae cavs cnav � � I I / I �:a "!.� Na sre Nonce N I 1 L —aF--' --'-- -- --'-- -- - - - - J '� /�'= `�\ � O � / 5-: �II y � � -'— — / �. _�I�, � W —— —— � a �;. �> _. °�' � I� '•. �II� •.. COPY OF CIX'Y OF CQ°Y OF z � . X - , ,�.,,a, :,i BANK OF GENERAL STATE v � �.�� d\,��s AYEPoCA CQVR2ACTOR SUPMIEO � r .,- X _ __ _ 1 �p� ',. PERWT PERMIT CONSiRUCT10N —' —' — — '——" —'——'—. ' ::i__ tC. UIHORIZA71 URIORIZAiI SIiE NOTICE d, '. _—_ —........_..__.— .....___ _" . .. '..-..j.• . . . " u`ayvi,rrl^'p`r . � . p .. ..�.' . .. .; ..... . _..__ _— _—__ ' r.�..____ _—_ �. . . .. . . : . .... ."T _ ,�.—�._....-- -......- — a . . ... ,.,,r- . . - � ' .-" . . .,.....-.:,__`..—,—,_'_.—�. — -------..... o , .. ': _... .... .. . _�.• ,_ w.._._.._ .... .-�. � . . . . . -. ... .� . . . . ..._�-- __ _..___ —�-- .—��;- ---- ....— . . . ----' � o PLAN ` �` 4 DETAILED DESCRIPiION OF THE LOCATION OF � � � THE SWPPP DOCUMENTATION(BINDER AND SITE �� NORTH MAPS)ON THE SITE. - Z � uni I � u. � � N a NOTES: � U � n m 7. CONTRACTOR MUST ESTABLISH AN APPROPRIATE "CONCREfE TRUCK WASHOUT AREA". — � a X 2.ALL ON—SITE IMPROVEMENTS ARE TO BE OWNED ANO MAINTAINED BY THE PROPERN � � o � � 20' 20� OWNER AND WILL NOT BE DEDICATED TO THE PUBLIC OR MAINTAINED BY THE PUBLIC. — N � Z � � o � � U- I p - o , SCALE: 1"=20' � ^ C, � J i � � N J � — c� 5 a �- — z z � Y N a �I � ' PURPOSE 3. GOALS � `L�z VG � � W� �� o a z w O The purpose of this procedure is to control erosion in order to reduce negative impocts Establish an erosion ond sediment control policy that conforms to set practices set � T °� a on woter and air quality. Proactive measures will oddress ongoing maintenance oi o Dy the US EPA or other more stringent municipal standards. Provide a method for "� facility's site as well os provide for future construction and repairs to the site. Policy trocking ond documenting that the policies hove been followed. � e provisions will include restoring eroded soil areas and eliminoting conditions that result u in erosion or sedimentation. 4. PROCEDURE AND STRATEGIES �� t. SCOPE Procedure and strategies include a policy thot mandates implementation of erosion NOTES: This policy opplies to all future construction oclivities and infrastructure repairs at the and sediment control techniques ond requires the techniques' inclusion into cont�oct 1)THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE focility site in on effort to control erosion ond sedimentation. documents for ony construction projects carried out on site. Consider employing CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND � strategies lhot address temporory and permanent londscaping issues ond changes; VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO 2. PERFORMANCE MATRIX erosion caused by pedestrion traffic; and stormwoter overflow. Ongoing identification CAUSE A SAFETY HA2ARD. ond elimination of these causes of erosion on sites are important components of 2)ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE The plon must meet the following objectives: oddressing erosion and sedimentolion. CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE—OF—TERMINATION (NOT) IS FILED FOR THE PERMIT. JOB NO: A.Prevent loss of soil during construction by stormwater runoff and/or wind 5. RESPONSIBLE PARN 3) CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND erosion, including protecting topsoil by stockpiling for reuse. SEDIIAENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE A facility monoger will be responsible for the ongoing implementation and will sign GOVERNING AGENCY. DRAWN: FDD B.Prevent sedimentation of storm sewer or receiving streams. off the focility sedimentation and erosion policy. 4) SIGN SHALL BE LOCATEO OUTSIDE OF PUBLIC RIGHT—OF—WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. C.Prevent polluting the oir with dust and parlicular matter. 5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILItt OF THE SWPPP CHECK: LT D.Building operotions and maintenance octivity will be logged to ensure that plan 6. TIME PERIOD INFOR1nAT10N SIGN. has been followed. The durotion of a facilitys operotions under current owner ond operotor. SWPPP INFORMATION SIGN DATE: NOV. 2016 Nis PLATE C-13 SHEET OF 1.SEf POSTS AT REQUIRED SPACING AND 2.ATfACH FILTER FABRIC TO POSTS AND INSTALI PoSTED 1'BERM DEPTH.EXCAVATE A 6"v 6'TRENCH R INTO THE TRENCH.BACKFILL THE 7RENCN AND SIGN UPSLOPE ALONG THE IINE OF POSTS. COIAPACT THE EXCAVATED SOIL. 2'z 2'WOODEN POST 3 �o S OR EQUIVALENT. � �� r � I / � Z � � � I VMIES I N � � Z i i �i �i SECTION A-A o �- ✓> N.T.S N 1 4'�Q� W � e Z � '�41" � 6' '�5 6' Q�' �,o�' '' SAND BAGS EXTENSION OF FABRIC N.TERNATE V-TRENCH A A � IMO TRENCH. P�ST MO TRENCHF FABRIC POST �� r ��r � FlLTER FABRIC FILTER FABRIC � FLOW C�MPACTE9 � �� / � SOIL FLOW_ f � r � � � � � � Q . � o z p � �y ( o �� ;;:;:;;?:; �� mmm�mm � / mm �+� COMPACTE�SOIL m�m�mm�m�m m�m � I � � r m��m�m�� ( I vru�ies I ��m�� PIAN VIEW N.T.S. �� GENERAL NOTES: a m GENERAL NOTES: �� Q� J 7. POST A SIGN READING"CONCREfE WASH OUT PR'NEI(T TO THE%T. Q¢ 1. SET POSTS AT 4-FEEf MA%�MUM SPAqNG. IF FACTORY PREASSEMBLED FENCE WITH W �❑ O SUPPORT NETTING IS USED,SPACING OF POST MAY BE INCREASED TO 8 FEEf AIAICIIAUTA. 2. VERBALLY INSTRUCT THE CONCRETE TRUCK DRNERS WHERE THE PR IS AND TO W0.SH OUT THEIR TRUCKS �N }� � IN THE PR AND NO WHERE ELSE. (�J� �p �, 2. WHEN TVO SECTIONS OF FIITER FABRIC ADJOIN EACH OTHER,OVERLAP 6 INCHES AT W THE POST,FOLD TOCETHER,AND ATfACH TO THE POSTS. FILTER FABRIC ON TOP OF GRATE 3. UNPON THE CONCREfE SETTING UP(CURING,ORYING OUf),THE CONCRETE WASTE SHALL BE REMOVED F-.O W LL Z FROM THE PRQIECT SRE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. AFTER REAIOVAL OF THE � J F.4 (TUCKED UNDER EDGES) CONCRETE WASTE.THE WASH OUT PR SHALI BE FILLED WITH CLEAN FILI IMTERIAL AND COIAPACTED TO Q�"' O 3. REMOVE SEOIMEM�EPOSRS WHEN SILT DEPTH REACHES ONE-THIRU OF THE HEIGM OF �"' �W U THE FEPICE. IN-SRU CONDITIONS,OR AS DIRECTED BY THE PROJECT SPECIFICATIOIJS. � � 4. CONCREfE WASH OUT PITS SHALL NOT BE IOCATEO OIRECTLY AO.IACENT TO,NOR AT ANY TIME DRAIN m �W � INLET SOCK DETAIL IMO THE STORM SEWER SYSTEM OR ANY OTHER SWALE.DfTCH,OR WATERWAY. LO r Z FILTER FABRIC FENCE 5. CONSTRUCT ENTRY ROAD AND BOTTOM OF WASHOUT AfiEA TO SUPPORT E%PEC?ED LOADINGS fROM �J TRUCKS EQUIPMEM. p_--❑—p �P CONCRETE TRUCK WASHOUT AREA o w n�� 0 � N o SYMBOL � W Z 0 WOOD OR METAL POST E%ISTING CROUND so'-o" Pue��c POLLUTION PREVENTION NOTES: N MIN. RIGM-Oi'-WAY Q REINFORCED •EROSION AND SEDIMENT CONTROL BMPS IN ADDITION TO THOSE PRESENTED ON THE PLANS AND � INLET FlLTER FABRIC OUTLINED IN THE EROSION AND SEDIA7ENT CONTROL PLAN (ECP), BEST MANAGEMENT PRACTICES (BMP) W &1RRIER PIAN, OR STORM WATER POLlUTION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED AS NECESSARY EXTENSION OF FlLTER FABRIC TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE INTO TRENCH. VARIABLE DISTANCE e'��N� STORM WATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. 36 INCHES MINIIAUM BAAPS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF � WIRE PERNEABLE,SEPARATION GEOTEXTILE GRA�ED TO PREYEM SITE SURFACE WATER QUALItt REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE FILTER FABRIC FABRIC FOR FULL WIDTH AND LENGHT OF EXIT RUN-OFF FR01A LEAVINC SITE OPERATOR IS THE ENTIN THAT OWNS OR OPERATES THE CONSTRUCTION ACTNIN AN� HAS AUTHORIN TO FLOW_ �5T WpOD OR PROFILE CONTROI THOSE ACTNITIES AT THE PROJECT NECESSARV TO ENSURE COAIPUANCE.) � uETA�B�nu •OFf SITE SURFACE WATER DISCHARGES, DISCHARGES TO THE MS4, OR DISCHARGES TO ONSITE WETLANDS i �;�^�.v�te� A A PROVIDE APPROPRIATE TRANSITION a � "•.�v BETWEEN STABILiZED CONSTRUC710N OR SURFACE WATERS WITH TURBIDIN IN EXCESS OF 29 NEPHELOMEfRIC TURBIDIN UNITS (NTUS)ABOVE o �:�+:'�`.'�'�• o z ENTRANCE ANO PUBLIC RIGHT-OF-WAY BACKGROUND LEVEL SHALL BE IMIMEDIATELY CORRECTED. SUCH INCI�ENTS SHALL BE REPORTED TO AIR& o .�� WATER QUALIN WITHIN 24 HOURS OF THE OCCURRENCE (PH: 941.661.5000; FAX: 941.861.0986). THE `� o I � �. � REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTNE ACTIONS TAKEN. - � m k-^i ^ �? w � a MIN �._0. •THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIN EROSION, OR - _ � N a SECTION A—A PLAN MIN. EMISSIONS OF UNCONFINED PARTICULATE MATfER IN ACCORDANCE W17H RULE 62-296.320 (4)(C)1, �j- u N r•Nj m F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. - i i SEE REMFORCED FILTER FABRIC BARRIER DEfAIL •FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORM WATER DRAINS OR WATER BODIES, � CJ O � � FOR REINFORCED FlLTER FABRIC BARRIER REQUIREMENTS OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE L N O L VARIES E%ISTING PUBLIC CONTAINED, CLEANED UP,AND IWMEDIATELY REPORTED TO AIR &WATER QUALIN(PH: 941.861.5000; l u GROUND RIGhrt-OF-WAY FAX: 941.861.0986). SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS �!: � a 1` o PRACTICAL - 0 ' 1/3 L •IN CONTAMIINATED SOIL AND/OR GROUNDWATER IS DISCOVERE�DURING DEVELOPMENT OF THE SITE, ALL �� J O1 ACTIVIN IN THE VICINITY OF THE CONTAMINATION SHALI IA7MEDIATELY CEASE, AND AIR &WATER DUALIN � - � � 'd' � - 2 Z � COIAPACTED SOIL COARSE AGGREGATE-3"70 SHALL BE CONTACTED (PH: 941.867.5000; FAX: 941.861.0986). i Y o a STAKE WATfLE 5'GRANULAR FILL(BROKEN PLAN VIEW ~ � � U m OR WEIGH DOWN CONCRE7E IS NO7 PERu�7TED) •NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: _ - � WITH SANDBAGS � - � -ai �j WpOD OR �NLEf GENERAL NOTES: � O <� I I��I MEYAL POST - M ROW _ q• INLET Z•_p• 1, NININUM LENGTH IS AS SHOWN ON CONSTRUGTION ORAWINGS OR 59 FEET,WHICHEVER IS MORE. - p� a •••��I�IUiNIU�lil '��. I � I I I 2. CONSTRUCT AND AIAIMAIN CONSTRUCTION EXIT WITH CONSTANr WIDTH ACROSS RS LENGTH,INCLUDING �;-;:;� A A WppD OR ALL POiMS OF iNGRE55 OR EGRE55. • NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL 8E OBTAINED AT LEAST 48 � ' ME7u BEau HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE �?��-', � 3. UNLESS SHOWN ON THE CONSTRl1CTI0N DRAWINGS,STABILIZATION FOR OTHER AREAS WILL HAVE THE 62.621.300(4)(A�, F.A.C. . SAME AGGREGATE THICKNE55 AND WIDTH REQUIRENENTS AS THE STABILIZED CONSTRUCTION EXIT. � 4. WHEN SHOWN ON 7HE CONSTRUCTION DRAWINGS,WIDEN OR LENGTHEN STABILIZED AREA TO • A COPY OF THE CERTIFIED NPDES N01, OR A COPY OF THE FDEP COVERAGE SECTION A—A ARC�OMMODATE A TRUCK WASHING AREA. PROVI�E OUTLET SEDINEM TRAP fOR THE TRUCK WASHINC CONFIRMATION LEfTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH CIN � OF ORLANDO CODES WATfIE STAKEO 5. PROVIDE PERIODIC TOP DRESSING WITH ADDRIONAI COARSE AGGREGATE TO MAINTAIN THE REQUIRED WItH 2 STAKES PER DEPTH OR WHEN SURFACE BECOIAES PACKED WI7H AIUD. •THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(A)PART BALE OR WEiGH7ED V.D.6, F.A.C., AND A COPY OF THE CERTIFIED DOCUMENT SHALL BE SUBMITTED TO AIR WITH SANDBAGS 6. PERIODICALLY TURN AGGRECATE TO EXPOSE A CLEAN DRNING SURFACE. & QUALIN AT LEAST 48 HOURS PRIOR TO THE COIAMENCEMENT OF CONSTRUCTION JOB N0: PLAN 7. ALTERNATIVE METH005 OF CONSTRUCTION INCLUDE PER CITY OF ORLANDO CODE. -CENENT STABIIJZED SOIL COMPACTED CEMENr STABIUZED SOIL,LIMESTONE ACGRECATE.OR OTHER FILL IM7ERIAl IN AN APPUCATION OF THICKNESS OF e INCHES. .A COPY OF THE SWPPP,AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS DRAWN: FDD -WOOD AIATS: OAK OR OTHER HAROWOOD TIMBERS PLACED E�GE TD EDGE AND ACROSS SUPPORT SHALL BE MAINTAINED AT THE PROJECT SITE,AND SHALL BE READILY AVAILABLE TO NOTE: WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 CIN OR STATE INSPECTORS PER THE CIN OF ORLANDO CODE. IYPICALIY$TRAW BALES ARE NOT RECOIAMENDED FOR MLET PROTECTION BARRIERS. INCHES. CHECK: LT -STEEL MATS: PERFORATED M1ATS PLACED ACRO55 PERPENDICULAR SUPPORT MEIABERS. INLET PROTECTION BARRIERS STABILIZED CONSTRUCTION ACCESS • THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING,TO SURFACE WATERS, OR TO ANY DATE:NOV. 2016 PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMI7TING FROM THE FLORIDA DEPARTMENT OF �\ � ENVIRONMENTAL PROTECTION (DEP). PERMIT(5) SHA��BE OBTAINEO PRIOR TO THE COA1lAENCE1dENT OF PLATE IPB 4 SC Fi DEWATERING. ANALttICAL RESULTS FROM PRE-DISCHARGE TESTING SHALI BE PROVIDED TO AIR &WATER �J ' QUALIN PURSUANT TO REQUIREMENTS OF THE Cltt OF ORLANO CODES. SYAIBOL SYMBOL C-14 SHEET OF � � ��-2�� ,1i�Ei�.. _.,.,��::A�E'�r. � �:,�? �.t;r�.'•: :;21 FND i/2" IR ,... � _ ASPHALT /�IQ # �� T� rH ti�i � •, !� � ; �z� _.... -- -._... _....... _ _... ......... . ... ..... _ __�t% -- ---_.. .. _....... _ — — — — _ , , W . i : — -- ._"_' "' _____. __.... .._.._... ._ _ 6° CONC CURB� iYP) 24. —_ — _'__ .___.. .._.' _— —'; 'r,�, 109 70"�SABAL PALM � � 194 ( 98G 3ll 7 � ____ _ j � _ SOUTH LWE, GOVERNMENT LOT 3 3�Q � � ...___. ............ _ _ _... � . . , — ' ' :� m 110 8 LIVE OAK .. O .. ..... ......... .... ... —... .. .C0� — — — ' CONC � CONC � LSA . 128 10' SABAL PALM 131 6" RIBBON PALM LSA �gq 136 2 3" ROEBEIENII PALM } � CONC CONC 137 2 3"ROEBELENII PALM �' 2 z CONC CONC CONC p 138 3 6"LIGUSTRUM PATIO TREE U � ExisUngLeeTo CONC CONC 140 15"TABEBUTA TREE W I 8e•Praserved� LSA LSA CONC LSA 142 20"TA�EBUTA TREE LSA � 143 24"TABEBUTA TREE d ' 194 3" GUAVA TREE �� -� � 795 10"SABAL PALM � PAVERS (NP) CONC g 272 6" �UEEN PALM � � STORY CONC (TMP) a 304 2 8' TABEBUTA TREE I I t �- 375 10' SABAL PALM i 3w E��i,r��DE�r�[as- � rl FGG� lu DIA�n[1L�"O' �;.:.: �j�]�3 SQ. � 376 10' SABAL PALM I � �td� If-.h 6-TRUJK D!AA1E eR; I FFE 17.30 I m 377 - B" qUEEN PALM � 454 - B" PONYTAIL PALM 465 - 2-7"CHRISTIAAS PALM � H 487 - 10" SABAL PALM °� Q • ' 488 10" SABAL PALM \ � I 489 - 6" RIBBON PALM a 537 8" QUEEN PALM �. 540 - 8" SABAL PALM ��, - 541 - 3-3' WEEPING PODOCARPUS } '�� 09�Not5tare `. 542 - 8�� SABAI PALM � �'� M�leriaisin i� ... 583 - S"SABALSPALMN PALM � TlirsAree s�s 617 - 8��SABAL PALM STUMP w� i 675 - 10" LIVE OAK F-l-- � - 678 - 4" PIGEON PLUM Q Z m Z �� 3' a�e Draina 663 - 4" PIGEON PALM �� Q� Q . �' 9e .61 685 8" SABAL PALM Q W 3 r7 J � Co olymer�arrief r 686 - 8" SABA� PAIM F.] =M (e cing With Wire , � � 697 - 4" PIGEON PLUM �- � Te��ta Posis � �g��" �� ca�c 699 - 8" PIGEON PLUM w� �J i J _ ,_/,.-� 700 - 10" SABAL PALM � _�- �� Undisturtied -y 701 4" LIGUSTRUM PATIO TREE w�- Z ��. Exisiing GraRe.p� � � � 727 10" SA6AL PAIM �� Q 749 - 10" SABAL PALM �I- . � P�S 752 - 8" SABAL PALM � Q �— ' ��_� � a•�,��. 893 � 9� I� 753 - 8" SABAL PALM � W �. �- BehveenPosis `� �g�Rrbar q 843 - 2-3" ROEBELENII PALM I Z� U �r � eaicK wn�� g44 - 2-3" ROEBELENII PAL61 Q d W �, Post(Typ.) ��„ � � 892 - 12" LIVE OAK 1 I 893 - 12" SABAL PALM � �� ~ I The Tre.e�Protectlon�arricade Shall be at lea5t Three(9)�Feet High:The 9arrier Shall Consisl WR SIAiION � 956 6" KOPSIA TREE 0] � � 960 - 8" LIVE OAK �] � . f Elher a Wootl Fence With 7:4 Rosls�Placetl a Meximum of Eight(8)FeetApart,With a 2x4 � 981 70" SADAL PALA� � �, Minimum Top Rail,or�a Temporary WIre�A7estrfente,orOtl r 3imilar earrier Which Will Limit '�, Access t¢ihe ProlecteJ Area. y� coHc 982 - 6" SABAL PALM �� 98J - 3-2" LIGUSTRUM PATIO TREE �' 984 - 3-2" LIGUSTRUM PATIO TREE m : The Benicade Shall ba at LeastOne Foot in Diamefe�Fo[Each Inch of Trunk D mefec F�or s'coHc ase(m) g85 - 3-2" LIGUSTRUM PATIO TREE i � � 7rees less Ihan 72 QBH,fhe Mm mom�6arr'r�dde Shall Be PlaceC Atieast S x(6)Feet AWay i � � - � Fmm The.Base O(Ihe 7ree. _ .. Tre�Ba�ticatleAppovai:ObtamCiryAppcova�otTree�Benicades0eforeBegmnngClearing � _ .Operatmns orAny S�te Devebpment �� I � .. � V: �`.s,... : TREE BARRICApE DETAIL ASPHALT �S ' ; Swle=N.T.S. i � I �/ �. � � � W '-- ------------------------- � _/ ,:..;; � LSA � � � o I l�i� I z'cwm k:cunrn 5 PS I 85� ;��„ CONC SN o ° LSA I� o SIOP 61R Z � � 6 4� � w v Z ~ �i I � � � � N O FOC � 6�8— . - - 683— uNr�_._.. ......._. ...._ __uNr� ......._ z w = n m FOC FOC FOC FOC —�Foc 69l ,ml (TMP) AR�� 699 727_� 753 rREES M1D SH�OC i0 REMAIN l49 OC fOC FOC a z � p �'- CONC —FOC p� Tu �Q�T� FOC FOC UNTL UNTL � � �` UNTL UNTL � I o ' o z � � � m � w 3 SET 1/2" IR O z Z Z � � LB 7833 � z Y � o Q � Y Ol a J O Q ASPHALT � o Z WATERWAY ROAD (60' R/W� _ ° a —�C — — � KEY: � r""'+ � � � ; +� ; TREES AND SHRUBS TO REMAIN ` 683-j JOB N0: 2016.45 (85 DRAWN: K.S.R. � t�zEE i0 BE REMOVED ,�>-;�i� CHECIC SGH CV!.iEt �. DATE:3-3-17 - ��\N, �f .�&9C L.�?JD PL.�N.T17NG&DESIGN PLATE i;;' r ' to' Inc. �� rH rz,�,o>>a,�9o�= L-1 z5z�s 1frRIfT'RYa'[LtNt:l=�uo.M1�)[t'i.T[ONb:1�zz�i S:ltLE: 7"=?0' r:*ivc:.uucawav�a;vwi�y.ma�c�urrn ��%�;��%_�� SHEET OF � L9 > �—�—�/ % EASEMENT ASP"^�T � ,� i LANDSCAPE CALCULATIONS: accEss EastMENr �,,,QE� c,�,AE� ' (2)SP 33)MC I17)MC IB)ZP FND � Z IR/ I ,� ORB 4663, PG 624 � totAL 91TE A(�A� !B381 5F. 39)MC NO # I ! ZGNIPG� COMMERCIAL '� -- . _ - �, ��. � � - /— � . ,�r _ i r . l � . _ _- VLA FJBLIC Af2EA: 8702 5A � I']¢ 195 . . . . 3m4 � 3l� 3� o 15 D WA f'�EQ LMIDSC4PE AF£A 1230 SF. �� 4dNDSGAPE Af�A PROVIDED: IZ'71 SF. � - . . - Q ~ � ZSR OPEH Af�A: 45�gF. � . � , � � , .. . . �y� ��1.�' . �� , , : �� W � �17r� r i OPENd('EAPROVIDED.- 4S985F. _ _ . �-�' � , �- „� .i .i�i MULCH. / '.i� / \. . �� MULCH�. �_/ .� t/ / � ..i � �I �7 - — _L _ - _ \af\- �,� '�' ' � O i � " ! � � � N Z PERIMETER AREA f�Cllll�s£f'IENT BREPKDGLLN I .- � ��- �� ' T' '�' � /'� `Y�� '� �- I� ., �_ 50)ZP \ U � - _'_'I _' -_. _' ! `" _ - - __ �' i .�� t _ ., i C� > / > � PERiMETER AfsEA NORTN SIDE: 145 LE ':q� � �- , . U TAEP � Z � 5 SF./LF.=5'x 145 LF. (86)IVS � / � � U � l+REA RELMIIf'�ED: 115 5F. - � r 1- - (34)IVS - i� � � W AREA FROVIDED: 1,526 SF. � � ° G . I' � �� .��i„„, � m a PERIFF_TER AREA SOl11H SIDE: 13�LF. a ,��; �� '�� ID'BF./LF.,10'zI3lLF. �J/��.. j� � l �' ARE4('�ECkIIRED: 131'd SF. I '~ �� / Z o /i A�A PROVIDED: •10D 9F. �� / /� �� PEPo`tETER?REA EAST SIDE: 83 LF. I - I I'`�' �� 7��.� �-3- U I L�I N� � f-SIGNT Tft14NGLE LIYES I ' 5'SF./LE=5'a83LF. �� , � (5o)ZP � � � v � I SHADE TREE PcR 30 L.F.REQUIR�D— � �-'� �� _ / I AF�E4 F'�WIRED= 415 SF. (�r� /� I � � Af�EA PRONDED: 5ie SF. 30 L.F =I TREES REOUIREO(1 PR�VIDED} �I T' ,;� I� A�'�A - 4�V V O �V(,r T. � �I F PEPoMETER AREA LLEBT 8!DE: 90 LF. "'Y � � Q 5'S F./L F-�5'x 90 L F_ � � �.�.�.- ��.�' �� ar�n r�ce�ir�o: asm sF. I W '� i�, � i �;) `, ' LANDSCAPE & MAIN7ENA CE EASEMENT � � � ' a�a�aoviveo- Usa sF. CL,I � � ;J� ��T 2 ; � � ORB 4663, PG 624 PR u�� , � �C � I ^�i �� u ineP I r PERIMETER if2EE8 NORTH SIDE: 145 LF. �-+ ��`' /� �z01 ZP � � �� 17TREE5 REQUIRED: 5 I 1- �; (6)SM (12)SM (6)SP �'\ �'./ "'/ �j �'� T�ES PROVIDED: 5 �� FfRR�ETER 7l�ES S011h!SIDE: 13l LF. � /'�y ` . '. .-� _- .___-__ .--_.-... � (21)ZP � ��` � 2 C�`� - ,_; ;, _,._. J.; "�.,� .� I ' _ � � � --- ----- � � '- Q z rn --- - __ . .-- ITFtEE/30LF. .i�h� . ..� �' �. � W N �i W �CO 1i2EE5 f�£C111RED� 5 �y (63)IVS (3)SP $ 2 . � � � . � Q 7 �, (28)DT Q p E ecmrc � 1F2EE5 FROVIDED: 5 ^� ��'�' y � va+E� W f Q W � ta>ineP � o o� ' 982� in c� .r-> "� _ /� �� /I�� /�� „ � o � a � �w O c�� PERII�TER iREES EA9T SIDE= 83 LF. - I TREE/30 LF. � _ `- �+ ifi£ES I7EQUIRED: 3 I �"ry+ �`�/`J �,�`v 9rJ(J // (2U nC / � 981aicK waa� W � LSA �i W� �L� TREES Pk1�VIDED: 3 � , v 'J � : � � �� a ; _, O �ZP � , ; 0 � � � �Q �� z PEPo�"EiER 172EE5 LLES1 SIDE: 9O LF. ' `l� I �� I � � � �J� / �S � O � ¢ � I � Z� � I 7REE/30 LF. I � i�� i � u�r srnno� �� . �..7 N O Q � iFEEES FEGN1IfsED: 3 I-�¢ o o �� coac I i �i4)ZP � ��I = W � Tf'�EES�ROND�_ 3 � o°o�o .�� (nl SM y � � �,'�y O� �,d (22)SM - - - - - - - _ - _ -�Io.O' i,� W PERIMETER&11LDIDYa TREE(ECd11F�I1ENi�AG7CUN T�� (4)ZP II)CI � I I � I '�p� � (2)ZP PERI"1ETER iF�ES NORT4 51DE: 198 LF. I .. -� � �� / -J I� O '. Q I TRE/30 LF. C231 CI � TREES fa�Gk11RED: 5 ' . � � il � 1�E5�a°"°Eo: SP�ime`� � I �� 'y 26' ACCESS AND DRAINAGE EASEMENT I � Pa PERII1EiER t�ES SL111H SIDE 138 LF. I — Sicn*7Rinnc�e Lines— I T(€E/30 LF. y�� z iREES REQUIRED: 5 I i--, �..I F-N I . Q TREES PROYIDED: �4:abal Pain � - .� I z� J �► � 25' jLDl�\G vETBACK W - �� F£W!�IETERTREESEA5151DE: 4DLF. I i ' ��__. ___ d�� - - - - - - (e�M ___ __. - - .'_- - '_"' _'_ ._ _ I)I4 P W a I T�E/30 LF. (I)IAEP � (Ib)ZP � (I)IAEP (L)FM I Q �S� � _ _ _ _ EXISTI ILEX _ _ _ _ _ _ _ _ _ _ _ � 10.0' iREES�pJIf�D: 2 i (9)SP W"7 . TREES PROVIDED: 2 � �ip i (12)MC / I p . I �a PERIMEtER TREE6 WEBT SIDE: 39 LF. r:i � � �I � � �'`� �I I TREE/30 LF. ` �i�.I U al 7 F£E S f£Q U I R E D: 2 I �� ' � Q� CONC SN � SIGHT TRIPNGLE LINES TREES PRovIDED: t � _ _ � � � .,; O � ��z � r o �zo�sM � , , I'� � , � �� t , sr�� SITE DEFICIENT,WAVER RECd1E5TED I� � �� 1 � � I �1 - "' � I � � '� � �� 3' �.��'D B�'�FFR I ' � TREE :;NART � � _m _ _ � _ �� i_ _ _ e ISTING GREEN ISLAND FIIXJS U o 0 �09 - io" snan�Pn�M ��=� l2 7 3 l 2 z o � 110 - 8' LNE OAK - � � , i 128 - 10" SABAL PALM -o ' -' _XIStING CHALCAS HED .. � - � w � a _ '' _, Z � 131 - 6" RIBBON PALM ' � ' o � FOC�MARKER � � oQ - - " ---��-"- - 136 - 2-3" ROEBELENII PALM o (6)a 6 Ci -- - - - --- (n � N N � 137 - 2-3" ROEBELENII PA�M �� . . . TV PC BPC BPC ~ W "� m 138 - 3-6" LIGUSTRUU PATIO TREE ' ' �� (71)DT 140 - 15"TABEBUTA TREE z Z � 142 - 20"TABEBUTA TREE -O.----- .YJ� 1 Q � O � Q 143 - 24"TABEBUTA TREE 194 - 3"GUAVA TREE � � w � � 195 - 10" SABAL PALM PROPERTY LWE 3 1 SET i/2�� IR � o � 272 - 6" �UEEN PAL�I (551 SM �B 7833 ✓� I p - o 304 - 2-8"TABEBUTA TR=E 324 - 12�� SABAL PALh1 -SIGHT TRIANGLE LIUES � � � J 375 - 10"SABAL PALN 1 Z � • 376 - 70" SABAL aq'�M ASPHALT l u Z z z � 454 - B" PONY�AILAPAL+A I � Q o � � 465 - 2-7" CHRISTMAS PALM 487 - 10" SABAL PALM 1 �' a O � � 488 - 10" SABAL PALM 489 - 6" RIBBON PA'M z . 537 - 8"QUEEN PALu 1 = '� i 540 - 8"SABAL PALM � 1 541 - 3-3"WEEPING PODOCARPUS 542 - 8" SABAL PALM 1 543 - 6" CHINESE FAN PALM 583 - 8" SABAL PALM 1 677 - 8" SABAL PALM STUMP � ) 675 - 10" LNE OAK ��C 678 - 4" PIGEON PLUM 1 �.�� 683 - 4" PIGEON PALM + 684 - 8" SABAL PALM 1 685 - S" SABAL PALM 686 - 8" SABAL PALM 697 - 4'� PIGEON PLUM 699 - B" PIGEON PLUM 700 - 10" SABAL PALM , 701 - 4" LIGUSTRUM PATIO 7REE 1 JOB NO: Z016.45 727 - 10" SABAL PALM 749 - 10" SABAL PALM — 752 - 8" SABAL PALM DRAWN: K.S.R. 753 - 8" SABAL PALM 843 - 2-3" ROEBELENII PALM 844 - 2-3" ROEBELENII PALM CHECK:SGH aez - iz" uvE onK fVORL-I 893 - 12"SABAL PALM 956 - 6" KOPSIA TREE � DATE:3-3-17 980 - 8" LIVE OAK 981 - 10" SABAL PALM I 982 - 6" SABAL PALM PLATE 983 - 3-2" LIGUSTRUM PA710 TREE N .f�c�h�-'�-MD P�,f�-�1-M_K�j c�C P£$IC;� 984 - 3-2" LIGUSTRUM PATIO TREE ��• r� ,,Q• I11C. 985 - 3-2" LIGUSTRUM PATIO TREE L_ .i._�. ♦-/'J.eiJ i�rlt[t!.lii.'U/if.�_�� S(�..Q��_: �••-1� a�1.V�.. r�l._t�.vi. 1�-t.11l��i��r.l Ri��.:c� i ---,�--- SHEET OF � � 0 r General Nofes and Specifica}ions � Z w i. Prior to consirucfion the landsca e confractor shall be res ons(ble for locafin w � all underground utllitlas and shalP avaid damage to all utillf es during the 9 .�&.9C L.s`i.7J'D PL.2LN.?JING&DESIGN N g Z course af the work. The landscape contractor Is responsible for repairfng any 177.C. O � PLANTSCHEDULE � U and all damage fo utilities, sfructures, site appurtenances, etc., which occurs v.rroxc:ls�a�.n��se= N as a result of ihe landscape consfruction. SYMBOL QUANTITY COMMON NAME LATIN NAME SPACING SPECIFICATIONS %NATIVE :e:,suT^wsaarvr,rcarrc,laczsoaivrccrS o-nrna3z=,� (7 � > 2. When conditions deirimenfal fo plant growfh ara encounfered, such as rubble TREES ra�vc. c:varzNr,sroaicuzrrr Z U � fill, adverse draina e conditions or abslructions, notif owners re resenfative -T'Q�°�,f�`„'��;,A`'' � 9 Y P IAEP II Eaet Palatka Holl Ilex x attenuata'Eaet Palatka' As shown 12'-14'ht.,6'e d.,minlmum,6'clear trur�k 29.natfve � before planfing. SP 20 Sabal Palm Sabal almetio Ae ehown 12'ciear trwik minlmum 'il%native � w 3. All planis musf be healthy, vigorous material, free of pests and disease. p� d 4. All trees, palms, and shrubs shall be grade "Florido Foncy" per Grades and SHRUBS 100%nalWe Vees LOLaI Standards For Nursery Plants (parfs one and fwo), avatlable fhrough Florida G 46 Coco Plun Ghr sobalanue Icaco 3'o.c, 24"ht.x 24"e d.minlmum ILII 6 denae l%native W F1'I 4 Green Island Flcue Flcue microcar a'Green laland' 2'oc. 12"ht.x 12"a d.minimum Fuli e denae Not native Depf. of Agriculture and Consumer Services. Z . S. All plant materlal must be approved by the Landscape Architecl befora Iv5 183 5chlllin s Holll Ilex vomltorla'Schlllln 'e pwarf' 2'oc. 12"ht.x 12"a d.minimum fuil�denee 2"I%native the planl maferlol fs fnstalled. MC �� Muhl Grase Muhler�ber ia ca Illarle 3'o.c. 12"ht.x 12"s d.min�mum full e d�se 33%native 6. Any chonges to tha plant material (size, type, e}c..), irrigation or any other deviations ZP 218 Coontle Zamla umlla 2'o.c. 12"ht,x 12"a d.minlmum full!denae 37%native trom the plans musf be approved by the Landscape Architect GROUNDCOVER 99Y native aFrube � prlor to ihe change being fmplemented by fhe contractor. The conlracfor Di 99 varle ated Flax LII Dienella leemenlca'Varie ete' 2'oc. I2"ht.x 12"e d,minlmum full t dense Not Native 396 e.f. n � w musl provide wriiten proof of aulhorization for any changes. SM 140 Sunshine Mlmosa Mlmoea strl Illosa Y o.c. �2"M.x 12"e d.minlmum Full t denae NatNe 560 e.f. � m a • 7. All plan}s to be ffeld grown or container grown as Indicafed on plant Ilsf. 58k ria4ive roundcover � � � Sfore plants in shade and protecf from weather. If plants cannof be planfed � � immediafely upon delivery, properly Protecf fhem with soil, wef peat moss, CONTRACTORTOVERIFYALLQUANTITIES ar,in a manner acceptable to owner s rep. �o not remove con}ainer grown stock NOTES: r from containers until planting fime. Profect roa}s of plant (rom drying or Q other possible injury. Keep plant ball motst at all times. 1. MULCH ALL PLANTING BEDS WITH 3"ORGANIC MULCH. � 8. AII plants shall be triangular spaced. 2. ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ST.AUGUSTINE SOD. � 9. Obtain agronomic soils test for all planting areas and tree pits prior 3. ALL PLANT MATERIAL TO BE FLORIDA NO.1 QUALITY OR BETfER. �H � to excavaiion of tree pits. Tesis shall be performed by an approvad soils testing 4. NO SUBSTITUTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. Q z m laboratory and shall (nclude ferfllity and sui}abili}y analysis wi}h wrllten �w }�p recommendatlons for soll amendments, tertilizer and chemical condltloner applicatton 5. ALL TREES AND PLANTS SHALL MEEf MINIMUM SPECIFIED SIZES IN INCHES AND FEEI',REGARDLESS OF CONTAINER SIZE � rates for soil preparation, planting backfill mix, and post maintenance tertilization INDICATED. WHERE DIFFERRENCES OCCUR,THE LARGER SPECIFICATION SHALL PREVAIL. Q w �M program. Submit u copy of soils report to owner's rep. and landscape architect. 6.ALL CALIPER SIZES TO BE MEASURED AT 4.5'ABOVE GRADE F-> _"� 10. Add soll amendmenfs as recommended by so➢ test in quanHties necessary to bring 7,CONTRACTOR TO VERIFY ALL QUANTITIES �� J sofl mix}ure to pH rafing of between 5.5 and 6.0. Minerals used for pH correction =a =�- shall be commercially produced for fhis purpose. 17. All plants and planting areas must be completely mulched as specified wlth �� (n� � three (3) inches of organic mulch. Provide 4" minfmum clearance of mulch (ram all F- �� shrub }runks and 6" minimum clearance from all tree trunks. Q Q W 12. The landscape contractor is responsible for verifying all quantities shown on I � Z� � ihese plans, before pricing Ihe work. �Q � w 13. The planting shall be done In accordance wifh accepfable horticulfurol prac}icas. � This is fo Include proper planting mlx, plant and tree pit preparotion, pruning, � ~ 0 staking or guyfng, wrapping, spraying, ferfilizotion, planting, and adequate m maintenonce fhroughout ihe required maintenance period. m W 14. The landscape coniractar is responsible for fully maintaining all planfing � (including buf not limited to: pruning, watering, fertilizing, cultivating, weeding, mowing, mulching, tightening and repoiring of guys, resetting plants FOUR STAKES SECURED AROUND Q fo proper grade or upright position, res}oratton of plant saucer, and turnfshing TRUNK WITH THREE B4N�S OF (, . and applying such sPrays as necessary 4o keep free of insecfs and dtseases. The GALV�.NIZED STEEL WiRE � landscape contractor s responsibflity for maintenance (exclusive of replacement withln fhe guaranfee perlod) shall termfna}a ona year from }he date of final GUY WIRE i2 GAUGE � accepfance by owner and landscape architect. ANNEALED GALVANIZEO z 15. All treas, palms, shrubs and planf matartal shall ba warrantad for a period of one FLaGs STEEL oR 2'X4'LEAN TO � yea� after dafe of completion and accepfance of fhe enfire projed Final acceptance � , of all landscaping under fhis coniract shall constitu}a }he beginning of Ihe guarantee SAUCER-L04VER THE fiNISH 70P OF ROOT BALL FLUSH pariod. Replace, in accordance with the drawings and specifications, all plants }hat GRaDE OF SOiL PLANT MIX WITH EXIS7ING GRADE are dead or, as determined by ihe owner s represenfafive, are in an unhealthy or To HOLD wATER unsighily condition, and have lost fheir nafural shape due to dead branches, or other auses due to tha confractor s negligence. Furnish and plant replacemanis which comply with requfremenis shown and specitied. Warrant all replacement planis for one - year after installatfon. The cosf of such replacement(s) is at the contractor's expense. 16. All planfs are subJect to approval by the owners represen}ative. Prfor fo planfing, ,��'��r"�"�� PREPAREPIANTiNG all irees and palms must be approved 6y ihe owner or owner s rep. .�.. MI%PER SPECiFI- 17. Standards set for}h in '�Amerfcan Sfandard for Nursery Stock'� represent guideline ti- ��-L CATION specificatlons only and shall consfitute minimum qualify requirements (or planf �S`� ��->�<i'� � mafefial. � COMPACTED PLANTING MI% � 18. At the conclusion of fhis planling, if Ihe owners rep. or owner has reason fo �'<. � �` � o believe lhot }he plonts are not of the specitied grade, ha will request a re-grading 'J - ��> � 3'-0' U o I or Inspectlon, and such evfdence will be ihe 6osts for requesting replacament ot GUY WIRE 12 G � %``�S ' t�� Z f O1 planis and for legal or other actlon accordfng to law, should ihls become necessary. ANNEALED GALV. STEEL � �JJ �"7 z � � '� 19. All plan}fng beds }o be irea}ed with pre-emergen} weed canirol prior fo planfing. ��. � -�� N � 20. Coniractor is to check the sHe weekly to insure � �l'l�� ^ 1/2" RUBBER HOSE � W N N o all plant material is heal}hy and wefl waterad. TURNBUCKLE (GALV.) ROOT BALL TO BE FLUSH WITH z �1 = � °i 21. All disturbed areas to be sodded wf}h St. Augustine as noted. � EXISTING GRADE. cUv WiRE OR PLANTING MIX Q Z F- o x MULCH 6" CLEAR AROUND z X6 I- z o o � MULCH (3" MIN. TRUNK AND TAPPERED. - J W EARTH SAUCER 2��X4"X3� STAKE STAKES � p � �/J � p - o • -�.L-� � ;_^ p -��' FLAGS z � J � 1 '� . ��. Q � (n m Z � j � IAWN AREA PAVEMENT N ; � �, � EMOVE TOP 1/3 BURLAP � z Y p o �� PREPARE PLANTING MIX Q o Y ii , : m SOIL AND ROOT LAYER (TYPICAL) , - — , �"'- PER SPECIFICATION �y � p U � • TOPSOIL AS SPECIFIED 1/2" "EDGER° � � ' � ��LP,N Tl f�;C: D`� :�I L = � o � SMOOTH, CLEAN & �o D �� '\I _ zD COMPACTED PLANTING MIX P:�L:.: :h.�� i PARAILEL TO !� PAVEMENT � PIN(SHEtl�r:.-:.�.>`::�-.':.:': � 6RkDE." 8�8"�a_� �� _ � i ROUGH GRAD� Qa.oy.°�o. SPACING :r � � GUY WIRE PREPARED PLANTING Mlx 1/2 D D � �,$>p -�/� M LCH (3'� MIN. DEPTH -�a � 4'�CLEAT2 , � m � "��'•� � EARTH SAUCER FROM TRUNK RUBBER HOSE �� V,;�� CULTIVATED SOIL ��- ... I I-'' -..N� � �� GRADE JOB NO: 2016.45 �'� TURNBUCKLE LIMIT OF MULCH-��.. DEPTH VARIES �' �� II f �� ,.. PREPARE PLANTING MIX WITH PLANT 4 -.:,u-�pER SPECIFICATION DRAWN: K.S.R. UNDISTURBED SOIL �i � �� NOTE: �� EXCAVATE AND PREPARE CHECIC SGH INSTALL SOD SUCH THAT TOP OF ENTIRE PL4NTING BED SOIL & ROOT LAYER IS LEVEL TRENCH EDGER DATE:3-3-17 WITH TOP OF PAVEMENT PLATE `��C DET.�IL TREr F'�.._r"if�T:`JG i;ET;''�,_I_�_:-- SHRUE� � �.:�ROUN;.;��0��;=_� P:_..�f\TIPJG ::>ETA.;-. L-3 �r�, : _._...._--- _-----..._....._____ _-- -....._...._.._.__.... _......_........................._.........._._..._.._._.........._............�- I I SHEET OF j � c.��_,1 � � SPRINKLER LIST CYJMITITT ID. MAWIFAGIURER SPECIFICAiION PS.I. GPM. IWHR R4DIU5 vALVE SGHEDULE iHsr b��POP-UP SPRINCLER 31 2 unkr PC&50 90 OSO OA B BBLER F' ZONE GPN IN/Hfl P51 RUNTIME TVPE IN5il7"POP-UPROiOR Q 1 15.50 OAS 90A �0 min TflEE r 2 ]B unbr PPOS•1Y•C•NP1000.190 90 OA2 0. OJIISTABLE a � 10 7 Nun�er PXOS•7I•C•NPY000.90 40 0. 0.15 OJUSTABLE Z 2 16.32 OAS IOA 40min SNRUB �0 JF Nunter PXOS•72AV•NPPW0�90 q0 0. 0.05 DJUSTABLE W � 7 119 OAS 40A 4Umin UNIP 2 8 unter PPOS•12•CV•MVCOR ER 90 0.19 0.5 COf2NER E"' � N 8 73 Hunter PPOS•12•CV•MPLC5515 90 0.22 0.95 LEFT V) � Z 4 17.79 OAS 90A 90m1n SNRUB 6 9 untee PXOS•12•CV•MPRCS 15 032 OAS R�GHT U O 20 J untee Pfl0&12•C•MP555�0 40 0.44 0. S��E � (/1 } RUN 71ME BA6EU ON J�9'PEP HOUP CONTRACTOR TO VERIFY ALL QUANTITIES Q � � J � � W m a ACCESS 3 . EASEME ACCESS EASEMENT nSPHn�T a�► Z �4 ORB 4663, PG 624 ' .. NN�D�1/2"" IR � ,:., _. ....__ ... _.... — — __. _.. _ _ _ _ _.. . _ _....._ _ - =._.._ _- -'_ _ ____... ...._.._. ^ w � - � 3B ��JB 3B 7B I eB I' �B P :3B �� B .--�4 3B � � Q . � � O � �w _ — -,� 1W--TT .-r�-- _ �� _ �W —�-� � ..._..-- — . .��. ._.._ "� prt' ��rr.r��r�r�� r.. a�� . V4. �, � ll " r N � 3 a � ; . � -�-:� ,--� ` `..�- �Y4'.�'4 � 3!4 �. Y4 .� � 34.. . Yt. �.,y� �� , � as �,ar � � ......_ _._._ _.._... ., ' '1:'- FzW:.,._ . . . ,.. . . ._ , ;... . `°... " ' .3( �� W(n , . ' . � ' ;_ ,.. . � � \ �.:�' '� I , y+ ', 2W B,% Q Z �O) ,� � ��;-� �w r� Y� � S3 6 � • f�: � � , � �� , G ":4f . Q W �M �`��, ��,� � I ,...;� I ��U �U �O �� w� _� � �`-� �� PROPOSEG BUILDING � 6 n � � i�;� �� '�''} + AREA = 4,000 SQ.FT. ' �o z� z I '"` �^`d i f � S` �f' �6 � ��a 3U � � 3U �� Q Q I � F.�.E._ �7.3 LANDSCAPE & MAINTENA CE EASEMENT � o� � �: ' L 0 T 2 � ORB 4663, PG 624 m � � m Z I, � . �3W _ - �� `j�� .N � . -��y,: _V. � I i : T{ :.:� -. . 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DIRECTtDh1 i3F FLL7W� Pvc TeE d_-- fi,�1 �~'-..�� N07ES iz�-`� / . w cn f)UTDf3flf21NSTALLATI�Uht f—�— r:,aticn Gcmrzeter enalf b^reepor»ible fo� PVC LATERAL LINE Q z �p� ��I appl:cab�e Feee and per.nKe. �W ��O Ali pipe and INre wdsr pcving Vheli�s pl�ced m � o Q w �M =he Schedule A2 P.v.C.Oiseves for•re fLil pave�:�t � � /1 � �� (SJS I-06 ;?RF.'f H=AD I-> _� rnve:age Is�gth and ehell oe at I:aet 34"beioe grede. `NluTc (n Q �J �PECiF" 4, £?, 12, i f, 20 STA.T:OP: �4QDEL CO"J7ROI..LER. �o sc��E INSTA:_i..ATICN DFTnIL. �� _� �s�nr��rau e,9 b��ie�;�c�o.�a�a m!m�:�,,�v��r�°, ?.10!)NT CON?R0.i..FR '+':ITN L.CC S:;P,EFPd AT E"E LE��:L. Whl�all Laterei ilnrss eFiell heve a nM?mun of=1". � � � ;;ONT"RC�L�F: SIiALL �3[ 4{q�;p.-l•VIR�L T�) �ROU�IDEU 1 U �i�,C �+'�s�:��L �� F � gp�;��(-, 4VILKINS 9:;0 XLT I!J�T�=.LLl:?7CN LETAI_ �� 'hs Conbaetor eFould taV:;:care sn re ou!s plpug �1 Q W J A'°�`�'Q�`°��°'�"`":"��y'' PRO-HC CONTROLLER � � z� ' N.�SCALE � Q �. 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DESCRi?TKR SPcc!:'cA?la� : � MODEL INST-Oo--� � W/ADJ. 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PIiF iiEPTH DF-;'•JL? � r��ri:m„��<��.y�y, L—CJ ///� �rltNRlsr'nrat'c:t�+'G Jac:a'o.wl�¢t{5mtuna I NO SCALE . __C,A ' � =G= 2awc _ 'rL_.�van:w�'irroalCarr Mi�� ut 16GRe�.�lla r x��%� SHEET OF � �— ��'1 l � Z W � � � Z O 0 U N �- � � w U � W d � PL�E4/[f�US�YAPF'R�7A(�[[�4��(�R`S. 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F.�:CI.OSURE(IAIN 1G-0"tN'DE OPEN NG FRO".1 THE MTEHIOR OF ON�DOOR TO THE INTERiOR UF TME OPPOSITE DOORj � �[GREE IIOOK AT � ., � . OF TH'ENCLOSt1RE RS W I.��E ATTACMED TO THE GUTSIOc BOTTOl.1 REMFGRCING _ � , �:. - �. . I�J ORDER P.OT TO RECJCE T4E OPENIt.G lV!�TH.nLL HARD'NARE FOR TN-p00 �;.AT.LAP WNERTICAL MS `,�', � , . ��---�--PREFUJISHED ALUI.!'�.NJtA GAST POST W ITH � � � �� - • 4.A IAIN L!J'.1 OF(2 SAFET'!EOLIAHDS SHAL�BE IHST�LLED 1VITH��tJ TH_I"JTEft'�.OR REAR 2'-0'OF THE DUl.�PSTER .. BARS . ALUl.11NUM CAPS SET M CONCREiE ', ' �. ENClOSURF A 1'IN��.Ut�OF 5'-C�CLEPR SPACE FRC.`.',THE 50LLARDS TO TNE INTEHIOR FRGNT WHLL SH41.L BE ��. � . ''�,, FOOTiNGS A h'N OF 36".POST HEIGHT ' FROv DED FOR TH'e DU 1PSTEft. �. , �._�_� SHALL BE E�UAL TOINALL HEIGHT PWS T ...,F ... ., � 6 F C,'V��E LEVEL CONCRETE SLAB A1 A 1..IJIh:J!.10'-(�'1�HICK:U�ti PGJ�DS PEH SQUAHE MCH 1VILL 8E PLACEU FOR � �,1EASURED TO TOP OF CAP �,, . - I, I � �' T Nancy Everl-�arl.AIA,LEED AP : ' i11�'CJ"PST[R TO BE SET ON(SADAE L'1 ENSIGiJS ASlHE INTER'Oft OF T�i_C-NCLOSURC-) j '�, a.o�� :� � ' 6Af11NIpiUA427'-0"VERTICALCLEARANCESHALl.BEPROVI0E00VERTH �UtdPSTERANDOVER7hIE5FRVICEVEHICLE ,�� ' `-" --- �� ' Richard B.Salmon.LEED AP A1 THE POI4l Of COLIECTION '. -� . .. . �--.-...'_� � "%l,L�SO.IDVlASTEVEHICLEDRIVEAISLESANOSC;.�iJ�'JASTEVEHICLE!AnNEUVERINGFREA510UTSIDEOFTHE '� ��-+t+�t^` �'� . � CCLIECTION AREAS�SHALL PROVI�E A PAINIM1!U!!16'-0'QEAFiANCE FRO'.'F�NISHED GRA�E LEVEL TO LOW EST PART OF ' ' . . G-.'ERHcADSTRU.;TURETREECANOPY/OVERHrADUTIIITY�IYES. . ' ' 4�. . . ° :�HLL SOLID lVASTE VEH:CLE DRNE AISLES AND SOLID:VASTE VEH�CLE t.JWEUJtR1JG AREAS SHHLL 8E '. '� � --` "-'--"'- '. -��-------BRICK SHALI MATGH BUILDING � ��, �. C'15TRUCTEDTOCURRENTSTATEOFFLOR�DH.�EPARTIAENTOFTWSNSPOftTAT10Y.5TAN�ARDSPECIFICATIONS '�, '�. i� ' '�.TEQUESTABBSiT �'�. . �O;ROPDANUBRIUGECONSTRUCTION �� 1VPICALGONGRETE �--�--- � �� -----� ��BRANCH BANK ' �. i A!'.,NIP.".U1,1 OF 16'-0"VERTICAL CLEARANCE FROA1 GRADE TO THE LO'.VEST PART OF THE OVERHEAD LINE IS � �OOTING.4.000 P51 "��"� � _ FINISHED('RADE _ _' . ___. -__'_ ......__ ____.... .. ..._..'_ ______'__ ..._...__. _..._._.... .....___ ,. �. REGJIRED `� ��. � - _. �� AT Th11GKEPlEU G4TE POST -.-.- • 1 S �'� P• �'�� . I ', ..... �..... '101 N US HIC�iI-IWP,Y"I , � �' FOOTING.PROVIDE �� ~��,i-GATE POST Ef.1BEDP.tENT � � �.TEQUESTA.FL � � ' ADDITIONAI TR4NSVERSE ° . •_..�_ -,-,G SHALL BE 36'.SHIFf ' .. ------ ----.._-- .- ..-- ----"".... . ; I � &LONGITUOINALBOTfOM . �l FOOTINGRE:NFORCPAENT - -� /. ELEVATION B � -THiCKENfOOTINGTO . '�i IX580.R5 � ; ACCO!:1t,10DATE THE EMBECI.4ENT ; � TO ACG01.'.h<CDATE , OF GATE POSTS SEE PiAN HND � '� . •� PLACE!'ENT OF POST �O t��, � --- � " I ' '� . i ' �� NOTIMENRUPT � NOTE SPEG ICATI04,SELECTION.BPURCHASEOF `�� SEGTION. .��.�n��.00 I �' LOYGITU�'.�JAL BARS. �I I GATE 8 6ATE HARO.JARF.SHALL BE fULLY � . , � I !, ��+ '� . �, I, I . COOR�INATCD BENJEEN CONTRACTOR 8 OWNER � I, _ ,, �., '. �,..,.._........___�'- _____ __...__.l ' .. __.... . ._ .._. ___ ._.._ , ,,, DUfvIPSTER SCREEN � �� z�-6` ' �� DETAILS �� . . . . . . . ....... . __.... ..._._ ... ... . .____... .__,_ � . ... _.__. . ... _ .._ _ FOOTING SECTIONS � ' I 1G`�SILL UPIAIL 1G �� ' I� ��, r�t�:; ra.-,. ._.._.. ..__._.. .__.... . ........ ._...... . ....... .... .__.. ......... ___ ... ..... ___ . ..__..._. . _ .._.. . .___...._.. .. ._.. . .. ___ .. .._.._. __.__ . ._. . . ___ .__. . . D E-2 i I � � .. ,�t,�eo��,�< _om I �,�,..r:.,.-m ,-. -..._- .. � NOIt: ._mu.. - ..... . ALION 30 DAY�FOR �:.:, r . .:f,�r.,r"• • I COYCRETE BASE TO � � � CURE EEFORE Lt_��i,i�„„�I � I BASE TO BE Y FROM PO_E N1Th�iANDMO..E PT IYSTALi_NG PaE POLE POTT_Mi SCC LiG�iTING BACK OF CURB. II �XIURE SCHEJILE �(1'J BARE CCPPER BOYC�N� I I� BOL CO�ER N1iH FiI.SH M^RE BOND TO PO_E I TO!�AiCF��LE �SUOOTF TpP OF BASE � I 1"CnAMFER�1LL PftOI;ND PT TOP � I I Q�EASE� --- I y"py0�h L-BENT G?L4aNIZED I - GRACE STEEL ANCHOR BOLTS FUR�ICHE�N1-11 PO�E =�rvISHED GRnOE � / I II BACKFlLI Pnp // 3CC0�SI CCNCRETE TAMF IN 6`-� AGITA�P$iEGUIREC LnYE�S TC fiEvO�E NR AROI.'ND B^SE PO�KE15 I �� I llE B<RS TOCEIHER I I '/4"xiD'-0 Cl'-- \ N1TF q3 BPRS.�2'C.0 . �:ROJIt'_RO'J `4`4 DEFCRMEC�FEEAFS f' I � EI�PI?L�E�iH p �I O�TC�Ti.+�TOTPL ECUAL TC 20% LENGh1 CF B<SE EWALLT I OF POLE FE�'vHi SfPCE �Y�opqT II I ;3" N. wn'r'rY MIN JF fi"OF C�CRETE_IJ � SCHE�JLE 4��YC.:C��L'IT C.ThI�nIEHWYEEF I ARCI�C N.i�10:�0'�T.�. �� YAiF GRCUN��NRE _EE E4'.CS�IiN vE I L4"LIA MIY. P�'V`fOP iIRCLITII:G RSF ' �CFi'�EC?Ua4C�N5lL1NG NJC :81'v WESTPMHDRNE , � nR�OTTf NC9B]5; '2\ POLE BASE DETAIL �'E�°�a R°�^��"-ss � I �� CALE N�NE I I � !�" /� " '_"'__________'_'"" __"_ ____ `mmnln�q I I _—_. _ _. _ ._ __ _' �' ,5,: a < , - �*_ NC]Bn2 *E II ' � �p ` p I . . ao,�; srTearP ��uwg o . I �'�S3t NA E�G`��` I m , ."` �n.n,r � , f � . . . -- '- - �- `-- �,. �. =. �� .,__c�_: _. _ . � i i.n O �n�o�°`. � 2/24/2017 ; � � � c i� . _ � " �/��/ _ � . ._ � Q CB .� /%. .. . . . �OO � FOR REVIEW j � � ❑ i arn " ' . . . . . . . . � , ,_ . , ., . . , . 10/24/2016 I I I � 3 � - .� . . . . _ . . . . . �� I� a ._ ' .� " ____"___"_' ___"'_'" __'____"'"""'"___"_ ___ ♦ _' '__– I • "______ _""' � � g08 �. " i I � � � A . �._ :40 . � � ' � �� a � I � ' � I � � ro > � II % `v i � • o+ I / � I � I I , i � =..,;, .,�i«..� , � 1 PHOTOMETRIC PLAN Richard Salmon.LEED AP BD+O � I Et i �GA�E 1 = 3C' _t,,.... I � Lee Brooks,LEED AP BD+p I � n �rn a��M��:�,��aF�s,.�o�E�.�,�>,�.�aF«�.a�.,,=�_��, �BB&TBRANCH BANK I M � «<E<<t��e�.�d��,��.,a,�.��«o e�F�= �20�1'AT�R�'�'AY ROAD � - ` TEQUESTA,FL I �s � �i � i i � I � 123.1937.00 i � PHOTOMETRIC � v PLAN I I �, MI NEW SHEET r�DOEC � n I I O � � ; E1 .1B � i � � ! I 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 CONSTRUCTION EASEMENT AGREEMENT AND TERMINATION ("AgreemenY') is made this _ day of , 2017, between DDR SOUTHEAST TEQUESTA, L.L.C., a Delaware limited liability 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 \570010\1600-# 10294833 v2 E. DDR has agreed to grant to BBT a perpetual, non-exclusive landscape easement over the parcels shown on Exhibit D attach 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: l. 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 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. 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 access, ingress or egress to the remainder of DDR's Parcel; (ii) BBT shall refrain from storing or staging equipment or construction materials in or on the Construction Easement Area unless said equipment or construction materials are specifically required and necessary for the construction of BBT's improvements; (iii) BBT shall maintain and store equipment and construction materials in a safe manner so as to not unreasonably interfere with DDR's use of DDR's Parcel or the business operations of DDR; and (iv) BBT shall cease storing or staging equipment or materials on or in the Construction Easement Area immediately after completion of BBT's construction activities. (c) DDR hereby grants to BBT, for the benefit of the DDR 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. \570010\1600-# ]0294833 v2 2 4. Access Fee. Commencing on the date hereof, and continuing thereafter on the first (1 st) 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 (Sth) 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, cause the same to be discharged of record at BBT's sole cost and expense. BBT will give DDR prompt notice of any claim or action known to BBT and pertaining to mechanics' or materialmen's liens against the BBT Access Easement Area, Landscape Easement Area or any land of DDR. 6. Reservations. The Temporary Construction Easement, BBT Access Easement, and Landscape Easement created by this instrument are subject to a general reservation and right in DDR to use any portion of land above, below or around the Construction Easement Area, the BBT Access Easement Area and Landscape Easement Area so long as such use does not unreasonably interfere with the use of the Construction Easement Area, the BBT Access Easement Area or Landscape Easement Area by BBT for its intended purposes. 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, \570010\1600-# 10294833 v2 3 upon request, BBT shall deliver to DDR a certificate of insurance evidencing that such coverage isin place. (b) 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 unless such injury, unless such damage or loss is directly and solely the result of such party's willful misconduct, negligence or breach of this Agreement. To the extent available or otherwise permissible by law, any person ("Third Party") granted access to the Construction Easement Area, the BBT Access Easement Area, or Landscape Easement Area by 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) any act of Third Party or any of its agents, employees, representatives or contractors with respect to the Construction Easement Area, the BBT Access Easement Area, or Landscape Easement Area, (b) the exercise by Third Party of BBT's rights or the performance by Third Party of BBT's covenants and obligations under this instrument, or (c) the use or occupancy of the BBT Access Easement Area or Landscape Easement Area by any of the foregoing. 8. Temporary Construction Easement Termination. The Temporary Construction Easement shall automatically terminate upon BBT's completion of the construction of the improvements in the Construction Easement Area. 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 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. \570010\1600-# ]0294833 v2 4 � (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. (� All easements granted herein shall be non-exclusive. [THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] \570010\1600-# 10294833 v2 5 I { I , WITNESSES AS TO DDR: DDR: DDR SOUTHEAST TEQUESTA,L.L.C., a Delaware limited liabilzty company By: (Print Nan�e) (Print Name} Its: (Print Name) WITNESSES AS TO BBT: BBT: BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation i � i i ,r By: � ( rint Naxne) —� �,�� I (Print Name) ! � f�� Its:�� An�s,�C�"l�J �'1dJA�A i�"sP'�n��' - (�'rint Name) I i I �02338521-3� 1570010\160�-#1026902L v2 - 6 STATE OF OHIO ) )SS: COUNTY OF CUYAHOGA ) BEFORE ME, a Notary Public in and for said County and State, personally appeared , known to me to be the of DDR Southeast Tequesta, L.L.C., a Delaware limited liability company, the Iimited 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 , 2017. Notary Public STATE OF ��X� ) )SS; COLJNTY OF CC�'i-LI J� ) Personally appeared before me, the undersigned, a Notary Public, in and for said County and State, `�j�IJ {<I�KL�N� , known to me to be the lJj�,� ��S�Q��f 1"� of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the TR,pN5�i►d�.( /�AcJ�G��(r'�N�vhich 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 TESTTMONY WHEREOF, I have hereunto set my hand and official seal at ��X�O , 7��}�S' this 2�G� day of ylA¢,Y� , 20I7. j�•rn� r4GiVES CH�L.ILI�+FQ ��`� t�otary Qub�ic Notary Pub ' °r '� } STATE OF TEXAS . �A"'�a'�`� My Comm.Exp.09-21-19 {02338521-3} \570010\I600-# 10269021 v2 '] EXHIBIT A DDR PARCEL Parcel A Three Parcels af Real Property situated in the County of Paim 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 Governrrzent 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 poin#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. Parcel2: Being a portion af 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 S40 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.I0 feet; thence South 89° 43' OS"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 Southwestexly along the arc of said curve through a central angle of 14° 31' OS", 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. {02338521-3} \570010\I600-#10269021 v2 $ 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. {02338521-3} \570010\1600-#10269021 v2 9 EXHIBIT B BBT PARCEL [see attached] {02338521-3} \570010\1600-#10269021 v2 1� SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPi70N: PROP05ED LOT 2, TEQUESTA AT WATERWAY A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY N0. 1, SECTION 3D. TQtNNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEAGH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSEC710N OF THE EAST RIGHT OF WAY LiNE OF U.S. HIGHWAY N0. 1, BEING 60 FEET EAST OF THE CENTEF2LINE OF U.S. HIGHWAY N0. 1, VI+ITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NOR7H LINE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE CON7INUE S89'S5'42"E ALONG SAID NORTH LINE, A DISTANCE OF 155.36 FEET; THENCE S03'58'33"W, A DISTANCE QF 121.76 FEET TO THE NORTH RIGHT OF WAY LtNE OF WATERWAY ROAD PER SAID OFFiCIAL RECORDS BOOK 1913, PAGE 1772; THENCE S$9'54'38"W ALONG SAID NdRTH RIGHT OF WAY L1NE, A DISTANCE OF 146.77 FEET; THENCE Nd0'04'10"W, A DISTANCE OF 121.89 FEET TO THE POINT OF BEGiNNING. CONTAINS 18,381 SQUARE FEET OR 0.4220 ACRES, MORE OR LESS. JOB 901709 CF PBC30-40-43-SODS PREPARED FOR: LEGEND DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE� 1' = 50� C' -�EMERL9JE DRAIJN BY� RCJ cu -cowc��nExr conc-coNca� COVD-COVEREo REVISIONS CP -COHCREf[pl�D GENERAL NOTES: �w -�Qu�w,wcwar a -CENII7J�L ANGLE O&M-�ESCRIPEO&IAFASlIqEU 1.Beadne strudure baeatl on:Nafh Ilne dOovemmeMLd4;Belnp oe -orwwce easeuFsrr SB9'66'AZ'EpBfplete110YCniniegeldBataip11on91bVB. DESC-D6CRIPTOH DiM -OPoVEWM E/P -EOCE OF PAYEMEN7 z.m�eurvayor n.r�a mada e.ear�h otub p,b�c reooras rore�y ESMT-EASFAIENf ded�ralb�s,Xmil�a�,�strictlo�reareasemanteatl�xthanaFbwn FH -FlRE HYpHANT Altama��'��'' ,_�:�ying �,. �o° _�o�� IR -IRON ROD nU�yit:�Fi� "� a.-n�es�anao�cnPnw�n�a�nmaeran,aexa�Freu»a � -MCLENCTH 81� �p1�� y3t��r. 1 140 the enlitias p�epared ivr�heran end daea nvt e�derd b e�ry unnemed 5�^MEfAL SHED ��"�.�/� PlAlsl. M8D -NAIL 8:DISK P�'40�Yi6��2� ow -averuicno wir� LICenNs�'.BG11i�N�::�$33 A.ThIS.�IU{IaID!lCAPIIn(1161IoteSlllMey. 0� -OFFICW.RECOROS BO�f( P&M -PfAT$MEASURED VB -PIAT BOOK www:q,Raihpxeurvoglti�yieom s.rnts r-Nave�w•w�u,oucu,s rc -racE _ �y l�19WIBBIid$IBOI�hIBI POB -POINT pF BEGINNINC v;.�,'�:<�,91�itaNq'signed by ralsed eeal dMis Fbrida Ifosnaed Sufveyorand Mepp9r,�nleas � _R�qpIUS F CONMENCE)AENT �7��!ffdbertClohnson P'011�'"��6�ro�1�+sabi tovalHsa.Sac � � fl/W -RIGM OF WpY 'r Date;2017.03.02 �'8��'°01^��0O8��revelidetionj.The TR -1ELEPHONE RISEft 13:4>:38-OS'00' ��0��O��D��'�0h^60tl UE -VfIl77YFJSEMENT an the Dffie M Ihe ded�unic aig�hae. ur -unutt Po� Robert C.Johnson PSM 5551 P - NUM9ER {02338521-3} 1570010116Q0-#10269021 v2 11 SKETCH 4F DESCRIPTI�N p �p (PAGL 2 OF 2) �r. .� � O,L'M' . i � � 1 I I , I �w � � � �� GOVERNMENT L07 3 �W so.o' r +� SB9'S542'E P-��B- (BEARINC BASIS) � 245.58 N. LINE, GD�RNMENT LOT 4 �� ----�.--�----=--�-- I 'P7'�Og ECiION S89'55'42'E f 55.36' � ( E P/W �S HIGIIWAY 1 4� k N LINE,GOVT LOT 4 o s,.o� I a �o �� I+ N ^ " N �� f 3 PROPOSED LOT 2 �' �� ( b TE4UESTA AT WATERWAY 3 � 60VERNMENT LOT 4 � � ` O � �g � s � � y x� � � � 589��►,r ��.»� � � �----�-- � R N. R/W LINE, WqTERWAY ROAD � ORB 1913, PAGE 1772 � � _ WATERVYAY ROAD {6U` WIDE R/VY) N Altamax Surveying �. GRAPHIC SCALE 910 Balls Avenue, Sufte 1740 �" ar�� j' 100 Cassel6errY. FL 32708 �N :,c � E Phone: 407-677-0200 Lfceneed Bueineas No. 7833 ' �r - � �. www.aitamaxaurveying.com {02338521-3� \57001011600-#10269d21 v2 12 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: ACCE55 EASEMENT (OFPSITE) A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY N0. t, SECTION 30, TOWNSHIP 40 SdUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCE AT THE INTERSECTION OF THE EAST RIGFiT OF V7AY LINE OF U.S. HIGHWAY NO, 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 7, WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4; 7HENCE RUN NO3'58'33"E, ALONG SAID EAST RIGHT OF WAY LINE, A OISTANCE OF 17_90 FEE7 FaR A POINT OF BEGINNING; THENCE CONTINUE NO3'58'33"E ALONG SAID EAST RIGHT OF WAY IINE, A DIS7ANCE OF 35.00 FEEf; THENCE LEAVING SAID EAST RIGHT OF WAY LINE, RUN S86'Ot'27'E A pISTANCE OF 50.50 FEET; 7HENCE 503'S8'33"W A DISTANCE OF 17.10 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2.13 FEET, A CHOR� BEARING OF 542'58'35'�E, A CHORD DISTANCE OF 3.11 FEET, RUN THENCE SOUTHEASTERLY ALONG THE ARC OF SAIO CURVE, THROUGH A CENTRAL AfVGLE OF 93'54'75", A DISTAMCE OF 3.49 FEET; THENCE S89'S5'42"E A DISTANCE OF 379.14 FEET; THENCE S00'31'S6"W A DISTANCE OF 751.37 FEEf TO A POINT ON TFI[ NORTH RlGHT OF WAY LINE OF WATERWAY ROAD PER OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89'54'38"W A�ONG SAID NORTH RIGHT 'OF WAY LINE, A DISTANCE OF 32.00 FEET; THENCE LEAVINC SAID NORTH RIGHT OF WAY LINE, RUN N00'31'S6"E A DISTANCE OF 19.79 FEET; THENCE N89'S9'20'�W A DISTANCE OF 7.03 FEEf; THENCE NQ3'S8'33"E A DI57ANCE OF 26.06 FEEf; THENCE 589'59'20"E A DISTANCE OF 5.46 F[ET; THEIdCE N00'31'56"E A DISTANCE DF 80.67 FEET; THENCE N89'S542°W A DISTANCE OF 179J1 FEET; THENCE S00'00'29"E A DISTANCE OF 5.00 FEET TO AFORESAID NORTH LINE OF GOVGRNMENT LOT 4; THENCE N89'SS'42"W ALONG SAID NORTI-I LINE, A DISTANCE Of 26.00 FEEf; THENCE LEAVING SAID NORTH LINE, RUN N00'00'29"�V A DISTANCE OF 5.00 FEET; THENCE N89'S5'4?_"W A DISTANCE OF i 14.05 FEET; THENCE S00'04"18'�W A DISTANCE OF 5.00 FEET TO AFORESAID NORT4 LINE OF GOVERNMENT LOT 4; THENCE N89'55'42'�W ALONG SAID NORTH LINE, A DISTANCE OF 30.00 FEEf; THENCE LEAVING SAID NORTH LINE, RUN N00'04'18"E A DISTANCE OF 5.00 FEET; THENCE S89'S7'29��W A DISTANCE OF 1.34 FEEf TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHEASTERLY, HAViNG A RADIUS Of 15.00 FEET, A CHORD BEARING OF N62'08�35'W, A CHORD DISTANCE OF 13.98 FEET, RUN THENCE NORTHWESTERLY ALOiVG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANG�E OF 55'32'19", A DISTANCE OF 14.54 FEEf TO A POINT OF RC-YERSE CURVATURE ON A CURVE CONCAVE SOUTH'NESTERLY, HAVING A R.4DIUS OF 10,00 FEET, A CHORD BEARING OF N60'11'56"W, A CHOR� DIS7ANCE OF 8.71 FEET, RUN THENCE NORTHWESTER�Y ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 57'39�02", A DISTANCE OF 9.01 FEET; THENCE N86'01'27'W A DISTANCE OF 29.70 FEEf TO THE POINT OF BEGINNfNG. CONTAINS 15,922 SQUARE FEET OR 0.3655 ACRES MORE OR LESS. �oa sai�s3 pREPARED FOR: LEGEND CF PBCJO-40-43-SODS-REVISED onre: o4-zi-zo» BRqNCH BANKING & TRUST SCALE� 1' = 50' F -rEu�rsur� DRA4lN DY� PJT CM -COtICfiEIE MONUMEM CANC-CONCflEIE COYD-COVERED R VISIONS CP -cavcn�rE Pno GENEf�I NO�S: cw -caucRE�watxwnr d -CEMF7AL ANGLE - OkM-DESCqI8E0 k MEASIIRED 1-Beerlrp atrucWie basetl an:NatUt Ilne o(Oose�mme�rt Lot4;Betip DE -ORANACE FASEIAENf 589'fib'42'E pet plef d�ovnf in legal deaaiption a6ove. (D)-OESCNIaitON OYf -�ftIVEWAY E/P -E.�GE OF PAYF.�IFN'[ 2.ThS!lUIVByOfYIBBIf0YR19ABfl8B8ICI10(�IB��IClBOtlI{�9/Of9d ESNT-EASEMENT �kdflolH�GRI1hItlG19,f89h11,1ia118of6999mpIi180d79f1119t191qWn FH -FIRE HYDRANT Altam��ii�v�eying ''�°" r rw -rnuNo iR -i�N Roo �(;��a:.��" .� L -MC LENCiH *� a.rnb s�n or oexnanon n�oeen maae t�rme m�dusn��ee or 910/�8��'y��.�AYdl'��bn;'-=�§ �.114d tlre eMmm pepered Aor.heron e�daes not s+cend e�arry unremed �)-��niEsneo WO�jUeQyi��ry�7� pB1II0E. N&0 -NNL A q5K OW -OVERHEHD YARE P� '��!zg�7�� oae -o��cw.a�conos soa� LTcen"sef�:eu$tA�Na".�83� 4.Th16.�OpM.IlOTOl6pIwIq1I6110I0S1/IVB�C P@41 -PIAT&MEASURED PB -PLAT 900K IMWMI.�(I�Gl�lPXBlIN8y1P1q iCO�►t PG -PAGE =��'_ �t ?•• 5.�'111BS1M)II�TI�LV911f�'W�IOIRi�iB91�IBWfBBlldtflB011A4181 POB -POINi OF BECINlNNC �Itlijitaflysignedby reiaedsealefthisFbridelfcei�aedSurveywandMepper,unle� roc -aourorcoewewcoewr �J��pr,�,��YkribertCJohnson ��roWMIHMB�Wf(ybYP�d�.(Sl�: P/W -RGHi50FwAY /j !"""- Date;2��7.(M.Z� �.�mB�W°�'�.00f"�OfP�^"�ORe°^aip�'evalidation).The TR -TELEPHONE RISER eeal sppeatlng on UNe dowment was autl�oriaeC by Robert C.bhr�snn ttr -tt%cn� .-- 14:SZ:37-04'00' on the Dste M the dectiortic elg�sUae. va -m m ao�se�.xt�r Robert C.Johnson PSM 5551 F - NUMOER {02338521-3} \570010\1600-#10269021 v2 1 Q. SKETCH OF DESCRIPTI�N p 'p (PAGE 2 QF 2} .� :� �+ 05'�''�' . 1 � � o► �; h � J a 3 q GOVCRNMEM LOT 3 � 589'S5'42' 379.14' 80.0' w �� ACCfSS EASEAIEM(OFFSYiE) �o P.O.B. � MB4'S5' ' • . . ., � -___ �- _ _-____-_-t,___'__ 3 �_�_-J � ti � I P.O.C_ �< � INTERS-CTION --V_- I- � `�q57.0' E R/W,U$HIGHWAY 1 H�H��RIR4�M LOT� •' ^' }--.`____._I 4 N UNE,GCVr LOT 6 '_ � ^ 9�S` i �or 2 I d I LOT 1 -I�ry TEWFSTA AT WATERWAY � ; 'x� I TEOUESTA AT WATERWAY • o "PROPOSED PIAT' � y k+` � 'PROPOSED PUY �' � � �� o '� � GOVERNMENT LOT M1 � zo � \ � 7 n �� \� �_ ------rf_---- ---�------ - �-- �?a� -. IY �N.RIW LINE.WA7ERP/AY RCAD o �N.R/N uNF ��y AY HDW � --L ORB 1913,PAGE 1�72 ORB t9�J.6AG�STI] � -� � � _� � WATERWAY ROAD {80' WIDE R/W) w LINE CHART L1 NO3'58'33"E 17.90' L70 N00'31'56"E 80.67' L2 ND3'58'33"E 35.00' L71 560'�0'29"E 5.00' L3 S86"01'27"E 50.50' L12 N89'S5'42"W 26.00' L4 S03'58'33"W 17.10' L13 N00'QO'29"W 5.00' L5 S89'54'38°W 32.00' L14 S00'04'18"W 5.00' L6 N00'31'S6"E 19.79' L15 N89'S5'42"W 30.00� L7 N89'59'20"W 7.03' L16 N00'04'i8°E 5.00' L8 NO3'58'33"E 26.06' L17 S89'57'29"W 1.34' L9 S89'S9'20"E 5.46' L18 N86'01'27"W 29.70� CUftVE CHART CENTRAL ARC CHORD CHORD N0. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE C1 93'S4'15" 2.13' 3.49' 2.28' S42'S8'35"E 3.11' C2 55'32'19" 15.00' 14.54' 7.90' N62'08'35"W 13.98' C3 51'39'02" 10.00' 9.01' 4.84' N60"11'S6"W 8.71' N Altamax Surveying �,1, �, GRAPHIC SCALE 910 Belle Avenue, Suite 1140 � �j' E 0 � �� Casaelberry� FL 32708 w 6 � Phm�e: 407-677-Q200 Ltcenead Busina� lio. 7833 � �� . www.altamaxau�veying.com {02338521-3} \570010\L600-#i0269021 v2 15 EXHIBIT C-1 CONSTRUCTION EASEMENT AREA �" i�'��i�ii�.ri`W��'�i S�I��►i�--� ��'_._"�� '� ' Ci 5'4 1`- A ��r'1k,v.}i�sr`�qe.a�,.' r.,.. . ` 1 '"..__ : 3�{ !a. - ��i:i �. . . _- - _. \,..�~�'At°avAEn&Sc'n -i:_...,� �: �il`- .. , ' ,. ��tf( � �`j' �^:.�,;,� ---- —— - . .. - r�� i :4�"� t ..i�. _ {, - . .. .- -_--- .� .1��`.� �� "� _-�:_;4:�. ._ ��.!'��t.;.��... , —'. '-:,":�, i`..°�_;�;� .- _ ,. �� -'�, `�,E ..�h�� &.�;.�»..,.wr.,�..�;,s..,:�..�,� '��^� i� _��:, I;_ ' � �sF�i.`;:,_._ ... _,.. , �• • 1 P` �' ;; • '� { il�,,� �,�w�;�� _�a _;� � , � ' - � -t �i �-; .:" �� :` `-`. � I�- � i�� 'yr ' �.�� ." �� i k '? iY`=. � 'Y � �L�_ `' :.;a:�j�. � (Z � '�:f .�''` i Y' � ��" �F„f� ,� � Y' ; ,�,�`''i, + I i - I. I�`''�';t,}i' � i e � - i ( ! � ,� � � �' � �`�✓� � ; , �1.� _ . 'x`�# J�: _ ',�. }: , , � r�i � �i.l :. � 1.s ti .`-'� _•i i�,';I%� `�Y � �.:.��.a .� r`} � '• — � �p 1,�. - ' T i ��.. � � 3 ,:%.' � � �� --�',I\_ F F L`f: � , ` � �.� � i �:� ;e" � � �," �... ` � `t � � :A - � �_: f: o- �:, � i ' � _{:'� � :.-. _�� f: i i ;i �_-��I - �` ..�i i � ` a I ��I j �..#... -� ; � 1 "':� ;`:' . _ - r.- '�^!i"4 ,E. , ^r-n=- ' �! �^' i. ... �� - +'� , � I I I� �'.:`' �=`�.i� f�'�.':i.�, .r-•�y. :� . 9 g�'.('�:" f � ,� } ;�' K '� � I ' ' %'# '� � � I �, r °. / i i i r� � � � � >' H H r T,e3ns.Lhrti„�Ix.. �•�.� 6 t j§ 4 F � .ryw'i`�°�ra`r" � ' • ' »�-- 3� ,�� icAc:ri w..�... �lo _. Cdr1SllYUf,'Ti.Y;EASFiADVT' "'�",�.._�s� {02338521-3} \570010\1600-#]0269021 v2 16 EXHIBIT D LANDSCAPE EASEMENT AREA [see attached] {02338521-3} \570010\I600-#10269021 v2 1'] SKETCH OF DESCRIPTION (PA�� .t aF z} LEGAL DESCRIPTION: LANDSCAPE AND MAINTENANCE EASEMENT #3 A POR710N OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30, TQWNSHIP 40 SOUT}�I, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING �AORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1, BEING BO FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 1, WITH THE NORTH LJNE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; THENCE, LEAVING SAID NORTH LINE OF GOVERNMENT LOT 4, RUN N00'04'10"W, A DISTANCE OF 5.00 FEET; THENCE RUN S89'S5'42"E, A DISTANCE OF 156.32 FEET; 1NENCE RUN S00'31'56"W, A DISTANCE OF 5.00 FEET TO THE SAID NORIIi LiNE OF GOVERNMENT LOT 4; THENCE RUN N89'S5'42"W, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 156.28 FEET TO THE POINT OF BEGINNING. CONTAINS 782 SQUARE FEET OR 0.0180 ACRES, MORE OR LESS. �06 901753 pREPARED FOR: LEGEND CF PBC30-40-43-SODS-REVISED DATE: 04-21-2017 _._____ BRANCH BANKING & TRUST SGALE� 1' = 50' E -cerrm�uNE DRANN Bri PJT CM -CONCRETE MONUNEM CONC-CONCFiEfE COVD-CWERED REVISIONS ca -coHca�rc aw GENERAL NOTES: cw -coucR�wuxwar e -cErrtrsn�auc� �&M-OESCflIBED&HEASUPED 1. Beednp etrucWre baaed on:Norfh Nna d f3overnment Lot4:BeFp ne -oRnnr+nr�Ense�errr SBB'S6'4YE par plaf etnrm in IegBI deecription abow. (D)-oeSCRlanav ow -oarvewar E/P -EUGE OF PAVEl1EM T.Thie auveyor h�not made a seerch d U�e pblic remrtle for ary esur-easEMexr dedba�fa+a��hnqatlurre,remtriUbrre a eesert�le otlyr then eFw�m FH -FIRE HYDRAIfr Altamaf�.7,�'�:eying � �D -FOUND '�;.':,n":�+.��1,�,':,, IR -IRON R00 s 10 8�11 a.rnia skeki,ot oeeerlatlon n�oeen meue mraie eqiusna uee a � -nxc�vacrn �►'��lBf-B,�t}�e:.1 14� tha snttlNm pepered tor,hemn end does not e#and b sry un�amed us �u��-rUaisneo CA{,�Be� [l�'G:�:1±'�27� P�� Nh0 -WJL 8 oisK p�N� �O�rB�'I DZ� dM1' -OVERHeM YflRE OR9 -OFFICNI RECORDS 90q( License��8 f ass Na�'�833 G.ThI6SYlICM1OIOl6CIIPII011I6[iDIOSUNBy. P8M -PUS&MFASURED �A"""' �B -PLAT BOOK www:771�t7rhA,xeu 1fl'�bom 5.Thle IeTbtVeMd�wnhautmes rry�Y.,9! PC -PAQE '�,�•",'N�' 2`".�•' � �b��sO�IR91 P08 -POINT OF BEGINtNNG �`��.�.'"'��Dfiq`iitalfj signed by ��el dlhis Fbrida licaneed 3urveyorand Mepper,unlesa � -��OF COAWENCEMENT ��F�o�iertCJohrson ��'��f�A��IIIIYbV9IM1�.($!S: fl/W -RI�GHTSOF WAY ��-D2tg:2017.04.21 �w.��y�.��°�aipv4na valid9fion).The TR -TELEPHONE PoSER seal eppsaAng on Mla dowmeM was eWior�zed by Roberl C Johneon � _��EMENT _ 09:3&27-04'00' q��p��y�d��ap�. ua -vrum po�e Robert C.Johnson PSM 5557 B - NUMBEft {02338521-3} \57�010\1600-#I0269021 v2 1 g SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: LANDSCAPE AND MAINTENANCE EASEMENT #4 A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECl10N 30, TOWNSHIP 4Q SOUTH, RANGE 43 EAST, PALAA BEACH COUNTY, FLQRIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: GOMMENCE AT THE INTERSECTION OF THE EAST RIGHT QF WAY LINE OF U.S. HIGHWAY N0. 1. BEING 60 FEET EAST QF THE CENTERLINE OF U.S. HIGHWAY N0. 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 FOR A POiNT OF BEGINNING; THENCE, CONTINUE ALdNG SAID NORTH LINE OF GOVERNMENT LOT 4, RUN S89'55'42"E, A DISTANCE OF 0.90 FEET; THENCE RUN S00'31'S6"W, LEAVING 5AID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 75.67 FEET; THddCE RUN N$9'59'20"W, A DISTANCE OF 5.46 FEET; THENCE RUN NO3'58'33"E, A DISTANCE OF 75.85 FEET TQ THE POINT OF BE(�NNING. CONTAINS 241 SQUARE FEET OR 0.0055 ACRES, MORE OR LESS. �oe 901753 pREPARED FOR: LEGEND CF`PBC30-40-43-SODS-REVISED DATE: 04-17-2017 �Rp,NCH BANKING & TRUST SCALE� S' = SO� C' -CEN762t1NE DRAIJN BY� PJT CM -CONCIiE7E MONUMEM cakc-cauca� COJD-GOVERED REVISIONS �P -��R�E P� GENERAL NOTES: W -�oua+�wraxwnr O -CENTRAL nNGLE D&M-OESCRIBF,p�MEq5UqE0 1.Bearlre atrw;Wre bmed on:Nath Ilne of t3overnment Lot 4;Bekp � -DRAINAGE EASEMENi 389'65'42'E letdnw�in 1 pAe�qyg. �D)-DESCRIPPON �P �d�m�� DW -DRIVEWAY E/P -E�GE OF PAtlEYEMf 2.Thia euneyor hea rot rrede a search attl�a p81ic racvrda far ay ESMT-ElSEMENT dsdketione,Ami�tione,�h�tar�or eeaeman�other ihen eFnvm FH - FlRE HYDRAM' Altam�t��a'�,eying h�M. �P� -IRONNPIPE },��41�-` . IR -IRON ROD ;•,,i s.nds s�ceod,oI oeecrlplwn naa uean made rarme ezduswe uee al � -�ac�wcm 91U B�p��`+Al�Y��;�,�� "114� u�a emmee p�ar.a r�r,ne�on and eoee net amr,a b eny unnemea �M)-11FASURED COae�b1l�J�y/'n� '37�:p us -uera�sneo ,�y' �yV pBfd80. NkD -WilL k OISK Ph9QOC 4S�3rB�77�1�21�0 ow -overs�i¢ao x�aE _�,} y ORB -OLGICNL RECpR05 900K LTClflwf�'.BU I pl8, K,0.�'�%�.3 4.ThI6SIm({iM1OTDEQfXIPII0fll6(IDIaSUIYEY. PkM -PIAT dt MFASUREO �A�� PB -PIAT BJOK www.t�l�aiiaqxeuryeyltiej,�om 5.Thla IS'HOly9�1f�'Mlll�lp$f�1BB PG -PAGE �,-_t. SuvsY IgnsWie and the orlpltrel � -Po�rrMr or cwni�r�x.��rawr - :+.�i r�,. ,t�. iaiaed seel o(th's Fbritla liwiwed S�eveywend MePPer.unle� ^.,tv:t!�,:r• pwidedwilhebcboniceip�mtmswiththeabtlttybvelfdsb.(Sss: eM' -�iRSOFwar MwW.B11ef�IB7�Wayitp•WtllfofinebUC6onBa1lslptl�lBvallda4on}.Tlte TR -TELEPH�lE RISER sealappeaAnponlhtsdocumerrtwaseuHwvlaedbyRobertC.bhnsa+ �vr -irricai UE -UfILIfY EASEMENT ontheDeteotllteelx4onbalgnehie. ua -uriun ao�e Robert C.Johnson PSM 5551 � - NUNBER {02338521-3J 1570010\I600-#10269021 v2 20 SKETCH OF DESCRIPTI4N p 'p (PAGE 2 OF 2) �� 7" a,�� . ► J�� Z � a f � � GOVERNMENT LOT 3 w + � 60.0' i �� _��_ � S89'58'4YE 400.94' ———— P.O.B. � �-- ---- j7' � � P.O.C. TN (BEARING BA51S)J ---� � I E R/�5pE US HIGHWAY i 'O ^ N. LINE, GOVERNMENT LOT 4 � &IJ IJ�NE,GOV�LOT 4 .'� � n S1A' ' IJ �^ z W 3 I � m S � f ; � LOT 2 & � 7EQUESTA.4T W/tTEf2WAY m I F F ••PROPOSED PLAT' �(S p �� o I o 2 � � GOVERNME�T LOT 9 � � LANDSCAPE pND MAINTENANCE �� ! EASEMENT �4 LZ �� \� � ' � , � � 3 \ � �__--�'---�------ ---------� - �� g �N. R/W LINE, 1YATERWAY ROAD � �28 7913, PAGE 177Z S — —. � _WATERWAY ROAD (60' WIDE R/W) IJNE BEARING DISTANCE Lt 569'S5 4 E 0.90 L2 N89'59 2 W 5.46 N Altamax Surveying ,� �` GRAPHIC SCALE 910 Belle Avenue, Suke 1140 � � � � �� Ccsaelberry. FL. 32708 W .�c m E Phone: 407-6T7-0200 Lfcer�aed Bueinees No. 7833 � �� www.altamaxsurveying.com {02338521 3} \570010\1600-#10269021 v2 21 SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: LANDSCAPE AND MAINTENANCE EASEMENT #5 A POR1101V OF GOYERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, 5EC710N 30, TOWNSHIP 4D SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PAR7ICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTER5ECl10N Of' THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 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, LEAyNG SAID NORTH L(NE OF GOVERNMENT LOT 4, A DISTANCE OF 101.91 FEET TO A POINT OF BEqNNING; THENCE RUN S89'59�20"E, A DISTANCE OF 7.03 FEET; THENCE RUN S00'31'56"W, A DISTANCE OF 19.79 FEET TQ THE NORTH RIGHT OF WAY L1NE OF WATERWAY ROAD; THENCE S89'S4'38"W ALONG SAID NORTH RIGHT OF WAY UNE, A pISTANCE OF 8.22 FEET; THENCE RUN NO3'S8'33"E, LEAVING SAID NORTH RIGHT OF WAY LINE WATERWAY ROAD, A DISTANCE OF 19.85 FEET TO THE POINT OF BEGINNING. CONTAINS 151 SQUARE FEET OR 0.0035 ACRES, MORE OR LESS. JOB 901753 CF PBC30-40-43-SODS-REVISEO PREPARED FOR: LEGEND DATE: 04-17-2017 BRANCH BANKING & TRUST SCALE� 1' = 50' C` -CENiER1.INE DRAWN BY� PJT CM -CpNCfETE I�MIMENT CONC-COMIREfE C9VD-COVERED REVISIONS GENERAL NOTES: �W -o��E w IIfWAY � -CEN7RAL ANGLE �&A1-DESCRIBEO�MFq511RED 7. BeeMr�p atrucW�e baseA on:Nalh Ilne d�ovammerR Lot4:BaYp oe -oRaxuce Ensr�rrr S89'66W2�per plet dwwn in le�l descdplbn ahove. (o)-o�scaianoN —_— OW -ORIVEWhY E/P -E�GE OF PAVE4IEM 2 This aurvayor h�nat�rreda e eearch af the pt�Fc recvids br sry ESNT-EASEMENT �ICWbRB.HR11f8G0119�IBBAblIW19 W�1{gp�9��g�g�7p� FH -FIRE HIDRANT Aitam. ' "�°^� � -�""° ��'� ��eying IR -IRON ROD . c�•'`>,•„'�.�. �- P1bn he6 UBen made turtlie ezduBNe uea o( � , ✓". 3.TTila 9ke6ch of UeeeH L -MC LENGTM 91� �(�'' 7�:�:��40 tha ertlltlea prepered tor�haron end daes rto[ndand b a�ry unremed ys -N£fAlESHEU �.� , QYG +a�„.`•3�7f� perues. r+e�o -w�a�msK � PhD[�9: 407*;B7�7-Di21+�0 ow -ovcm�no vnaE 4 .misg�dOaecrl � orse -orFicw�aecoxos eoac LiclnYel�`.8Gql�lpe5 NCt'z:�833 W� Ifda$UNBY. PBM -PfAT B&OONFlSUREO www.�I�oihP,xeurvey_7Yi�.�Com 6.ThIe IsRJO�vB�ld'WII110U[tlIB9 PG -PAGE ��=,�' � �111BB11dn7B0[101119I POB -POINT OF BEGINMNC `.•„>.+� , raieedawlofUi'sFbridalicenaedSurvayorandMePPar.unlem � -RPono�iusFco�rx�Exr ��••��::-""• pravidadwMhebchonicalprwtur�withtlieabi Wvalide0s. �Y �� N/W -RIGH�OF WAY �MW�7•B��I�feW9yf7g.Cdi1(OIIfI8h11C11MeoneIQIBU119VBI1(�OII�.'R1e T� _�L�NE RISER seel eppeaAng aethls doamerd was auCarlad by RnbeK C Johnwn UE -Ifr11Jtt ErSEMENt on the DaEe aT the elech�xik eipnahae. ur -vnutr Po�e Robert C.Johnson PSM b551 H - NU619ER {0233852I-3} 1570010\1600-#10269021 v2 22 i SKETCH �F DESCRIPTION p "p (PAGE 2 OF 2) ,� , �''' D,L'Y . � z�l J � \ I � � � GOVERNMENT �OT 3 w I � 60.0' � � �� sas��4re 400.s4• ————— —�-----�— — 7— � � P.O.C. I" (BEARING BASIS)J � I ix�Rsecriau t— E R/W US HIGHWAY i .D N. LINE, GOVERNMENT LOT 4 J dc t3 UNE,GOVf l0T 4 I s�.a` . � � w � �� ag �� ! a� LOT 2 �� I N TE4UESi�AT WATERWAY •—� "PROPOSED PLAT" v'n � � ( � t�� ' GOVERNMENT LOT 4 � � � ` �I �; `� I P.O.$.��^II' 3 � LANDSCAPE AND MAINTENANCF�i , ? \�_——— I EASEMENT �5 � FY a -�---L------ ------- �t �� g �N. R/W LINE. WATERWAY ROAD R ORB 1913, PAGE 1772 < � �WATERWAY ROAD (60' WIDE R/4V) LJNE BEARWG DI5Ti4NCE L7 S89'59 2 E 7.03 L2 S08'31'5G'W 19,79' L3 S89'543 W 8.22 L4 NQ3'58 3 E 19.85 N Altamax Surveying GRAPHlC SCALE �. vf� 910 Beile Avenua Suite 1140 � � � � � Casaelberry. FL 32708 W a .� E Phone: 407-677-0200 Licensed Bueineas No. 7833 � � � � �� www.altomaxaurveying.com {02338521-3} \57001011600-#10269021 v2 23 � � • _ � i � Branch Banking and Trust Company PREPARED BY AND Support Services Group AFTER RECORDATION RETURN TO: 2a00 Reyno�da Road(271 os) 2ntl Floor GRAY ROBINSON PA Wos onXSalem,NC 27102-1220 401 E.Jackson Street,Suite 2700, Tampa,Florida 33602 Attn:JEANET'TE M.FLORES,ESQ. 20 Waterway Road and 101 N.U.S.Highway t Tequesta,FL Property Code: 102445 DECLARATION OF EASEMENTS,COVENANTS AND RESTRICTIONS This Declaration of Easements, Covanants 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: WHER.EAS, 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 refez7red 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 tk�e 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 estabiish 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 tezxx�. "Owner" shall refer to the then fee simple owner of Lot 1 or Lot 2, as the case may be. 2. Ri�hts and Easements Benefittin�,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. Rig�hts and Easements Bene�tting 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 m.aintain, in good working condition and in compliance with all applicable laws, ordinances and regulations, a11 drive aisles and curb cuts Iocated 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 ar 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 detinquency da.te 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 t�es and assessments for the amounts so paid, together with interest at the maximum rate permitted by law fxom the date paid by the non-defaulting Owner until the date such amounts have been reimbursed by the defaulting Owner. 5. Restrictive Covenant Affectin� Lot 2. Without the prior written consent of the Owner of Lot 1, which m:ay 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 follawing: 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 sa long as such use does not unreasonably interfere with the use of the easement areas for their intended purposes. 7. Liability Insurance; Release; Indemnification. #io2sisss�� 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 nninimum 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, representatzves, 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 tertn, 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 cammenced the curing of such default within such thirty (30) day period and shall thereafter diligently and continuously prosecute the curing of sazne 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 Iaw 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 Declaratzon 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 thexx� 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 tl�e 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 entit�ed #iozeisss�i 3 to record in the public records of the County a notice of lien. The tien shall be subject to foreclosure in accordance with the provisions of�'lorida law. Any unpaid amount due under this Section 8 by a defaulting Ovcmer, shall bear interest at the maximum rate of interest permitted by applicable law until paid. 9. Miscellaneous. (a} This instruzx�.ent 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 easeinent areas created by this Declaration are private property and that nothing herein, express or implied, shall confer upon the general pubiic 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 sha11 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. (fl Any provision of this Declaration that is legaily 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 PageJ #iozsisss�i 4 [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 year first above written. DECLARANT: WITNESSES: BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation � By: Print Nam : Name: ' �/� /+��G�rJ� 7 Title: V� 7j/2d3�i��ro,�1 �I'I,ON�F/I�6�lT Pri ame:ZDk�C�r�b NO�;1Rf�/�!I STATE OF j `��'� ) )SS: COUNTY OF ��L�� ) Personally appeared before me, the undersigned, a Notary Public, in and for said County and State,�j��1 ��K��ss� , known to me to be the`1/4 G� �1��s t l3�N 1 of BRANCH BANKING AND TRUST COMPANY, a North Carolina banking corporation, the �(�aA�F�TIot�! F�6RN�E�'l�n!"�which executed the foregoing instrument, who ackt�owledged 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 P��D , `� �f� this 2�1� day of �'uv`�. ,2017. � �,��-- �,,,�dm� �GNE��E��SAH Notary Pu 'c ��yV�S C,�t-C-1 f�"Cl « � � No4ary Public print Narile: �,� �� ST�4TE OF TEXAS My Commission Expires: �t, zl •�t 9 �'g�"`¢ yComm.Exp.08-21-19 #1028t555 vl S 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 N0. 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 1, WITH THE NORTH UNE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42°E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET; THENCE S00'04'10"E, A DISTANCE OF 121.89 FEET TO THE NORTH RIGHT OF WAY LINE OF WATERWAY ROAD PER SAID OFFlCIAL RECORDS BOOK 1913, PAGE 177Z; THENCE 589'54'38"W ALONG SAlD NORTH R1GHT OF WAY LINE, A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER OF RIGHT OF WAY DESCRIBED IN OFFlCIAL RECORDS BOOK 5994, PAGE 289, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE RUN N43'01'45"W ALONG THE NORTHEASTERLY LINE OF SAID RIGHT OF WAY IN BOOK 5994, PAGE 289, A DISTANCE OF 51.20 FEET TO THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1, BEING 51.00 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 1; THENCE NO3'58'�3"E ALONG SA1D EAST RIGHT OF WAY L1NE, A DISTANCE OF 85.34 FEET TO'THE AFORESAID NORTH LINE OF GOVERNMENT LOT 4; THENCE ' S88'55'42'E ALONG SAID NORTH LINE, A DISTANCE OF 9.02 FEET TO THE PQINT OF BEGINNING. CONTAINS 30,952 SQUARE FEET OR Q.7106 ACRES, MORE OR LESS. �oe soi�os PREPARED FOR: LEGEND CF P8C30-40-43-SODS DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE: 1' = SO' rC -CEMEIiIJNE DRAhlN BY� RCJ � -�M�REfE MONIIYEM CONC-CONCREfE CWD-COVEREO REVISIONS GW -cONCRE�TE WALJtY'AY GENERAI_NOTES: a -cFxmnt nuc� D44-�ESCPIBED&AIFASl1RED �.BBBI� ctnwYure Mteed on:Norlh Ilne ot Caavernment Lat 4;Betp OE -�ftA:N4GE FASEMEM � DESC-�ESCRIPIION S89'6642°E paz plat shrnm In lagel desaiplion ebme. ow -rnrvewar E/P -EOGE OF PAVEMEM Z.T}IIBBOIVByO��110tffIB[�eHBlBIC�IO�I�IBPIIbIICIBiC1i�9(Of�iy E54F-EASEMENT ded'w�tbns,�milalbna,reshidioreor�semeMaothertlienahown FH -FIRE HYDRAN� �: +• hereon. �r+o -rrourro Altama�'��r.�ying iP ^IRON%PE IR -IRON ROD <.}y,,^`•.,', 3.This 9tmh3i of�eecriptlon hae Eeen matle br Ihe azcluslva ue ot � -nrsc�ncm i�.�,� MEAS-M:ASIAtED 91 U BQI�',�AY��+°i>r��' 1 140 the entltlae prepared br�hemn and dnae irot e�mend b arry um�emed us -uera�snEo CA9eqjb"b�tiFls"327,� Partlee. ow-a�em+Eno en� PF�p[jp: t1ti+;677-42Q0 oRe -o�ricw�rsEcoaos eoac _r��p 4.ThkSketchofDeccrlpllonbnota3uhey. P�u -Pur x Mc+suaEo L�C011�AUQI,({��C'�H�3 PB -PLAT BOON WWW.�II�/ROXBU��I�,�.ORI r�.��"NOIV��WINiWICNS1011�1IB817d1fISOJIBIli91 P09 -POCT OF BEGINNNC i. � • �•'�aigitaJlj%signedby �aiaedsae�oflh�aPloridaf�nsedSurvayaendMepper,unleao � _��SFCQkMENCEYEM (7��l#otiertCJohnson P��elsehoniesign9turo�vNtihsabNitybval�.�$!s: R/W -RIGNT OF WAY ��("-�-.. DaKe_2077.03A2 �'�"�'��'OR"�"�O"9°"e��'B��O"}'� Tft -TELEPHONE PoSER sealappmhngonthltdoWmeMwaceWwrlaedbyRo6MC.bhroon rrn -naicat - 13:41:15-OS'00' ontheDateoflMeleWon�abnehae. uv -uMnu�rr a-^so�c�T Robert C.Johnson P5M 5551 � - NUMBER #io2sisss�i 6 SKETCH 4F DESCRIPTION 0 'p (PAG$ 2 OF 2) , � �' � O�i.�"Y . � � 1 � , I � + � � � � I P.O.H. 80.p' �ME/R�SyECPON � � &RN LINE�,�C�L07 4 (BEARING HASIS) y� 589,55•4`�rF � N. LINE, GOVERNMEM LOT 4 �O 9.�2� �� ---- S89'55'42'E 245.58' -- � si.o� W � �� N `n �� PROPOSED LOT 1 W �� TEQUESTA AT WATERWAY b �� o � y'� g r s�'';� �OVERNMENT LOT 4 y �� o � �� S89'54'38"W 225.73' 7 a ""_ S� o N. R/W LINc, ORB 1913, PG 1772 & � � � WATERWAY ROAD (64' WIDE R/YY) N Altama�c Surveying �3u� GRAPHIC SCALE 910 Belle Avenue, Sufte 1140 �� 0 � �� ca�i�rty, � ss�oa w a � E Phon� 4U7-877-02Dd Lfoenaed Buainesa No. 7633 � �� www.altamaxsurveying.com #10281555 vl 7 EXHIBIT"B" LOT 2 SKETCH QF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: PROPOSED LOT 2, TEQUESTA AT WATERWAY A P�RT10N OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY N0. t, SECTiON 30, TQWNSHfP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSEC110N OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1, BEING 60 FEET EAST OF THE CENTERUNE OF U.S. HIGHWAY N0. 1, WITH THE NOR1H LINE OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALON6 SAID NOR7}i LINE OF GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET FOR A POINT OF BEGINNING; TNENCE CONTfNUE S89'55'42"E ALONG SAID NORTH LINE, A DISTANCE OF 155.36 FEET; THENCE S�3'58'33"W. A DISTANCE OF 121.76 FEET TO TNE NORTH RIGHT OF WAY LINE OF WATERWAY RQAD PER SAID OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 146.77 FEET; THENCE N00'04'10"W, A DISTANCE OF t21.89 FEET TO THE POINT OF BEGINNING. CONTAINS 18,381 SQUARE FEET OR 0.4220 ACRES, MORE OR LESS. �oe so��os PREPARED FOR: LEGEND CF PBC30-40-43-SODS DATE: 03-01-2017 BRANCH BANKING & TRUST SCALE� 1' = 50� � -GEN(EftLINE � DRAVN BYi RCJ CM -WNCREfE WONI1NFNi CONC-CONCREfE COVO-COVEREJ REVISIQNS cw -ca"vcR�wn°icwnv GENERAL NOTES: o -��aN�� &IA-06CRIBEO&kFASURED 7.Beed stnieWre beaed on.NOMh Yne vf(3ovarnmeM Lot 4;Ba oe -o�niNace ensEuecrr ro tro DESC-OESCPoPfION 5��"��lBf'�9tH�qWIfIfIIEeeIdBdO7P�lOf18�lUVB. pW -DRIVEWAY E/P -E�CE OF PAVEAGENT 2.ThIB8UIY9YOff1if10�1I1lId86BB8R�IM1110Pt/bI1CIBLvlda(ol'9fiY ESui-FASfHEM �ICB1bC18,111111181WM,raatrk�totm oreesamen�olhar tlmn aMVm Fh -K�RE HY�RANi Altarr�a��eying �°"°°" �� -F�U� IP -IRON%PE IR -IRON ft00 '+'i�x6�••s /, =i l -MC LENCTH .�_i +�„ 3.Thb SkaOch of Descrlptlon hee been made for fhe ezcluelre uee d MEfS-NEASUREO 8�d Dpl�'�}��nj�:�,y��' ��4Q 1�IB Bt11�Be�NBP91Bd tOf,hemn erd daee nd eidetW 10 emr unnemed MS -MEfAL SHED �jl�b�RYGL,:N�`�"� Pp1Use. Nk0 -WJL&�SK DW -OVERHEAD W1RE P�� 4Q�?4g��]-DQ� ORB -OFFlCUL REfAR05 6JOK �y 4.Thls 3ketch ot�eacriPtlon Is not a Survey. rxm -rwr x Mrnsuam LICOII�'.Bl�l��Q�%7B� PB -PLAT BOOK Mf�MW:L]I�QRt.QXHII �h�'COIT PG -PAGE _ .�� 5.Thfa Survey le"Not Velid'witlwu[the egnsluie and tha odghrel P08 -POINT OF BEGINNMIG {�-,��•�>�igitally'signedby iaisetl�eaiaFlt+�sFlorwaikenaea3wveyoreMMapper,wleu R� _P��COMMENC£MEM �,{ ��jjj � 'R''oobertCJohnson ��°dw�hek�ctronlcelgnaW�ewiihtheebiritybvslide6e.(3en: e/w -R�r,�roFwnr ji��y�� WNW�BMBmmnlNeylnp.CaR1 fa Illahuolions alBipfIBW18 YBIIdBflofl).ille 'fR -TELEPHDNE RISER F _ Date:2017.03.02 �ee�rna�,r�a�,me�aw��a n�ran�e c.ia�r�m nP -''`�'�"` UE -Vf1LfiY EASEMENf 13:4738-05'00' �y�p��ry�eleehontceign�ue. uP -unurr ao�e Robert G.Johnson PSM 5551 B - NUMBER #10281555 vl g SKETCH 4F DESCRIPTION � 'p (PAGE 2 OR 2} :� � k+ �5L�' . I I f 1 I i I ! � Iz � I 3 GOVERNMENT LOT 3 � lw 6D.p' � J �� r` 589'55'42"E P.O.B. (BEARING BASIS) N. IINE, GOVERNMENT l0T 4 �� ----�_ 2,5.58• —Jl�— � S89'55'42"E 755.36' � P.O.C. I4TE.SECIION E R US HIGHWAY i I �, LINE,GOV!L0T 4 �O 51.�' ' p� ^ �� I � � " ^ � PROPOSED LOT 2 �� b TEQUESTA AT WAi'ERWAY 3 + GOVERNMGNT I.OT 4 � � �� l � �� \� � y � � sss•s4'ss'�w �4s.n' � �t � 'I,-- --- rl 1" - � S N. R/W LINE, WATERWAY ROAD � OR8 1913, PAGE 7772 < - - - �' WATERWAY ROAD (60' WIDE R/W) N Altamax Surveying Sn� GRAPHIC SCALE 910 Bella Avenue, Suke 1140 � �y o �o �oo ca�i�Rr, �. a2�os w 4 � E Phone: 407-677-0200 Lteensed Bueinsas No. 7833 � � � � �� www.altamaxsurveying.eom #io2sisss vi 9 EXHIBIT"C" � SI�ETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTfON: 26' .ACCESS & DRAINAGE EASEMENT ACROSS PROPaSED LOT 2 A ROR'iION OF COVERNM6NT 1.Q7 4, LYING E�lST 0� U.S. HIGHWAY NO_ 1, SEGTION 3n, TOWNSHIf' 4� SOtlTH, RANGE 43 EAS.T, PALM BEACH COUNTY, FL4RIDA; BEING M�RE PARTiCULARCY DESCRIBED AS FOLLOWS: COt�MENCE AT TNE INTERSEC"110N OF THE EAST RIGWT OF WAY L.IN� OF' U.S. HIGHWAY NO. 1, BEING 8� FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY Nn. 1, WITH 7HE NORTH LI�lE OF SAID GOVERNMENT L�T 4; �tiENCE RUN 589'55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A D1STANCE oF 400.94 FEET; THENCE RUN S03'58'33"�/, A DISTAMCE OF 75:85 FEET FOR A POIM1fT OF BEGINNiNG; THENCE CONTINUE S03'S8'33"+N, A DiSTANCE OF 26.06 FEET; THENCE RUN N89'59'20"W, A DISTANGE OF 148.17 FEET; TWENCE RUN Nt76'04'10"W, A DISTANCE OF 26.00. �'�ET; THENCE RUN 589'59'20"E, A DtSTANCE QF 156.01 FEET TO 'iHE P�INT OF BEGINNING. CONTAINS 3,8Z6 SQUARE FEET OR 0.0880 ACRES, MdRE OR LESS. JOB .s0770s PREPARED FOR: LEG�NR c��ec�o�ao-as-so�s �A�: os-ot-2on" ��pNCH BANKING & TRUST SC�hLE� i� = so� �- _,�„�. DRA;WN BY� P.JT � -�� car�c-mrx�re� Cam-d1VFAm RE SlON w -��W�iuxw�r GENERALNOT�S: osu--d��vsurmr 7,peaAng s[rucAUle hasad on:North line of Govemment�Lot 4;Heing �_p��b�� S89°5542'E Per plat shown In legal de��xipfton aBwd. pw �pfnvE}yAY ' E1P -EUGE OF PAVE1iWf' 2.'Ihis surveyor has not made e eeerch of the puhllc records tor any Esr1r-FxgEAfEri! _ . dedicalions,�mitetions,restrictidns or aeseroents other tlian shovm �� -FlRE f11DRANY ' hereon. frm -KouNo. �4ltama�� `�i�ueying_ �P _�%P� x� -uaow.aoo ' �'!�•'��. :�. �� " 3.This Sketch of DascripHnn hes beert mede fqrthe axduslve use uf � -A�� I�0-MFnsunEo S10 Belle'�AYe�ue;:�ii(�e�:1140 ttie eniiflex prepared fur,heron.and does rro[eMend lo any unnamed ,�s. _��Hm C6ee@Il�e1'ey;:-FL•=32�0$ Parttes. ++en -au�a��c- Pfi.sxi�s: A09;,i877—.�f30' o�-�art�icu�i.�canos maz l.tcaneetl�.8uei�{ess, Na':�7833 4.Thls 3ketch of Oescriptfon is not a Surrey, � _�7�u�n www.ylfamq,xsuryeqirig:com 5.Th�sSurveyb"NotValtd"wilhoullhosignNureandtheorigmal rog -�pF p�tlJNNp Digitai{y signed by raisad seal ol'tfiLs Fbrida licensad 3urveyorand Mappe,untees Poc -POMtt oF�oW1�C�pt1 p��Rniiei7CJohnson P�idedwithefactronlcslgnaturewltNthsa611iryto"valldate.(See: R/x� -�pPyp,y ��Cj. 'www,xltamaxsurveying.comlorinsFnic!"wnson9ignatire�detion).'fhe iR_ -�ELEPHDNE WSfR /"-". Oate:2077.03.OZ seal appeadng on ihis docurnentwas authaizad by Robert c Johneon � ^�� 13:45:38-OS'00' on ttea Date of the alearrnk elgnature. Up _y�y� f - �ntMeE2 Robert C.J.ohnson PSM 5551 #10281555 vl 10 SKETCH OF DESCRIPTION C] 'p (PAGE 2 OF 2) ;� � *' O,L�r � . � � IW 1 � � '� GOVERNMENT LOT 3 � �w �^ 8v.o' � �o (BEARING &t515) N, tJNE,GOVERNMENT lAT 4 � -----,�----�- l_____ �� j P�.O�.C. N S89'55'42"E 400.94' ----�� '� � &N 1JNE�COYi�IAT 4 �————— 'n � • � 51.0' � 4i N$ y f �¢ + � LO7 2 I� � � r, I TE4 PR6P SEO PLAT"aY I c0 <u� f �. �;n �� + I 589'59'20"E 150.01' P.O,B. �� cov�RrvtneWr �ar 4 z� � CV �a°D J 26'ACCFSS & DRNNAGE EASEMEM' `j iz \� N� \\ N89'59"20"W 148.17' � -- --------------��_._�— _� �-- �-- �� N. R/W UNE WATERWAY ROAb- ORd 1913, F�AGE 1772 � — — �' -WAIERWAY ROAD (60' WIDE R/W} LJNE 9EARING DISTANCE L1 5b3'58'33 W 28.06' L2 N00'0410"W 26_00' . N Altamax Surveying �,�5�r6 GRAPHlC SCALE 91A Bslie Awenue, Suite 114D �. � � �� Casseiberry. FL 327Q$ w a � E Phohe: A07�677-020.0 Llcenaed Bueineae 1@0, 7833 � �� wivw,el�amaxsurvey'mq:aom #10281555 vl �� EXHIBIT"D" SKETCH OF DESCRIPTION (PAGE 1 OF 2) LEGAL DESCRIPTION: ACCESS EASEMENT (LOT 1) A POR710N OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY N0. 1, SEC110N 30, TOWNSHIP 40 SOUTN, RANGE 43 EAST. PALM BEACN COUNTY, FLORIDA; BE1NG MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INIERSECTION OF THE EAST RIGHT OF WAY UNE OF U.S. HIGHWAY N0. 1, BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 1, WITH THE NORTH LINE OF SAld GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 196.18 FEET FOR A POINT OF BEGINNlNG; THENCE CONTINUE S89'S5'42"E ALONG SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE OF 26.00 FEET; THENCE RUN S00'00'29"E, A DISTANCE OF 121.96 FEET TO THE NORTH RlGHT OF WAY UNE QF WATERWAY ROAD PER OFFICIAL RECORDS BOOK 1913, PAGE 1772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT OF WAY UNE, A QISTANCE aF 26.00 FEET; THENCE RUN N00'00'29"W, LEAVING SAID NORTH RI6HT OF WAY LINE WAlERWAY ROAD. A DISTANCE OF 122.03 FEET TO THE POINT OF BEGINNING. CONTAINS 3172 SQUARE FEET OR 0.0728 ACRES, MORE OR LESS. �oe 901753 pREPARED FOR: LEGEND CF PBC30-4Q-43-SODS-REVISED DATE: 04-21-2017 BRANCH BANKING & TRUST SCALE� 1' = 50' � -cennea�me DRAVN BYi PJT CY -CONCREIE MOM1NENi CONC-CONCRER COYO-COVERED EVISIONS CW -C�ONCREfE WAIKWAY GENERAL NOIES: e -cerrmn�aNc� D&N-DESCRI9E0&MEISURED 1.Bead�aOucW�e baaed on:Nath 11ne of Oovemment Lnt d:Behp OE -DRNNACE EASEMENT S88°bE42'E IataMwnin deeai iotldbOVe. �D)-OESCRIP'f10N P�'P � P�� ow -oa�vcwar E/P -EOGE�PAVEMENT 2.Th�SUfYByR h�110R RIM�9 9 BBBICh 0(itiB Pl1��C 16WId.4�Of 911y E54i-EASQAENT dBdIC91fORB,Ilmlletlw�e,�lace w w�ments othxihen ehwm FH -fIRE HY�WWT FNO -FOI.ND 5� ��' IP -IRON PIPE Altamai�.�i�rr,eying ,R _,�N Roo p�.,�..�V�:.�S�st�:'�.fi,,}��;`y�r+-._ 3.ThIB8lmhtfCfDaaWlPNonhesbeenmedefaftllOB%dUtiVBlmBof �M)-uFAsuREOGiH �� aspqp��11Ud'�.;�7y1�.�� he Bf1�I�IBe PIBPBfBd ifN,heran end daes not e�dend b eny unremed AIS --METAL SHED �l.4�b'YlEJY"v��'.,ti�� PmUes- ow°-"o�w�uo°wi� PhDt�k 4(9if;8�,j7��0 P& -PIi1T dt M WRU�BOOK �n� �y� 4�! 4.�1I8.�OB�f'�•IOf�BfClIP�f116f10tB$UfV6Y. �',BO�IEI�.9.Tt I�V,:�8W PB -PIAT BOOK www:§ItgmAxeurve�!ing,room fi.ThlsSisveyleTbtVafld�wnnartn,aa+�rewreendnreongmei oa =PON oF a�owNwc �%:�'",pigita�ly�signed by �aleea�eal oFtl�ie Fbrkla Iiramed Swveyw entl MePPer�uV966 ROC -RPoAO�NS f COMAIENCEMENT -�ao'[iertCJohnson ��d'M�10�BC��'��1reMI1�1�MB�QI�mw�1�B(8.(`g9B: R/W -RIGHT OF WAT ��^, www.eMmnmwuveyiny.com tor irmtru.ibns m alpnetwevalidetion).The TR -TELEPHONE RISER ! .Dd�C.2017.04.21 see�e�peerhBa+thkdowmeMxaseuUahmdbYF�bertCJohnson ira -rmiu� -- 14:49':19-04'00' ��p�o}y�decfionic eig�ue. uP -u wn�i�E� Robert C.Johnsan PSM 5551 � - NUUBER #10281555 vl 12 . SKETCH �F DESCRIPTION 0 'p (PAGE 2 dF 2} �''� .� � z f �„�� 5�� o z . ¢ J � 3 � � � � w� 60.0' �� 'o � P.O.B. �� ____ ses•�'42'E wss.ss� oZ ---- 3w ------ L7 g ^T- P.O.C. �� INTERSECTION \Q ' E R/1Y.US HIGHWAY 1 (6FqRING BASIS� �W S1,0� , k��,covr toi a N. LME, GOVERNMENT LOT 4 ~ ' 0 �Q I O �p I O o � LOT 1 � � N I N �� ( TEQUES7A AT WATERWAY � � • � F� I "PROPOSED PLAT' � � W I � �� I N � g I ��-N ` GOVERNMENT LOT 4 � � ' om \ I z r,o� � Z Q°' \ z� \ � ��L— c'z �---- -- -- =Up� c.� vi� 1 � N. R/W LW E, WATERWAY ROAD �� ORB 1913, PAGE 1772 a � � _ � WATERWAY ROAD (64� WlDE R/W} � Q � � L[NE CWIEif L1 S89'55'42rE 26.OD' L2 589'54'38'W 26.00' � Altamax Surveying �S�,`y � GRAPHI�C SCALE '� 910 Belie Avenue. Suite 1149 Casselberty. FL 32748 w a m E Phone: 4U7-877-0200 Llcensed Buaineas No. 7833 � �� ; www.altamaxsurveying.com a to2sisss�i i3 . � _. �` � � � u � STORM WATER CALCULATIONS FOR DRA.INAGE 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 March 13, 2017 Revised April 17, 2017 � � '� � „” �, t 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 1NFORMATION APPENDIX B-GEOTECHNICAL REPORT APPENDIX C-PERCOLATI�N 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 ftZ. 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 sy5tem 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 cannected with the drainage system to the west (Lat 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. 1n 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 pians 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 past 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 wiil 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. 1 PROJECT LOCATION MAP - =, �_� � �,� 'y� " � * • �� ,� .,� �... s Y ,�� . �A � � p �� a� _; ,� ; i�� ' » M ,, �>. , r �3' 3 � i� <� 4 � �,i14 �. � ;: i �. « �''' a; , € >..�+�k,.,.`ia r,.:�'�s. . : li gl ;> ' �� . �" �� t�T 2 ��,`�1��! � � �� ,r � .,�, � . , � :. , � - � � . .. � . �� .h . , #g, _ � _ ; . � � ' .... ... .. - . • • • � '"�' �. � �� = . � �� .. ��. :. . >.. "�....... r: ;� . . .. . . .... . . '� .. t;��. L SOI LS 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 soii typically has a thin surface layer of grey sand. Below this layer is generally white sand that extends to depth of more than 8Q inches. Poala sand are near{y {evel to sfoping 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 Conditians (undeveloped): Totaf Area = 0.42 acre Pervious Area = .42 acre (CN =49—undeveloped lawn in fair condition) Post-Development Conditir�rts: 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 Q,3S ac Pervious Area = 0.07 ac (CN=39) l Weighted CN = it}.35 x 9��+ (t7.07 x 3�l 0.42 Weighted CN = 8$.17 Time of Concentration = 10 minutes (minimum required) Water Table: 22' below surface (refer to Percolation Test report) Seasonal High Water Table: EI. 2 ft. (approximate) ICPR —Inter Connected Ch�nnel and Pond Routin� 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 inciudes 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): EI. 13.72 • Top of 12"thick stone layer (above chambers): EI. 12.89 • Top of Chamber: EI. 11.89 (height of chamber is 5') • Bottom of Chamber: EI. 6.$9 * Bottom of Stone (below the chambers): EI. 5.89 (base elevation) prcrpcas�d Sub-�urface S}��em: Length: 83.00 ft. Width: 20.00 ft. Total Area: 1660 ft2 (the sides were not included to be more conservative) Surface Area: (used in the ICPR Model) Bottom = 83 x 20= 1660 ft2 Total Area = 1660 ftz or 0.038 ac � Cumulative Volume of Sub-Surface S stem: Refer to StormTech S readsheet . .. _.. __ .____ � 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 eievation 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 Too1 Site http://stormtechcalc.azurewebsites.net . . _ ___ ____ _ .�ta�"t"r�i'��t' _.. ___-- __ _ ___ ,�:..:�., v ,�.:}�� User Inouts Results Chamber Model MC-4500 Outlet Control Structure Yes(pu0et) Sysiem Volume and Bed Size ProJect Name BBB,T Tequesta Bank Siie installed Starega Votume 6813 cubic R_ ProJect Location Ullaga of Tequesia ProJect Date 01l19/2017 Storage Yolume Per Cham6er 168.2 cubic ft EngMeer H&T Consultants,Inc- Storage Volume Per End Cap 1�1,9 cubic ft Measurement Type Imperial Number Of Chambers Required 34 each Number Of End Caps Requlred 4 each Reqtlired,�iaragc Vapurr� 6750 cubic ft Rows/Chambers 2 row(s)of 17 chamber(s) Stone Paroslty 40% Maximum Length 83 03 ft Stone Above Chambers 12 in Maximum Wldth 20,02 ft Stone Foundatbn Depth 12 in � Average Cove►Over Chambers 24 in App�ox.Bed Size Required 1627 square ft Deslgn Constrafnt Widih Design Corlstraint Dlmenaion zon Svstem Como nents Amount OF Stone Requlred 282 cubic yards Volume Of Excavatbn(Not Includtng Fill) 422 cubic yards Non•woven F�ter Fabrlc Requlred 522 square yards Length Of IsoWtor Row 73 54 ft Woven Ieolator RoW Fabdc 191 square yards PAVEMENTLAYER(DESIGNED t ' ��BY SfTE DESIGN ENGINEEfi) . l _,_�_._.�..,.._.___.,.�l ..�._......_w.�._ �..� __......._...�_� ---...._.�....._...._...__.................... _....__.._ f ...,_�__._.,:_...�..�._....:___.,:..�._�.r:_- �._ __....._...._._�......_.__..............._.-..�..._.....�_. {.. f I._.,..,e _., • _. -.-` '.� •�:. - .. 24� 7.0' .�yr ,- _..,�� =E .: - . ,-K-_,`_' `.� � �� MAX) j �-- ` � • .�. --.,,; ..._ (600ti1v»)MIM -•-� � � � - ___W_....._.....__. d� , ' , . �� 12"(30D mm)MIN � .. _.___v..__..,..._............_#......._ __1..... _'l. .............. . 0 � �- ;. - � - 50• ` - (1525 filrtl) ; �f. `_ i ( £ � F 1 � - .._........._....., . .. 7 �,�t' �' �,: 1 / -- '��- !'�,�f ^E E ;,:,,-. . '' �DEPSHOFSTONET08EDETERMfNED , - _ �� • � - '�: ' �- � ---. � � BY DESIGN EN6INEER 9"(230 mm)MIN � � � � �- 100"(2590 mmj -........... 12"(300 mm)TYP (230 mm)MIN �' �i�.7o�rr.�.ucFf'tE3aalCPRW:1�tt.Nr toHUrB'avCn I#STAi.ldFIJPS h41F.RF RU73N(Y r't#i;t1 VEli(XES 1MY O{x',f:� INGHfA5G O�V?�RTD 3Y17W ntM 8 ADS Stormtech 2016 of 1 3/28/2017 11:42 AM � ProJect: �k a� ChamberModel- -..:N{�:°�.. ��"_ ��!�11■�a;wa.a�' Units- . h11.rid C t.+s x .'�••, .,W�.,.r�• " Number o7 Chambers- 3{ "�"""' `%� Number ot End Caps- ��"��-. Voids in Ihe slone(porosity)- �C�. Base of Stone Elevation- 889 R ��••�-�-�- - AmounlotSloneAboveChambers- 12�-- - ko ("`----��°'� Amount of Slone Below Chambers� 1 - - in � Area ol syslem- 7' st Min,Area- 1372 sf min area .... _ . __................._..._.__.... - Stvrm7eah MC,4Sp0 Ctimulaittua�tora e 1��1un��s ? H_ ot sl�is rnaeinanrat Hictnenentar nae ` �ystem C�cr si�e End Caf, L�Lers E�!cap Sforie__. Ec�xssla x s'yatem �c( aii�C}eet p7Diateet trrbi�faet „ cu !be! . .. -�s}. . ,_ 6d Q.t19 0.00 0 00 0.00 64.23. 5�{.23 g$1+F.p4 t?.Rg 83 0 00 0 00 0 00 0 00 54-23 5A 23 6759-80 12-81 82 0 00 0 00 0-00 0,00 54 23 5A,23 6705-57 12J2 81 0,00 Q-00 000 000 54.23 SA.23 665L34 12-64 80 0 00 6 00 0 00 D 00 54:23 5423 65H7 10 12-58 79 0-00 0 00 �UO 0.00 54.23 54 23 6542 87 12 47 78 0 00 Q 00 0:00 0.00 54 23 54 23 6ABB 64 12 39 77 O.QO 0 00 0 00 0.00 54 23 5-0 23 6A34 40 12 31 76 0 DO 0 00 0.00 0 00 54,23 54 23 6380.17 72,22 75 0 00 0.00 0 DD O.OD 54 23 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 �00 1 39 0.00 53 68 55,07 6163 24 11,89 71 0 12 0,01 3 95 Q,Oq 52 64 5fi&3 6108 17 11,87 70 0 16 0 03 5 60 0 11 51.95 57 66 6051 54 11.72 69 0.21 0 OS 7 10 0 79 51,32 58.61 5993.88 11 fi4 68 0.27 0,07 9 12 0 27 50 48 59:87 593528 11.56 67 0,45 0,09 15 39 0 35 47 94 63 68 5875 41 1�,47 66 0 67 0,N 22 62 0.45 45 Ot 68 OB 5811 73 11 39 65 0.80 014 2717 057 43,14 70.97 5743.85 71.31 64 0 91 0,17 30 BB 0 87 41 61 73 16 5672,78 7'1.22 63 1.00 0,19 3410 D,77 4029 7575 559982 11.74 62 1,09 0.22 3697 O86 3910 76-93 5524.46 11,06 61 1.16 D.24 39 56 0.87 38 02 78 55 5447.53 10.97 6D 1.23 027 41 96 1.OB 37.02 80 06 5368.99 10.89 59 130 0,30 44,19 1J8 3606 81-46 5288.93 W.B1 58 1.36 0 32 46,27 1.2g 35 21 82 77 5207 47 10.72 57 1,42 0.35 48,24 1,39 34 3B 84 01 5124.89 '10,64 56 7,47 037 50,09 1,48 33_60 85._1B 5040.68 10.56 55 1.53 0,39 51,86 1.56 32 88 8629 4955.50 10 47 54 1:57 042 53,53 1,87 32._75 87.35 486921 '10,39 53 1.62 0.44 55,13 1,76 31,48 88.37 4701.86 1031 52 1 67 0 46 56.65 1.85 30.83 89.33 4693.49 10 22 51 1-71 0.48 56,11 1.94 30-21 9026 4604 t6 �0 t4 50 1 75 0 50 59 5D 202 29.62 97.15 4513-90 10.06 49 1.79 0.53 60_84 2.10 29,08 92.00 442275 997 48 183 055 62,72 2,18 28.51 92,82 4330.75 ' 9.89 47 1 86 0 56 63.36 2 28 27,99 93.60 4237 9q 9 81 46 1 90 0,50 64,54 2 33 27.48 94,36 4144.34 9 72 45 1.93 0.60 65 68 2,41 27,00 95,09 4049 98 9 64 44 1 96 0 62 66 7B 2 48 26,53 95,79 3954.89 9,56 43 2 00 0 64 67_83 2 55 26 08 98.46 3859,10 9 47 42 2 03 0 66 68 85 2.62 25 64 97,12 3762 6q 9.39 4t 2�5 �67 69�83 2.69 25,22 97,75 3655 52 9.31 40 2 08 D 69 70.77 2 76 24,82 98,35 3567 77 9,22 39 2�1 0 71 71,67 2 83 24 43 98.94 3469 42 9.14 38 2 13 0 72 72 55 2,90 24.05 99,50 337�48 9-06 37 2.16 0.74 73 40 2.96 23.69 70D.05 3270.98 8 97 36 2 10 0 76 74 21 3 02 23,34 t OD 57 3770.94 8.89 35 2 2'1 0.77 74 99 3,09 23.00 101 08 3070 37 8.81 3-0 2 23 0.79 75,74 3.15 22 68 107 57 2969 29 8 72 33 2 25 0 80 76 46 3 21 22.37 102 03 2867.72 8 64 32 2,27 O.B2 7716 328 22,06 102,50 2765,69 8.56 31 229 0 84 77.83 3 36 27 76 102.95 2563,19 B 47 30 2,3� 0 BS 78 47 3.38 21 49 103 34 256024 8.39 29 2 33 0.66 79 OB 3.43 2123 103 74 2456 90 8-31 2B 2,34 0 B7 79.67 3 49 20�97 104.13 2353.16 6 22 27 2,35 0 B9 8D 24 3 54 20 72 104,50 2249,93 8.14 26 2 3B 0-90 B0 78 3.59 20-_49 104.85 2144.53 6,{l6 25 2,39 0 91 81,29 3,6-0 20.26 105.19 2099 67 7 97 24 2,41 0-92 8179 3,69 20.04 105.52 1934.4& 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 78 19 64 106:12 1723 13 7.72 27 2 A4 0.96 83.12 3�83 19 45 106,40 1617�07 7 64 20 2.46 097 83,53 3,87 19.28 106,67 1510.60 7.56 79 2.47 0 98 83.90 3 91 19_11 106,92 1403 93 7 47 18 2 48 0-99 8-0 26 3,95 18,95 107 16 1297A1 7 39 '17 2.49 1.00 84.60 3.99 18--80 107 39 1189.85 7,31 16 2 50 1-05 84,92 4,03 18..65 '107.6D 1082 46 722 15 251 tA2 8522 4_O6 18.52 10780 87A,86 714 1 A 2.57 1.Q2 65 50 4.10 7 B>39 107 99 867 05 7,06 13 2.53 1.03 65.92 4.73 18,21 108.26 759.06 6.97 72 0 00 0 00 0,00 0,00 54,23 54 23 650.80 6.89 N 0,00 0 00 0,00 0-00 5433 54 23 596 57 8.81 10 0 00 D,00 D 00 D 00 54.23 5423 542-33 6.72 9 0.00 0.00 0.00 0.00 54,23 54 23 468--10 fi 64 8 0 00 0 00 0,00 D,00 54.23 54 23 433 87 6.58 7 0 00 0 OD 0-00 0 00 54.23 54 23 379-63 6 47 6 0 00 0.00 0,00 0 00 54.23 54 23 325.40 6 39 5 0 00 0.00 0,00 0 00 54,23 54 23 277 i7 6 31 4 0 00 0 00 0,00 0 00 5-0,23 54-23 216 93 6 22 3 0�00 0 QO 0 00 0 00 54,23 54 23 762.70 6 1A 2 0 00 0 00 0-00 0 D� 54.23 54,23 108 47 6 06 1 0.00 0.00 0.00 0-00 54 23 54 23 54 23 S 97 � ICPR RESULTS . �� . 25 YEAR 24- HQUR STORM EVENT . %-�`4'� �¢-E�;�- _ __�:�--��_�_,__��_ - ��---��.v��:��_�___�___=4- .s=__��_r.x._.�.-=._�r-�.�_w_.,��m,.._.�M- _.__:� �c381n5 �..-�:_adm==_-._ww.,....�=.�-_=�:�:��:�-.Mc:��-�m-._____-_.-___ - Name: Post 1 ?Jode: 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 Areatac) : 0.710 Time Shiftthrs) : 0.00 Curve Number: 79.15 Max Allowable Q(cfs} : 999999.000 DCIA($) : 59.00 Name; Post 2 Nnde: Chamber 2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh489 Peaking Factor: 984.0 Rainfall File: Flmod Storm Duration{hrs) : 29.00 Rainfall Ainount(in) : 10.500 Time ot Conc(min}; 10.00 Area{ac) : 0.420 Time Shift(hrs) : �.Qd 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; Uh984 Peaking Factor: 989.0 Rainfall File: Elmod Storm Duration(hrs} : 24.00 Rainfall Amount(in) : 14.500 Time of Conci�in} : 15.00 Area(ac) : 0.710 Time Shift(hrs) : 0.00 Curve Number: 49.00 Max A1lawable Q{cfs} : 999999.000 DCIA{$}: 0.00 Name: Pre 2 Node: bndry Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh989 Peaking Factor: 984.0 Rainfall File: E'lannd Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 10.500 Time of Conc(min) : 15.00 Area{ac} : 0.920 Time Shift(hrs) : 0.00 Curve Number: 99.00 Max Allowable Q(cfs) : 999999.000 DCIA{$) ; 0.00 =�==�Nodes =��=�_3__�-_�-��w.�__:.�_�r__��-�:y_�1_�.r�_�_�-��-��-�-,__=�w r� _�__.�_�-�------ -�__��=e__...�__��__��..�_s��a��:-:--==:��__.�.�=_.��:__��_��_�y�=�W�rrTMTM��r_��_-��_.-___f.� Name: Chamber 1 Base Flowicfs) : 0.000 Init Stage{ft) : 10.350 Group: BASE Warn Stageift) : 17.350 Type: Stage/Volume Stage{ft) Volume(af) 10.350 0.0000 11.350 Q.0189 12.350 0.0600 13.350 0.0917 14.350 0.1300 15.350 0.160d 15.350 Q.1800 Interconnected Channel and Pond Routing Modei(ICPR) �2002 Streamline Technologies,Inc. Page 1 of 4 17.350 0.2000 ^W~Name:AChamber�2�m�^ � Y�Base�Flowicfs) :^O.00OyV��Tµ '�'��rnvStagetft) : 12a8g0 Group: BASE Type: Stage/Volume Stage{ft} Volumetaf) _�______--5.890 �_^_� 0.0000 6.890 0.0120 7.$90 0.0400 8.890 0.0700 9.890 0.1000 10.890 0.1200 11.890 0.1400 12.890 0.1600 �W�Name: GW�Sinkµl��W��y��se Flow{cfsj :m0'OOOM^v��' �µ�Warn Stage{ft) :�100300 Group: BASE Type: Time/Stage Time(hrs) Stage{ft) _____,.___--_0.00 ______ MT4.000 999.00 0.000 ��T`f�Name:TGWMSink�2^ � ^��M^ Base`Flow{cfs) :�d.OQpw^WMM^-�-�Init�Stage(ft) : 2.000 6roup: BASE Waxn Stage{ft) : 11.0�0 Type; Time/Stage Timeihrs) Stage(ft} w___��_ _»_0.00 _______-_ O.d00 999.00 0.000 w� V�Name: Outfallm �wM W~Ty�BaseWFlow(cfs} :TO.Q00^Y4 W J �~Init Stagetft) :�3.900 Group: BASE Warn Stage(fti : 12.800 Type: Time/Stage Time(hrs) Stage(ft} _____��___�0.00 _.�___. ___3.900 12.00 11.800 24.00 5.900 __-= Drop�Structures =mm�._.__-�___��_. . --=,.��.�.�s-�z=�-____�_"'�=.-_--s�_m��_��_my _ .-..�__�___ ��.__�__�w - . =_ .z�_�_-__��_._._��___�_-��.�._�M�s . Name: DS-1 From Node: Chamber 1 Length{ft) : 68.00 Group: BASE To Node: Chamber 2 Count: 1 UPSTR�AM DQWNSTREAM 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) : 18.00 18.40 Znvertift) : 7.230 6.890 Exit Loss Coef: 1.000 Out1eL Ctr1 Spec: Use dc or tw Manning's N: 0.013000 0.013000 Inlet Ctrl Spec: Use dc Top Clip(in) : 0.000 D.QdO Bot Clip(in} : 0.000 0.000 Solution Incs: 10 Upstream FHwA Inlet Edge Description: Circular Concrete: Square edge w/ headwall _. _ _._ Interconnected Channel and Pond Routing Model(ICPR) C�2002 Streamline Technologies,ine. Page 2 of 4 Downstream FHWA Inlet Edge DesCription: Circu2ar Concrete: Square edge w/ headwall *** We�r 1 of 1 for Drop Structure DS-1 *** TASLE Count: 1 Bottom Clip{in) : 0.000 Type: Vertical: Mavis Top Clipiin) : 0.000 Llow: Doth Weir Disc Coef: 3.200 Geametry: Rectangular. Orifice DiSc Coef: 0.6Q0 Span(in; : ].2.00 Invert(ft? : 15.SOd Rise(in, ; 99999.Q0 Contxol Elev(ft) : 15.SQ0 �� WName:WDS-2~_m�V+v��W "'M�„From Node:aChamber 2 Length(ft) : 70.00 Groupe BASE To Node: Outfall Conntl 1 UPSTREAIv1 DOWNSTREAM Fxiction Equation: Automatic Geometry: Circulax Circular Solution Algorithm: Most Ttestrictive Span(in) : 15.00 15.�0 Flow: Both Rise{in) : 15.00 15.00 Entrance Loss Coef: 0.000 Invert{ft) : 10.650 8.4B0 Exit Loss Coet: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top C1ip(in} : 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in) : 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edqe Description: Circular Concrete: Square edge w/ headwall Downstream FxwA Inlet Edge Description: Circular Concrete: Square edge w/ heaciwall *'** Weir 1 of 1 for Drop St=ucture DS-2 �** TABLE Count: 1 Bottom Clip(in) : 0.000 7'ype: Vertical: Mavis Top Clip(in) : 0.000 F'low: Both Weir Disc Coef: 3�200 Geometry: Rectangular. Orifice Disc Coef: 0.500 Span{in) : 36.00 Invert(ft) : 12.000 Rise(in) : 9999.00 Control Elev{ft) : 12.000 ------------._�._.w.-...r� .,_._.� =_= Percolation Links ==-ss=_._____._._._.___._.__r�z.--�------_...�___�___.------ ___�w��__��.��> .,.,��.�_��. ._ �.-�,�c-=-L--g_____._._.��u_��_.__��._��_.�-----�--____�,��_��.�_��w..�_�._____-�_.._��W�===' Name: Perc 1 From Node: Chamber 1 Flow: Both Group: SASE To Node: GW_Sink 1 Count: 1 Surface Area �ption: User Specified Bottom Elev(ft) : 10.350 Surface Area(ac) : 0.050 Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Sase Elev(ft} : p.000 Perimeter 1(ft) : 200.000 Water Table Elev{ft) : 2.000 Perimeter 2(ft) : 600.000 Ann Recharge Rate{inlyear} : Q.000 Perimeter 3(ft) : 920D.000 Horiz Cqnductivity{ftfday� ; 3Q.000 Distance 1 to 2{ft) : 50.000 Vert Conductivity(ft/day) : 30.000 Distance 2 to 3(ft) : 950.000 Effective Porosity{dec? ; 0.300 Num Cells 1 to 2: 10 Suction Head(in) : 4.170 Num Cells 2 to 3: 95 Layer Thicknessift) : 6.350 ~�~�T Name:�Perc 2� W� rv�W�� WFroan��ode„wChamber�2�« Flow: Both Group: BASE To Node; GW,_Sink 2 Count: 1 _ ..-. _ _......_.._ _..... . _ Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Ine. Page 3 of4 _ _ _ _ Surface Azea Option: User Specified Bottom Elev(ft) : 5.890 Surface �rea{ac? : �.040 Vertical Flow Termination: Horizontal Flocr Algorithm Aquifer Base Elevtft) : 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) : 9174.000 Horiz Conductivity(f.tldayj : 30.000 Distance 1 to 2(ft) : 50.000 vert Conductivity{ft/day) : 30.000 nistance Z to 3(ft) : 950.000 Effective Porosity{dec) : 0.300 Num Cells 1 to 2: 10 Suction Head(in) : 9.170 Num Cells 2 to 3: 95 Layer Thickness(ft> : 3.890 __--_-��-w---�:--:-�-.=�M:x��u�,;�t��:-_��:�_��w�m��.:-�--�-�-��.�,.-��:��_��r��x,�,==T,=_�=�= _�w ___= Hydrology Simulations -�.-<w��-��xm�---��-��_yr_�_�-�z_��=�__-_-��,.___..��._..,��-.:��-.ww-.:- IVame: 25yr-24 E'ilename: Y:\BB&TlTequesta\Drainage\25yr-24.R32 Override Defau].ts: Yes Storm Duration(hrs) : 24.00 Rainfall Filec Flmod Rainfall Amount{in) : 10.50 Time{hrs) Print Znctmin) 30.000 5.00 _--= Routing Simulations =___-,��_..��--��-��-��M��-�:��W_��_=_i-r.��_ ----- -.:.-w c.�.....�.r.—_��.=-.cc�csssom.axz�.-.....c._C.',...i'i—Ct�C—C6.Y8.�CSesc:�m�.C�K:Ya�_::�C�.'.��L5.�3—��Cr.L^.^...^��'�s:�.-.s'T'.�':�x'-m'�:':nk.-.��w.—.— Name: 25yr-29 Hydrology Sim: 25yr-24 Filename: X:\I3B&T\TequestalDrainage\25yr-29.132 Execute: Yes Restart: No Patch: No Alter.nati.ve: No Max Delta Z(ft} : 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time{hrs) : 0.000 End Tittte{hrs) : 30.00 Min Calc Time{sec) : 0.500Q Max Calc Time(sec} : 60.0000 Boundary Stages: Boundary Flows: Timet��s) PYint Inc{min} 999.000 15.000 Group Run }3ASE Yes __. _.. . _ lnterconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Ine. Page 4 of 4 Basin Name: Post 1 Group Name: BASE Simulation: 25yr-24 Node Name: Chamber 1 Basin Type: SCS Unit Hydrogxaph Unit Hydrograph: Uh984 Peaking Fator: 489.0 Spec Time Inc {min} ; 1.33 Comp Time Inc {min} ; 1.33 Rainfall File: Flmod Rainfall Amount (in); 10.500 Storm Duration (hrs): 29.00 Status; Onsite Time of Conc (min): 10.00 Time Shift (hrs}: 0.00 Area (ac) : 0.710 Val of Unit Hyd tin) : 1.001 Curve Number: 79.150 DCZA (�): 54.400 Time Max {hrs) : 12.02 Fiow Max {cfs� : 5.19 Runoff Volume (in) : 9.358 Runoff Volume {ft3) : 24119 Hasin Name: Pnst 2 Group Name: SASE Simulation: 25yr-24 Node Name: Chamber 2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 9a4.0 Spec Time Inc (min) : 1.33 Comp Time InC {min) : 1.33 Rainfall File: Flmod Rainfall Amount tin) : 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 {$) : 98.000 Sime 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) �2002 Streamline Technologies, 1nc, Page 1 of 1 Max Time Max Warning Max Delta Max Surf Max Time Max Max Time �ax 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 12.96 15.49 17,35 0.005d IQ59 12.00 5.18 12.46 1..22 Chamber 2 BASE 25yr-24 12.60 10.77 12.89 0.005Q 897 12.00 3.15 12.19 0.69 GW Sink 1 BASE 25yr-24 0.00 0.00 ].0.35 -2.0000 t� 12.46 1.22 0.00 �J.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 Z2.00 11.80 12.80 0.0117 p 0.00 fJ.00 0.00 f7.t7(7 Interconnected Channel and Pond Routing Model(ICPR) U2002 Streamline Technologies,Inc. Page 1 of i Max Time Max Max Max Time Max Max Time Max Name Group Simulation slow Flow Delta 4 US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs Li� hrs ft DS-1 SASE 25yr-24 C.00 0.00 0.000 12.46 15.49 12.60 10.7? DS-2 BASE 25yr-24 C.00 �.ii!i 0.000 12.60 10.77 12.OG 11.80 Perc 1 BASE 25yr-24 12_46 1,2'L 0.578 12.46 15.49 0_00 0.00 Perc 2 BASE 25yr-24 12.19 �.6? 0.551 12.60 10.77 C.00 0_00 Interconnected Channel and Pond Routing Model{fCPR) 02002 Sh-eamline Technologies, Inc. Page 1 of 1 ! Simulation 25yr-24 16 .-- - � Chamber 1 Chamber 2 ' i f �4; . _�. _. � ; I G ; �2� ; � � 10' � � . .� � s : _.. ; I � ; s ` ; q .. _...._ . 0 20 40 60 80 Time(hrs) . . . Interconnected Channel and Pand Rauting Model(ICPR) �2002 Streamline Technologies,Inc. 100 YEAR 24- HOUR ST�RM EVENT ' ;��t'�-?��. I3a�in Name. f'ost 1 Groua :�ante; TS�SG 5i.mul.at.a.on. :�.�Oyx-24 �ad� jlame: Chamber. 7. B�sira `I'y�e: SCS Unit Hyc;z�ogrr3ph Onit Hydroc�ra�h: Uh4£i4 Peakiny I'ator: 98�3.� Spec Time Inc (ntiny ; i.33 Co_np "'ir.:te Inc ?niin) ; 1,33 Rai.nfall. I'i.le: k.l.ntod Ra.i.�fal:�. Amiount {i.n} : :�.�.SJO Sto.r.m nurata.on ihr.sS ; 7..�.(}� S;<.ttz.;: Ott,ite 'rim� �£ Conc lman) : 1J.00 fiime Shift {Yizs} : 0.00 �re� tac} : ;}."7lJ Va1 0` ilni� Hyd (in} : 1.001 Cuzve N asnb�z: 79.">50 ]3CI75 (,} : 5°.000 ';"imc: I�aY {I7rs) = i2.Q2. ?°law Ma�. icfs) ; "7.30 Runoff Voltirete ;i��) : 13.298 Runc��f Vc�.l.ume (ft3) : 34279 Basin �tame. Post 2 Grvuo Name. I3A5E �irlulaLion; 10�y�-24 Noc�e :�Iame: Chami�er 2 Basi:� `Cype: SC;S :7ni.t Hydz-ogragh Unit Hydrogranh: IIh9£i4 I'eaki.ng F'ator: 984.� S�ec Time Ts7c ;r:tin} : 1.33 Camp Ti.r�e Iz�c tmi.n) : 1.33 IZainfa]-1 File: F'3.mnci Raira�all At�4unt (ici) : 14.5Q0 S`drm Dur_ation ;hrs} : 29.flt7 Status: Onsite `r'].IRE O� CVI1C i��Ylj : Z�,O� `I'1R1� S�11ff: (.77ZS) : �,QU AI'Qd {c7�} : 0.1�Q UO�. O� C,ERIt: I'I�C2` {].71T : �.�C)� Ci2TcT� NL1YIt�7f'T: SS.I�IO CC>r': lY>} ; '��.��}(i `r`ilifL' �'1s'3X (�`t�S} : 1.�.6� �'.�.OW ',>1d X �.'..`k``5) » r�.ix t� I�unoff Volusnd tin} » 13.657 itusYdf�'r Volu;r.; (f`:37 : 2082I 3ra:>i�n Nrz:ne: Pre 1 G�oup Nrzme: AA5E Saanulr�atio:zt t�0y.r.-24 Nade Na�n�: b:��ry t�asin Ty�e: S:;S C7ni c Hydroc�ra�h Unit Ilydrogr�aph� Uh4�9 Peaking �`�torz 434.� 5pec Tir€�e Lnc in�inl ; 2,�J� Com� Time Inc ir2i_n) : 2,03 Painfall �'i.].e: FZmod Rai.nfall �lmaunt iin} : 19.5�Q Siorm ()uratiari iY��s} : 2�i.�0 d Status: Onsite °t'ime ofi Conc (min1 : 15.00 Time Shi.f..t {hrs) : 0.'�0 .F1.YPd (3C} � n.7�.�' Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies, Inc. Page l of 2 V41 oa L7n.i.t Hyti {iri} : 1.(3t30 cur�r� ��: ��.oao �czn t�}: a.000 °r�.me Max thrs� : Zz.o� T'low Max {cfs} : 3.96 Runoff LTo2tzme tin) : �i.7�7 Ftunoff_ Votume {�t3) ; 1"7�89 Basin Name; �'re 2 �raup Idame; F3ASE Sisnulatiari: lOt7yr-24 Nade Name: bnBry �iasin Type: SCS Unit Hyd.r.�graph UniL' Hydrograph: Uh984 Peaking F"ato.r: �89.0 Sp�c Time Inc imi.n): 2.00 Co�np 'L'i.zne Szac (min}: 2,00 R�infali File: Flmocl Raanfall Amount {in} : 14.50a Storm DUFation {hrs} : 24.00 Status: C3nsite Time of Conc (min}: 15,04 Tims Shift {hrs) : 0.00 Area {ac) : Q.92Q Vcal og Unit Hyd {a.n} : 1.QOC Cu=vP Number: 49.(}QO �cz� t�� : a.000 Time Max (hrs} : 12.�3"7 �low hlax (cfs} : 2.34 Runaif Valume {in) : 5.747 Runoff Vol.ume {ft3) : 10285 - Intercannected Channel and Pond Routing Model(ICPR) �2002 Streamline Technoiogies,Inc: Page 2 of 2 ,--W.= a3asisls ��<:::_:_:.....,.:-:: �.:w.��_�.W.�._.,W___-_:-=_._-_ .._....K.:. -.--e.Wr_=._ ___�.-z��--=. .�u.vm..>..__ __�_�_.__..�.:_ Name: IJost 1 ;�locze: C;harioer 1 StaL'us: �!asiL� �rOUp: BA.t'iE 'I'�+�JE',; SC:z Uz7i I: IlydrC�qZ tp:l ChT TJrait. Ffydrograpl�:_ (J��89 Peaki.ng ractos; �8�.l� Rtairzf:.�ll F"a.1e: �'1.mod Stor.m Luratz.nn{3�rs) z 2�.00 Rain.fall Amcunt{in) : 1�3.5{;(; 'I'i.me of C;anr.(r,iin}:_ ;p.Cq Area(ac) : 0.7iQ `I'inie 5hift(Pi��s): O.QO �tarve Nun�er.- '9,i5 �°�4x �,ilo��aiale �ict's}: 999'��9.�� CIF�i�i : 5�.�^u N3ITiG'.: I�USps 2 N�de: :;hc�a:�23er 2 St�.tus: Onsite Grc�up: �A�E `€'YP�: 5:i Unit Ilydre�grat�h GN Crnit Hydrogr.aph. U?�994 Peakinc� �actor: 984.0 Rain.f.all F'i l_e; E'l..mtid S�oxr.t I�urati.on(hr.$) : 7..4.bC7 Rainf�ll F��ount{iri} ; 19,`i0t3 Ti.zne c�f �onc(mi.n} ; IO.t30 Area{ac? : G.92J '.C'im€� �hifl(hrs} : 0.00 Curve Numt}er: 6f3.I"t ri�a_c Rllowable Q{cfs} : 999999.a�� DC7A{�) ;- 96,Oa Name: 17re 1 Node: bnciry Si:�attays C)nsit�: Group: BASE Types SCS t3nit: Ayd?-oyrapYi CN Uni.t Nycirn�r�ph; Cl:r��34 Peaking �'ar_to.r: r8�1.�3 Rainfall T'il�: �'lz;�od :storm Durati.on{hrs) : Z�i.p0 i�ai_n.f.all I�mount,in} : 14.50C TirnE af Conc{mint � 15.c�0 Ar.ea(�c) : 0.7:�� Ti.me Sha.ft.{hrs} : 0.(�0 Curve Nur.ibe:r� ��},JJ Max �=`_:owable g(cfs) : 999999.0(?C DCT.A;�S} ; Q,�� ••m M•.• y N"rdi[1P..Y i�Y�P. �� xipC'lP: .T.3:IL".�x::V 51f23C=t::i: i�Ci;i:2.1:E :;rou�; L3ASE 'I'Y��: SCS C;siit :iydragraph CN Un�.t Hyt�x:�gr.apli: Uh9E3� Peak.i.�g Factar: 984.0 Rain�r�i' k?le: Fl.mnd Sto�m 'uur.a`ion it�.rs) a 29.OQ �aini'�11 As:iouz�t{_ni : 14.500 "�"i.;ne <af ;.c>:ic{;nin7 : 15.00 Al"'L'd(dC) : �.�2� �7.TCF: $}71:��:{11Y�5) : a7.�d �urve Numk�er: 49.00 M3x Allo�rable Q{cFs) : 939999.C?00 [?CS7�{$i : 0.00 �............._ NO:�GS ��_�.s_W:__�:�:::�,::::s_..�:-::,�»..=.�x.:,:x=�-.�..�;__-as�.�.:W�:�.-::,:��.�.-z�nW��.��_-_-_,��.:--�:��x�-��r.:-.:,��-,.s.,�:.:�-_:�._x.�_.�._._......_._.__ ...a N�me» Cha�nber 1 i3ase flow{cf�} : 0,0�0 Init 5�ag�{ft) : 1.0.35� Grou�: AASE T�aarn Stage(fr_} : 17.35D Type; St�r�e/Val.u:ne 5tage{:t3 v<>].umeia.f..) 1�3.35U �,�000 11.35D J,0189 12.3�0 O.J6�J 13,3�0 �.0917 1r�,35� �.13{�0 15.350 0.160(� 16.350 C.l£#t30 lnterconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies, Inc. Page 1 of 4 i�.��o a.�oco __---`Name:WChamber_Z____._.e_M-_�aseWFlow(c`s1 =MC.U�G `_`_`- Ini� �taq�ffL'} : 5.69G Group: BASE ��rn u�t��2(fti � I7...8�� Type: Stage/Voiume Stac�yeift) vo.umet�,.} �.#�9{� Ci,tl(lClfl E�.890 �.G2"LO ";'.89(} Q.0400 8.�i90 G.0700 9.890 Q.10fl0 �c;.ay� o,:c2ffo z�.��o a,��i�o 1.2.fl9�i o.��u� __.._ ��fame:�GS7w5ink_�______-.--_-•BaseTI'lo�a(cfs} �T�,+J00'------_ _It'zit: Stageift): 'L.00Q Group: �3ASE War:� Stage(ft3 : iC.35Q Ty��: TimejS`.age ':i�r;e(hrsk Stdr�E{ft; 0.00 0.4Q4 v99,OD O.Q00 _.___-_Nr�mr;µ:,WmSink_Z_..___.�_____Base�F'lvw(cfs) .V.O.Q�O__..__-- " Init Staye(`y) ; 2.(l0� Gic7uT�: T3AS� 13arii St�3ge;d'C 1 ; 1l.,0�0 Type: TimelStage Time(hr:� Stage(ft) � fl.00 0.000 '?9{).C�C� O.Q00 _•-----..____-.----.�____...__._„..._.___..._...__._.__...._„.,._...„.�_.__________�_ _., i�ame: �atfr,l.7. �ase Flowtcfs} r O.:J00 En�it 4ta.�Ef.;.} ; 3.'100 C;:rtz�: �Ac�; 4v�.r.r� Stt�q��{f<:j : 12.8�� "rype; Timel�tagn fiime;hrs) Sta�e"s�t} „._.__. �.�0 3.4�J€7 12.00 1.�.��0 29.00 5.90:i -a�;�_-.:��:..--_::.:�.�:.:��=_-.e,-_<==�.;�_��;.�--��.w.e.r-,A��;�_„�.�;,-�-��:��.-.�.:::.:�.=rW�:�.y-• -��:�.��.�:�::::�.-_:�,::�.----._-_--:_-_-��:�_�_.. �� px:�p Stz�.rci:ures _�.M-:.-��:..-.-w��W�--�,�::-��,:x.�W:�:��:x_.�-�,W,:��_�.�:�:__�rwW:_:,:wva�,>m�-�.w_.:W:we_:�:.v...�._.._..�.._ l��sr�e: t75-1 Fa�rn t�ode» Char;tbe�: 1 S,enqt.h(Li.) � �i9,�� sroi�p: BASE T� No�e-. Chamber 2 i,c�ur7t; 1 UFSTREAM D��7N5T�EA:*� "r'ra.ct:on �:guatior'i; Autom�ti.,^ Geomwt�y: Circular Circular Sc�lutic�n Alyvrithm; Most :2estra.ctz.ve Span{in} s 18.(30 1�.0� FloFa: Aoth Ri;�e"tin; t ZS.f30 18.�c� Eritt•axice Lpss Coef.: n.OQt� Invert{ft) : 7.23Q 5.8:37 Exit Zoss Coe�: 1.000 �+aanning's N� 0.013(3Q(} 0,7w.�(3C30 OULyet Ct�l. Spec.,: C)se: dc or ts•r Top v1i�;in) � �,000 �.JJi} �n7.et �.tr.1 spec: Use �c B�t Clipiiri} ; O,Ot30 Ja��:t So.a.:ation Incs; IU Upstr'eam ie1WA Zni.et F.,dge Descripti.on: Circular Co:�czete: Sqia��re edqe c�! headwali lnterconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies, Inc. Page 2 of 4 P Jowilstream FHR7A Inlet Edge DeSc�iptior;: E_i_rcui.ar Cancrete: Sgtz�re c:ug� w/ headwall *'k* Wei�� 1 od '1. fc�r C3rc�p Struc�ure DS-1 "•` TA3I,F (�p7111�: .�. B01:tOYP. �'.�.7..g7(lri) : �.'.7c`�,v Type: Vertical: MaviS ':og C.I..ipiin} : J.G00 Fiow: }3oth �'�i.x U.i,>c Coef: 3.200 Geometry: Rectangular ilzi.f5.cc� Disc t,oef: d.600 Spaniira} � i2.C� In=�ert(ft) : 15.500 Ftise{in) : 5��.�'s.GC Cc�ntrol El�v(ft? : 15.5�0 _____..__.__...._-_---,r_....„._________._._-_______----�---.____.____..__.___.-..___..__.._ Name• DS-? From Node: Chamk�er 2 Y.�etkr�tk;(ft: ti 7Q.�� Group: BASF To �iode: C}utfall Co�aflt< 1 ili'S"'z'REAM Dt7U�NSTREAri7 Fra.r.i:irzn ��yuatian. Aucoma�a.e Geomet:y: Circu'�.ar Cireular ;�r,l.ut.��ri HlgoriMha°i; Mcst Restr.i.cY.ive Span(in; : 15.OQ 15.OD �'lov�. Both Ri.se{�.rtl � 15.00 15.00 Ent�ance :�oss Cvei: �.OQ� znverttft): 10.550 8.48� F'z�it 'i,oss t;oef: 1.�00 Ma:�riisiq'W h3: 0.013000 0.413000 C3utlet C'trl Spe;: Use dc or tw Top Clip{�r:} ; 0.000 �.0(�Q Tnlet Ctrl. Spec: Use dc Hot C��.p{in} : Q.f}�4 O.d00 Sol.uts.�n Ires: 1d Lr�?sLream Fllk�k� 7r�1et Edge �escription: Circu.l.ar Cc�racrete: Square edge w/ Yieadwal� Downstr�am FH�a2� rnlet '�dye Descr.i.pti.crza: Circular C.'oncrdte: Sr�uar.e edge WJ Y1Pc3CfWc"?�.I. �** F�Pi.z: 1 aL� 1 for Drop Structure US_2 *�* �r�a�,� Cc�unf'.: 1. Eott4m ul.a.g�iiii} : 0.000 Type: Verti.cal: Mavis T�p Clip;in; : 0,�(3f) F.l.:�w: Both W��ir Disc Coe.f: 3.'LJU G2omwCry: R�ctangular �ri�ice D.i.st:. �:��ef: :}.60� Spantin) a 36.CG �sav�;>rti:`°.l ° l.<'_.t;G4 Rase!in) : 9939.GQ t;�r,�go' �.l.evfft7 � 12.��0 _ __=- [%c:rcc�Iati_on I.:i.nks ____W��-.��.-.-._.-.-......................-�-_'----_'��::-.-.-.-.-.-.-��T____�W�.-.-.--�T-�-�_-�-�W.----= Name: Perc 1 E'ront I�o3e: Chamber_ 1 E'1Uw: IIa�h (�r.oup: BASE T';.� Node: GN7 Si.nk 1 C�usi<d: 1 S;�rface Area Option: U�er Specieied Bottom Elev(ft} ; 10.35�J Stzrfa.ce Areai�C) : ;).�35�? vertical Flow Termination; liorizonta.l F].osa Aigozithm Aquifer Base �'lev(ft) ; �,OJ� Perimt:t�r lift} c 200.aQd Water Tab3e Elev(ft) : 2.00J kzerimct�r 2{ft.} : 6C)(l,OdQ Ann Rccharge Rate{inlyear; : a.��4 �erime:i�d 3(ft.) : 92:}�,000 :�oriz Cflnductivity{ft(day) : 30.000 t�i.:��tacc: 1 to .7.f"�) : 50•�00 `Jc�-t C�nductivity(fL'/day) t 3�3.0(3(3 �73�sta:ace 2 to 3fft3 � �i50.0�{� Effectiue Porosity{dec) � 0.300 Nur.r C�11s 1 t.a 2; i0 Suction tlead(in} : 4.170 �`��r,i C�lls 2 trs 3: 95 Layer Thickness{f�) : 6.35{� _ _.__-N�mp: £�Grcw2�______.__.___._._E'rort��Ncs;�e.'Chainber._.?__,„__.._.. �l�sa; Both ;rr�up; DASE `I'o Node; G�� Sa.nk 2 Cc�unt: 1 Interconnected Channel and Pond Routing Model (ICPR) �U2002 Streamline Technologies,Inc. Page 3 of 4 i S�zrf�;�e Are:a Cpt�or:: UseL Sp�ri.f.ied :3oic,om T::.ev(ft} : 5.£39(: Sur.fac^e Aret1(ac) ; Q,�4� tl�:rvical. F.1.�w Te.mi.natior_: Ho-i�orital P'low �a.�,�oz:�.th�n FAau.i.fet �3a,e Elev(ft� : 0.007(; �'eriineter. 'J.t=t) : s."7�1.C3L`t; W�t'�r Table Eievt`�t; : 2.OG(3 Per...i.metP.r 2 t-�*.�) : 5"74.C�'t? An:7 kccharc�e Rate(:.nlyra�) � O.Of�() Fer.i;r��tE�r 3i'`�� : 4:.7�.(}t3() II�riz Cand?:Cti.v.i.ty(ftJc�ay) : 3{i.()00 ll9.:starice 1 to :�t"�v} ; `>0.(;GO t�ez-t C;�nc�ucl:ivityrft,dayl : 3Q.��(l Dis�anco� .?. �o 'ift.) r 9`.i�.G00 T�:f.Era.,tive Po:�sitytc��'cl : 4.3d(7 Num Ce1.1.:� : tc7 2: 2G S�icr�ian �:e��{i..n} t 4..17t� N:zzn C',el.l;� 2 to 3� �i5 Layer T�:i_ck�ess!ft} � ?.£;90 __-----.._�, ---'= Hycirc;ioqy Sir�u:l.3tions -�.-�=__:.::x-:::=.-�.��W.�-.,-w:--:::�-,��_.=.,-.-.:-�_._.._�a__._....._._..._.__......��.-.---.-.-.�.�.._-__._-_.� Name: lOt�yr.-`L4 Falenam�� Y:1B�3&�'\`T'eqx�esta��aina?e\].�l��y.r.-79_R3`l.. (:ve�rri<i� DeLau�t^: Yes .,tc7zni DLrationthrsi ' ��.CSf� Rai..?zf�l.? Fi.l.:�� F'I.rracti E��:in.f.�ll �mc��nt(in} ; 1�1.:iQ 'Ci.me(h��7 Pr�nt Inr;mi.;a} 3G.C;LG' S.Q(7 _._....__� --�_== �t�tztinc� Si.mul.ar9.ons __�-_�=�-:�:.-y��.�:___.<�.�•��__z,-_��_=.:=-._.>>r_::-,.._.._-_-_.�:��-_-�WW--.-.-.---_'_-_�_-_��.-_.- Name: 10C3yr.-'�3 ITydrvl�c�y Sim: '100y.r-2%a Fj.].ename: Y.\13t3&"!"i""��:�u:.°sta\t�ra?i��e\.100yr-:��.T3:? �;x�cute: Y.es �i:,t::zrt: No Patch: No Alt�rnati.v�: Pdc� .�'iax Delta 7.,(f�) : 7..i}i) �a7.*a Z Far..t�c: C1.t�0�(3U Tim:� Step C)pY_i.ma-z�.r: <J,i»� St;�rr '�imwf'srsl : U.O�C7 Lnd `i'imeihrs} : 72.f�(� �.�iir. i:aic Time(sec) : :�.`'i:l:l:l ;�7a� Calc mi.mz{se^): 60.�i3S1�3 Z9otasidax-y Stages: �3o�ar�cary x'lr;w_>: "Piirict2arS) Px�.nt .Izic{n:inj 9�9.�DD 15.00(7 sr.oi�g Aurc BASE; Yes Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies,Inc. Page 4 of 4 PQar: „im2 �lax '�aa�n.�.nq Max uel`a �ha� J�zr'f �"a:t Tirie Max riia.x �me .�li:. Name G�oup S�mulation Sta:;e Swa�e Stag� S�age nrc:a In.`1.�°.�� r.fi^w uu��.ova Gur,fiu�a �^r,. ._ S't ..,, _c:G Yi.ts C=S hiS �fS �namber 1 r3t'tSE 300yr_2�: 12....1. '�i.?� 1"r,35 G. u5v +7i 1.2.OG .�0 1.2.11 5.6? Cnar:�wer 'L ai�SE i.vvy:-24 �2.�5 _2.87 12.s?? O.CC50 II71 12.Q9 ;_F7 1�.15 6.;?i.� GT�t Sa.n3c _ Br�S�: :.Ou;�':�-2� ;J.GO .,,;�c.� �o.ss -a.ecee G 12.51 _.33 �.00 ;}.^u� GT�`��i,nY. "L �iASE iu0y�-29 !i.00 .. _....,Q(7 -z.eccc 4 1.:.1� _.26 O.G`J W. „ Cutfali B�w� =COyr-25 i2.,t�C 11_v0 :i�?.�i) O.t71�.? C,� 1i.1.5 5.6? :l.J� .,,U�, Interconnected Channel and Pond Routing Mode] (1CPR) �2002 Streamline Technologies, Inc. Page 1 of 1 . P:as. '-�.ICtf:'. t9u't. McX �'i3x ::.tk2 :`I�..?� �Ti:t3S T.I.;tt2 MnX :v�iae ..�roug� .,:�n:u�a�ian ..�.ow L"ow De1ta � JS 5�a'�e US S�age ilS S�ag�: Dv St.3,^r F1:Lg r:.`S �f;i 17Y'S :�' !'17:5 ..� L)S�-1 �ASE i�0yr-24 :i2._.. 4.v? -J.�:.9 1?_.11 15.7:. 1'.1; "?<8"1 DS-2 BASE :.�Cy�-26 "2.._.. 5.52 v.J3J 12.1'� 12.8`� 12.00 ;.7.°0 Yea:: 1 �ASE 1G�yr-24 i?,1J 1..:?3 .033 :.�.11 16.?i �,�D O.uO Perc 2 rFaSE 1�Oyr :�! 1�>1Q 1.26 C.S2E "'L,'S 12.�?? J.v" Q.�O Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies, Inc. Page I of 1 Simulation 100yr-24 18 .�...,�� ____.,,,�.,,,_,, ..... M,�_ � � � � A �� Chamber 1 Chamber 2 16 ! 14 ; ' 12=,'. � � � rn c� � �p f 8 ; . � i s � 4' ' {l 20 40 60 80 Tim e(hrs) Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies, Inc. SOILS INFORMATIQN � Soil Map—Palm BeaCh County Area,Florida � (BBc�T TEQUESTA SOILS DATA) 3 � � b � � � � �- �..�i "�Q J°� 26^573SN F : S� �� - � � � � .�� .6°5735-N � � N ��_� b. :�'.' Ro N � � �... � � � � � � � � � � � � � � „ ..... . .. �� 26°5772"N 'r . .. �". . . ,.. ... � � ... . �ar�rr� ... � 26°57 32'N t � :.. . � � f� `�` •1 ,tS ]�0 � '�J.1 Sw3�0 59_B20 �0 5B�9Q � � 520870 �OBBO SBO� �'f00D V � Map S�k:t:721 if printt on A�rdsr�e(11"x B.S')sheeG °+ � N +�� 5 � o t0 2� qp � 80 A o � �o � ,�._ � ��,� Map pro�erpon:Web Me�Cap7r Comer Wordlnahs:WG584 Edge b6:UTM Znne 17iV WC�84 U5p4 Natural Resources Web Soil Survey 2117/20'17 � Conservation Service National Cooperative Soil Survey Page 1 of 3 Svii Map—Palm eeach County Area,Florida (B8&T TEQUESTA 501LS DATA) 3 -. � MAP LEGEND MAp INFORMATIOiN � � Area of Intcrest(AO1) � Spofi Area The soil surveys fhat comprise your A(31 were mapped at � j � Area oi tnterest(AOI) 1:20,000. � Stony Spot Solls „„ ,�, i � U � Very Stony Spot �Warning:Soil Map may not be valid at this scate. ; � Soil Map Unit Polygo�a � � '� Wet spot ' ERE�ig�tnet�f'Of rr€aPa:b�yottd the&caie 4F rr3ap�r�hg�Car�'t'�use � s ,�•v Soil Map Unit Lines i��u�sterst�ns�r�,pf ti�d�#a7 of ra�pprr�g:ar�3�r�cy nf s�Fi � � Other ; } ffi Soil Map Unit Points � �ItCt4'p1�C8Clt�nf..Th�d't`t�p�LEO nnt Sh'Eat1�1h2,Sm��t�2'S tlt .� &Qecial Line Featuros ;contrasting soils that could have 6een shown ai a more detailed � � € Special Point Featurea i ScalE. � �o,� Bloxrout �ter FeaWres _. ....�T�,. ` � � ,.., Streams ana Canals Please rey o�the bar scale on each map sheet for map � Borrow Pit � measurements. TransqortaHon � Clay Spot � Rails Soutce of Map: Natural Resources Conser�ation Service () Closed Depression � �nterstate Highways ��b 5oi!Survey URL: _ Coordinate System: Web Mercator(EPSG:3857} ' � Grave)Plt r.�.e US Routea Maps from the Web Soil Survey are based on the Web Mercator ,,, cravelly spot ,. Major Roads projectlon,which preserves direction and shape but distorts Landfip distance and atee.A projection that preserves area,such as the 3 . •� Loca1 Roads Albers equa6area corwc projection,should be used ff more � � Lava Flow Backgwund accurate calculations of distance or area are required, i ,�, Marsh ar swamp Aeria!Phoiography This product is generated from the USDA-NRGS certified data as � � Mine or Qusrty of the version date(s)listed below. ; 5oil Survey Area: Palm 8each Couniy Area,Fbrida " �`��'��'��` 5urvey Area Data: Version 12,Sep 14.2018 Perennial Water Soil map units are laheled(as sQace allows)for map scales � �r Rock Ouccrap 1:50,000 or larger. ; -�, Sal;ne Spot Date(s)aerial image5 vuere photographed: Nov 13,2D14--Oec 11,2014 � r 5ar�dy Spot � ` The orthophoto or other base map on which the soil lines were � severety Eroaed spot compiled end dlgitized probably differs from the background ! �e 5inkhole imagery displayed on Fhese maps.As a resutt,some minar shifling of map unit baundaries may be evident. � � Slide or Slip s � �' Sodic Spot � � t,,5€�s Natural Resources Web Soil Survey � Cvnservation Service Nationat Gooperative 5oil Survey Page 2 of 3 Soil Map--Pelm Beach County Area,Flo�ida BB&T 1'EOUESTA SOILS DATA Map Uni# Legend P�tm 8e�c�,Caunty Ae+��,�1o�ida if�.6S1y 141ap Untt Symbot �W� lNa�t►nPE Nar�se.� .�.��mAc+nua r�r At�1 ..�. �.. , p�tc�nt rrlAt�1 41 S�Lucie-Paola-Utban larid fl;8 45.2°b oomplex,0 to 8 percent slapes 4B Urban land p,�, y{,ggb Totals for Area of interest �.� 100.0% ..�..V.�...._��.a._._..._w____w,��._�.�..�.....�.�. .._ r.�..�_..�.�..._,..,�.....,_.......,.�..�.�__._.�.�......__--___.._.......�—�...,a-..�__._�_� Naturol Resources Web Soil Survey 2l17%2017 Conservatlon Servlae Nationa!Cooperative Soil Survey Pege 3 of 3 Soii Map—Palrn Beach County Area,Florida (BB&T TEQUESTA SOILS DATA) _ �. . �,� � MAP LEGEND MAP INFQRMATION ' � i Aroa or Intaroat{noi) � SpoiP Area The soil sunreys that comprfse yo��r ACst were rrsapped at n Rrea oi fnterest(AOf) � Stony Spat 1:2€1,aQ0. Sofls .,,,_._�,.�,. i � � U veiy Stony spot Waming:5oil Map may not be valid at this scale. ; Soil Map Unit Polygons � wec sa�t �'niargerrwnt ot ena�s beyt�nrs the s�at�of r€�apping c�ari ca�s� � .w Soil Map UnR Lines , =1°#i5UclBierStuYk'�i€ig B'F Sh�'��t8il Of fn0�ing aF9cS 3G}:,13��Gy�pP SQyI ? �y amer ; lln��ment.i'he r.�;a�d€S.not.s��va the.Sm�N�rs�s of � Soil Map Unit Points .- Spc�aB LEne Feafur�� contrasting soils that could have been shown at a more delailed ` Speclal Polnt Featurea : Sc31e. E (e� Blowout �NaterFea#ures ,.__,,'_„_„„ _ y�.l ! ,-.�. Streams and Canats Piease rely on the bar scale on each map sheet for map � f � BoRow Pit measurements. Traaaportatian � Clay Spot � Ra€Ea Source of Niap: Natural Resaurrzs Consanration 5ervice , � Closed Oepression �y, �ntersFate Hiyhways Cpo d na e Syst mRL.Web Mercator{EPSG:3837) G�aval Pit � � US Routes ^ � Maps from the Web Soil Survey ara based on the VUeb Mercator _. Grdvelly Spat _ ��r f�nads projection,which presentes direcfsan and shape but distorts � distance end area.A projection that presenres area,such as the landfi!! , , �,�,�,;Roads Albe►s equal-area conic projecfion,should be used if more � Lava Fiow ��k�ro�n� accurate ca�culetions of distance ar area are required. ,� Marsh or swamp Aeriai Phatagraphy This product is generated from the USDA-NRCS certified daTa as ? of the version date(s)listed 6elow. ,�i Mine or Quarry i < Soil Survey Area; Patm 8each Courtiy Area,Ftasida � Misceitaneous water Survey Arsa Data: Version 12,Sep 14,2016 � ; E (� Perennial water Soil map units are laheled(as space allows)for map scales � � Rock Outc�vp 1:50,000 or larger. ° +. Sa11ne Spot f]aie(s)aeriat images were photographed: Nov 13.2074—Dec 3 j 11,2Q14 � �.� 5andy Spot i The orthophato or other base map on which the soif tines were f �s. saverely Eroded spoe compited and digit(zed probably differs from the background � F � imagery disp{ayesi on ihese maps.A5 a resu{t,some minor Sinkhoie shiRing of map unit boundaries may be evident. i � � Sifde or Sl�p a i � Sodic SpoX � { ( j t�SCx+� Natura(Ftesources Web Soil Survey 2/17/ZU1? N�� Conservatlon Servfce Naliona!Coopera8ve Svil Survey Page 2 of 3 Map Unit Desaiption:Sl.Lucie-Paola-Urban land complex,0 to 8 perCent slopes---Pafm BBBT 7EQUESTA 501LS DATA Beaeh County Area,Florida Map Unit Description The map units deiineated 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 oi 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 ex#end beyond#he 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 uhit 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 componenks, however, have properties and behavioral characteristics divergent enough to affect use or to require diiferent 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 smali 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 descriptians, especially where the pattern was so complex that it was impractical to make enough observations#o identify all the soils and miscellaneous areas an 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 invsstigation is needed to define and locate the soils and miscelianeous 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. _.�___. .�...._..__._....:�,.��_.�� e..._.........._.__.....,..�,.._._..._._.�...�� _.._.:.,..___.._..�.._.....__:..._.�.__..�...__.._... ....__......______.�..._�., #�� Natural Resources Web Soil Survey 2117l2417 •j Conservation Service National Cooperative Soil Survey Page 1 of 5 Map lJnit Description:St.Lucie-Paola-Urban land complex.0 to S percent sfopes---Palm BB&T TEQUES7A SOILS DATA Beach Counly Area,Florida Soils that have profiles that are almost alike make up a soi!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 inio soil phases. Mosi ot khe areas shown on the detailed soi!maps are phases ot soil seriss.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 cvmplexes,associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such smai!areas that they cannot be shown separ�tely 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 soiis or miscellaneous areas that are shown as one unit on the maps. Because af 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 praportion of the soils or misceilaneous 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 individu�lly 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 oniy one of the major soils or miscellaneous areas, �r it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent siopes, 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 iand complex, 0 to 8 percent slopes Map Unit Setting Nationa!map unit symbof.� 1j7cis Elevafron: 10 to 20 feet Mean annuaf preciprtation: 46 to 56 inches Mean annual airfemperature: 70 ta 77 degrees F _..�..... _._...._...,_..��.�_.__... ��......w..._.�.__.._..�_..._._._.�,�._�.�...__x__.e_...._._.....�_�_.__.��._- � Naturel Resources Web Soil Survey 2/17l2017 Conservatlon 5ervice National Cooperative Soil Survey Page 2 of 5 Map Unii Description:Sl.Lucie-Paola-Urban land complex,0 to B percenl slopes---Palm BB&T TEQUESTA SOILS QATA Beach Couniy Area,Florida Frost-iree period: 358 to 365 days Farmland classificaiion: Not prime farmland Map Unit Corr�position St. lucie and similar sor/s: 35 percent Paola and similar soits: 33 percent Urban land: 30 perceni Minor componen[s: 2 percent Estimates are based on observaiions, descriptions, and iransects of the mapunit. Description of 5t. Lucie Setting Landform: Knoils on marine terraces, ridges on marine terraces Landform position (fhree-dimensionaQ: Side slope, intertluve Down-slope shape: Convex Across-slope shape: Linear Parent materia/: Eolian or sandy marine deposi#s Typical profile A-0 to b inches: sand C-5 to 80 inches: sand Properties and qua(ities S/ope: 0 ko 8 percenk Depth[o restricfive feature: More than 80 inches Natural drainage class: Excessively drained Runoffclass� Negligible Capacity of the most limifing/ayer to transmit water{Ksat): Very high (19.88 to 39.96 in/hr) Depth to water table: More than BO inches Frequency of flooding: None Frequency of ponding.� None Satinity, maximum in profile: Nonsaline to very slightly saline(0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available waterstorage in profile: Very low(about 1,8 inches) Interpretive groups Land capabilify c/assification (irr�gafed): None specified Land capability classrfrcatron (nonirrigated): 7s Hydrologic Soil Group: A Other vegefafive classification: Forage suitabiliky group not assigned (G156AC999FL) Hydric sorl rating: No Description of Paola Set�ing Landform: Knolls on marine terraces,ridges on marine terraces Landform position (three-dimensional): Intertluve, side slope Down-slope shape: Convex Across-s/ope shape: Linear .—.- ..�._�_...�__......._.,..._____.._..._........._............_...::_....._.._._.��........__......____.........................._�..............._.....:..._............ _............__....._...____�....._.. � Natural Resources Web Soil Survey 2/17/2017 Conservatian 5ervice Nalional Cooperative Soil Survey Page 3 of 5 Map Unit Description:Si.Lucie-Paola-Urban land complex,0 to 8 percenl slopes—Palm BB&T TEQUESTA SOILS DATA Beach County Area,Florida Parent materral: Sandy marine deposits Typicat profile A-0 to 3 inches: sand E-3 to 20 inches: sand C-20 to 80 inches: sand F�roperties and qualitles Slope: 0 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoffclass: Negligible Capacity of the mosf limitrng layer to transmit water(Ksat): Very high (19.99 to 39.96 in/hr) Depth fo water tab/e; More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in pr�file: Nonsaline to very siightly saline(0.0 to 2,0 mmhos/cm) Sodium adsorption ratio, maximum in proiile: 4.0 Available waterstorage rn profile: Very low(about 1.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capabrlity classifrcation(nonirrigatedJ: 6s Hydrologic Soi!Group: A Other vegetafive classification: Forage suitability group not assigned(G156AC999FL) Hydric soit rafing: No Description of Urban Land Setting Landform: Marine terraces Landform posiiion (three-dimensional): lnterfluve, talf Down-slope shape: Linear Across-s/ope shape: Linear Pareni maferial: No parent material Interpretive groups Land capabrtify cfassification(irrigated): None specified Ofher vegetative classification: Forage suitability group not assigned (G156AC999FL) Hydric soil rafing: Unranked Minor Components Pomello Percenf of map unit: 1 percent Landform: Knolfs on marine terraces, ridges on marine terraces Landform positfon (three-dimensiona!): Intertluve Down-slope shape: Convex Across-slope shape: Linear ..._._.._._..�.�... _.w... .._.____.�.._._.��.__..�.. _._........_....._....__......---..._.......................... ............. ._ _.�---------__ � Natural Resources Web Soil Sun+ey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 4 of 5 Map Unit Dascxiplion:St.Lucie-Paola-Urban land complex,0 to 8 percent stopes--Palm 8B8T TEQUESTA SOILS DATA eeach County Area,Florida Other vegetatrve classification: Forage suitability group not assigned(G156AC999FL) Nydric soil ratrng: No Palm beach Percent of map unit: 1 percent Landform: Dunes on marine terraces Landform position(fhree-dimensiona!): Interfluve Down-slope shape: Convex Across-slope shape: Linear Othervegetative c/assi(ication: Forage sui#ability group nof assigned(G15fiAC999FL) Hydric soiJ rating: No Data Source Information Soi!Survey Area: Palm Beach County Area, Florida Survey Area Data: Version 12, Sep 14,2016 �.� . ._..__._,. ..�.._........_.,_.�,.w�. �..�. � Natural Resources Web Soil Survey ?1�7120Y7 Conservation 5ervlce Nationat Cooperative Soil Survey Page 5 of 5 a GEOTECHNICAL REPORT GEOTECHNICAL 1 BNVII202lMENtAL�NAYE1t7Ai,6 TLo-ST7N6{ASHFSTOS 1 ROOP TESTIlIG�INBDECi'ION 8ERVICE6�DR3LL1Nq 68RV1CL[� � ��, �"��`,�'�� '��l�I�'� ��1��. �.,,,,,_ ,y" �✓��Y;tdATECFiSNGI2VEF.I22NG.CCJM 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 reques#, 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 tc� help determine snbsoil conditions relative to foundation design of the proposed structures. lt is our opinion that the subsurface conditions in the explored azeas are favorable for supporting the propased structure an shallow foundation system as provided in our recommendations. Enclosed find copies of our field testing, findings and cecommendatio�ns. This report was provided to you as a preiiminary aid in the evaivation 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 desigas an.d specifications, D.E.C. be provided the Qpportunity to review to the final design. Review of the final design drawings and specifications will be noted in writing by the geotechnical engineer ta reflect the appticability of this report. With various available ground modification techniques, value engineering shali 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 xn the near future. 1 ��{1t7troa� ��t�n��i....r��'�+Fs' ♦\'��t� ��r��BY fiI y�^ f ""�oa,,. - *'�S'��"��'�� k ��>, Wiss�n Naamani, P.E. ��.�#,�� ,��.�A � •.;� DYNATECH ENGINEERING CORP. w�,` � ."��f � ��?' �" , �a Florida Reg.No.39584 - +, �,b�• r = Special Inspector No. 757 =,� a ��'"' °{�.e��`- Certificate ofAuthorization No.:CA 5491 � � � � ,�,'�3_ �. � �` Y t �c��„ �e,, s s�J�.A..t ��;p M _8 '*;s 1 ,�Y`+r�fi�r�a7i°^�� pbPtixe�«�� \ 76D WEST 84'CH SCREEf,WALEAH FLS3014 PHONE(305)B28-7498 FAX(305)8E8-.d�yH��MAILitlFG(YD'6.NA1"EC�3f.NGttlfiBRiN�.COM � � . REPORT OF SUBSQIL INVESTIGATTON Ft7R Property�7a l O l. North US Highway 1-Waterway Road Tequesta,FL Prepared For: H and T CONSULTANTS, INC. 9310 Old Kings Road South, Suite 1 Q 1 Jacksonville,FL 32257 Prepared By: DYNATECH ENGINEER.ING CORP. 750 West 84�' Street Hialeah,FL 33Q14 (305) 828-7499 Miami, September 3, 2016 2 � 76S?WEST 841T!STRE.FC,}DALEAH,F►,3303A PHONE(SOS)8P.8-7499 PAX(30u�BP.B-8588 EMA1L•1RdFOODYNATBCHENOIN.PER(N(i CC": �° �.»^ `X.,tl..�7ri.r��' i...�-1J1'�l"�'�il`{T 'I`T`I`L� PAGE � Cover Sheet .......... . ............................................................ 1 - Table of Contents .................�......,...... ....,,.............,....,.... . 3 - Introduction .................�,....,.,.. . ........ ,..........:�.,.....,.>...,..... 4 - Project Consideration _........................,....:....:.....�,....,.,....... 6 - Surface Conditian 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 Flaor Slabs ........................................ 15 - Truck V►�ells ....r....r,e��.s'e�sss��sw��.�.•.+.....�.�.�+.rrs. �J - Groundwater .......... ............. ............<......,..... 16 - Roadways and Parking Areas ........................ 16 - Limitatians ...............................,...,............. .... 19 ,.......... . ... 3 76DLVESf B4TH STREhT,HIALEA}J,FI,33014 PHONS(30S)928-7489 FAX(305)B2B-8588 EMA7L-7NPOODYNATECHP,NGINEERIt4G CCN_ _ �� INTRODUCTI�N 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-V�Iaterway Raad, Tequesta, FL. The foundation investigation had a three fold purpose: {1) Explore the subsurface of the site to determine the nature, sequencing and eonditian af the in-place materials. (2} Evaluate the Geotechnical engineering impact of the in-pIace materials on the planned construction, and (3) Provide recommendations for foundation design and reIated construction. Enclosed find copies of our field boring Iogs and site plan. The scope of our investigation c�onsisted of the following: - Conduct a tota.l of(8) Standard Penetration Test Borings (SPT) at the loca.tions requested by the client, to a depth of 5' and 15' below exis�ing land surface. - Preparation of this report to document our findings and recommenda.tions. Information regarding the proposed structure was provided to us by Mr. Lee Thompson. 4 750 WEST B4TH STREET,FIIALEpH,FL 33014 PHONE(305)B2B-7499 Pq7((305)62E-9598 P.MA2L•(NFdODYNATECHEN6INEERING CCK ' �� -+ra. 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 exa�t locations. Land elevation was nat provided to us as af the completic�n 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 t�st location only, and at the tzme 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 mainta.ined a log for each baring. The soil samples were taken ta our laboratozy where they were visually classified by our engineer. The sail classifications and other pertinent data from our explorations are reported on the boring lags in the appendix. 5 750 VJEST 64'['Fi 6TS26ET,HIALEA}i,FL 33014 PHDN&(305}829-7499 FAX{305)828-9598 EMAll.:INPOODYNATECHENGINk�RING CC`! �� .�r��r��a��a��r�c�� It is our understanding that the planned construction will consist af 1 and 2-stary 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 aze 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 1/�" - Soil Compaction , 95°l0 of Modified Proctor - Below Grade Basement Excavation : None (In the event a basernent or parking garage is proposed our recommendations must be adjusted accordingl�). - 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 L?epartment 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 recommendatioas accordingly. b 75q WEST B4TH STREEf.HSpLEAH,FL 33D14 PHONE(305)92B-7q89 FAX(305)828-8598 EMAIL3NFOODYNATECH£NG1N�tINti CC:�: �"� �`1,J�,A+C'� ��`l�1fil�I�d �� '� Topography throughaut 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 IvIUST farniliarize themselves with site conditions prior to bidding. Once elevation survey is performed, depths shall be reflected accordingly. ��S U.� � I�ITIC�Iki� C)� S�'�` A t�tal 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 dawn to an average depth of 5'-15' B.E.L.S. Driiling was perfarmed using rbtary hollow stem augers techniques. Split spoon sampling was typically performed continually the top 8 to 10 feet and at 5 feet internals thereafter. Based an our field boring logs; the following graph was developed as a gen�ral condition for the subject site from existing ground level: (�"�fi� ��nd�fians �r� ncan�-l�c► z+� ��nt��s refer to field boring logs �or exact soil conditions at various locations). Average depths are approximate and will vary on site. See attached field logs. .��r�r�,��pt(� �r�m. T� ��ii��rip�ic+n. 0'-0" 0'-6" Topsoil and grass �'-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 VJEST 84Ty STREbT,HLALEAFL FL 33014 PHONE(3D5)628-7499 FAX(3D57 828-8598$MAISciNFOODYNA'CECFTENG[N}�R1HG CCN. � �'�^ • -r.. 1�ISC;��S1C��;� �I`�� I�L�.�"C��I.I'�I;��,TI�:�;a S�"l"� ��C3T.�+��N3C�.�. ��I'I"A�ll_.1TY Results of the foundation investigation confirm that the site is generally suitable from a Geotechnical engineering perspective far shallow foundation system of the planned construction. Therefore, the proposed structures may be supported on shallow foundations, pursuant to our foundation recornmendations. Detailed recommendations f4r site preparatian, faundatzon design and related canstruction are presented in the folIowing sections of this report. �I,J��.I . � Ci1�C�II�3��a .�i.N.� ��°��.I.PPINCi� Strip construction areas plus 5 feet outside perimeter of all topsoil, vegetation, sand w/organic stains, root traces, tree stumps, construction debris, underground structvres, trees and water retenrion areas wherever encountered down to clean granular material. Any former underground structures, utilities, farmer 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 foundatian recommendation section prior to construction. Site coatractors 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 ta any land clearing to verify compliance with local codes. S 75f1 WEST84TH STR£Ef.HIALEAH,PL33014 P}SONE(3D5)928-7499 FAX(3pb)826-@596 6NtAII:INFOODYNATECHENGINEERWte CC`! � �� 'rr." , �°�.�1..��i��Tl�7�_�.G��i'��T1�1'I�,��;�`1C��3S Based on our understanding of the proposed str�ctures 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 wlorganics, pavements, and txee 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...cz�ust be removed in their entirety. from beneath the proposed construction area. In areas where hard farma#ions are encountered, specialty excavation equipment or pre drilling will be requized. B- Compact all construction areas with a heavy self prapelled 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 matetaal placed in lifts not ta exceed 12 inches in thickness and compact as indicated in items B. C- Excavate foundation to proper depth and recompact as imdicated a6ove. D- Care sk�ould be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration eannot be used far compaction, static compaction may be appiied. However, in this case, the compacted layer should not exceed b inches in thickness. E- All constr�ction fill material above the water ta.ble shall consist of clean granulaz homogenous soil, free of organics or ather 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 af GP, GW, GP-GM, GVi�-GM, SP, or S�N. No particle size greater than 3 inches shall be in the top 12 inches of the building pad. Fiil material below the water table shall consist of washed free draining gravel to about 12 inches above the water table. (ie; FDOT No, 57 stone or equivalent) unless dewatering is employed. When dewatering is employed, fill material shall consist of clean, granular homogenous soil, free of organics or other deleterzous material, and shall contain no more than 5 percent fines passing a US standard No.204 sieve. F- Verify aIl compaction efforts by taking an adequate number of field density tests in each layer af compacted material and in each footing pad. 9 76CIVJES[64ix STREET.IIIALEAH.FL33o14 PHONE(305�628-7489 FAX(3D51628-8598 BMAIL•INFOODYNATECHENGINEER1Nr c:,�: V �� ..` . , G- Representa.tive samples of t�ie on-site and proposed fiil material shall be collected and tested to determine the classification and campaction characteristics. H-All Geotechnical work must be perforrned under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida$uilding Code. I- In case of existing structures, existing footings new foundations and proposed drainage lines, pxovisions shall be made by the structural engineer, the civil engineer, and site contractor to protect all footing� from future erosian, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recomrnendations. The above foundation recommendations being achieved and verified, it is our opinion t11at the proposed structures be designed for a shallow faundation system with a net static permissible soil bearing pressure not to exceed 2500 P.S.F. AIl � footings bottom shall be placed. at a depth of not less than 16 inches beiow the lowest adjacent grade. Design computations for thickness should utilize a coefficient of subgrade reaetion o�3Q0 pci, friction angle 6 of 3�° 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 izacreased 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 ovexburden, the weight of normal size fouz�dation concrete or soil baekfill may be neglected �n t12e sizing computations. All wind loads shall be in compliance with the Florida Building Code. IO 75D VJEST B4TH STREE'I',FIIALEqy.pL 33014 PkiONE{305�828-7499 FAX(305)828-9588 EMNI:ST7FDODYNRTECHEN6INEERWf;CCK 4 ��` w»- ti 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 para�r�p� presented here after may be used for the lateral force design. ��arr�;pan��tt csf��si�ta�-�� I�.�c�a��nc�r��3+�d �al�e Earth Pressure (moist soil above water table) 1:�� T�SF p�r�cat�t d��th Friction Factor (concrete on fine to medium sand) t�.� Resistance values determined from the above shouId 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. S�ttle�nent An�.��rsi�: Detailed settlement analysis of the building is a function of the loading, building materials and soil conditions. VJe have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this projecY and published emperical relationships between the field data and the compressibility characteristics of the soils and rocks. The estimated magnitude of these settlements is less than '/a inch differential and less than 1 inch total settlements. The most heavily Ioaded column footings in the building are expected to sustain total settlements in the range of one inck� 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 durulg const�ruction and for a short period following substantial completion. Additianal settlements could occur after struc#ura! completion as interiar finishes aze applied. �1 750 4VFST 84TH STFtEET.HiALEAH.FL 33014 PHONE(30S)B2B-74B9 FAX(305)828-958B EMAII.U7FOODYlJATECHENaINSERINl3 CO'! �'�" x-tr. Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynarnic loading; differential settlements when tying in new to e�sting sti-uuctures. Mixing of different foundatians shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. If dynamic loading is proposed (is: parking garage, etc...) this condition MUST be brought to aur attentit�n tn 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 fram buzlding foundations, Verify all water, sewer, plumbing, spnnkler and drainage lines are properly functioning with no Ieaks in the vicinity of the foundations. Dynatech Enginsering Corp, DEC must be provided the opportunity to inspect the final construction for the abave conditions. It is further recammended that prospective buyers be advised of these issues thraugh their sales contract so as not to cause damage to their structures. 12 760 WES7 84TH S'IREET,H[ALEAH,FL 33014 PHONE(305)B28-7489 PAX{305)82B-9598 6D1AIt.:INFqppYNATECHEN0INEERING CC!! � �� PROOF ROLLING The material which mantle the bui.lding 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 accom�lished by proof rolling fram the present ground surface using a self propelled vibratory compactor which imparts a dynamic drum force of not less than 44,000 pounds. The proof rolling operatians 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 correctxon by excavationlreplacement filling or by other suitable means. �3�:llLl�i�f��'� �`I�L All construction areas receiving additional building pad fili should be maisture- conditioned and compacted to not less than 95 percent of the ASTM D-1557 maacimum dry density. Fill for tha building parl should be in compliance with our foundation recommendations. 13 750 WEST B4TH STREEi,HIALEAN,F!,33014 PHONE(JD5)828-7499 PAX(305)828-9588 EMAIL-IIJFODDYNATECH&NG[KEERING C�`_ � ,�rM,,• The fill should be pla�ed at a moisture content within two percent of optimum and uniformIy 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 sfizted above. Compaction tests shall be perforrned every 2,500 ft2 to verify compaction efforts. Representative samples of the on-site and proposec� fill material should be collected and tested to detez�nine the classification and compaction characteristics. P�T.A.�:tNta�V.�►�,�.AN�I ��A'�ATI�}l�S: In the event that the buildings are provided with below grade walls, the walls of these features should be designed to withstand lateral earth, hydrastatic and surcharge pressures. The pressure intensity to be used in the design will be dspendent upon the wall deflection characteristics. Flexible w�lls (i.e., those able to deflect 0,1 percent ar more af their height).Rigid walls (i.e., thase that are unable to deflect). The following soil parameters shall be used for retaining waIl designs: - �"�il unit�v�i�ht m�aist; 130�cf. Subrnerged: 70 pcf. - A��Ie of ir�t�rn�l fri��n: 30 - F.arYli pressure coefficient Ka: 0.33 Kp: 3.0 - Angle of wali friction: 30 for steel, 20� for concrete or brick walls, 15� uncoated steel. In addition the footings o£such walls shall be proportioned for a permissible soil bearing pressure of 25pQ psf. Excavations shall not extend within 1 foot of the angle of repose, next to existing footings or structures, unless shoring and under piruung is prQvided.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 shal] be monitored to verify compliance with local and state regulations during construction. Excavation contractors must make provisions for hard excavation conditions. l4 750 WEST B4'['!f STREEf.HIALEAH,FL 3301-0 PHONE(3U5)B2B-7A99 FAX{305)8Z8-9599 EMA1[s1NFOODYNATECHENGSNSERINfa CC:! . �� ,�tC7t�I�i�� '�.�C��}k �',i..At�;�; The floor slabs of the stxuctures may be safely supported on the compacted granuIar engineered buijding pad fill. The thickness of the flooz slabs and their reinforcing should be selected based upon anticipated ioadings. Design cornputation for thickness should utilize a modulus of subgrade reaction of 250 pci. Friction angle Q.� of 3�' and maist unit weight c�f 110 pcf. The ground floox slabs shall be liberally jointed to control cracks caused by expansionicontraction and di�'ferential loadings. Additionally, the slabs shall be isolated from the building walls and columns to allow maximum freedom for differential moveznent. . 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 floar slabs construction be delayed until the building has been substantially completed. TRUCK WELLS (Optional} Due to the praximity of the water table to the existing ground level and depending on the final design elevation of the Truck Wells; dewatering of the constructio� excavation might be needed. Additional investzgation and testing may be required when fwral design is completed to provided adequate foundation and construction recommendations for Truck Wells if needed. The Truck WeIls shall be supparted on the modified soils. Any disturbed material shall be compacted as stated in the buildiutig pad fzll section. Excavated naaterial is acceptable as fill material when appraved by our field engineer. We further recommend that the Tzvck WeIls be designed to withstand hydrostatic uplift pressure. 15 750 YJE,47 847H S1REEf.}IIpLEpH,FL 33014 Pt20NE(3053&.'6-7A99 FAX(3QS)B2B-9598 EMAII:INFOpDYNATECHENGINEERING CCK �� f+�'- C��„l`3�J�1't�A'�"�� Groundwater was rneasured immediately at the completion of each boring and was found at an average de�th of approximately 22' below existing ground surface at the time of drilling. Existing ground surface elevation was not reported to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations, construction de�vatering and pumping activities in the area and glQbat warming. Site contractor must familiarize himseIf with site conditions in the event groundwater controls and dewatering is needed during construetion. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project, The conh-a.ctor shaIl monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty graundwater and water praofing contractors shall be consulted for a11 work below the groundwater level. All dewatering volume and effluent discharge must meet locai, state and Federal agencies requirements. F2.{��'i:t��t��'"� .t�,I�P.1�:�.I��'r A�'I;�i� Pavement recommendations consist of either flexible ar rigid pavement design, based on the design traffic volumes, types and use. Based on our experience in the ��, the�c�llt�� n�ir�imum t� i�� _�vement section thicknsss are��e ta�bl.e� Type of pavement °t'y�,ofaccep�ab(e nt�iteria�{ L� er.tlti�krte�s iz�tes Minimum Limerock bearing ].i t du Hea +�3t�i ratio test Flexible Pavement Asphaltie conere#e 1.0 2.0 N/A Crushed limerock base course 6.0 8.0 ]00 Stabilized sub de 12.0 t2.0 � 40 _....._ .�.. Rigid Pavement Reinforced.concrete 6.0 8.0 N/A Crushed limerock base course� N/A B.� 100 5tabilize sub de 12.0 12.0 � ' 40�m�._. The wearing course shal[consist of either asphaltic ccincrete q�kt�i�f�arce�d concrete as►r�ctic�'k�above. 15 � 750 SNES'1'B4'('EI",,TREET�HIALEAH.FG 33014 PHON£(305)828-7499 FA%(305)826-8588 EttlAlt.:INfOODYNATFfiHENGiNEERiNG CQ;! �� _. The base course shali consist of crushed limerock having a minimum carbonates content of 74%, liguid limit shall not exceed 35; the material shall be non-plastic, with an L.B.R. value of 100 or greater, The material shail be well graded with 97% {by weight) of the inaterial passing the 3 inch sieve and less than S% passing the No. �00 sieve. The base course shall be placed in lifts not to exceed 6 inches in tivckness, The subgrade shauld be stabili�ed 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 de�eterious materials, and shall contain no more than 5 percent fines passing a U.S. Standard No. 200 sieve. (classified as G'VdJSW). The L.B.R. value shall be 40 ar greater. Both the base c�urse and the stabilized subgrade shall be compacted to a minimum of 98% of ASHTO.180.C. Pavement site work preparation shall be in compliance with the recommendations outlined in our geoteck�nical 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 750W&STB4TEISTREE�'.HIALF.A}iFL3301dP}IOtIE1305y828-7489FAX(305]828-9598EMA7L•INFOpDYNATEC]IENGfNSERW(bCC`? i� � Actual pavement section thickness should be provided by the Design Civil Engineer baseci on tra�c loads, volume, and the owner's design life requirements. The above sections zepresent minimum thickness representa#ave 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 appr�priate city/county requirements. 18 760 WgST 84'[fi STREE�',HIALFl�tI,FL 3301A➢HONg(306y g28-7489 FAX(305)888-85H8 ffi�W1eIIJfaIpDYNATECHEI�7pNEEBITIG CC?! ��' LIMITATIONS This report was prepared in compliance with the 2014 Florida Building Code, 5�' edition. Site elevations were not provided to us for the test locations. Depths r�pc�x�.�d �ar� the fie�d b�rin� logs and prt��cssed pile lengths r�p��s+�n�t the d�ptt� belaw e�i�ting grc�t�nd surf��e as they e��d on the date of dr�11i��. In tl�.e ev��t of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depth. The scope of s�ervices performsd in the execution of this investigation may r�ot be appropriate to satisfy the needs of other users, and use or re-use of this document or the findings, conclusions, or recommendatians is at the risk of said user. The boring log (s) attached present (s) a datailed description of the soils encountered afi test locabon (s). The soil stratification shovcm on the baring log {s) is based on the examination of the recovered soil saznples 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 �a�assib�i�at� that canditia�s �� be di�'erent from those of the test Iocations; t��r+��`�re, DYNA.�'`��H ��`��,I'I`;IG CORP. does not guarantee any subsoil cozaditions between the bore test holes. In accepting and using this report the client understands and accepts that ail data from the borings are strictly for foundation analysis only and are not to be used far 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 IT Environmental Site Assessments. As a mutual protection to clients, the public and ourselves, all reports are sub:m.i�;ed as the con�"xde�,tial pr�perty of c1.i�ts� and at��h�z��tican fc�r publi��ti+�� c�f statements, ct��c�u�ic�ns tir e�t�cts �on� �st r�garding aur rega�rts �s reserved pending our written approval. The scope of services parfonned in the execution.of this investigation may not be appropriate to satisfy the needs o:f othez� users, and use or re-use of this document or the findings, concIusians, 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 WES7'94iTi STREEt.HLALEAH,FL 33014 PHONE(305)B2B-7q98 FAX(30 51 8 28-9 598 EMAIL1NFppAVNATECEISNGINEL=RITIC,�C:+, e �� - All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate frorn the infoz�mation obtained from aur 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, Sta.te, County and City rules and regulations. It has been a pleasure worl�ing with you and Iook forward to do so in the near future. Sincerely yours, . W.,�.:�sc�W�..,,_. .� __ �ss�n aam�rai, P. E. DYNATECH ENGrNEERING CORP. Florida Reg. Na. 39584 `;;yl�afktei�}tJ Special Inspector No. 757 ,,� ��,p,�,��, �., � �y Certificate af Authorization No. CA 5491 �`��°,;��,�� ` ��° ; � �� /��' '"��'`� f'ai�W�4 y��[�l� 3 � ��k�+ P'"� g ML 8 L �,a k-��'a+ 3` `*°�'�{ ; ri •"�`;'. �'��4 `� 9 '� , ��,ss„;rr `.�'�''�f� ...��,�,��., '+. '��„71:�.,"�; zo .� �50 WEST&17H STREEf.HIALEA}�,FL 33014 PHONE{3p5)B2B-7q99 FAX(305)BBB-9598 EMAI4-INFOODYNATECHENGlNEERINt3�CK �� ,�.��..�.�e�� 2l 7S0 VJ�`+�T 84TH STREEf.IQAL£A}1.FL 33014 PHONB(305)828-7499 PAX(305)828-9598 EMAIL•INPOODYNATECHENGTNEERiNti CC?: . �' a... ��.��,�1�.�t�� .�,��.�.r� 22 ��1�,�.��il.�� ENGINEERING CORF. TEST BORING F�ELA�.OG CLIENT : H and T CONSUI,TANTS,INC. DATE: September 3,2016 PROJECT ; �'roperty @ HOLE NO,: a-1 ADDRESS ; 1q1 Nnrth US Highway 1-Waterway Road,Tequesta,FL DRILLER; A. S. LQC,�."T.L�}N : See attached�ket�:h HAMMER DESC�2IPTI�N OF MA'Y'ERIALS Depth BLOWS ON �N» SAMP'LER 2 Hand H 4 Hand H 0'-0"ta 0�-b'� TOPSOIL AND GRASS 6 3 3 7 Q'-6"to 1'-6" DARI�BRCIWN MEDIUM SAND W/ORGANIC STAII� 4 6 AND ROOT TI2ACES a s a 10 6 6 1'-6"to 2'-0" TAN MEDTUM SAND lo s 9 zo ti 12 2'-0"to 5'-0" LIGHT GRAYISH MEDIUM SAND 1z i2 10 21 1] lo 5'-0"to 7°-0" REDISH MEDIUM SAND �A �� g 17 � 9 7'-0"to 15'-0" TANISH MEDIUM SAND t� g s is zo z� Z4 Z6 28 3Q 32 34 36 38 Water Leve1, 22' Ti�TAw Exlstiag Land Surtacc at time of drilting Ac a muWa�prntcction to clients,tha pubtic and ourselvrs,afl reports am submitted as the cdnfidenlial prvpc[ty aTclients,and authorization For publication of staternent r,onclusions or extrnct�Gom or regardltsg our reports is teserved pending on ous mitten apgravai N.A,.:HA1JD AUQER;A:HOLLOW STEM AUGER;R:REFUSAL �. .L�� N�INEERING CORP. TEST S3C?N�NG FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATF: 5eptemher 3,2Q16 PROJECT : Property L kiOLE NO.: B-2 ADDRESS : 101 North US Highway 1-V4'ate.rway Road,Tequesta,FL DRILLER: A. S. LOCATION ; See aitached sketch - _ y HA�tIM�R � DESCRIPTION t�F MATERIALS Depth BLows oN Kx� ��.tvt�z�;�R ��. _. __.�... 2 Hand H d Hand H 0'-0"to 0�-6" TOFSOIL AND C'rRASS 6 3 3 0'-b"to 1'-Q'� DARK BROWN MEDIUM SAND W/ORGANIC STAIN 8 1'-0"to 1'-6" TAN BEA.CH SAND W/SHELL'S 10 1'-b"tn 2'-0" GRAY MEDNM S�ND zx 2'-0"to S'-�" LIGHT GRA.Y MEDTUM SAND 14 1G 18 ZO 22 24 26 28 30 32 34 36 38 '�1r8tBt'I.e�'BI, IY/A Betotv Existing Land Surfacc at titne oi driliing As a mu�ual protection to clicnts,ihe pubiie and oucselo'es,ell reports at+e submifted es fhe confidendai proput3+oC alientt,and authorization Ior publication of statement conclusions or extcaets froen or t+�garding our ceports is resesved pending on our tarittan approvel. H.A;HAT�AUGER;A:HOLLOW STEM AUGLR;R:REFUSAL 2 ��►. 1: ��. ENGINEERING COI2P. TEST BORING�I�LD LOG CLIENT : H ar�d T CONSULTANTS,INC. DATE: September 3, 2016 PRUJECT : Properfy @ HOLE NO.: B-3 ADDRESS : lU1 North US High3vay 1-Waterway Road,Tequesta,FL DRILLER: A. S. L�3�A`i"�.+�}N : See attached sketch HA14iMER DESCRIPTION OF MATERIA.LS Dept� Bu�ws orr ��v� ' sanm�,�R 3 Hand �T 4 Hand H 0'-4'�to 0'-b" TOPSOII_,AND GRASS b 3 3 0'-6"tv l'-�ij, DARK BRQWN MEI}IUM SAND W/ORGAI�IC STAIN 8 1'-5"tn 2'•0" GRAY M�DTUM SAND io 2'-0"to 3'-n" LIGHT GRAY MEDIUM SAND 12 3'-0'g to 5'-0" ORANGEISH MEDIUM SAT+1D� 14 rs 18 20 22 24 zb za 30 32 34 36 38 Water Le�FetY �I�r1� ttcia�r F�xis#1i�g:t.attt!Surt�cF et ti��ofdtllltng�a,.i a nttu(a�i prqtesslnn to clicnts,the public and ourselves,ell repurts are submitted as the ,^.an�denti3l praperty of ciien[s,and-�iith�rlpasEisn fur�Sfihtjcatict3t c�C�t�s�ntr.asi cnnclusierri�.or qRtracts fram or ragazding our reparss is s�sarved pent�ing on our avnitcn approvsi. H.A.:HANn AUGEA;A:HtJLLOW S'I"fiM AU�ER;R:REFi1SAt 3 . ��1�A.��'� ENGINEE1t�NG CORP. TEST BURTNG FIELD LOG CLIENT : H and T CONSULTANTS,INC. DATE: September 3,201b PROJECT : Property @ HOLE NO.: B-4 ADDR.ESS ; 101 North YJS Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S. LOCA.TI�Iti : See attaehed sketch x HAMMER € DESCRIPTION OF MATERIALS Dept� SA�� "N" 2 Hand H d Hand � N 0'-0"to 0--6" TOPSOIL AND GRASS Q'-6"to I'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 6 3 s AND ROOTS AND ASPHALT AND BRICK PIECES 8 1'-0"to I'-6" TAN MEDiUM SAND 1� 1'-6"to 2'-0" GRAY MEDIUM SAND xz 2'-0"to 3'-0" LIGHT GRAYiSH MED1UIvi SAND 14 3'-0"ta 5'-0" ORANGEISH MEDIUM SAND 16 i8 Za zz 24 2G 28 30 32 34 36 38 'WatCt I.eV£l: N/A Below Ezfs[ing Land Suri'ace a[time of driiling As e mutual protection to oticnts,the public and ourselvcs,61!rtparts ar�submitted as Ihe confidontia!property of clients,and authorization for publication dFstatement eonelusions oc extracls fivm or regarding Qur reporu is ro;en•ed pending on our written epprovat. ii.A.:}iATlD AUGER;A:tiOLLUW S'S'EM AUGER;R:R£FUSAL 4 , . ��.,�r.�� F��'��l'""��T�.��G CO�tP. TEST BfJRiNG FIELD LOG CLIEI�rI' : H and T CONSULTANTS, INC. DATE: September 3,2016 PROJECT ; Prapert�@ HOLE NO.: �3-5 ADDRESS : 101 NorEh US Highway 1-'4�aterway Road,Tequesta,FL DRILLEI2.: A.S. LC}�ATTiJI`r� : See attached sketch HANLMER i DESCRIPTION C?F MATERIALS Depth B�.o�'s oN "x" SAMPLER 2 Hzind }I 4 Hand H d'-0"to 0'-6" TOPSOIL AND CiRASS 6 3 3 7 4'-6"to 1'-0" DARK BROWN MEDlUM SAND W/ORGANIC�TAIIti' 4 6 8 6 5 9 1'-0"to 2'-0" TAN BEACH SAND�r/SHELL'S 4 5 l0 7 7 I5 2'-0"to 3'-0" LIGHT GRAYISH MEDZLTM SAND g 6 12 9 8 18 3'-0"to 7'-0" ORANGEISH MEDI[JM SAND io 4 14 I1 12 22 T-0"to 15'-0" LIGHT TAN MEDIUM SAND to to 16 II I2 18 20 2l 2A 26 ZS 30 3Z 34 36 38 44'�k81";C�C�'��:. �l/L t3ciaw FaEt�fn�t.uad Sdri'xct al lime t�f drttl[�rg t15 a tnutuni E�r�i�Cl3�zn.Cc��i�t�t�,tltc pu}fSic and ot+rsctves,al1 repo�are submitted as fhe conCefec�tie!-}a+'up�rty r>(c;1it[�is.nnd autltiEuJi�rtio�9 fur puhli�sfinri c�f s4r��em�ni_co�telu;it�a�nr c�lr�t3�It'�m+ar t�ggrdl��csur reports is rtse�•ed pending on onr w°ritten arprn�ei, Fi.A:-.HANt�AUCiER:A.�F{t�L,d,�z�A+!a'i'[dT,�A�iC7L^'i�:It:�'�Ft4S�.i_. $ l �� .�►.�J�� ENG��t��.II'�II�� C3�.�'. TEST BORING FIELD LOG CLIENT : H and T CONSULTAl\TTS,INC. DATE: September 3,2016 PROJECT : Property @ H�LE NO.: B-6 ADIIRESS : 10�North US Highway 1-Waterway Road,Teques#a,RL D�tTLLER: A. S. LOCATION : See attached sketch �� HAMMER � DESCRIPTIflN OF MAT]ER.IALS � Depth �u�ws orr ��=7 � _.....�__�_.__m._.... _..�....__�....._..�._._.__....._.._._ SAMpLER 2 Hand....... ��--�_ 4 Hand H 0'-0�'to 0'-l" RED MULCH 6 4 3 7 0'-1"to 1'-0" TOPSOIL AND ROOT'S 4 5 8 6 5 23 1'-0"to 1'-6" TAN BEACH SAND W/SHELL'S 5 s lU 7 7 16 l'-6°'to 2'-0" TAN MEDNM SAND g S l2 21 12 22 2'-0"to 6'-0" ORANGEISH MEDIUM SAND 10 1 t 14 11 10 19 b'-0"to 15'-0" TA�1 MEDIUM SAND 9 g 16 ]1 12 i8 20� 22 �� 24 26 28 30 32 3d 36 38 WBteY Leveli,,,,,,,�,y�,,,,�kr{nw Exist'sng l..�rt�f Surfacc at Hm�o[dri99iag As a mutuat protec{ion to clitnis,the pubtie eind oursc(ves,alt reports ace submiNed as the amlirf�xtiai prr�pr.rCy.q1'cds�nts;and author��.�4urn for pubticatiutn of statement conclusions ar extsa;.Ps ftam or regerding oar r�p�tts is reserve�pending on our�tritten app�erv&i. H.A.,2�IAhti�A.tJL3kaR;A:HOLL(1W STEM A#JGFEt;R:AEFUSAL � , � �� EN�I��NG CORP. TEST BORLI�IG FIELD LOG CLIENT : H and T CONSULTANTS, INC. DATE; September 3,2Qlb PRO,TECT : Property @ HOLE NO.: B-7 ADDRESS : l0I North US Highway 1-Waferway Road,Tequesta,FL DR7LLER: A. S, LQCA.TION : See at��cl�uct sketch � ..�...�.,..,,,_ H:AMil�E�t � DESCRI?PTIt�i�T OF MATERI.ALS Depth ��WS ON "N" � s��:,��. 2 Hand �'�'H..._ 4 Hand H 0'-0"to 4'-1.5" ASPHALT 6 4 4 7 0'-1.5"to 0'-8" LIGHT TAI�I MEDIUN[SAND W/ROCK FRAGMENTS 3 5 0'-8"to l'-6" LIGHT GRAYISH MEDIUM SAND � 6 s l� 10 7 ]0 23 1'-6"ta 7'-0" ORANGEISH MEDIUM SAND 1 r �t 12 13 70 2� 7'-0"to 1 S-0" TANISH MEDIUM SAND 12 ]1 I4 15 14 26 12 13 15 IO 11 18 20 22 24 26 28 30 32 34 3Cr 3$ Water LeVel: N/A Be1ow EKisting Land 5urlsce at Nmc a!t!t`ilti�t�As a mutua{ptotection to clionts,the public end oursalves,all reporls aze submitted as the r.00fidentia!property o£clicnts,a�id anthnrization For publicntion oPstaiemant;oncfusians nr eatracts Gom or segarding our rc�arts is resen•e�pending on our writtcn approval. H.A.;NAND AUCrER;A:HOLLQW STEM AUGER;h:fL�PUSAL 7 r � 1. ��.,�.��r�� ENGXN.��.RI,I�'G �0�:�, TEST BORING FIELD LOG CLIENT : H and T COI�'SULTA�tTS,INC. DATE: Septemnber 3,2016 PROJECT : Property @ HOL�NO.: B-8 ADDRESS : 101 North US Highvvay 1-Watervvay Road,Tequesta,FL DRILLER: A. S. LOCATION : See attached sketch -� HAIV�MER DESCRIPTIflN {3F MATE�IALS � Dcpth B�ows ox Htv» ......_._...__ ,...__..._. SAMPLER 2 Hand � �� ... 4 Hand E3 0'-0"#0 0'-1" RED MULCH 6 3 3 0'-1"to 0'-8�' TOPSOIL ATID RI�flT'S 8 0'-8'�to 1>-6': TAN I3EACH SAND WJSHELL'S C I� 10 1�`V��tO�9�Vy� flRANGE]`v1EDIUM SAND 12 14 16 18 2a 22 2d 26 28 30 32 34 36 3B __ _ Waker I.eVel: 1�f/A Below Exisfrng C.and Surface ak time of drilEing As a mutual protection to clients,tbe public and ourselves,ell repais ere submitted as Ihe eon�dential proper#}•of otienis,and authorization Por pufilieation of statement eonciusicNta oc exUacts trom or cagazdingous ceports ss cescsved pe�sding on our varitten approval. N.A.:HAND AUGf,R;A:HQLLOW SFEM AUGEft;R;REFUSAL g � B# : Borin�Test Location Q P-#�: Percolation Test Location N � � . .. , ;�� , � , , _ 4 ,+�� r � ��s� �� - F �_ � � � �`Y ; P-1 T'34 � � , ��; �3� �31 �3 , � s. �� B$ �� '��'; 1��t� �'�� M ` � $�j a = �: ' (�;�,a � .. , ) .� , I ' ��. �. � .�,.��=� P��-. �. � � .� � ��,A�'�+�;� ��t�-�l'�:E:��:�C� �tC��. j,... . ........�_�-uru.:...,�...., . Client: H&T Cvnsultants,Inc. ScaIe: N.T.S. Project: ]0] North US Highway 1,Watertvay Road, Tequesta, Jupiter, FL Date: 5eptember3,2o�s , v PERCOLATI{�N TEST � �p`.�.'"`'y' "�", �� i ��rf�� a�ii�ir �ti� �� ' � �W1�YNATECliENGYNEERING.COM Miami; September 3,201 b Mr. Lee Thompson H and T CONSULTANTS, INC. 9310 Old Kings Road South, Suite 103 7acksonville.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. Tl�e pwrpose of our invesfigation 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-avaluated. Groundwater was measured immediateiy at the com�letion of each boring and wes faund at an average depth of approximately 22' below exastizag ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must veri£y existing ground elevations as we11 as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuatian in water level is anticipated due to seasonal variations and run off as we11 as varying ground elevations construction dewatering and pumping activities iu the area and global warming. Site contractor must familiarize hinnself with site conditions in the event graundwater controls and dewatering is naeded during construction. Surface flooding znay result under hurricane conditions and should be taken into consideration in the deszgn of the project. The cantractot shall morutor and make sure that groundwater levels on adjacent properties are not adversely itnpacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shail be consulted for all work below the groundwater level. 1n case of existing structures, existing fo�tings new foundations and proposed drainage lines,provisions shal] be made by the structural engineer, the civi]engineer, and site contractoz to pr�tect 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�eld during eonsfruction. 1 750 WEST B4TN STREET,HIAL�AH,FL 33D14 PHONE(305)828-7A99 FAX(305)826-9588 EMl1IL:tNFOpDYTIATECHENGINEERING.COM { � j'�, ,/ . k Re; ldl 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 ��ett �ar�+eFitie� it� t» fts�- i��r te�t lt��afa�rrs, t�t��i.�t� rc��rtecl on the #ielci boring ln�s represent the cle�th beIow s:�istiz��;�t�c�t�nd,��arf��c as ihcy exi�t��7�ih�d�t� ��'c�ril]ing. In th�;event of suls��c�uent f lling, e�c�vaiions or siY��tark,the re�Cs�t�Ci t�e�rtl�s ri�tis�he;�djusi�ti ic��'e�re��nt proper depths. 'T'h�bc�rin�log (s�at�a��aed p��sent(s)a det�iled descsip�ion o.f the�c�ils enc;��r�.t�red ��t�st locati�-�n (s}. 't"h�soil �uatz��atic�n showrt �t� th� ba��i� log {sj is has�tf c�sa the c�x�ra�ir7�tit�z� t�f the r�:e,;�vered sc�ii samp��s and int�i�}�r�tstic�n rs�t�e.ctri.dier°s fz��cl la��s�� t i�di�t�.� s�nl�r tla��arcaai�a�e bc+tznd�,ri�s 1�e�-��een soil typ�s. Tlae �ct�a�l tran�it'rcrns 6�tv�reexa ��ljace��t�z�iy�a�s nn�a�t bc �radual. �.egarcil�s�of tl,e the�rau�tzness of a g�iectu�z��l cxpl�ratis�t� tltiere is a��ys�ie �c�s:�i�iiIity tl�t �i��itians may be different from those of the test locations; therefore; DYNATECH ENGINEERJNG CORP. does not gvarantee any subsoil conditions between the bore t�,.st hcr��s, I�a��ce,�ii.n�az�d usan��s rep�rt�lae c�ien�und�rstt�ars�3s�sYc� �r.��p�t�th�t �ll r��fr�m th+�tua�n��r� stri�ti;� ft�r t�un�licazt��ly��anly�nd are nc�t tt� � ttsed f'cix �xc�v��ir�ra �r b�cic ,�11�x�� c�tirnatcs �nd pricin�. (�e�er�n�i ��te cc�ntrac�s�r taar�st f�tniliac��c�t►ii�nself v�:�it��s�te cc�nt�iti�n�,prickr fi�t�iclrl�x��. �'c«r�nvirnnmental due r�iJi��nc�$�P"h�se��,nd>+a�I'�t�s��I��tviz`t�ttm�nfs�t �Site.A.ssessments is recommended. As a mutual protecrion to clients, the public and ourselves, all reports are submitted as the confidenti,al property of clients, and authorization for publieation of sta.temer�ts, conclusions or extxacts from or regarding our reports is reserved pending our written agproval.The scope of services performed in�the executi4n of th'ts investigation may not be appropriate ta satisfy the needs of other users,and use or re-use of this dacument or the findings,conclusians,or recoxnmendations is at the risk of said user. S�id user must contact DEC in writing to verify applicability of this zeport for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsur�ace canditions during construction which deviate from the information obtai,aed from our subsoil investigation is always likely and should be reported to us for our evaluation. All wark shall be conducted in compliance with fihe Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations, Yt has been a pleasure wqrking with you and look forward to do so in the near future. Sincerely ycaus's,, -- �._. �� lA.�e�.��' , w �q, •. "S�"issa�za Naamani, P. E. 1�� t} `-',i ,� ',. DYNATECH ENGINEERING CORP. ;�_ �,� `<,� � ,... ,�c,,• Florida Reg.No. 39584 '� � Special Inspector No. 757 u?°, ��¢ " �;�'` _; �,$ Certificate of Authorization No.; CA 5491 -�� '. �:�� 0�,�rr$ �ti�»;� w,'��r�f'��{��. ��'�611«, 750 WEST 84TH STREET,HIALEAH,FL 33014 PHON�(305)B2B-7499 FAX(305)688-9598 EMAIL:INFO(�DYNAT£CHENGINEER]NG.COM ��+ � J ! k t PERCQLATI�N TEST � a �-�� o-»�';��A. �� IF t ,�'�� E��l��I� ��{ � � �� x ,. � � A� �� _/� WWw•DYNATECHENGINEERING.COM �7��.c:��3.��c��s~�.�+c��v� �rt��.r. . .�. ��.�l.T, S"I'��il�.AR3� T`�;�T DATE ; September 3,�U1G �LIENT : H and T C�NSULTA.1\TTS,INC. PROJECT t Proper#y @ PROJECT L�CATIQN : l01 North US Highway l-�aterway Road,Teyuesta,FL L(3CATION 4F TEST ; SAS D1t91Y1L' 11`.11 ol 11oJ.�L' `a J9! TEST N�. ; P-1 TEST DEPTH(feet) �-ip� AVER.A.GE FLOW(GPM) 42.5 -3 AVERAGE K{CFS/Sq.Ft-Ft Head) 1.28x10 * The above hydraulic conductivity represents an ultimate value. The desigaer should deeide on the required safety factor. This vaIue is based on t�te e�cisting soils at the locatioa of the fies� Water Table 22' Below existing ground surface,usa H�>10' bottom of treneh for K value ca)culations. �i[.?��tJ�+'r�►C.:�: ��J�°..��`1��4"I'I�I� I��sh �el�fw Crr�u��d St�rC�ec� 5�ai�llesc��n�ion 0'-0" to 0��6„ Tn��c�iT€��t�g�-a�� ,..4 i C:f,,,� Q'-6" to 1'-6" ��rk bresw�*a� m�ditztt� �and�/ar�atta�,� .�#��c�c��;,�#races 1'-6" to 2'-0" `i'�xa �et�iXtx�sa�ti .a�� ' ..,.`w,. � : ��, - � 2'-0" to 5'-0" ��ht�ray�s�►medliun��ur��i .,��F��`�� ,. ,,,�:, �� 5,_�" to 7'_0" �.�d��k� m+�+�i�a��t�d .�a ;�, '�'-0" to 15'-0" Tsn�sh me�3iuin�a�� •'4 x .� ' = � a, ;!"�° " ,�`�" '�; � a°,s ��',r <+�r �V R�s�e�c�t�''c�Ily:�u�n�,itted,��-�'?r'�,�" � �C� Field Tech: A.S. '�issanrt Naawatu,P. E. D'YNATECH ENGINEERING CURP. Florida Reg,No.39584 Certificate of Authorization No.: CA 5491 "Aa st mutual protection t�a tt�e cttestta,the p�hl[c arrd ourxelve;t,ntf reporis pxc su6mitted As the con�ida�atiat property_oCrlients,and author'v�tion fbr publ6eat#on of stafement rprnrtusi�ans or extr�ct,�{rarn or re�ardiog our reparts is reserved pending aa our w�itien npp�ovsi, 750 WEST 84TH ST'REET.HIA1.EAfi,FL 33014 PHOh7E(305)028-7499 FaUC(305)B28-9598 EMAIGINFQ@DYNATECHENGINEERING.COM �� f � Y �ITE PLA�I�I P t •.. � B# : Boring Test Location �P-�: Percolation Test Location N ${ � t F� � �' ._. .. . _ ($} R �"§_ � 3 t ..�'� � a � 1�� y d` y„' z t � '�� t �—� �� , . , � ; � �� s � �� dit�i 11l�f� � �? � � �. �� S ., �y� � � � � �� , �;�. .� �°� : , � , . � � � �� " � � . -,F s.. �„_�: :� �."��w. � :. �YI�T;A.TEC:� �Nt�-�;��RING C��.P, Client: H&T Consultants, lnc. Sca1e:N.T.S. Project: 101 North US Highway 1,Watenvay Road,Tequesta, Jupiter,FL Date: September 3,2016 No Text � ., ��i�» �� Soil barings on unmarked vacant properry shou3d be considered preliminary with further boring(s)to be dri))ed after , building pad{s)��ked out, Sail bc��in�s on�xi�tin�s�setures fhet are to be demoii.shed sttc�uid be�a�si��x�ti prei ira��nary an��disitionaf borings would r��ci to 1��rf�arr�tc€��ftcr the structure(s)�a=bt�t�derr�clis3��d en�prc�pc�s�d n�°w buitoin�sfaked out. ,�s a rx'�utuat px�t�cti�dn te+clie�ts,thc g�zhlic and q�ss�l�s,all repc�r�s are��s�s�itted°�� car�f�de�ttinl pr�p�z�ty��'elients, and �uthari�tior��`��'��blicaiion of sta#emett#s,conc�UStti�51 C7�#f�c�t5 f�Cttti Or i�gtsrd9t�g e�ut� �r��pri5 1�t�BervCd°pct�diA�our 'u;€J'�3t�fl Bp�rt3V81, �� '��,,., ��.��Q� t� �''��5 CorrelaHon�of Penetratiou Resiatance With �`artt�ele Size ��`�� Boulders > 12 in, Cobble 3 in.to 1 in, -. �� `' x� ��°�� '�� Gravel 4.76 mm to 3in. � PEnetra#iots (�Ic_tn� �$p /�{, Denai Sand 0.07 mm to 4.67 mm. Silt D.005 mm.to 4,074 mm Sands 0-16 - 0-4 Very Loose C1aY <O.ODS mm 17-40 5-10 I,00se 41•80 11-20 Firm ��,�,�� 81-12D 21•30 VaryFirm �-•- � Over]20 31-SO Dense S%- 10 % Slightly Siity or Clayey 10%_- 3Q% Silty ar Clayey Silts Bz 0-3 0-2 Very Loose 30%- 50% V�ry Si1ty br Very Clayey Ctay 4-9 3-4 SoR 0%- 5% S1r"ghtlyTtece 10-17 5-B Firnl 6%- 10% Traoe 18-31 9-15 Stiff 11%-20% Little 32-60 56-30 Very Stiff 21°l0-35% 5ome Over 60 31-50 I-Iatd >35% And �,ack�ard�.ess �ese�r� t��z� Soft Rock cora erumbles when handled Medium Can break with your hands. Moderate Hard T��n edges ar rock c�re�an k�e braken w�th f"tngers Hard �"hir�edgas c�r roak cora canr�vt be bresken uiith�in�ers Very Hard T�.t�ak e�ir�rings�vhen struck with h�nnmer(c�h�rts� � SIGN CROSS SECTION � � �� PRIMARY ELECTRICAL SOURCE'/z"EMP pipe from panel with 5" � dedicated circuit NEC 600-2 PRIMARY BY OTHERS BLACK TRIM B 120V PRIMARY ELECTRIC BLACK RETURN C TRANSFORMER HOUSING BLACK ACRYLIC FACE G D ELECTRONICULPOWERSUPPLY60WATTS,12V WHITE LED PROPOSED SIGN E LED RIP STRIP 1812C STR LT BLUE SUN RESISTANT CONDUIT NOT REQUIRED F�voR PLAN F 1 1/4"X 3/16"TAPCON SCREWS �, J � Min 4 for each letter , - _.-. --- � t:•.,.-_- :. . , ., 1�� G EXISTING STUCCO PLYWOOD WALL —"— " --- ---- .. . —+ , ____..__.___ _ _ r'._L l f ,: _, ..: 3. � �H�' H .40 BLACK ALUMINUM RETURN 5" ` I _ _ s,4�ON � MEDICAL' `;1u` r . .. _.._.__ ____�� ; I - �---- � -J � ; J #8 X 314 FLAT HEAD SELF DRILLING SCREW PAINTED SAPAE COLOR � L `� � �_ P � � � � i� K 3116 ACRYLIC FOR FACES black by day white by night acrylic, � i !� -? I �__ I—�� — ---' �`-�. {/ ��(� (� 20 AMPS DISCONNECTED SWITCH ! � �� - � _ --_--�-.---� ---� � WHITE L.E.D AS NEEDED attached to letters � � � � with double tape and silicon bond for FRONT lit letters �EJ� -- FRONT ELEVATION '/�"CONNECTORS � O - SCALE 3/16"=1'-0" � i\ BLACK 1"TRIM D � � SUPPLY WIRE FOR LED UL WITH GROUND � ; �� P I � ; Q 114 drain holes one for each letter WITH LIGHT BAFFLES I � '� 20" i �, - L - C SIGNAGE PER CODE SIGN °°MEDICAL" 18.5 SQF NOT TO EXCEED � ��Q�' 60 SQF SIGN 00SALON" 13.6 SQF 103" � I �� ALL INSTALLATIONS COMPLY WITH F.B.C. CHAPTER 31,08 U � THIS SIGN COMPLIES WITH EXPOSURE ��C" ASCE 7•10 i 2014 FBC. BUILD TO WITH STAND 175 MPH 2O�� ALL ELECTRICAL SIGN SECTIONS TO HAVE U.L LABEL A � IN ACCORDANCE WITH ��NEC 600.3 AND MANUFACTURERS LABEL �3a" � LOCATED NEXT TO DISCONNECT SWITCH, BB&T - TEQUESTA LOT 2 I. 20 WATERWAY RD 'i , TEQUESTA, FLORIDA 33459 � ; J __ _-- - _- ____ _ __ -�_�L�--� �_ - __-_ o _ _ _ _ I � III PAINT COLORS SCHEDULE AND MATERIALS u �-� ,=�; _ ,.� ,. , , ,._,., '�■ -- ---- --- � - ,. _.. �, t.- i �) ' - . ,. ,_ " � i I � PROPOSED BUILDING `�' �' i: � _ �� AREA 4,000 SQ. FT. ' (� -� ` � �� --_ �• F.F.E. 17.3' � j � ■ . , , I --- — � , , .: v � � � ' I ' _ ..� - --- - — � , i� ,� ,�_, :, I � -�-- I =, , i ' \ /�-- ----- - � , � � � i J`, -+-�1 �-,, ,#– _ __ � � -----1 �_ ' � � a� � � FLOOR PLAN SCALE.3116"=1'-0" � 51GP.i-Drc:CO>d:;tYi UA 'KOFC;.=t � O�.L SEE SiP,G SU6ti11 i N_ � �� '�Dt�J rll�'t� ORF I.Nt i. ' � �S'dOOTrf PI�.ISH Jc.�� ^� � �r �J'a I� 7�Yl2C�r>4�: �IJI.I�i:�� I � ".. � /I t15 10vTH If,l r'- �'�,_-" DE�O'A f:'E Sf=OF�-�. ��Ir;��, iG�oF w i1 �, ��irH.�.�oor7 r�r:i5ri:.�„��co �J i +zs�-e�T 1� =� � i % � �--'��'�.00rh;IU�';::;��'.z...-_; J �. � , �^ ' TOP�F W.ALL }.. _- --- -- - �------ _ : _..r. � , , _— -- --- � __ _ -- __— _ _ _ � � , � � I � �� SALO� IVIEDICAL <<C -- � :�r ��r� �> �� PR��-�,�„F -� -- I -__ _ � �;� = ' � � — � or.:c��N�i�e7co�r i�r,i= ��i i � ----- --- �— � - —_ �-� �,� . �_ _—� �,�OOTh SrU�CO�EC`��) , ^ � '� �� cr src�E �onr� " Q� I� � � r i—��I - "'�° ° � O �� '��: f; I O?��.OUT: �..A:= � � "'Q Is �i � � i i! i _ � �V —� � I _ _:r��c;. •J-r�U2.TA.V �4i.._ �Y �-- ; � ., i� � , � ✓ v �Y � . _ � �' rC�COLUVv BAS=}� �'� �_ II � �. —___.__ _ • � ' �i � �_ "� `� . — — �� . i s ....__ J U`_ � i ' ! I � � �' ' � . 1 - . F`I J5� F� I Q Q � ' __.__.. ._. .___ , ._ .__....�' ._. ...____. _.. . — �.____ _— _ .�_�..: _-- � �L�t: _._..... .__ _.� .._— �'-�' S,— - ' - . �_., s�r .. ' ' — ':,'1 ' S J, '.:�'.1 nJOM1. .�FzJ:.� `� �lil � `�f �.'.F20�1 iTJOK �J N� FRONT ELEVATION ,� i SCALE:3�16"=7'-0" � �'� � TOP OF YIAi L x�wn a nv -�� _-____--_____... . .... .. _ . .. . . . � .vo. i .____... ._.______--__.... ...____—— �,.�, � . •� . . . . ....._.. � � R�v!SICNS � � � � ' � tJn. DnTE DESCRIPTION --N.�:iLL 6EYOND s/ALL Ht"OK�D roN c� ,vn�� , TOP oF v�n�� , � - ---- -- ___ --._..__.._. _ - _. _- - i _ � _ _ +zo,-a••� � _ _. ---_ __ � -_ ____ ... ---- -- , -� _ -- _--- i1 I �� -- : � - — �� `:� — , � - J — ,� ,� � . — �--- . � J �� .: `, , � , ' � - -�- _ '', TG`P 0�STOR[fRONT� TO?0�STORE FRONT� _.. � ____ I� � ��,� � � '�I 'iJ-0� :,��, � ',� � _ . . ! I , ' i I... jII � I�,I .��:' �� DLVG IS>UE DA1T:5-8-17 I II � .. � I -.. ��I I '�,�I� TIT�%SHEET � i� Il�j , , TOP COLUMN DASE III '��II TG'CC�Uti1N BASE .� , �) � , i co�ar, 'ti-iaT��,ia� � � � , .. , . �, ' � ' � I � � �- 4�—v � � i — 4_0� i � ' I—� --1 i , . � PLAV � � ' --- - - � I _____ I� _�� ...:_ "—"—__ ... _ _'__�.. '—' � . .FINIVSH FLOC�4� __ ��—__ —_ �� . FlN:NSH h 1 ' >HEE7 NU1.19ER .._.... . ___'_ _.. .... . ...� -__�._ ... O,_�„ � . ' -- 0'— Y ` '�I=�;:=UCP.I`i 'dES; _...."i r,'�-- 1'-1 5.��'� 1�-�'i�l�) lJ�r� `-1�.4 P_. '-1 pX�-� �� BACK ELEVATION � SIDE ELEVATION �'-\, SCALE:3li6"=1'-0' SCALE.3fi6"=1'-0' Page is too large to OCR.