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HomeMy WebLinkAboutAgenda Packet 10.20.2016 Generated 10/19/2016 9:51 AM PLANNING & ZONING COMMISSION AGENDA ST. LUCIE COUNTY P & Z Regular Meeting Thursday, October 20, 2016 6:00 PM St. Lucie County Commission Chambers 2300 Virginia Avenue 3rd Floor of Roger Poitras Building Fort Pierce, FL 34982 BOARD MEMBERS Chair STEPHANIE MORGAN Board Member EDWARD LOUNDS Board Member WILLIAM O'DELL Board Member CHARLES GRANDE At-Large Board Member JAMES TAYLOR Vice Chair BOBBY HOPKINS At-Large Board Member JAMES CLASBY Board Member WILLIAM SMITH At-Large Board Member ROBERT LOWE Ex-Officio Board Member MARTY SANDERS P & Z Regular Meeting Thursday, October 20, 2016 6:00 PM 2 | P a g e WELCOME  Please turn off all cellular phones and pagers prior to entering the Commission Chambers.  Please note that the Planning and Zoning Commission/Local Planning Agency serves in an advisory capacity to the St. Lucie County Board of County Commissioners and has the power to review and make recommendations to the Board, for approval or disapproval, on any applications within their area of responsibility.  The Planning and Zoning Commission strongly encourages your input and comment at the public hearing. Please limit comments to three minutes if possible and be respectful of others’ opinions.  For public convenience, all meetings are televised and are provided with wireless internet access. P & Z Regular Meeting Thursday, October 20, 2016 6:00 PM 3 | P a g e 1. CALL TO ORDER A. Pledge of Allegiance B. Roll Call C. Announcements D. Disclosure(s) 2. MINUTES 3. PUBLIC COMMENT 4. PUBLIC HEARINGS A. Ordinance - Proposed Text Amendment to the Land Development Code, Prima Vista WaWa Staff recommends that the petition be forwarded to the Board of County Commissioners with a recommendation for denial. B. Resolution - Preliminary/Final Planned Non Residential Development Site Plan, Zoning Atlas Amendment (Rezoning) and Conditional Use Permits Staff recommends the Preliminary/Final Planned Non Residential Development Site Plan, Zoning Atlas Amendment (Rezoning) and Conditional Use Permits be forwarded to the Board of County Commissioners with a recommendation of denial. C. Postponement of the Placement of Wireless Communication Facilities in Rights-of-Way Staff recommends the Local Planning Agency forward the draft ordinance to the Board of County Commissioners with a recommendation of approval. 5. WORKSHOPS A. There are no items scheduled. 6. OTHER BUSINESS A. There are no scheduled items. 7. ADJOURN P & Z Regular Meeting Thursday, October 20, 2016 6:00 PM 4 | P a g e NOTICE: All proceedings before the Planning and Zoning Commission / Local Planning Agency of St. Lucie County, Florida, are electronically recorded. If a person decides to appeal any recommendation made by the Planning and Zoning Commission / Local Planning Agency with respect to any matter considered at such meeting or hearing, he will need a record of the proceedings. For such purpose, he or she may need to ensure that a verbatim record of the proceedings is made, by hiring their own court reporter at their own expense, to create a record that includes the testimony and evidence upon which the appeal is based. Upon the request of any party to the proceedings, individuals testifying during a hearing will be sworn in. Any party to the proceeding will be granted an opportunity to cross-examine any individual testifying during a hearing upon request. Anyone with a disability requiring accommodation to attend this meeting should contact the St. Lucie County Risk Manager at least forty-eight (48) hours prior to the meeting at (772) 462-1546 or T.D.D. (772) 462-1428. Any questions about this agenda may be referred to St. Lucie County Planning Division at (772) 462-2822. ITEM NO. (ID # 3720) DATE: 10/20/2016 AGENDA REQUEST * LEGISLATIVE BACKGROUND: The applicant, Brightwork Real Estate, has filed five concurrent petitions in support of a proposed WaWa convenience store and gas station on Prima Vista Boulevard within the River Park Community Overlay Zone. The petitions include a text amendment to the Land Development Code, a Conditional Use Permit for a gas station, a Conditional Use Permit for retail sale of beer and wine and Preliminary and Final Planned Non-residential Development (PNRD) site plans. The proposed text amendment amends a subsection of the River Park Community Overlay Zone, Section 4.02.00 of the Land Development Code (LDC). The purpose of the overlay zone is to recognize changing conditions along Prima Vista Boulevard, in the River Park subdivision, between South Highway US 1 (SR 5) and Airoso Boulevard and to establish supplemental performance standards of review by which to evaluate all applications for change in zoning to nonresidential use. The overlay zone section is intended to provide for a logical and orderly transition from residential to nonresidential zoning where appropriate, and to protect those parcels which remain residential from the impacts of nonresidential development. Based upon staff analysis, the proposed text amendment to the Land Development Code is inconsistent with the Land Development Code and the Comprehensive Plan. The proposed amendment is contrary to River Park Community Overlay Zone, which is intended to protect the neighborhood from the deleterious effects of high-intensity commercial development. Please see the attached staff report for detailed analysis. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A TO: St. Lucie County Planning & Zoning Commission PRESENTED BY: Britton Wilson, Comprehensive Planning Coordinator SUBMITTED BY: Planning Division SUBJECT: Ordinance - Proposed Text Amendment to the Land Development Code, Prima Vista WaWa 4.A Packet Pg. 5 Updated: 9/16/2016 1:54 PM by Britton Wilson Page 2 RECOMMENDATION: Staff recommends that the petition be forwarded to the Board of County Commissioners with a recommendation for denial. COMMISSION ACTION: Coordination/Signatures 4.A Packet Pg. 6 Planning and Development Services Department M E M O R A N D U M TO: Planning and Zoning Commission THROUGH: Leslie Olson, AICP, Planning & Development Services Director Bonnie C. Landry, AICP, Planning Manager FROM: Britton Wilson, AICP, Comprehensive Planning Coordinator DATE: October 20, 2016 SUBJECT: Text Amendment to the Land Development Code – Prima Vista WaWa The applicant, Brightwork Real Estate, has filed five concurrent petitions in support of a proposed WaWa convenience store and gas station on Prima Vista Boulevard within the River Park Community Overlay Zone. The petitions include a text amendment to the Land Development Code, a Conditional Use Permit for a gas station, a Conditional Use Permit for retail sale of beer and wine and Preliminary and Final Planned Non-residential Development (PNRD) site plans. Background Analysis The proposed text amends a subsection of the River Park Community Overlay Zone, Section 4.02.00 of the Land Development Code (LDC). The purpose of the overlay zone is to recognize changing conditions along Prima Vista Boulevard, in the River Park subdivision, between South Highway US 1 (SR 5) and Airoso Boulevard and to establish supplemental performance standards of review by which to evaluate all applications for change in zoning to nonresidential use. The overlay zone section is intended to provide for a logical and orderly transition from residential to nonresidential zoning where appropriate, and to protect those parcels which remain residential from the impacts of nonresidential development. The proposed text amendment updates Section 4.02.05 – River Park Community Overlay Zone - Use Limitations, which due to their potential for negative impacts to neighboring single-family homes, calls out the following three high-intensity uses as specifically prohibited regardless of zoning classification: A. Eating and drinking places; B. Gasoline and other fuel sales and services; and C. Drive-in facilities. The application proposes to strike A. and B. in support of the future development of a WaWa convenience store, which would offer retail sales of gasoline, convenience items and made-to-order food services with indoor and outdoor seating areas. River Park Community Workshop In 2014, the Planning and Development Services staff held five workshops with the River Park Community. The focus of the workshops was to reach a consensus among the residents as to the recommended changes to the River Park Community Overlay Zone. Based on written comments and 4.A.a Packet Pg. 7 At t a c h m e n t 4 . A . a : S t a f f R e p o r t ( 3 7 2 0 : W a W a T L D C ) Planning & Zoning Commission Petition: Prima Vista WaWa TLDC October 20, 2016 Page 2 of 5 feedback offered during the workshop process, the residents reached general consensus on the following issues: • No desire to commercialize the River Park marina (restaurant) • Encourage commercial development one lot deep, two lots wide and one story high • Create River Park specific landscaping and architectural requirements • Prohibit the high intensity uses: I.E. multi-family residential, gas stations, bars/nightclubs • Consider the following uses: medical/professional offices • Boulevard beautification • Consideration of differing character and design along Prima Vista should encourage differing design and use standards There was minority interest in the following: • Two story height development along the boulevard • Two lot deep commercial development conversion, providing walls and landscaping to the rear • Low intensity services (hair salon, coffee shop) and small scale retail (boutique, under 3,000 s.f.) The consensus data was then organized into the below three scenario options and voted upon. 1. Scenario One: Rescind the River Park Overlay, and allow underlying Future Land Use and Zoning to control. • Net Effect: Permitted uses remain single family; however, all zoning districts compatible under Residential Urban Future Land Use are possible upon rezoning. These zoning districts include: all Residential zoning, Commercial Office, Commercial Neighborhood, Institutional, Utilities and Religious Facilities. Higher intensity uses, such as Commercial General zoning, could be possible if the applicant processes a Future Land Use map amendment. This scenario would lead to higher intensity uses along the Prima Vista Boulevard. 2. Scenario Two: Adopt new Overlay regulations based on year-long consensus building. • Net Effect: Creation of River Park Office Commercial, encouraging the development of one lot deep, primarily small scale office uses, with provisions for some low-intensity service uses and a mechanism to consider two-story commercial structures through a Conditional Use permit. Two-lot deep development would retain the requirement to process a Future Land Use map amendment. This scenario will encourage the redevelopment of existing structures and existing lot sizes, retaining the existing massing and scale, allowing for uses to change along the Prima Vista corridor while retaining the midcentury character of River Park. 3. Scenario Three: Do nothing. Leave River Park Overlay regulations intact. • Net Effect: Encourages the retention of single family homes on Prima Vista Boulevard. In order to convert to commercial, the overlay requires amassing multiple parcels of land, contemplates two-lot deep development, requires a future land use map amendment, and a Planned Non Residential Development rezoning and site plan process. This is not within the fiscal feasibility of most small businesses. It will ultimately lead to larger scale commercial development, as evidenced by the auto parts stores, rather than low intensity small office uses. Of the three scenarios outlined above, a Wawa gas station with made-to-order retail food service would be an allowed use only in Scenario One. 4.A.a Packet Pg. 8 At t a c h m e n t 4 . A . a : S t a f f R e p o r t ( 3 7 2 0 : W a W a T L D C ) Planning & Zoning Commission Petition: Prima Vista WaWa TLDC October 20, 2016 Page 3 of 5 After extensive discussion and questions, a poll of those in attendance resulted in the following: 1. Scenario One: 11 votes 2. Scenario Two: 35 votes 3. Scenario Three: 0 votes Staff presented the results of the workshop series to the Board of County Commissioners where staff was then directed to move forward with amending the River Park Community Overlay Zone per Scenario Two. Staff is currently working with an outside planning consultant to formulate the new language and anticipates bringing it through the public hearing process this winter. STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE In reviewing this application for a text amendment to the Land Development Code, the Board of County Commissioners shall consider and make the following determinations: 1. Whether the proposed amendment is in conflict with any applicable portions of the St. Lucie County Comprehensive Plan and/or the Land Development Code; The proposed text amendment to the Land Development Code is inconsistent with the Comprehensive Plan and is internally inconsistent with the remainder of the Land Development Code, specifically the intent of the River Park Community Overlay Zone (Section 4.02.05), which is to protect residential homes from the impacts of nonresidential development. The amendment is contrary to Objective 1.1.8, which states that “property owners' investments, their quality of life and the single-family neighborhood, as a defined residential area, shall be protected from the encroachment of commercial and/or other inappropriate uses through consistent and predictable application of the Land Development Code.” The proposed amendment to remove the specific prohibition of eating and drinking places and gasoline fuel sales is contrary to the collective interest of the River Park Community as demonstrated in the workshop consensus outlined above. The amendment is also contrary to Policy 1.1.8.4, which states that commercial uses are to be compatible with surrounding land uses. Again, the proposed amendment to remove the specific prohibition of eating and drinking places and gasoline fuel sales is contrary to the collective interest of the River Park Community as demonstrated in the workshop consensus outlined above and is incompatible with the surrounding single-family neighborhood. Policy 1.1.8.4 - Limited development of commercial/non-residential uses, that are not located within a special area plan adopted within the Towns, Villages and Countryside Element, will be allowed within areas classified for residential use, provided that these activities are compatible with the adjacent land uses and meet the following standards: a) Intent of the commercial use is to provide easily accessible, convenience-type uses to immediately surrounding residents; b) Conversion of the petitioned property would not promote any strip commercial use of land; c) Use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property; d) The property for which the commercial designation is sought does not exceed 10 acres. 4.A.a Packet Pg. 9 At t a c h m e n t 4 . A . a : S t a f f R e p o r t ( 3 7 2 0 : W a W a T L D C ) Planning & Zoning Commission Petition: Prima Vista WaWa TLDC October 20, 2016 Page 4 of 5 2. Whether and the extent to which the proposed amendment is inconsistent with the existing and proposed land uses; The proposed text amendment to the Land Development Code is specific to the River Park Community Overlay Zone. The purpose of the overlay zone is to recognize changing conditions along Prima Vista Boulevard, in the River Park subdivision, between South Highway US 1 (SR 5) and Airoso Boulevard and to establish supplemental performance standards of review by which to evaluate all applications for change in zoning to nonresidential use. The overlay zone section is intended to provide for a logical and orderly transition from residential to nonresidential zoning where appropriate, and to protect those parcels which remain residential from the impacts of nonresidential development. The proposed text amendment removing two prohibited uses is inconsistent with the overlay’s purpose of providing a logical and orderly redevelopment from residential to commercial uses while protecting residential single-family from the deleterious effects of high-intensity commercial development. 4. Whether there have been changed conditions that require an amendment; The series of neighborhood workshops has demonstrated that conditions and sentiments of the neighborhood residents has changed little since the original regulations were adopted. The neighborhood consensus is to retain the prohibition of high-intensity commercial uses of gas stations, eating and drinking places, and drive-in facilities. 5. Whether and the extent to which the proposed amendment would result in demands on public facilities, and whether or to the extent to which the proposed amendment would exceed the capacity of such public facilities, including but not limited to transportation facilities, sewage facilities, water supply, parks, drainage, schools, solid waste, mass transit, and emergency medical facilities; Site specific facility impacts will be addressed at the time of site plan application. All development is required to adhere to current Level of Service (LOS) and concurrency standards. 6. Whether and the extent to which the proposed amendment would result in significant adverse impacts on the natural environment; Site specific environmental impacts will be addressed at the time of site plan application. All development is required to adhere to current environmental resource protection standards. 7. Whether and the extent to which the proposed amendment would adversely affect the property values in the area; The proposed text amendment to the Land Development Code would remove the prohibition of specific commercial uses that impose negative impacts on the surrounding River Park neighborhood thereby potentially reducing adjacent single-family home property values. 8. Whether and the extent to which the proposed amendment would result in an orderly and logical development pattern specifically identifying any negative effects of such patterns; The proposed text amendment is contrary to the River Park Community Overlay Zone, which is intended to protect the neighborhood from the deleterious effects of high-intensity commercial development. The prosed text amendment would create a development patter of high-intensity commercial uses located adjacent to single-family residential homes, which does not result in an orderly and logical development pattern that is typically achieved through a transition of low-intensity to high-intensity commercial uses. 9. Whether the proposed amendment would be in conflict with the public interest, and is in harmony with the purpose and intent of this code; 4.A.a Packet Pg. 10 At t a c h m e n t 4 . A . a : S t a f f R e p o r t ( 3 7 2 0 : W a W a T L D C ) Planning & Zoning Commission Petition: Prima Vista WaWa TLDC October 20, 2016 Page 5 of 5 The proposed amendment is not in keeping with the public interest as demonstrated through a series of neighborhood workshops and is not in harmony with the intent of the River Park Community Overlay Zone. 10. Any other matters that may be deemed appropriate by the Planning and Zoning Commission or the Board of County Commissioners, in review and consideration of the proposed amendment. The Planning and Zoning Commission and the Board of County Commissioners may raise other matters regarding this proposed text amendment to the Land Development Code at the public hearing. Analysis Summary: Based upon staff analysis contained in this memorandum, the proposed text amendment to the Land Development Code is inconsistent with the Land Development Code and the Comprehensive Plan. The proposed amendment is contrary to River Park Community Overlay Zone, which is intended to protect the neighborhood from the deleterious effects of high-intensity commercial development. Staff Recommendation: Staff recommends that the proposed Text Amendment to the Land Development Code be forwarded to the Board of County Commissioners with a recommendation for denial. 4.A.a Packet Pg. 11 At t a c h m e n t 4 . A . a : S t a f f R e p o r t ( 3 7 2 0 : W a W a T L D C ) Ordinance No. File No.: TLDC-320165003 Page 1 Underline is for Addition Strike Through is for Deletion ORDINANCE 1 FILE NO.: TLDC-320165003 2 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF ST. 3 LUCIE COUNTY, FLORIDA, AMENDING THE TEXT OF THE LAND 4 DEVELOPMENT CODE, SECTION 4.02.05 RIVER PARK – COMMUNITY 5 OVERLAY ZONE – USE LIMITATIONS, AND CREATING SECTION 4.02.06 – 6 GASOLINE AND OTHER FUEL SALES AND SERVICES; PROVIDING FOR 7 CONFLICTING PROVISIONS; PROVIDING FOR SEVERABILITY; PROVIDING 8 FOR APPLICABILITY; PROVIDING FOR FILING WITH THE DEPARTMENT OF 9 STATE; PROVIDING AN EFFECTIVE DATE; PROVIDING FOR ADOPTION; 10 AND PROVIDING FOR CODIFICATION. 11 12 WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, (Board) based on 13 the testimony and evidence, including but not limited to the staff report, has made the following 14 determinations: 15 16 1. On August 1, 1990, the Board of County Commissioners of St. Lucie County, Florida, 17 adopted the St. Lucie County Land Development Code. 18 19 2. This Board is authorized by Section 125.01(1)(h), Florida Statutes, to establish, coordinate 20 and enforce zoning and such business regulations as are necessary for the protection of 21 the public; and, 22 23 3. This Board is authorized by 125.01(1)(t), Florida Statutes, to adopt ordinances and 24 resolutions necessary for the exercise of its powers and to prescribe fines and penalties 25 for the violations of ordinances in accordance with law. 26 27 3. On _____________, the Local Planning Agency/ Planning and Zoning Commission held a 28 public hearing on the proposed ordinance after publishing due notice in the St. Lucie News 29 Tribune and recommended that the proposed ordinance be forwarded with a 30 recommendation for approval. 31 32 4. On ______________, this Board held its first public hearing on the proposed ordinance, 33 after publishing due notice in the St. Lucie News Tribune. 34 35 5. On _______________, this Board held its second public hearing on the proposed 36 ordinance, after publishing due notice in the St. Lucie News Tribune. 37 38 6. The proposed amendments to the St. Lucie County Land Development Code are 39 inconsistent with the general purpose, goals, objectives and standards of the St. Lucie 40 County Comprehensive Plan, are internally inconsistent with the remainder of the Land 41 Development Code and are not in the best interest of the health safety and public welfare 42 of the citizens of St. Lucie County, Florida. 43 44 45 46 4.A.b Packet Pg. 12 At t a c h m e n t 4 . A . b : D r a f t O r d i n a n c e ( 3 7 2 0 : W a W a T L D C ) Ordinance No. File No.: TLDC-320165003 Page 2 Underline is for Addition Strike Through is for Deletion NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of St. Lucie County, 1 Florida: 2 3 PART A. 4 5 THE SPECIFIC AMENDMENTS TO THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE 6 ARE TO READ AS FOLLOWS: 7 8 4.02.00. - RIVER PARK—COMMUNITY OVERLAY ZONE 9 10 4.02.01. – 4.02.04 <unchanged> 11 12 4.02.05. - Use Limitations. 13 The following uses shall be specifically prohibited, regardless of zoning classification, within the 14 River Park Community Overlay Zone. 15 A. Eating and drinking places; 16 B. Gasoline and other fuel sales and services; 17 C. Drive-in Facilities. 18 4.02.06 – Gasoline and other fuel sales services. These uses shall be allowed at intersection zones 19 with the required PNRD zoning. 20 21 22 PART B. CONFLICTING PROVISIONS. 23 24 Special acts of the Florida legislature applicable only to unincorporated areas of St. Lucie County, 25 County ordinances and County resolutions, or parts thereof, in conflict with this ordinance are hereby 26 superseded by this ordinance to the extent of such conflict. 27 28 29 PART C. SEVERABILITY. 30 31 If any portion of this Ordinance is for any reason held or declared to be unconstitutional, inoperative, 32 or void, such holding shall not affect the remaining portions of this ordinance. If this ordinance or any 33 provision thereof shall be held to be inapplicable to any person, property, or circumstance, such 34 holding shall not affect its applicability to any other person, property, or circumstance. 35 36 37 PART D. APPLICABILITY OF ORDINANCE. 38 39 This ordinance shall be applicable in the unincorporated area of St. Lucie County. 40 41 42 43 44 45 4.A.b Packet Pg. 13 At t a c h m e n t 4 . A . b : D r a f t O r d i n a n c e ( 3 7 2 0 : W a W a T L D C ) Ordinance No. File No.: TLDC-320165003 Page 3 Underline is for Addition Strike Through is for Deletion PART E. FILING WITH THE DEPARTMENT OF STATE. 1 2 The Clerk is hereby directed forthwith to send a certified copy of this ordinance to the Bureau of 3 Administrative Code and Laws, Department of State, The Capitol, Tallahassee, Florida 32304. 4 5 6 PART F. EFFECTIVE DATE. 7 8 This ordinance shall take effect upon filing with the Department of State. 9 10 11 PART G. ADOPTION. 12 13 After motion and second, the vote on this ordinance was as follows: 14 15 Kim Johnson, Chair XXX 16 Chris Dzadovsky, Vice-Chair XXX 17 Tod Mowery, Commissioner XXX 18 Frannie Hutchinson, Commissioner XXX 19 Paula Lewis, Commissioner XXX 20 21 PART H. CODIFICATION. 22 23 Provisions of this ordinance shall be incorporated in the St. Lucie County Code and Compiled Laws, 24 and the word "ordinance" may be changed to "section", "article", or other appropriate word, and the 25 sections of this ordinance may be renumbered or relettered to accomplish such intention; provided, 26 however, that Parts B through H shall not be codified. 27 28 29 PASSED AND DULY ENACTED this __ day of ___________. 30 31 32 33 Attest: Board of County Commissioners 34 St. Lucie County, Florida 35 36 37 38 By: 39 Deputy Clerk Chair 40 41 42 4.A.b Packet Pg. 14 At t a c h m e n t 4 . A . b : D r a f t O r d i n a n c e ( 3 7 2 0 : W a W a T L D C ) Ordinance No. File No.: TLDC-320165003 Page 4 Underline is for Addition Strike Through is for Deletion 1 2 Approved As To Form and 3 Correctness: 4 5 6 7 By: 8 County Attorney 9 10 11 12 4.A.b Packet Pg. 15 At t a c h m e n t 4 . A . b : D r a f t O r d i n a n c e ( 3 7 2 0 : W a W a T L D C ) Suggested motion to recommend approval/denial of this request: MOTION TO APPROVE: AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION OF ST. LUCIE COUNTY RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS APPROVE THE PROPOSED TEXT AMENDMENT TO THE LAND DEVELOPMENT CODE BECAUSE…. [CITE REASON(S) WHY – PLEASE BE SPECIFIC] MOTION TO DENY: AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION OF ST. LUCIE COUNTY RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY APPROVAL OF THE PROPOSED TEXT AMENDMENT TO THE LAND DEVELOPMENT CODE BECAUSE…. [CITE REASON(S) WHY – PLEASE BE SPECIFIC] 4.A.c Packet Pg. 16 At t a c h m e n t 4 . A . c : S u g g e s t e d M o t i o n ( 3 7 2 0 : W a W a T L D C ) ST. LUCIE COUNTY Planning & Development Services Department Planning Division 2300 Virginia Avenue, Ft. Pierce, FL 34982 Office: 772-462-2822 -Fax: 772-462-1581 http://www.stlucieco.org/planning/planning.htm DEVELOPMENT APPLICATION A pre-application conference is recommended prior to main application submittal. Please contact the Planning Division to schedule an appointment. Site Plan Submittal Type [check each that applies] Rezoning 3 D Major Site Plan D Minor Site Plan D Major Adjustment to Major Site Plan D Major Adjustment to Minor Site Plan D Major Adjustment to PUD/PNRD/PMUD D Minor Adjustment to Major Site Plan D Minor Adjustment to Minor Site Plan D Minor Adjustment to PUD/PNRD/PMUD Planned Development D Planned Town or Village (PTV) D Planned Country Subdivision (PCS) D Planned Retail Workplace (PRW) D Prelim. Planned Unit Develop. (PUD) D Prelim. Planned Mixed Use Develop. (PMUD) IZI Prelim. Planned Non-Res. Develop. (PNRD) D Final Planned Unit Develop. (PUD) D Final Planned Mixed Use Develop. (PMUD) I2l Final Planned Non-Res. Develop. (PNRD) Conditional Use 1 [2] Conditional Use D Major Adjustment to a Conditional Use D Minor Adjustment to a Conditional Use Variance 2 D Administrative Variance D Variance D Variance to Coastal Setback Line D Rezoning (straight rezoning) [2] Rezoning (includes PUD/PNRD/PMUD) D Rezoning with Plan Amendment Comprehensive Plan Amendment 4 D Future Land Use Map Change D Comprehensive Plan Text Amendment Other D Administrative Relief D Class A Mobile Home 5 D Developer Agreement (Submit per LDC 11.08.03) D Power Generation Plants D Extension to Development Order D Historical Designation/Change 6 IZI Land Development Code Text Amendment 7 D Plat D Post Development Order Change D Re-Submittal # 8 D Shoreline Variance D Stewardships -Sending/Receiving D Telecom Tower (Submit per LDC 7.10.23) D Transfer of Development Rights D Waiver to LDC/Comp. Plan Requirements 9 D Appeal of Decision by Administrative Official10 D Eminent Domain Waiver11 Application Supplement Packages 1. Conditional Use 2. Variance 3. Rezoning / Zoning Atlas Amend. 4. Compo Plan Amendments 5. Class A Mobile Home 6. Historical Designation/Change 7. LDC Text Amendment 8. Re-Submittal 9. Waiver to LDC/Comp. Plan Requirements 10. Appeal of Decision by Administrative Official 11. Eminent Domain Waiver Refer to Fee Schedule for applicable fees. All required materials must be included at the time of submittal along with the appropriate non-refundable fee(s). Page 1 of 6 Revised May 6, 2013 4.A.d Packet Pg. 17 At t a c h m e n t 4 . A . d : A p p l i c a t i o n - P r i m a V i s t a W a W a T L D C ( 3 7 2 0 : W a W a T L D C ) FEE CALCULATION WORKSHEET SITE DEVELOPMENT PLANS -Planning Division Application Type: LOC Text Amend. Supplemental Application Package No.: _7 __ _ (Please provide separate fee calculation worksheet for each application type) o BASE REVIEW FEE: $ 2,550.00 (A) o CONCURRENCY FEE: $ (B) o ERD REVIEW FEE: $ 150.00 (C) [2] UTILITIES $ 50.00 o PER ACREAGE CHARGE: $ (D) o RESUBMITTAL FEE: (if applicable) $ (E) o OTHER __________ _ $ SUBTOTAL OF BASIC FEES: $ 2,750.00 o PRE-APPLICATION MEETING FEE: (F) $( ) deduction Receipt No. of Payment: ____ _ Date of Pre App: BALANCE OF FEES DUE: $ 2,750.00 SEPARATE CHECK FOR TRAFFIC IMPACT STUDY -Ordinance No. 06-047; amending Chapter 5.11 .01 of the St. Lucie County Land Development Code o $950.00 -Methodology Meeting (H) (If Applicable) • Additional fees will be due if a 3rd party traffic study review is needed. These services will be invoiced to applicant upon receipt of quote of services from 3rd party. • Please note: For all projects requiring public notice, you will be invoiced by St. Lucie County Planning Division. Refer to "Public Procedures". • Other fees may be applicable by other external reviewing agencies; i.e. Fire Distr" and proof of payment will be required prior to project c;rroval. Pre-Application Meeting Request Austin Simmons f/ ~-~~~~=-~----Applicant Name (Printed) f,JO~ Signat INTAKE REVIEWER -SIGNATURE DATE VERIFIED BY -SIGNATURE DATE File Number: Receipt Number: Page 2 of 6 Revised May 14, 2015 4.A.d Packet Pg. 18 At t a c h m e n t 4 . A . d : A p p l i c a t i o n - P r i m a V i s t a W a W a T L D C ( 3 7 2 0 : W a W a T L D C ) Project Information Project Name: Prima Vista WaWa Site address: Northwest corner of Prima Vista Blvd., and Floresta Drive Parcel 10 Number(s): 3419-540-0055-000-4, 3419-540-0056-000-1, 3419-540-0057-000-8, 3419-540-0058-000-5, 3419-540-0101-000-2, 3419-540-0102-000-9, 3419-540-0103-000-6, 3419-540-0104-000-3 and 3419-540-0100-000-5 Legal Description: (Attach additional sheets if necessary -also must be provided in MS Word format on CD) LOTS 1,2,3,4,46,47,48,49 AND 50, BLOCK 45, RIVER VIEW -UNIT FIVE, ACCORDING TO THE PLAT OR MAP THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 31, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 89,071 SQUARE FEET OR 2.045 ACRES, MORE OR LESS. Property location -Sectionrr ownship/Range: _2_8_/3_6_S_/4_0_E ________ _ Property size -acres: 2.045+1-Square footage:_8_9_,0_7_1_+_I-___ _ Future Land Use Designation: _R_U ________________ _ Zoning District_P_N_R_D_I_R_S_-4 ___________________ _ Description of project (Attach additional sheets if necessary) Redevelopment of a convenience store (5,911 sf) with gas sales. (See justification statement attached as part of this application). Type of construction (check all applicable boxes): o Commercial Total Square Footage: Existing Proposed:_5_,9_1_1_s_f ___ _ o Industrial Total Square Footage: Existing Proposed: ______ _ o Residential No. of residential units: Existing 8 Proposed:_O ______ _ No. of subdivided lots: Existing 9 Proposed:_O ______ _ o Other Please specify: ________________________ _ Number and size of out parcels (if applicable): ____________________ _ Page 4 of6 Revised May 14, 2015 4.A.d Packet Pg. 19 At t a c h m e n t 4 . A . d : A p p l i c a t i o n - P r i m a V i s t a W a W a T L D C ( 3 7 2 0 : W a W a T L D C ) SPECIAL NOTICE (PLEASE READ BEFORE SIGNING ACKNOWLEDGMENTS BELOW) Submission of this application does not constitute the granting of approval. All appropriate requirements must be met prior to this project being presented for approval to the appropriate authority. St. Lucie County reserves the right to request additional information to ensure a complete review of this project. ACKNOWLEDGMENTS A~~licant Information {pro~ert)£ Develo~er}: Agent Information: Business Name: Brightwork Real Estate Business Name: Engineering Design & Const., Inc. Name: T. AUSTIN SIMMONS Name: Bradley J. Currie, AICP Address: 3708 West Swann Avenue, Ste 200 Address: 469 NW Prima Vista Blvd. Tampa, FL 33609 Port St. Lucie, FL 34983 (Please use an address that can accept overnight (Please use an address that can accept overnight packages) packages) Phone: 813-333-0681 Phone: 772-340-4990 Fax: 813-874-3900 Fax: 772-340-7996 Email: WBarrs@brightworkre.com Email: bradcurrie@edc-inc.com Please note: both applicant and agent will receive all official correspondence on this project. Property Owner Information This application and any application supplement will not be considered complete without the notarized signature of all ro ert owners of record, which shall serve as an acknowledgment of the submittal of this application for}p al. The property owner's signature below shall also serve as authorization for the above applicant og to act ehalf of said property owner. es ~./ Property Owner Name (Printed) ________ ~--+-,...-1~Phone: f>\3 ~l'-f. l"'loO If more than one owner, please submit additional pages STATE OF ~(oV\k ,COUNTY OF ~\tsl?Of1)V5L, The foregoing instrument was acknowledged before me this 1-~ day of r'-lAj ,20 f b , by ·"to ~~v\ .s\.M,Np(\S' who is personally known to me or who has produced __ ---,::~~--------------as identification. "g"."~ ___________ Commission Number (Seal) Page 5 of 6 Revised May 14, 2015 Type or Print Name of Notary /-;,~';:f.~·-;;~~2···, ASHLEY H. GUYTON (~A~:') MY COMMISSION #FF111198 ·.1~o'>'... EXPIRES May 13. 2018 .,., .. ,?~.~.",. (407) 398-0153 FloridaNotaryService.com 4.A.d Packet Pg. 20 At t a c h m e n t 4 . A . d : A p p l i c a t i o n - P r i m a V i s t a W a W a T L D C ( 3 7 2 0 : W a W a T L D C ) Supplement 7 LDC Text Amendment Application Supplement Refer to Land Development Code (LOG) Section 11.06.00 for details 1. If you are requesting an amendment to the text of the LDC, the precise wording of any proposed amendment to the text shall be provided: Section 4.02.05 of the Land Development Code -Use Limitations. The following uses shall be specifically prohibited, regardless of zoning classification, within the River Park Community Overlay Zone. A. Eatill!:l flilel ell il IkiR§ ",Iaees; B. Gao aRd ot1ger fuel sales aRd services; C. Drive-In Facilities. 4.2.06 -Gasoline and other fuel sales and services. These uses shall be allowed at the intersection zones with the required PNRD zoning. 2. Please give a statement describing any changed conditions that would justify an amendment: The Prima Vista Boulevard corridor is becoming a more and more heavy traffic area. Prima Vista represents one of the most heavily traveled roadways In St. Lucie County. 1 his text amendment would allow the construction of neighborhood markets with gas sales to service the area. 3. Please give a statement describing why there is a need for the proposed amendment: When the River Park Community Overlay Zone (the Overlay) was originally adopted, no one could have known what Prima Vista Boulevard would be like today. The amendment would allow for the development of a lise that would benefit the neighborhOod as well as the larger area 4. Please give a statement describing whether and how the proposed amendment conforms to the St. Lucie County Comprehensive Plan: The proposed use would be allowed as Conditional Use (CU) in the CN zoning district. If the subject property were outside the Overlay, the property could be rezoned to CN and then request a CO to allow the proposed use. 5. Please give a statement outlining the extent to which the proposed amendment: A) Is compatible with existing land uses; The proposed use is allowed as a Conditional Use in the CN zoning district. CN is a compatible zoning designation to the RU future land use designation. Page 1 of 2 Revised: February 10, 2011 4.A.d Packet Pg. 21 At t a c h m e n t 4 . A . d : A p p l i c a t i o n - P r i m a V i s t a W a W a T L D C ( 3 7 2 0 : W a W a T L D C ) Supplement 7 8) Affects the capacities of public facilities, including but not limited to transportation facilities, sewage facilities, water supply, parks, drainage, schools, solid waste, mass transit, and emergency medical facilities; (Would it exceed the capacity of the above public facilities?) The proposed use will NOT exceed the capacity of public facilities. C) Affects the natural environment; (If no adverse impacts are anticipated, please explain why.) There is no native habitat on the subject property. The proposed gas tanks will meet or exceed safety standards. D) Will result in an orderly and logical development pattern; (Identify any negative effects.) The intersection zones have always been intended for the development of commercial business 6. Please explain the applicant's interest in the subject amendment and how it affects their property; The applicant has the properties under contract. The applicant will construct the improvements and lease the space back to the tenant. 7. Please include such other information or documentation as the Planning & Development Services Director may deem necessary or appropriate to a full and proper consideration and disposition of this particular application. Please Note: This LOC Text Amendment Application Supplement will not be considered complete without the Development Application, complete with notarized signatures of all persons applying for this amendment, or giving their consent to th of this application and supplement. Austin Simmons 7JAPPI~cC}nt or AgJ ntAJ ame/PJinted) I (l '~tNTV1/i))~ (lflI( eshvk-~-I" (Page 2 of 2 / Revised: February 10, 2011 ~C/r f 5~ 4.A.d Packet Pg. 22 At t a c h m e n t 4 . A . d : A p p l i c a t i o n - P r i m a V i s t a W a W a T L D C ( 3 7 2 0 : W a W a T L D C ) Form 11-05 P&Z Display Ad-No Map ST. LUCIE COUNTY PLANNING AND ZONING COMMISSION PUBLIC HEARING AGENDA September 15, 2016 NOTICE OF A PROPOSED TEXT AMENDMENT TO THE LAND DEVELOPMENT CODE The St. Lucie County Planning and Zoning Commission is scheduled to review and make recommendations regarding the following item petitioned by the applicant for adoption by the Board of County Commissioners of St. Lucie County, Florida, by ordinance: ORDINANCE AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, AMENDING THE TEXT OF THE LAND DEVELOPMENT CODE, SECTION 4.02.05 RIVER PARK – COMMUNITY OVERLAY ZONE – USE LIMITATIONS, AND CREATING SECTION 4.02.06 – GASOLINE AND OTHER FUEL SALES AND SERVICES; PROVIDING FOR CONFLICTING PROVISIONS; PROVIDING FOR SEVERABILITY; PROVIDING FOR APPLICABILITY; PROVIDING FOR FILING WITH THE DEPARTMENT OF STATE; PROVIDING AN EFFECTIVE DATE; PROVIDING FOR ADOPTION; AND PROVIDING FOR CODIFICATION. APPLICANT: Brightwork Real Estate FILE NUMBER: TLDC-320165003 PURPOSE: The applicant has filed a text amendment to the Land Development Code proposing to remove the existing prohibition of both fuel sales and eating and drinking places within the River Park Community Overlay Zone in support of the future development of a WaWa gas station. The Planning and Zoning Commission PUBLIC HEARING on this item will be held in the Commission Chambers, Roger Poitras Annex, 3rd Floor, St. Lucie County on Thursday, September 15, 2016 beginning at 6:00 pm or as soon thereafter as possible. All interested persons will be given an opportunity to be heard. Written comments received in advance of the public hearing will also be considered. Written comments to the Planning and Zoning Commission should be received by the Planning and Development Services Department - Planning Division at least 3 days prior to the scheduled hearing. The petition file is available for review at the Planning and Development Services Department – Planning Offices located at 2300 Virginia Avenue, 2nd Floor, Fort Pierce, Florida, during regular business hours. Please call (772) 462-2822 4.A.e Packet Pg. 23 At t a c h m e n t 4 . A . e : T r i b u n e A d ( 3 7 2 0 : W a W a T L D C ) Form 11-05 P&Z Display Ad-No Map or TDD (772) 462-1428 if you have any questions or require additional information about this petition. The St. Lucie County Planning and Zoning Commission has the power to review and recommend to the St. Lucie County Board of County Commissioners, for approval or disapproval, any applications within their area of responsibility. The proceedings of the Planning and Zoning Commission are electronically recorded. PURSUANT TO SECTION 286.0105, FLORIDA STATUTES, if a person decides to appeal any decision made by the Planning and Zoning Commission with respect to any matter considered at a meeting or hearing, he or she will need a record of the proceedings. For such purpose, he or she may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Upon the request of any party to the proceeding, individuals testifying during a hearing will be sworn in. Any party to the proceeding will be granted an opportunity to cross-examine any individual testifying during a hearing upon request. If it becomes necessary, a public hearing may be continued to a date certain. Anyone with a disability requiring accommodation to attend this meeting should contact the St. Lucie County Risk Manager at least forty-eight (48) hours prior to the meeting at (772) 462-1546 or T.D.D. (772) 62-1428. PLANNING AND ZONING COMMISSION/ LOCAL PLANNING AGENCY ST. LUCIE COUNTY, FLORIDA /S/ STEPHANIE MORGAN, CHAIRMAN PUBLISH DATE: Thursday, September 1, 2016 18 pt type for heading No smaller than 2 column inches wide by 10 inches long Send Proof to: St. Lucie County Planning and Development Services Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone - (772) 462-2822 Fax - (772) 462-1581 Send Bill to: St. Lucie County Planning and Development Services Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone - (772) 462-2822 Fax - (772) 462-1581 4.A.e Packet Pg. 24 At t a c h m e n t 4 . A . e : T r i b u n e A d ( 3 7 2 0 : W a W a T L D C ) Page 1 4.02.00. - RIVER PARK—COMMUNITY OVERLAY ZONE 4.02.01. - Purpose and Intent. A. It is the purpose and intent of this section to recognize changing conditions along Prima Vista Boulevard, in the River Park Subdivision, between South US #1 (SR 5) and Arioso Boulevard and to establish supplemental performance standards of review by which to evaluate all applications for change in zoning to nonresidential use which may be filed for parcels in the River Park subdivision area as further described in this Section. B. This section is intended to provide for a logical and orderly transition from residential to nonresidential zoning where appropriate, and to protect those parcels which remain residential from the impacts of the nonresidential development. C. Nothing in this section is intended to supersede the minimum standards of review for any amendment to the Official Zoning Atlas of St. Lucie County as set forth in Section 11.06.03 of this Code. 4.02.02. - River Park Community Overlay Zone Established. A. The River Park Community Overlay Zone shall consist of all those parcels of land lying in the following subdivisions as recorded in the official land records of St. Lucie County, Florida, and which share a common property line with the right-of-way for Prima Vista Boulevard and/or and are contiguous to a parcel of land that shares a common property line with the right-of-way for Prima Vista Boulevard: SUBDIVISION NAME PLAT BOOK PAGE RIVER PARK - UNIT 3 10 80 RIVER PARK - UNIT 4 11 9 RIVER PARK - UNIT 5 11 31 RIVER PARK - UNIT 6 12 26 RIVER PARK - UNIT 10 14 29 SUBDIV. OF PART OF TRACT "E", RIVER PARK - UNIT 3 12 22 Except that those properties in the above subdivisions that were classified with a COM (Commercial) Future Land Use designation on August 6, 1996, the date of establishment of these regulations, shall not be included in the River Park Overlay Zone. Figure 4-8 generally depicts the limits of the above described overlay zone. 4.A.f Packet Pg. 25 At t a c h m e n t 4 . A . f : L D C 4 . 0 2 . 0 0 R I V E R P A R K C O M M U N I T Y O V E R L A Y Z O N E ( 3 7 2 0 : W a W a T L D C ) Page 2 B. The River Park Community Overlay Zone, created in Part A above, shall be divided into two (2) subzones, generally described as follows: 1.) Intersection Zone. The Intersection Zone(s) shall be centered at the following locations: a.) Prima Vista Boulevard and South US #1 b.) Prima Vista Boulevard and Floresta Drive 4.A.f Packet Pg. 26 At t a c h m e n t 4 . A . f : L D C 4 . 0 2 . 0 0 R I V E R P A R K C O M M U N I T Y O V E R L A Y Z O N E ( 3 7 2 0 : W a W a T L D C ) Page 3 c.) Prima Vista Boulevard and Airoso Drive The Intersection Zone shall consist of those properties which share a common property line with the right-of-way for Prima Vista Boulevard and/or are contiguous to a parcel of land, under the common ownership or control of the same person, party or interest group, that shares a common property line with the right-of-way for Prima Vista Boulevard. In no instance shall an Intersection Zone extend more than five hundred (500) feet (approximately five (5) platted lots) from the center of any of the intersections identified above. 2.) Mid-Block Zone. The Mid-Block Zone(s) shall consist of those properties which share a common property line with the right-of-way for Prima Vista Boulevard and/or are contiguous to a parcel of land, under the common ownership or control of the same person, party or interest group, that shares a common property line with the right-of-way for Prima Vista Boulevard. 4.02.03. - Limitations on Rezoning Applications. All applications for change in zoning in the River Park Community Overlay Zone shall be consistent with the following Table. TABLE 4-8 RIVER PARK COMMUNITY OVERLAY ZONE REZONING OPTIONS INTERSECTION ZONES MID-BLOCK ZONES PUD & PNRD (CO & CN uses only, except as specified in 4.02.05) Comprehensive Plan Amendment to Commercial (COM) required for any change to a nonresidential zoning category, including PNRD PMUD (residential and CO and CN use only, except as specified in 4.02.05) 4.02.04. - Performance Standards. The following performance standards shall be maintained for approval of any planned development or site plan within the River Park Community Overlay Zone. To the extent that these River Park Community Overlay standards are more restrictive than another provision of this Code, the stricter of the two (2) standards shall apply. A. Building Height: Maximum height for any structure shall be twenty-five (25) feet. B. Minimum Parcel Size: No change in zoning to a non-residential zoning designation shall be granted for any parcel of less than twenty thousand (20,000) square feet (approximately two (2) lots as shown on the recorded plats for the River Park s/d). C. Access Management: In addition to the minimum standards set forth in Section 7.05.06 of this Code, the following driveway locations standards shall apply: 1.) Number of Driveway Connections - No more than one (1) driveway per street frontage under common ownership shall be permitted. 2.) Distance from Intersections - The nearest edge of any driveway shall be located no closer than one hundred fifty (150) feet from the centerline of any perpendicular intersecting street. 4.A.f Packet Pg. 27 At t a c h m e n t 4 . A . f : L D C 4 . 0 2 . 0 0 R I V E R P A R K C O M M U N I T Y O V E R L A Y Z O N E ( 3 7 2 0 : W a W a T L D C ) Page 4 D. Pedestrian Access: 1.) All site plans and planned developments approved for commercial uses within the River Park Community Overlay Zone shall provide for pedestrian access directly from the streetside sidewalk to the commercial use without crossing the parking areas. E. Offstreet Parking and Loading: 1.) Offstreet parking and loading shall meet the minimum requirements of Section 7.06.00 of this Code. F. Buffering and Landscaping: 1.) Buffering and landscaping shall meet the minimum requirements of Section 7.09.00 of this Code. G. Lighting: 1.) All site lighting shall be installed so that no off site areas are directly illuminated. H. Signs: 1.) Signs for all uses within the River Park Community Overlay Zone shall conform to the requirements of Section 9.01.01(E), (Neighborhood Commercial) of this Code. 4.02.05. - Use Limitations. The following uses shall be specifically prohibited, regardless of zoning classification, within the River Park Community Overlay Zone. A. Eating and drinking places; B. Gasoline and other fuel sales and services; C. Drive-in Facilities. 4.A.f Packet Pg. 28 At t a c h m e n t 4 . A . f : L D C 4 . 0 2 . 0 0 R I V E R P A R K C O M M U N I T Y O V E R L A Y Z O N E ( 3 7 2 0 : W a W a T L D C ) ITEM NO. (ID # 3809) DATE: 10/20/2016 AGENDA REQUEST *PUBLIC HEARINGS QUASI-JUDICIAL BACKGROUND: The applicant, Brightwork Real Estate is requesting Preliminary/Final Planned Non Residential Development (PNRD) Site Plan approval for a 5,911 s.f. convenience store (retail trade of food and eating place) with an approximately 1,650 s.f. outdoor seating area and twelve (12) gasoline fueling positions on a +/- 2.27 acre property located at the southwest corner of the intersection of Prima Visa Boulevard and Floresta Drive. The subject property is located in an Intersection Zone within the River Park - Community Overlay Zone (LDC, Section 4.02.00 - River Park - Community Overlay). This Intersection Zone restricts uses to those in the CN, Commercial Neighborhood and CO, Commercial Office zoning districts, except those specified in LDC, Section 4.02.05 - River Park Overlay Zone Use Limitations, which currently prohibits gasoline sales and eating places. The applicant has also applied for a Land Development Code Text Amendment to remove the language which prohibits eating places and gasoline sales from the River Park - Community Overlay Zone. Eating places (SIC 5812) and the retail sale of gasoline are a permitted and a conditional use, respectively, in the CN zoning district as per LDC Section 3.01.03(Q)(2)(g)(6) and Section 3.01.03(Q)(7)(d)(1) provided that each building is less than 6,000 square feet (all inclusive). Please see attached staff report for a detailed analysis. PREVIOUS ACTION: November 23, 1993 - The Board of County Commissioners through Resolution No. 93-252 granted Preliminary/Final Planned Non Residential Development Site Plan for a 1,300 s.f. retail store and a Zoning Atlas Amendment from RS-4, Residential Single Family - 4 to PNRD, Planned Non Residential Development District for a 0.30 acre parcel located at the southwest corner of the intersection of Prima Vista Boulevard and Floresta Drive. FINANCIAL IMPACT: N/A RECOMMENDATION: TO: St. Lucie County Planning & Zoning Commission PRESENTED BY: Jeffrey Johnson, Senior Planner SUBMITTED BY: Planning Division SUBJECT: Resolution - Preliminary/Final Planned Non Residential Development Site Plan, Zoning Atlas Amendment (Rezoning) and Conditional Use Permits 4.B Packet Pg. 29 Updated: 10/18/2016 1:32 PM by Bonnie Landry Page 2 Staff recommends the Preliminary/Final Planned Non Residential Development Site Plan, Zoning Atlas Amendment (Rezoning) and Conditional Use Permits be forwarded to the Board of County Commissioners with a recommendation of denial. COMMISSION ACTION: Coordination/Signatures 4.B Packet Pg. 30 Planning and Development Services Planning Division M E M O R A N D U M TO: Planning and Zoning Commission THROUGH: Leslie Olson, AICP, Director Bonnie C. Landry, AICP, Planning Manager FROM: Jeffrey Johnson, Senior Planner DATE: October 20, 2016 SUBJECT: Preliminary/Final Planned Non Residential Development (PNRD) Site Plan, Zoning Atlas Amendment (Rezoning) and Conditional Use Permits – Prima Vista Wawa PNRD GENERAL INFORMATION: Applicant/Property Owner: Brightwork Real Estate Agent for Applicant: Brad Currie - Engineering Design and Construction, Inc. Location: Southwest corner of Prima Vista Boulevard and Floresta Drive Size of Development: +/- 2.27 acres Tax Identification Numbers: 3419-540-0055-000-4 3419-540-0056-000-1 3419-540-0057-000-8 3419-540-0058-000-5 3419-540-0104-000-3 3419-540-0103-000-6 3419-540-0102-000-9 3419-540-0101-000-2 3419-540-0100-000-5 3419-540-0059-000-2 Current Zoning: RS-4 (Residential, Single Family – 4) and PNRD (Planned Non Residential Development) Zoning Overlay: River Park – Community Overlay Zone 4.B.a Packet Pg. 31 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 2 Future Land Use: RU (Residential Urban – 5 du/acre) Wetlands: None Utilities: City of Port St. Lucie Water and Wastewater Urban Services Boundary: Inside Adjacent Land Use/Zoning: Future Land Use Zoning Existing Use(s) North RU (Residential Urban – 5 du/acre) RS-4 (Residential, Single Family – 4) Single Family Residences South RU (Residential Urban – 5 du/acre) RS-4 (Residential, Single Family – 4) Single Family Residences East RU (Residential Urban – 5 du/acre) RS-4 (Residential, Single Family – 4) and PNRD (Planned Non Residential Development) Real Estate Office and Single Family Residences West RU (Residential Urban – 5 du/acre) RS-4 (Residential, Single Family – 4) Single Family Residences BACKGROUND Preliminary/Final Planned Non Residential Site Plan The applicant, Brightwork Real Estate is requesting Preliminary/Final Planned Non Residential Development (PNRD) Site Plan approval for a 5,911 s.f. convenience store (retail trade of food and eating place) with an approximately 1,650 s.f. outdoor seating area and twelve (12) gasoline fueling positions on +/- 2.27 acres located at the southwest corner of the intersection of Prima Visa Boulevard and Floresta Drive. The subject property is located in an Intersection Zone within the River Park – Community Overlay Zone (LDC, Section 4.02.00 – River Park – Community Overlay). This Intersection Zone restricts uses to those in the CN, Commercial Neighborhood and CO, Commercial Office zoning districts, except those specified in LDC, Section 4.02.05 – River Park Overlay Zone Use Limitations which currently prohibits gasoline sales and eating places. The applicant has also applied for a Land Development Code Text Amendment to remove the language which prohibits eating places and gasoline sales from the River Park - Community Overlay Zone. Eating places (SIC 5812) and the retail sale of gasoline are a permitted and a conditional use in the CN zoning district as per LDC Section 3.01.03(Q)(2)(g)(6) and Section 3.01.03(Q)(7)(d)(1), respectively, provided that each building is less than 6,000 square feet (all inclusive). 4.B.a Packet Pg. 32 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 3 Zoning Atlas Amendment (Rezoning) The applicant is requesting an Amendment to the Official Zoning Atlas from RS-4 (Residential, Single Family – 4) to PNRD (Planned Non Residential Development) for nine (9) of the ten (10) existing lots which comprise of approximately 1.98 acres of land at the southwest corner of the intersection of Prima Vista Boulevard and Floresta Drive. Land Development Code, Section 4.02.03 – Limitations on Rezoning Applications, requires any commercial development within an Intersection Zone be zoned PNRD, subject to CN and CO zoned uses and limitations. Conditional Use Permits The applicant is requesting conditional use permits for the retail sale of gasoline and undistilled packaged alcoholic beverages (beer and wine) as accessory uses to the convenience (retail trade) store as per LDC, Section 3.01.03(Q)(7)(d)(1) and (2) as required by the CN zoning district. NEIGHBORHOOD MEETING The applicant held a neighborhood meeting with property owners within 500 feet of the subject property on August 31, 2016 to discuss the proposed project. Approximately 30 area residents attended the meeting with the majority speaking in favor of the project. Concerns raised by the residents included increased traffic flows into the residential areas to the south, east and west of the project. PRELIMINARY/FINAL PLANNED NON RESIDENTIAL DEVELOPMENT SITE PLAN STANDARDS OF REVIEW AS SET FORTH IN LDC, SECTION 11.02.07 Land Development Code, Section 11.02.07 establishes the standards of review for site plans. Site plan approval shall be granted only if the applicant demonstrates compliance with the following criteria. The Planning and Zoning Commission may recommend conditions and safeguards necessary to mitigate impacts and to ensure compatibility of the proposed use with the surrounding area. A Planned Development is intended to achieve non-residential land development of superior quality through the encouragement of flexibility and creativity in design options that: 1. Permit creative approaches to the development of non-residential land reflecting changes in the technology of land development; 2. Allow for the efficient use of land, which can result in smaller networks of utilities and street and thereby lower development costs; 3. Allow design options that encourage an environment of stable character, compatibility with surrounding land uses; and 4.B.a Packet Pg. 33 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 4 4. Permit the enhancement of neighborhoods through the preservation of natural features, the provision of underground utilities, and the preservation of recreation areas and open space. A. Consistency with Local Ordinances and Comprehensive Plan Being that the project is located in the River Park Community Overlay Zone, it must further comply with Section 4.02.04 - which requires the 8 Performance Standards itemized below to be maintained in order to warrant approval of any planned development or site plan within the River Park Community Overlay Zone. To the extent that these River Park Community Overlay standards are more restrictive than another provision of this Code, the stricter of the two standards shall apply: a. Building Height The proposed convenience store includes a front entry tower feature that measures 30’1” tall thereby exceeding the maximum 25’ building height requirement by 5’1”. The petition fails to meet the required height standard by 5’1” and is thereby incompliant with Section 4.02.04(A). b. Minimum Parcel Size The proposed +/- 2.27 acre development meets the required minimum 20,000 square foot parcel size and therefore, complies with Section 4.02.04(B). The project meets this Standard of Review. c. Access Management The project provides one (1) driveway per street frontage in accordance with LDC, Section 4.02.04(C)(1). LDC, Section 4.02.04(C)(2), requires that the nearest edge of any driveway shall be located no closer than 150 feet from the centerline of any perpendicular intersecting street. The proposed project provides full vehicle access turn movements for the Prima Vista Boulevard driveway that is approximately 390 feet from the Floresta Drive intersection and a right-in/right-out for the Floresta Drive driveway which is approximately 230 feet from the Prima Visa Boulevard intersection. The locations of these driveways exceed the minimum 150 feet from the centerline of any perpendicular street requirement for the Prima Vista Boulevard/Floresta Drive intersection. However, the Floresta Drive driveway does not comply with this minimum 150 foot distance requirement and is located approximately 55 feet from the Celestia Court intersection. 4.B.a Packet Pg. 34 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 5 The traffic impact analysis indicates 625 daily egress trips making a right out onto Floresta Drive (32 AM peak hour and 38 PM peak hour). Staff does not support the Floresta Drive egress because of the impacts to single family residential properties to the south and west of the project. It should be noted that the applicant has coordinated the review of the proposed improvements within the Floresta Drive right-of-way with the City of Port St. Lucie which provides for a median and a southbound U-turn (with proposed widening) at Serenta Court (see Sheets OS-1 and OS-2). Staff does not recommend the right turn out onto Floresta Drive because of increased traffic impacts into adjacent residential areas. Staff does not recommend the left (westbound) turn out movement onto Prima Vista Boulevard because of the considerable number of vehicles projected from the movement. It is projected that during peak hours (44 AM and 53 PM peak hour trips) the left turn lane may be stacked because of the impeded turning movement. Additionally, the intermingling of vehicles from the proposed driveway and Prima Vista Boulevard will generate conflict points that will create an unsafe condition. The petition fails to meet the required Access Management standard and is thereby noncompliant with Section 4.02.04(C). The proposed Floresta Drive driveway fails to comply due to insufficent distance from the Celestia Court intersection which creates unsafe conditions. The left (westbound) turn on Prima Vista is a difficult turn movement during peak hours due to the considerable number of vehicles projected. Both of these conditions create unsafe driving conditions and increase traffic impacts to the surrounding residential homes. d. Pedestrian Access LDC, Section 4.02.04(D)(1), requires pedestrian access directly from the street side sidewalk to the commercial use without crossing the parking area. The proposed development has an existing sidewalk adjacent to Prima Visa Boulevard and a proposed sidewalk adjacent to Floresta Drive with pedestrian access to/from the convenience store in order to comply with ADA accessibility requirements. The pedestrian access crosses the parking area that is located adjacent to the convenience store on the north side of the building. The petition fails to meet the required Pedestrian Access standard and is thereby noncompliant with Section 4.02.04(D)(1). The project fails to provide direct pedestrian access from the street side sidewalk to the commercial use. 4.B.a Packet Pg. 35 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 6 e. Off-Street Parking and Loading The proposed convenience store with gasoline sales requires 50 off-street parking spaces In accordance with the Institute of Transportation Engineers (ITE) Parking Generation 4th Edition, Land Use 853 – Convenience Market with Gasoline Pumps. The applicant has exceeded this requirement by providing 61 off-street parking spaces. The number of parking stalls can be reduced which would allow the building to be placed closer to the street and comply with pedestrian access and allow for more landscape space to aesthetically enhance project. The reduction in parking will also provide for sufficient space behind the building to provide a 2-way drive aisle for improved traffic circulation, a loading zone (minimum 12’ x 35’) that is exclusive of the drive aisle, a dumpster enclosure to be integrated into the rear building façade so that it is not visible from the right-of-way and adjacent to the single family home to the west, and the re-location of the air pumps to an interior side or rear yard location. The petition fails to meet the required Offsite Parking and Loading standard and is thereby noncompliant with Section 4.02.04(E)(1). The purpose of a Planned Non- Residential Development is to achieve superior quality through design. Providing an excess of 11 parking spaces reduces the green space and increases the impervious surface. Reducing the parking spaces to the ITE standard would enhance the project. f. Buffering and Landscaping Requirement (Type) Minimum Required Provided Common Open Space 20% 36.18% (Landscape and Retention Areas) Perimeter Landscape Buffers Front 15 ft. Side (Interior) 10 ft. Side (Street) 15 ft. Rear 15 ft. Front 15.0 - 44.7 ft. Side (Interior) 11.4 - 31.6 ft. Side (Street) 20.5 - 48.1 ft. Rear 15.0 - 17.2 ft. Landscaping (Trees and Palms) Trees (height) 12 ft. Palms (height) 10 ft. Trees (height) 18 ft. (Oaks) Palms (height) 12 ft. (Sabals) The proposed project exceeds the minimum open space, buffering and landscaping requirements in the LDC as shown in the table above and therefore complies with Section 4.02.02(F)(1). 4.B.a Packet Pg. 36 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 7 g. Lighting A photometric plan (Sheet LA-3) has been provided demonstrating compliance with LDC, Section 7.09.04(K) – Lighting, by providing concealed light fixtures at a height of 20 feet. The foot-candle readings have been reduced to 0.01 at the property line so that no off-site areas are illuminated; therefore this project complies with Section 4.02.04(G). h. Signs Signs in the River Park Community Overlay must comply with the requirements in 9.01.01(E) for Commercial Neighborhood. An exterior sign package has been provided for the convenience store, gasoline canopy and monument sign (see attached). Wall Signs The proposed wall signs for the convenience store consist of LED, flush mounted, 44” and 36” high individual internally illuminated channel letters for the Prima Vista Boulevard Floresta Drive facades, respectively. A total of six (6) panel signs are proposed underneath the gasoline canopy (1’4” high x 4’6” wide). Staff recommends the applicant reduce the size of the channel letters in order to be better indexed with the surrounding environment. Monument (Ground) Sign The 5’6” high x 8’ wide (44 s.f.) monument sign is elevated on a 20” high stone base and will be surrounded by foundation plantings. The sign copy (“WaWa”) consists of 22” high individual internally illuminated channel letters, a 16” high electronic gasoline price display area, and 5” high letters that advertise on-site banking services. Staff recommends a sign face that only advertises the store name and gasoline prices, and recommends that any other advertising such as “No Surcharge ATM PNC Bank” be removed in its entirety. The proposed signage complies with Section 9.01.01(E), however, it does not meet the purpose of PNRD “to achieve superior quality through design and provide compatibility with the surrounding residential properties.” The applicant has failed to reduce the size 4.B.a Packet Pg. 37 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 8 of the channel letters on the building facades and remove excess signage from the monument sign. This is incompatible with the surrounding residential properties. 7.10.24 Community Architectural Standards This project has been reviewed according to the Community Architectural Standards. The ‘iconic’ brand of the proposed WaWa store is much like many of today’s corporate retail chains in that the look or character reflects the brand of the chain. The architecture is then repeated on every location with minor adjustments only if necessary or required, regardless of its surroundings. Given the vernacular of the architecture, the proposed WaWa store makes use of massing, a diversity in exterior finishes, a stone plinth, fenestration, flat and pitched roofs and color to achieve it’s ‘look’ and a pleasing looking building. The general building orientation is to the busy intersection of Prima Vista Boulevard and Floresta Drive. A CVS Pharmacy is located on the opposite (northeast) corner of the intersection. Parking for the proposed store fronts NE Prima Vista and the gas pumps and canopy front SE Floresta. The store building itself has been relegated to the center and back portion of the site. There is pedestrian access to the building from the sidewalks flanking both streets. The proposed building design meets the general intent of the County’s Community Architectural Standards. However, it fails to meet the purpose and intent of the PNRD as the scale and use are not compatible with the surrounding residential uses. Consistency with the Comprehensive Plan The petition is inconsistent with the Comprehensive Plan and is internally inconsistent with the remainder of the Land Development Code, specifically the intent of the River Park Community Overlay Zone (Section 4.02.00), which is to protect residential homes from the impacts of nonresidential development. The petition is contrary to Objective 1.1.8, which states that “property owners' investments, their quality of life and the single-family neighborhood, as a defined residential area, shall be protected from the encroachment of commercial and/or other inappropriate uses through consistent and predictable application of the Land Development Code.” The petition is contrary to the existing prohibition of eating and drinking places and gasoline fuel sales, which is also in conflict with the collective interest of the River Park Community as demonstrated in the workshop consensus outlined in the companion text amendment staff report. 4.B.a Packet Pg. 38 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 9 The petition is also contrary to Policy 1.1.8.4, which states that commercial uses are to be compatible with surrounding land uses. Again, the petition supports the specificly prohibited uses of eating and drinking places and gasoline fuel sales, which are contrary to the collective interest of the River Park Community as demonstrated during the neighborhood workshops and is incompatible with the surrounding single-family neighborhood. Policy 1.1.8.4 - Limited development of commercial/non-residential uses, that are not located within a special area plan adopted within the Towns, Villages and Countryside Element, will be allowed within areas classified for residential use, provided that these activities are compatible with the adjacent land uses and meet the following standards: a) Intent of the commercial use is to provide easily accessible, convenience-type uses to immediately surrounding residents; b) Conversion of the petitioned property would not promote any strip commercial use of land; c) Use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property; d) The property for which the commercial designation is sought does not exceed 10 acres. B. Effect on Nearby Properties With careful site planning and design, the applicant has mitigated any adverse impacts (odor, dust, light, and noise) the proposed development may have on adjacent single family residential properties by providing a six (6) foot high masonry wall adjacent to the south and west property lines. All exterior lighting is reduced to 0.01 foot candles at all property lines. However, at the request of staff, the applicant has failed to re-locate the proposed dumpster away from the single family residence to the west and incorporate it into the design of the building, and has failed to re-locate the air pumps to the interior side or rear yard so as not to be visible from Prima Vista Boulevard right-of-way. To operate in a neighborhood-friendly manner and reduce any impacts to the nearby residential areas, staff has requested that the hours of operation be restricted to the hours of 5 a.m. to 11:00 p.m. The applicant has informed staff that Wawa is a 24/7 operation and is not amenable to a condition that that regulates the hours of operation. Because of the 24/7 operation and the locations of the dumpster and air pumps, this project does not comply with 11.02.07(B) because it is does not address adverse effects to the nearby residential property and character of the surrounding residential neighborhood, and the building is not arranged and operated in a way that avoids interference with the neighboring residential properties. 4.B.a Packet Pg. 39 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 10 C. Adequacy of Public Facilities Water and Wastewater Water and wastewater will be provided by City of Port St. Lucie Utilities and has been reviewed in compliance with Port St. Lucie Utility Systems Department standards. A standard developer agreement will be required for services. Traffic The County’s traffic consultant, Kimley Horn has reviewed the Traffic Impact Analysis (dated September 14, 2016) prepared by Susan O’Rourke. P.E., Inc. The proposed project is expected to generate 1,749 net new external daily trips, 94 net new external AM peak hour trips (47 inbound/47 outbound) and 102 net new external PM peak hour trips (51 inbound/51 outbound). The traffic analysis indicates that the adjacent roadway segment of Prima Vista Boulevard and the intersection of Prima Vista Boulevard and Floresta Drive are projected to operate acceptably upon buildout of the project (year 2018), and no capacity enhancing improvements are required along the evaluated roadway segment or intersection. Proposed access to the project site will be provided via one full access connection on Prima Vista Boulevard and one, right-in/right-out connection on Floresta Drive. Striping modifications along Prima Vista Boulevard at the full access connection are required in order to delineate back to back left turn lanes. The back to back turn lanes include the westbound left-turn lane at the full access WaWa driveway and the eastbound left-turn land at the signalized intersection of Prima Vista Boulevard and Floresta Drive. The dimensional split between these back to back left turn lanes should be 180’ westbound/215’ eastbound (these dimensions are each inclusive of the joint 50’ taper section). Although this project is served by adequate water and wastewater, and meets the concurrency and capacity requirements for traffic, it fails the standards of review for Access Management because of the unsafe conditions of the left turn onto Prima Vista Boulevard and the right turn onto Floresta which increases traffic impacts for the residential areas. Therefore, this project does not meet the standards for Adequacy of Public Facilities because it does not comply with the Access Management standards set forth in LDC, Section 4.02.04(C)(2). 4.B.a Packet Pg. 40 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 11 D. Adequacy of Fire Protection The St. Lucie County Fire District, Fire Prevention Bureau reviewed the proposed site plan in accordance with the provisions of the State Fire Code. The development is required to connect to central water services that are necessary for domestic fire protection services. The closest fire station (Station #3 – River Park) is approximately one-half mile west of the proposed development at 480 SW Ravenswood Lane. Therefore, this project meets the standards for review for Adequacy of Fire Protection. E. Adequacy of School Facilities There are no school concurrency or capacity issues associated with this commercial development. Therefore, this project meets the standards for review for School Facilities. F. Environmental Impact Environmental Resources Department Final Report on the subject application includes the following information and analysis: The construction of the convenience store and gasoline pumps will displace a total of 105 inches in diameter at breast height (DBH) of protected native canopy trees, including slash pines and oak trees, as well as 10 cabbage palms. Mitigation for the tree impacts will be satisfied through the onsite preservation of a 29 inch DBH live oak tree, the planting of 160 inches DBH of canopy trees above the minimum landscaping code requirements and the planting of 10 cabbage palms. A condition of site plan approval will require the applicant to remove all exotic vegetation found onsite. No intact native habitat or listed species impacts are anticipated as a result of the proposed project. A Landscape Plan dated September 13, 2016, designed by Aloha Pacifica LLC. has been reviewed and approved by Environmental Resources Department staff. Therefore, this project meets the Standards of Review for Environmental Impact. 4.B.a Packet Pg. 41 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 12 AMENDMENT TO THE OFFICIAL ZONING ATLAS STANDARDS OF REVIEW AS SET FORTH IN LDC, SECTION 11.06.03 Land Development Code, Section 11.06.03 establishes the standards for reviewing amendment to the Official Zoning Atlas. In reviewing the application of a proposed amendment to the Official Zoning Atlas, the Board of County Commissioners and the Planning and Zoning Commission shall consider: A. Whether the proposed rezoning is in conflict with any applicable portions of the St. Lucie County Land Development Code; The petition is inconsistent with the Land Development Code, specifically the intent of the River Park Community Overlay Zone (Section 4.02.00), which is to protect residential homes from the impacts of nonresidential development. The proposed project is located within the River Park Community Overlay Zone. The purpose of the overlay zone is to recognize changing conditions along Prima Vista Boulevard, in the River Park subdivision, between South Highway US 1 (SR 5) and Airoso Boulevard and to establish supplemental performance standards of review by which to evaluate all applications for change in zoning to nonresidential use. The overlay zone section is intended to provide for a logical and orderly transition from residential to nonresidential zoning where appropriate, and to protect those parcels which remain residential from the impacts of nonresidential development. The petition proposes two uses that are specifically prohibited within the Overlay Zone and is therefore inconsistent with the overlay’s purpose of providing a logical and orderly redevelopment from residential to commercial uses while protecting residential single-family from the deleterious effects of high-intensity commercial development. The subject property is located in an Intersection Zone within the River Park – Community Overlay Zone (LDC, Section 4.02.00 – River Park – Community Overlay) and requires any commercial development within an Intersection Zone to be zoned PNRD. This Intersection Zone restricts uses to those in the CN, Commercial Neighborhood and CO, Commercial Office zoning districts, except those specified in LDC, Section 4.02.05 – River Park Overlay Zone Use Limitations. A conflict currently exists as the proposed uses (eating places and gasoline sales) are listed as prohibited uses in the within the River Park Community Overlay Zone. Because this project does not comply with the Purpose and Intent of the River Park Zoning Overlay, the petition overall is in conflict with the Land Development Code and fails this Standard for Review. 4.B.a Packet Pg. 42 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 13 B. Whether the proposed amendment is consistent with all elements of the St. Lucie County Comprehensive Plan; The petition is inconsistent with the Comprehensive Plan. The petition is contrary to Objective 1.1.8, which states that “property owners' investments, their quality of life and the single-family neighborhood, as a defined residential area, shall be protected from the encroachment of commercial and/or other inappropriate uses through consistent and predictable application of the Land Development Code.” The petition is contrary to the existing prohibited uses of eating and drinking places and gasoline fuel sales, which is also in conflict with the collective interest of the River Park Community as demonstrated in the workshop consensus outlined in the companion text amendment staff report. The petition is also contrary to Policy 1.1.8.4, which states that commercial uses are to be compatible with surrounding land uses. Again, the petition supports the specificly prohibited uses of eating and drinking places and gasoline fuel sales, which are contrary to the collective interest of the River Park Community as demonstrated during the findings from the recent neighborhood workshops and is incompatible with the surrounding single-family neighborhood. Policy 1.1.8.4 - Limited development of commercial/non-residential uses, that are not located within a special area plan adopted within the Towns, Villages and Countryside Element, will be allowed within areas classified for residential use, provided that these activities are compatible with the adjacent land uses and meet the following standards: a) Intent of the commercial use is to provide easily accessible, convenience-type uses to immediately surrounding residents; b) Conversion of the petitioned property would not promote any strip commercial use of land; c) Use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property; d) The property for which the commercial designation is sought does not exceed 10 acres. The Future Land Use for the subject property is RU (Residential Urban – 5 du/acre), which allows for CN and CO uses. According to Table 1-3 in the Comprehensive Plan, Land Use Designation/Zoning District Compatibility Chart, the proposed PNRD zoning district is compatible with the Residential Urban Land Use designation. Therefore, a Comprehensive Plan Amendment to change the future land use is not required. Because this petition is in conflict with Policy 1.1.8.4, it is not consistent with the St. Lucie Comprehensive Plan. 4.B.a Packet Pg. 43 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 14 C. Whether and the extent to which the proposed zoning is inconsistent with the existing and proposed land uses; The proposed zoning change to PNRD with the proposed uses (eating places and gasoline sales) are inconsistent with the River Park Overlay Zone use requirements. The purpose of the PNRD zoning district is to achieve non-residential land development of superior quality through the encouragement of flexibility and creativity in design options that encourage an environment of stable character and compatibility with surrounding land uses. The PNRD Zoning is based upon a site plan that does not meet the standards of review. Because the site plan and the proposed uses are not consistent with the River Park Overlay Zone, this project does not meet this Standard of Review. D. Whether there have been any changed conditions that require an amendment; The series of neighborhood workshops demonstrated that conditions and sentiments of the neighborhood residents has changed little since the original regulations were adopted. The neighborhood consensus is to retain the prohibition of high-intensity commercial uses of gas stations, eating and drinking places, and drive-in facilities. The adjacent properties at the northeast, southeast and southwest corners of the Prima Vista Boulevard and Floresta Drive intersection have been developed commercially with retail uses that comply with the Overlay use regulations. Community workshops with this neighborhood demonstrated a desire to retain the prohibition of eating places and gasoline sales. Therefore this project does not meet this Standard of Review. E. Whether and the extent to which the proposed amendment would result in demands on public facilities, and whether or to the extent to which the proposed amendment would exceed the capacity of such public facilities, including but not limited to transportation facilities, sewage facilities, water supply, parks, drainage, schools, solid waste, mass transit, and emergency medical facilities; The proposed uses for this rezoning are not expected to create significant additional demands on any public facilities. A concurrency evaluation is done to assure that any additional demands on public facilities in this area are met or mitigated accordingly. Availability of water, sewer, and other public facilities must also be confirmed prior to development approval. However, there are unresolved issues with traffic safety and access management. 4.B.a Packet Pg. 44 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 15 The project fails to meet this Standard of Review because this project creates an unsafe condition on two high-volume roadways in the transportation network. F. Whether and the extent which the proposed amendment would result in significant adverse impacts on the natural environment; The proposed amendment is not anticipated to create significant impacts on the natural environment. No impacts to listed species are proposed, nor were any listed species observed on the subject property during recent site inspections. The project meets this Standard of Review. G. Whether and the extent to which the proposed amendment would adversely affect property values in the area; The proposed gas station and eating place is a highly impactful commercial use that may impose negative impacts on the surrounding River Park neighborhood thereby potentially reducing adjacent single-family home property values. The project does not meet this Standard of Review. H. Whether and the extent to which the proposed amendment would result in an orderly and logical development pattern specifically identifying any negative effects of such patterns; The petition as proposed would create a development pattern of high-intensity commercial uses located adjacent to single-family residential homes, which does not result in an orderly and logical development pattern that is typically achieved through a transition of low-intensity to high-intensity commercial uses. The PNRD zoning district requires the property to be developed in a manner that will mitigate any negative or adverse impacts to adjacent residential uses. The project does not meet this Standard of Review. I. Whether the proposed amendment would be in conflict with the public interest and is in harmony with the purpose and intent of this Code; and The proposed amendment is not in keeping with the public interest as demonstrated through a series of neighborhood workshops and is not in harmony with the intent of the River Park Community Overlay Zone. The project does not meet this Standard of Review. 4.B.a Packet Pg. 45 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 16 J. Any other matters that may be deemed appropriate by the Planning and Zoning Commission or the Board of County Commissioners, in review and consideration of the proposed amendment. The Planning and Zoning Commission and the Board of County Commissioners may raise other matters regarding this proposed amendment to the Official Zoning Atlas. 4.B.a Packet Pg. 46 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 17 CONDITIONAL USE PERMIT STANDARDS OF REVIEW SET FORTH IN LDC, SECTION 11.07.03 Land Development Code, Section 11.07.03 establishes the standards for reviewing Conditional Use Permits. In reviewing an application for a Conditional Use Permit, the Board of County Commissioners and the Planning and Zoning Commission shall consider: A. Consistency with Land Development Code and Comprehensive Plan The applicant is requesting conditional use permits for the retail sale of gasoline and undistilled packaged alcoholic beverages (beer and wine) as accessory uses to the convenience (retail trade) store as per LDC, Section 3.01.03(Q)(7)(d)(1) and (2). The proposed conditional uses are in conflict with LDC, Section 4.02.05 – River Park Overlay Zone – Use Limitations, as the retail sale of gasoline and eating places are prohibited uses. The proposed Land Development Code Text Amendment would remove these prohibitions from the zoning overlay and allow these as accessory uses to a retail convenience store in the CN zoning district via conditional use permit. The Comprehenisve Plan Objective 1.1.5. encourages future developments to be located within the Urban Service Area where urban and community services are facilities can be provided in the most efficient and compact manner so as to discourage the proliferation of urban sprawl. The proposed conditional uses are acceptable accessory uses and achieves this Objective which encourages infill redevelopment of land within the urban services area that is adjacent to other commerical establishements and nearby residential land uses. The petition is contrary to Policy 1.1.8.4, which states that commercial uses are to be compatible with surrounding land uses. Because this petition supports the specificly prohibited uses of eating and drinking places and gasoline fuel sales, it is contrary to the collective interest of the River Park Community as demonstrated during the findings from the recent neighborhood workshops and is incompatible with the surrounding single- family neighborhood. Because this project is in conflict with Policy 1.1.8.4, it fails to meet this Standard of Review. 4.B.a Packet Pg. 47 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 18 A. Effect on Adjacent Properties The proposed conditional uses could have an undue adverse impact upon nearby single family residential property because the proposed traffic pattern for the project puts commercial traffic onto a residential neighborhood street. The project does not meet this Standard of Review. B. Adequacy of Public Facilities The Land Development Code stipulates that Planned Developments shall be designed to ensure compatibility with surrounding land uses, to mitigate impact on the environment and natural resources, to ensure public safety and compliance with the Comprehensive Plan. The proposed conditional uses are not expected to impact the adequacy of public facilities. However, there are unresolved issues with traffic and access management. The project fails to meet this Standard of Review because this project creates an unsafe condition on two high-volume roadways in the transportation network. C. Adequacy of Fire Protection The St. Lucie County Fire District, Fire Prevention Bureau reviewed the proposed conditional uses in accordance with the provisions of the State Fire Code and has no objections to the requests. The project meets this Standard of Review. D. Environmental Impact Environmental Resources Department does not object to the Conditional Use Permit applications. All underground storage of fuel tanks will be subject to the Florida Department of Environmental Protection’s (FDEP) Permitting and Compliance Program. The project meets this Standard of Review. RECOMMENDATION Forward a recommendation to the Board of County Commissioners to adopt a Resolution to deny the Preliminary and Final Planned Non Residential Development Site Plan, Zoning Atlas Amendment (Rezoning) from RS-4 to PNRD and Conditional Use Permits for the retail sale of 4.B.a Packet Pg. 48 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Prima Vista Wawa - PNRD Site Plan, Rezoning and CUPs PNRD_RZ 320165002, CU 620165026 and CU 820165002 October 20, 2016 Page 19 gasoline and undistilled packaged alcoholic beverages (beer and wine) as accessory uses to the convenience store. 4.B.a Packet Pg. 49 At t a c h m e n t 4 . B . a : P Z M e m o r a n d u m ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS PREPARED BY SCALE: N.T.S. LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR SEC 28, TWP 36 S, RGE 40 E LOCATION MAP END USER WAWA, INC. 260 WEST BALTIMORE PIKE, RED ROOF WAWA, PA 19063 FOR BRIGHTWORK REAL ESTATE SITE CONSTRUCTION PLANS GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. CONTACT INFORMATION CONSULTANTS CIVIL ENGINEER: BOHLER ENGINEERING FL 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 (561) 571-0280 BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: EBI SURVEYING 8415 SUNSTATE STREET TAMPA, FL 33634 (813) 866-6080 GEOTECHNICAL / ENVIRONMENTAL REPORTS: UNIVERSAL ENGINEERING SERVICES 845 S. KINGS HWY FT. PIERCE, FL 34945 (772) 461-9815 ARCHITECT: CUHACI & PETERSON 1925 PROSPECT AVE. ORLANDO, FL 32814 (407) 661-9100 LANDSCAPE ARCHITECT: ALOHA PACIFICA, LLC 7509 WEST SAND LAKE ROAD ORLANDO, FL 32814 (407) 659-0002 TRAFFIC: SUSAN E. O'ROURKE, P.E., INC. 969 SE FEDERAL HWY, SUITE 402 STUART, FL 34994 (772) 781-7918 GOVERNING AGENCIES SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-1 GENERAL NOTES C-2 DEMOLITION PLAN C-3 PRELIMINARY/FINAL PNRD SITE PLAN C-4 CONCEPTUAL UTILITY PLAN C-5 CONCEPTUAL PAVING & GRADING PLAN C-6 CONCEPTUAL DRAINAGE PLAN C-7 VEHICULAR MOVEMENT PLAN C-8 OFF- SITE PLANS OS-1 & OS-2 CONSTRUCTION DETAILS D-1 THROUGH D-7 FLOOR PLAN (BY OTHERS)A1 ROOF PLAN (BY OTHERS)A3 EXTERIOR ELEVATIONS (BY OTHERS)A4 - A4.1 TRASH COMPOUND (BY OTHERS)A10 ARCHITECTURAL CANOPY PLAN, ELEVATIONS, AND DETAILS (BY OTHERS)CA1 - CA2 ELEVATIONS AND CANOPY - COLORED (BY OTHERS) LANDSCAPE PLAN (BY OTHERS)LA-1 LANDSCAPE DETAILS (BY OTHERS)LA-2 PHOTOMETRIC PLAN (BY OTHERS)LA-3 PHOTOMETRICS DETAILS (BY OTHERS)LA-4 TREE MITIGATION PLAN (BY OTHERS)LA-5 IRRIGATION PLAN (BY OTHERS)LA-6 IRRIGATION DETAILS (BY OTHERS)LA-7 ALTA / ACSM LAND TITLE BOUNDARY AND TOPOGRAPHIC SURVEY (COMPLETED BY EBI)1 - 3 i i WATER/SEWER CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT (PSLUSD) 121 PORT ST. LUCIE BLVD., BLDG "B" PORT ST. LUCIE, FL 34984 CONTACT: MICHAEL LEPELLETIER (772) 873-6424 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) SOUTHEAST DISTRICT OFFICE 400 NORTH CONGRESS AVENUE, SUITE 200 WEST PALM BEACH, FL 33401 (561) 681-6600 FLORIDA DEPT. OF HEALTH IN ST. LUCIE COUNTY 5150 NW MILNER DR. PORT ST. LUCIE, FL 34983 CONTACT: KAREN HEIZLER (772) 462-3922 i i LOTS 1, 2, 3, 4, 5, 46, 47, 48, 49 AND 50, BLOCK 45, RIVER PARK - UNIT FIVE, ACCORDING TO THE PLAT OR MAPTHEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 31, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 98,967 SQUARE FEET OR 2.272 ACRES, MORE OR LESS. i SITE DATA TABLE: WAWA STORE: WAWA CONTACT: SCOTT KEARNEY BUILDING: F85 F/B CANOPY TYPE: SLOPED CANOPY CONFIGURATION STACKED # OF MPD's: 6 TYPE OF MPD'S (6) 3+1 # OF PARKING SPACES: 49 # OF HANDICAP SPACES: 3 # OF TRUCK/OVERSIZED PARKING: 0 SQUARE FT. OF ASPHALT/CONCRETE: 51,968 SF SQUARE FT. OF LAWN AREA: 28,421 SF STORM DRAINAGE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 CONTACT: HUGO CARTER (863) 462-5260 EXT. 3621 ST. LUCIE COUNTY WATER QUALITY DIVISION 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 CONTACT: PATRICK DAYAN (772) 462-2767 i SD3 C-1 COVER SHEET 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 BohlerEngineering.com i i FIRE PREVENTION ST. LUCIE COUNTY FIRE DISTRICT ADMIN. 5160 NW MILLER DR. PORT ST. LUCIE, FL 34983 CONTACT: CAPTAIN DEREK FOX (772) 621-3372 i GAS FLORIDA CITY GAS 561 NW MERCANTILE PLACE PORT ST. LUCIE, FL 34986 CONTACT: TIMOTHY M. KNUTSON (772) 224-3921 i ELECTRIC FP&L 1401 SE MONTEREY RD STUART, FL 34994 CONTACT: JOSEPH JAMES (772) 337-7062 TELEPHONE AT&T 3300 OKEECHOBEE RD FT. PIERCE, FL 34947 CONTACT: IVAN ARILL (772) 460-4441 i i GOOGLE MAPS DEVELOPER BRIGHTWORK REAL ESTATE2401 PGA BLVD., SUITE 280 PALM BEACH GARDENS, FL 33410 (561) 419-9257 CABLE COMCAST BUSINESS 10435 IRONWOOD RD. PALM BEACH GARDENS, FL 33410 CONTACT: BRYANT COYLE (561) 656-8961 i PLANNING AND ZONING ST. LUCIE COUNTY ZONING 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 CONTACT: JEFF JOHNSON (772) 462-1580 SOLID WASTE DISPOSAL PRIVATE ALL SERVICE REFUSE COMPANY INC. 751 NW 31ST AVENUE FT. LAUDERDALE, FL 33311 CONTACT: JAMES WOODS (954) 543-2528 i i BUILDING ST. LUCIE COUNTY BUILDING AND CODE REGULATION 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 CONTACT: JOE CICIO (772) 462-2172 i DRIVEWAY (NE PRIMA VISTA BLVD) ST. LUCIE COUNTY PUBLIC WORKS 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 CONTACT: CRAIG HAUSCHILD (772) 462-1712 (SE FLORESTA DR) CITY OF PORT ST. LUCIE PUBLIC WORKS 121 SW PORT ST. LUCIE BLVD., BUILDING "B" PORT ST. LUCIE, FL 34984 CONTACT: (772) 871-5100 i PERMITS REQUIRED x ST. LUCIE COUNTY STORMWATER PERMIT x ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT x ST. LUCIE COUNTY DRIVEWAY PERMIT x CITY OF PORT ST. LUCIE DRIVEWAY PERMIT George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 0 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 C-2 GENERAL NOTES GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: x SURVEY - "ALTA/ASCM LAND TITLE BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR BOHLER ENGINEERING" PREPARED BY EBI SURVEYING, DATED 03/20/2015.x GEOTECH - "GEOTECHNICAL ENGINEERING REPORT - PROPOSED WAWA FACILITY NE PRIMA VISTA BLVD & SE FLORESTA DR, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA - UES PROJECT NO. 0330.1600033.0000 - UES REPORT NO. 1320866, DATED 03/23/2016. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 3. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 6. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 7. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 8. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 9. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 10. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 11. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 12. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 14. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 16. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 17. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 19. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 20.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 21.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 22.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 23. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 24. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 25.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 26. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 27. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 28. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 29. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 30. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 31. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF “PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 32. CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF TRANSPORTATION, FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, ST. LUCIE COUNTY HEALTH DEPARTMENT, FLORIDA BUILDING CODE, 2014 EDITION AND ALL LOCAL AND NATIONAL CODES WHERE APPLICABLE. GENERAL DEMOLITION NOTES: 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: EBI SURVEYING. PREPARED FOR BOHLER ENGINEERING DATED 03/20/2015 PROJECT NUMBER BWRE0009 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: x PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. x CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. x LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. x PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. x DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) x WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. x THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON-CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21.CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. x WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR FDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31.FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 34. CONTRACTOR SHALL FOLLOW LATEST APPROVED PRODUCT LIST(PSLUSD DETAILS) AND CITY OF PORT ST. LUCIE UTILITY SERVICE DEPARTMENT(PSLUSD) MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS. CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF THE GUIDELINES AND PROCEDURES OUTLINED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT MANUAL, AND HAVE THIS MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. LIGHTING NOTES: 1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS. 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. 4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO FUNCTION. 5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS. 11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 1 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) WM (TBR ) LP WM (TB R ) WM (TB R ) PP PP PP GV WM WM PP PP GV PP WM (TBR) PP LP LP WM WM PP PP PP PP PP PP PP PP WM WMPP CO WM (TBR ) 1"=30' 0307.51530 DP3 C-3 DEMOLITION PLAN PROPERTY LINE TABLE LINE BEARING DISTANCE L-1 S35°09'10"E (F)185.09' (F) L-2 N23°01'28"W (F) 115.00' (F)(P) L-3 N23°58'28"W (F) 120.00' (F)(P) PROPERTY CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD LENGTH CENTRAL ANGLE C-1(F)(P)315.81' 1947.09' N61°22'44"E 315.47' 9°17'36" C-2(F)38.45' 25.00' S79°12'37"E 34.77' 88°06'53" C-3(F)40.02' 25.00'S10°42'32"W 35.88' 91°43'24"C-4(F)34.27' 2067.09' N66°30'02"E 34.27' 0°57'00"C-5(F)396.27' 2182.09'S61°46'23"W 395.73' 10°24'18" DEMOLITION NOTES: LEGEND: EXIST. UTILITY POLE TO BE REMOVED EXIST. UTILITY POLE TO REMAIN EXIST. OVERHEAD LINE TO BE REMOVED EXIST. WATER MAIN TO REMAIN EXIST. OVERHEAD LINE TO REMAIN EXIST. CLEAN OUT TO BE REMOVED EXIST. FENCE TO BE REMOVED EXIST. FENCE TO REMAIN EXIST. BUILDINGS TO BE REMOVED EXIST. STORM STRUCTURE TO BE REMOVED TO BE REMOVED EXIST. LP TO BE REMOVED EXIST. BACKFLOW PREVENTER DEVICE TO BE REMOVED ASPHALT TO BE REMOVED EXIST. CONCRETE SIDEWALK TO BE REMOVED 1. BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEM THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL VILLAGE, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. DATUM NOTES: CONTROL BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) ON-SITE BENCH MARK TBM #1: STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) ON-SITE BENCH MARK TBM #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 12.24' SOUTH AND 103.62' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16' (NAVD 1988) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 2 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) LP 15' LAN D S C A P E B U F F E R 15 ' L A N D S C A P E B U F F E R PROP 6' HIGH MASONRY WALL (SEE SHEET D-2 FOR DETAIL) 4'R 10' LAND S C A P E B U F F E R 20' 1 2 ' 5' 15' LAN D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R PROP STOP AND RIGHT TURN ONLY SIGN F85 F / B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D 35' 30' 30' 3 4 ' 2 0 ' 1 0 ' DUMPSTER ENCLOUSURE 5' WIDE ROCK BED 2 0 ' 1 0 ' 11.1' 10' 1 0 ' PROP (2)BIKE RACKS (HOLDS 2 BIKES EACH) RAISED LANDSCAPE PLANTER (TYP) TRANSFORMER PAD AND CT CABINET 2 0 . 3 ' 1 0 0 . 8 ' 131.8' PROP STAMPED CONCRETE (TYP) PROP OUTDOOR SEATING (TYP) PROP MODIFIED TYPE "B-1" CURB PROP MODIFIED TYPE "B-1" CURB PROP GAS PUMP AND CANOPY (SEE ARCH PLANS FOR DETAILS) PROP (2) 22,000 GAL. AND (1) 20,000 COMPARTMENTALIZED UNDERGROUND STORAGE TANKS 25' R 20'R 25'R 100'R 60'R 15 ' R 4'R 10' PROP STOP SIGN DETENTION AREA 3 7 . 3 ' 18' 2 0 ' 10' 3 4 ' E-STOP 2 6 ' 20' 1 0 ' L A N D S C A P E B U F F E R 6 1 ' PROP MODIFIED TYPE "B-1" CURB PROP MODIFIED TYPE "B-1" CURB PROP WAWA TYPE "F-1" CURB (TYP) PROP LOADING ZONE PROP WAWA TYPE "F-1" CURB (TYP) 35 ' R 20'R 18'R 15'R FLUSH SIDEWALK (TYP ALONG BUILDING SIDES)PROP STOP SIGN PROP BOLLARD (TYP) 2 0 . 8 ' CANOPY VERTICAL CLEARANCE = 14' (SEE ARCH PLANS FOR DETAILS) 2 5 ' 2 3 . 5 ' 56.8' 1 7 . 2 ' 4 0 . 5 ' PROP STOP AND DO NOT ENTER SIGN 1 2 ' 72.8' 48.1' 15' 1 5 ' 1 6 ' 1 1 . 1 ' 9.5' 5' 20.5' 26' 30.7' 5' 193.8' PROP PEDESTRIAN CROSSING 5' 10' 5' 1 0 ' 1 0 ' 1 0 ' 5' 5' SEE ARCHITECTURAL PLANS FOR STAMPED PATTERN DETAILS R E F E R T O T H E O F F - S I T E I M P R O V E M E N T P L A N S R E G A R D I N G T H E P R O P . R O A D W A Y I M P R O V E M E N T S A L O N G E F L O R E S T A D R I V E PROP 6' HIGH MASONRY WALL (SEE FIGURE 7-31 CODE SECTION 7.09.04.A) PROP 4' HIGH FENCE ENCLOSURE FOR IRRIGATION WELL 5' 5' 5' 5' 7' 7' 5' 5' 21' 23' 10' 5' 6.1' 6.1' 3 0 ' LIMIT OF PROP CURB / SIDEWALK LIMIT OF PROP CURB / SIDEWALK LIMIT OF PROP CURB / SIDEWALK 8'R 2'R PROP GENERATOR HOOK-UP LOCATION 4' 1 4 . 1 ' PROP 12" WHITE CROSSWALK PER FDOT INDEX 17346 (THERMOPLASTIC) PROP 6" SOLID WHITE STRIPING (THERMOPLASTIC) PROP 6" SOLID WHITE STRIPING (THERMOPLASTIC) LIMIT OF PROP CURB / SIDEWALK PROP 6" SOLID WHITE STRIPING (THERMOPLASTIC) 55' 5' 5' PROP 12" SOLID WHITE STRIPING PROP CURB RAMP W/ DETECTABLE WARNING SURFACE (24" THERMOPLASTIC) SHALL BE COMPLIANT W/ FDOT DESIGN CR-G INDEX 304 (LATEST EDITION) 2 0 ' PROP 25 LF 2x6" SOLID YELLOW STRIPING PROP PEDESTRIAN CROSSING SIGN PROP 2x6" SOLID YELLOW STRIPING PROP 24" WHITE STOP BAR PROP CURB RAMP W/ DETECTABLE WARNING SURFACE (24" THERMOPLASTIC) SHALL BE COMPLIANT W/ FDOT DESIGN CR-C INDEX 304 (LATEST EDITION) 7 5 . 7 ' PROP 7' x 14' BUS SHELTER EASEMENT PROP 18" 45° SOLID YELLOW STRIPING (THERMOPLASTIC) PROP 6" SOLID YELLOW STRIPING (THERMOPLASTIC) 2 5 ' 350' PROP 24" WHITE STOP BAR 2 5 ' 132.3' E 74.4' 12' 10' 5' 5' 263' 15'R 5' 4' 5' 12' 50'R 4'X3' AIR PUMP PAD 38' 12' 14' 50' 130' 5' PROP 8' x 6' VENT STACK 4 4 . 7 ' PROP SIGN (BY OTHERS) 11.4' 31.6' 156' PROP 2x6" SOLID YELLOW STRIPING (THERMOPLASTIC). START PROP TAPER PROP BOLLARDS (TYP) 1"=30' 0307.51530 1. ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 2. ALL RADII DIMENSIONS ARE 3' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION; AND ST. LUCIE COUNTY LAND DEVELOPMENT CODE. 4. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 5. PROPOSED DUMPSTER ENCLOSURE WILL HAVE A COMPATIBLE FINISH AND COLOR WITH THE RESPECTIVE STRUCTURE. 6. ALL IMPACTED RIGHT-OF-WAY AREAS SHALL BE SODDED . 7. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED VIA PARAPET WALLS SO AS NOT TO BE VISIBLE FROM GROUND LEVEL. 8. THERE SHALL BE NO OUTSIDE STORAGE OF MATERIAL OR EQUIPMENT WITH THE EXCEPTION OF DINING APPARATUS-TABLES, CHAIRS, UMBRELLA AND BENCHES. 9. THE AMOUNT OF EXTERIOR LIGHTING SHALL BE REDUCED TO 0.00 FOOTCANDLE READINGS AT THE PROPERTY LINE. 10. THE PROPOSED CONVENIENCE STORE WITH GAS SALES IS A 24 HOUR OPERATION. 11. PLEASE SEE C-5 UTILITY PLAN FOR PROPOSED UTILITIES WHICH ARE NOT SHOWN ON THIS SHEET FOR CLARITY. 12. ALL STRIPING WITHIN PUBLIC RIGHT OF WAY SHALL BE THERMOPLASTIC PER FDOT INDEX 17346. SITE NOTES: 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4. IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTOR'S COST. ADA ACCESSIBILITY NOTES: SP3 C-4 PRELIMINARY/ FINAL PNRD SITE PLAN BUILDING SETBACKS REQUIRED PROVIDED NORTH (ALONG NE PRIMA VISTA BLVD)25' 100.8' EAST (ALONG SE FLORESTA DR)20' 193.8' SOUTH (ALONG SE CELESTIAL CT)20' 40.5' WEST 10' 131.8' CANOPY SETBACKS NORTH (ALONG NE PRIMA VISTA BLVD)25' 75.7' EAST (ALONG SE FLORESTA DR)20' 74.4' SOUTH (ALONG SE CELESTIAL CT)20' 61.0' WEST 10' 263.0' AREA CALCULATIONS TOTAL SITE AREA 98,967 SF (2.27 AC) TOTAL IMPERVIOUS AREA 63,159 SF (1.45 AC) - 63.82% BUILDING AREA 5,911 SF (0.14 AC) - 5.97% CANOPY AREA 5,280 SF (0.12 AC) - 5.34% PAVEMENT / SIDEWALK AREA 51,968 SF (1.19 AC) - 52.51% TOTAL PERVIOUS AREA 35,808 SF (0.82 AC) - 36.18% LANDSCAPING AREA 28,421 SF (0.65 AC) - 28.72% DRY RETENTION AREA 7,387 SF (0.17 AC) - 7.46% SITE LOCATION: SW CORNER OF NE PRIMA VISTA BLVD. & SE FLORESTA DR. PORT ST. LUCIE, FL 34983 PARCEL ID NO.'S: 3419-540-0055-000-4 3419-540-0056-000-1 3419-540-0057-000-8 3419-540-0058-000-5 3419-540-0059-000-2 3419-540-0104-000-3 3419-540-0103-000-6 3419-540-0102-000-9 3419-540-0101-000-2 3419-540-0100-000-5 PROPOSED USE: CONVENIENCE STORE W/ GAS SALES, 6 PUMPS (12 FUELING POSITIONS) OVERLAY DISTRICT: RIVER PARK COMMUNITY OVERLAY ZONE (ZONE B) EXISTING ZONING: PNRD AND RS-4 PROPOSED ZONING: PNRD (PLANNED NON-RESIDENTIAL) FUTURE LAND USE: RU (RESIDENTIAL URBAN) FEMA FLOOD ZONE: THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120285, PANEL NUMBER 0280, SUFFIX J, MAP NUMBER 12111C0280J, EFFECTIVE FEBRUARY 16, 2012, FOR ST. LUCIE COUNTY, FLORIDA. ALLOWABLE PROPOSED BUILDING HEIGHT: 25' 23'-10" (TOP OF PARAPET) 33'- 4" (TOP OF TOWER) CANOPY HEIGHT: 25' 25' LANDSCAPE BUFFERS: REQUIRED PROVIDED NORTH 15' 15.0' - 44.7' EAST 15' 20.5' - 48.1' SOUTH 15' 15.0' - 17.2' WEST 10' 11.4' - 31.6' PARKING REQUIREMENTS: CONVENIENCE STORE (5,911 SF) WITH GAS SALES: (8.38 SPACES / 1000 S.F.) = 50 SPACES TOTAL REQUIRED: 50 SPACES TOTAL PROVIDED PARKING SPACES: 64 SPACES HANDICAP PARKING STALL: 3 (20'X12') STANDARD PARKING STALL: 48 (20'X10', 18'X10') SPECIALTY PARKING STALL: 1 (20'X12') FUEL POSITION SPACES: 12 SITE DATA: PROPERTY CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD LENGTH CENTRAL ANGLE C-1(F)(P)395.82' 1947.09' N62°33'22"E 395.14' 11°38'51" C-2(F)38.45' 25.00'S79°12'37"E 34.77' 88°06'53" C-3(F)40.02' 25.00'S10°42'32"W 35.88' 91°43'24"C-4(F)50.66' 2067.09' N67°40'40"W 50.66' 1°24'15" C-5(F)396.27' 2182.09'S61°46'23"W 395.73' 10°24'18" PROP. PARKING SPACE COUNT PROP. GAS PUMPS PROP. SIGN PROP. VENT STACK PROP. AIR MACHINE PROP. UNDERGROUND STORAGE TANKS PROP. LIGHT POLE PROP. TRANSFORMER PAD LEGEND: PROPERTY LINE PROP. ASPHALT PAVEMENT PROP. BUILDING AND GAS CANOPY PROP. HEAVY DUTY CONCRETE PAVEMENT PROP. STANDARD CONCRETE PAVEMENT EXISTING CONCRETE SIDEWALK PROP. GRAVEL MILL AND OVERLAY CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 3 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) LP PP PP PP GV WM PP PP GV PP PP PP WM LP WM WM PP PP PP PP WM WMPP CO PROP 6' HIGH MASONRY WALL (SEE SHEET D-2 FOR DETAIL) F85 F / B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D PROP 6' HIGH MASONRY WALL (SEE FIGURE 7-31 CODE SECTION 7.09.04.A) PROP 4' HIGH FENCE ENCLOSURE FOR IRRIGATION WELL E S S S S S E E E E E E W REMOVE EXISTING 6" PLUG AND INSTALL PROP. FIRE HYDRANT ASSEMBLY. EX. GRADE = 11.80' PROP. 1 1/2" WATER METER (PSLUSD POS) PROP. IRRIGATION WELL SL SL SL SL SL S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 1 0 ' 3' 1 0 ' 3' R E F E R T O T H E O F F - S I T E I M P R O V E M E N T P L A N S R E G A R D I N G T H E P R O P . R O A D W A Y I M P R O V E M E N T S A L O N G E F L O R E S T A D R I V E PROP GENERATOR HOOK-UP LOCATION G V GV PV S S PROP. 2" TAPPING SLEEVE AND VALVE (W-02) PROP. 2" BACKFLOW PREVENTERPROP. 10'X5' UTILITY EASEMENT PROP. 50 LF 2" PE WATER SERVICE PROP C.O.-8 PROP C.O.-7 PROP C.O.-9 PROP 6" PVC SAN. SEWER @ 1% SLOPE (MIN.) PROPO S E D 3 6 5 L F 6 " P V C C - 9 0 0 F O R C E M A I N PROP.90 °BEND PROP 6" x 6" TAPPING, SADDLE AND VALVE EX 299 LF. OF GRAVITY SEWER MAIN TO BE LINED PROP 1250 GAL . GREASE TRAP (WW-10) PROP 10' WIDE UTILITY EASEMENT PROP 10' WIDE UTILITY EASEMENT PROP C.O.-6 PROP C.O.-5 PROP C.O.-4 PROP C.O.-3 PROP C.O.-2 PROP C.O.-1 CONTRACTOR TO CONFIRM CONNECT @ INV: 8.00 PROP CLEANOUT INV=8.00 (PSLUSD POS) PROP CUT-IN VALVE PROP. PLUG VALVE E E E E E E CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS 1"=30' 0307.51530 UP3 C-5 CONCEPTUAL UTILITY PLAN LEGEND: EXIST STORM WATER LINE PROP SANITARY LINE PROP WATER LINE PROP ELECTRIC LINE S S DATUM NOTES: CONTROL BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) ON-SITE BENCH MARK TBM #1: STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) ON-SITE BENCH MARK TBM #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16' (NAVD 1988) WATER DISTRIBUTION NOTES: 1. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. SANITARY SEWER NOTES: 1. GENERAL: A. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. B. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. C. IF THE PAVEMENT NEEDS TO BE RESTORED FOR UTILITY CONECTIONS, THE PAVEMENT SHALL BE RESTORED AS PER THE COUNTY'S PAVEMENT RESTORATION DETAIL AND THE PAVEMENT SPLICE DETAIL. 2. MATERIALS: A. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. B. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. C. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. 3. INSTALLATION: A. PIPE AND FITTINGS: 1) SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". 2) BEDDING AND INITIAL BACKFILL (12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4" WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. B. CLEANOUTS: 1) CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. 2) ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. C. SERVICE: 1) MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. 2) EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. 3) CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 4. TESTING: A. AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. B. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. C. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. D. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. E. GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 100% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TESTS SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. F. GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS-BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATION IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. G. ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. W W E E CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF THE GUIDELINES AND PROCEDURES OUTLINED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT MANUAL, AND HAVE THIS MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. SANITARY CLEANOUT SCHEDULE: C.O.1 RIM ELEV = AT GRADE I.E. = 9.00 C.O.2 RIM ELEV = AT GRADE I.E. = 10.00 C.O.3 RIM ELEV = AT GRADE I.E. =10.30 C.O.4 RIM ELEV = AT GRADE I.E. =10.60 C.O.5 RIM ELEV = AT GRADE I.E. = 10.70 C.O.6 RIM ELEV = AT GRADE I.E. = 10.70 C.O.7 (2-WAY C.O.) RIM ELEV = AT GRADE I.E. = 11.25 C.O.8 (2-WAY C.O.) RIM ELEV = AT GRADE I.E. = 11.25 C.O.9 (2-WAY C.O.) RIM ELEV = AT GRADE I.E. = 11.25 George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 4 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) LP PP PP PP WM PP PP PP PP PP WM LP WM WM PP PP PP PP WM WMPP PROP 6' HIGH MASONRY WALL (SEE SHEET D-2 FOR DETAIL) F85 F / B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D PROP 6' HIGH MASONRY WALL (SEE FIGURE 7-31 CODE SECTION 7.09.04.A) E 25'R 25' R LIMIT O F PROP C U R B 10' R R E F E R T O T H E O F F - S I T E I M P R O V E M E N T P L A N S R E G A R D I N G T H E P R O P . R O A D W A Y I M P R O V E M E N T S A L O N G E F L O R E S T A D R I V E SAWCUT & MATCH EXIST CURB RAMP w/ DETECTABLE WARNING SURFACE (12" THERMOPLASTIC) SHALL BE COMPLIANT w/ FDOT DESIGN STANDARDS INDEX # 304 AND 17346 (LATEST EDITION) CR-G CURB RAMP w/ DETECTABLE WARNING SURFACE (12" THERMOPLASTIC) SHALL BE COMPLIANT w/ FDOT DESIGN STANDARDS INDEX # 304 AND 17346 (LATEST EDITION) CR-G TC 14.30 BC 13.80 TC 13.90 BC 13.40 TC 13.80 BC 13.30 TC 13.40 BC 12.90 TC 13.25 BC 12.75TC 13.70 BC 13.20 TC 13.35 BC 12.85 TC 13.45 BC 12.95 TC 13.95 BC 13.45 TC 14.65 BC 14.15 TC 14.25 BC 13.75 TC 14.00 BC 13.50 13.30 12.80 13.00 13.95 14.30 14.00 13.50 14.00 14.00 13.80 14.10 13.80 13.50 13.30 13.30 12.85 12.6512.50 TC 13.80 BC 13.30 TC 13.60 BC 13.10 12.60 13.30 13.60 13.30 TC 14.00 BC 13.50 12.85 13.3013.10 13.20 13.50 14.00 14.10 14.15 13.45 TC 13.60 BC 13.10 14.10 14.3014.50 14.3014.50 14.35 14.50 14.50 14.50 14.50 14.20 TC 14.85 BC 14.35TC 14.80 BC 14.30 13.50 13.90 13.90 14.05 14.35 14.0514.20 13.50 13.30 13.70 14.20 12.60 12.90 14.25ME ± 12.02 14.50 14.50 TC 13.40 BC 12.90 12.65 SLOPE WITHIN THESE 2 SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION 13.10 ME ± 12.47 ME ± 11.71 11.87 11.85 11.88 11.86 13.50 13.50 13.55 13.60 14.00 14.30 13.00 13.90 13.85 13.8013.85 14.25 14.45 14.40 14.20 14.10 TC 13.95 BC 13.45 13.80 14.05 14.35 13.45 13.20 13.60 12.70 13.35 13.30 13.50 SAWCUT & MATCH EXIST SAWCUT & MATCH EXIST 13.55 4.5% MAX. 14.25 13.70 13.90 14.10 14.35 13.30 13.40 TC 14.05 BC 13.55 TC 11.95 BC 11.45 12.00 ME ± 11.81 ME ± 12.42 TC 14.00 BC 13.50 13.75 TC 13.60 BC 13.10 13.60 TC 13.80 BC 13.30 TC 12.40 BC 11.90 TC 12.40 BC 11.90 TC 14.10 BC 13.60TC 13.75 BC 13.25 TC 14.35 BC 13.85 TC 14.20 BC 13.70 13.85 13.85 13.90 11.00 1 2 . 0 0 13.00 12.00 11.00 1 3 . 0 0 1 1 . 0 0 GP3 C-6 CONCEPTUAL PAVING & GRADING PLAN DATUM NOTES: CONTROL BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) ON-SITE BENCH MARK TBM #1: STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) ON-SITE BENCH MARK TBM #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16' (NAVD 1988) 1"=30' 0307.51530 1. GENERAL: A. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. B. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "BC" = BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MATCH" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. C. THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. D. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. E. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. F. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. G. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. H. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. 2. MATERIALS: A. BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS. OR EQUIVALENT LIMEROCK THICKNESS W/ MIN. LBR-100. (MAX. 6" LIFTS) B. ASPHALT SURFACES SHALL BE TYPE SUPERPAVE ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. C. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. 3. INSTALLATION: A. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), TO A MIN. 12" AND SHALL HAVE A MINIMUM LBR 40. B. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM STABILITY OF LBR-100, UNLESS OTHERWISE INDICATED. C. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. D. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR SUPERPAVE ASPHALTIC CONCRETE OR THE LATEST REVISION. 4. TESTING A. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. B. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. C. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. D. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. E. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. PAVING AND GRADING NOTES: GENERAL NOTES: 1. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 5. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. 6. ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. 7. ALL CONSTRUCTION AND RESTORATION WORK WITHIN ST. LUCIE COUNTY RIGHT WAY SHALL COMPLY WITH THE LATEST EDITION OF FDOT DESIGN STANDARDS AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 8. ANY DAMAGE TO ST. LUCIE COUNTY -TRAFFIC ITS FACILITIES CAUSED BY CONSTRUCTION OF THIS PROJECT MUST BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER CONDITIONS AT NO COST TO ST. LUCIE COUNTY. LEGEND: EXIST. STORM SEWER EXIST. SPOT GRADE PROP. BUILDING PROP. SPOT GRADE PROP. SPOT GRADE (TC = TOP OF CURB BC = BOTTOM OF CURB) PROP. CONCRETE PAVEMENT PROP. PAVEMENT MILLING AND OVERLAY PROP. ASPHALT PAVEMENT PROP. DRAINAGE ARROW PROP. RIDGE LINE PROP. STORM STRUCTURE 14.50 TC 15.00 BC 14.50 CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS MH CB George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 5 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) 15' LAN D S C A P E B U F F E R 1 5 ' L A N D S C A P E B U F F E R 4'R 10' LAND S C A P E B U F F E R 15' LAN D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R F85 F / B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D 25' R 20'R 25'R 100'R 60'R 15' R 4'R 1 0 ' L A N D S C A P E B U F F E R 35 ' R 20'R 18'R 15'R 8'R 2'R E 15'R 50'R LP 157 LF 1 5 " R C P W / 8 8 L F O F 1 0 ' W X 5'D EX F I L T R A T I O N T R E N C H 84 LF 1 5 " R C P W / 7 4 L F O F 1 0 ' W X 5 ' D EXFIL T R A T I O N T R E N C H 157 LF 1 5 " R C P W / 1 4 7 L F O F 1 0 ' W X 5'D EXF I L T R A T I O N T R E N C H 67 LF 1 5 " R C P W / 5 7 L F O F 1 0 ' W X 5'D EXF I L T R A T I O N T R E N C H 79 L F 1 5 " R C P @ 2 . 0 % 1 5 2 L F 1 5 " R C P 47 LF 1 5 " R C P C.O. C.O. C.O. C.O. C.O. CORE EXISTING INLET @4.82 PROP GENERATOR HOOK-UP LOCATION C.O. C.O. C.O. R E F E R T O T H E O F F - S I T E I M P R O V E M E N T P L A N S R E G A R D I N G T H E P R O P . R O A D W A Y I M P R O V E M E N T S A L O N G E F L O R E S T A D R I V E 1 2 . 0 0 13.00 11.00 1 3 . 0 0 1 1 . 0 0 CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS 1"=30' 0307.51530 HP3 C-7 CONCEPTUAL DRAINAGE PLAN DATUM NOTES: CONTROL BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) ON-SITE BENCH MARK TBM #1: STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) ON-SITE BENCH MARK TBM #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16' (NAVD 1988) CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF THE GUIDELINES AND PROCEDURES OUTLINED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT MANUAL, AND HAVE THIS MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. LEGEND: PROPERTY LINE PROP. RIDGE LINE EXIST. STORM STRUCTURE EXIST. STORM SEWER PROP. DRAINAGE ARROW PROP. RIDGE LINE PROP. STORM SEWER PROP. STORM STRUCTURE EXFILTRATION TRENCH GENERAL NOTES: 1. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 5. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. 6. ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. 7. ALL CONSTRUCTION AND RESTORATION WORK WITHIN ST. LUCIE COUNTY RIGHT WAY SHALL COMPLY WITH THE LATEST EDITION OF FDOT DESIGN STANDARDS AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 8. ANY DAMAGE TO ST. LUCIE COUNTY -TRAFFIC ITS FACILITIES CAUSED BY CONSTRUCTION OF THIS PROJECT MUST BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER CONDITIONS AT NO COST TO ST. LUCIE COUNTY. George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 6 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) LP PP PP PP PP PP PP PP PP 15' LAND S C A P E B U F F E R 1 5 ' L A N D S C A P E B U F F E R 10' LAND S C A P E B U F F E R 15' LAN D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R F85 F/ B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D 1 0 ' L A N D S C A P E B U F F E R E 25'R 25'R LIMIT O F PROP C U R B 10'R LP PP PP PP PP PP PP PP PP F85 F/ B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D E 25'R 25'R LIMIT O F PROP C U R B LP PP PP PP PP PP PP PP PP PP F85 F/ B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D E 25'R 25'R LIMIT O F PROP C U R B 10'R LP PP PP PP PP PP PP PP PP PP PP F85 F/ B ( 5 , 9 1 1 S F ) F.F.E. = 1 4 . 5 0 N A V D E 25'R 25'R LIMIT O F PROP C U R B VM3 C-8 VEHICULAR MOVEMENT PLAN WAWA FOOD MARKET LOADING TRUCK (WB-50) CIRCULATION PLAN WAWA FOOD MARKET FIRE TRUCK CIRCULATION PLAN WAWA FOOD MARKET TRASH TRUCK CIRCULATION PLAN WAWA FOOD MARKET FUEL TRACK (WB-50) CIRCULATION PLAN CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 7 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) PP PP PP WM WM WM PP PP PP PP WM WM PP 4' 33.7' 6' 6' 31.9' 2 5 ' R 25'R 23 1 ' 20 7 . 3 ' 50 ' 12 7 . 8 ' LIMIT OF PROP CURB PROP 6" WHITE STRIPING PER FDOT INDEX 17346 11'11.7'10.3' 10'R 4'12' 12.7' 4'24' 12' 12' DRIVEWAY ALONG FLORESTA DRIVE WILL REQUIRE CITY OF PORT ST. LUCIE APPROVAL PROP 4' CONC. MEDIAN PER FDOT INDEX 302 PROP 4' CONC. MEDIAN PER FDOT INDEX 302 BEGIN PAVEMENT WIDENING BEGIN CONCRETE MEDIAN PROP TYPE F CURB AND GUTTER PER FDOT INDEX #300 BEGIN PAVEMENT WIDENING PAVEMENT WIDENING ± 2,346 SF PROP GRASS MEDIAN PROP 6' CONC. MEDIAN PER FDOT INDEX 302 BEGIN PAVEMENT WIDENING PROP. 6" WHITE STRIPE PER FDOT INDEX # 17346 PROP RPMs PER FDOT INDEX # 17352 PROP 12" WHITE CROSSWALK STRIPING PER FDOT INDEX 17346 PROP DETECTABLE WARNING STRIP PER FDOT INDEX 304 PROP CURB RAMP W/ DETECTABLE WARNING SURFACE (24" THERMOPLASTIC) SHALL BE COMPLIANT W/ FDOT DESIGN CR-G INDEX 304 (LATEST EDITION) PROP MILL & OVERLAY5' PROP HEADER CURB (TYP) PROP DETECTABLE WARNING STRIP PER FDOT INDEX 304 PROP HEADER CURB (TYP) PP PP PP WM WM PP 2 5 ' R 25'R LIMIT OF PROP CURB 10'RPROP 6 LF 15" RCP @ 0.20% PROP 4 LF 15" RCP @ 0.20% PROP 58 LF 15" RCP @ 0.20% SAWCUT & MATCH EXIST. ME ± 11.85 11.85 12.00 11.95 11.90 11.90 ME ± 10.46 TC 10.65 BC 10.15 ME ± 10.42 TC 10.88 BC 10.38 ME ± 10.65 10.37 10.27 10.75 10.98 ME ± 11.85 ME ± 11.77 ME ± 11.22 11.26 10.50 10.75 ME ± 10.70 ME ± 10.62 ME ± 11.05 ME ± 10.70 ME ± 11.30 ME ± 11.34 ME ± 11.37 ME ± 11.20 ME ± 10.84 ME ± 11.26 ME ± 10.86 ME ± 10.73 ME ± 10.66 ME ± 11.39 ME ± 11.37 ME ± 11.25 ME ± 11.55 ME ± 11.31 ME ± 11.39 ME ± 10.83 ME ± 10.76 SAWCUT & MATCH EXIST. ME ± 10.83 1"=20' 02051020 OS3 OS-1 OFF-SITE PLANS CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SIGNAGE NOTES: 1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", LATEST EDITION; FDOT DESIGN STANDARDS, CITY OF PORTST. LUCIE AND LOCAL DEVELOPMENT CODE. 2. ALL PAVEMENT MARKINGS WITHIN CITY OF PORT ST. LUCIE RIGHT-OF-WAY SHALL BE THERMOPLASTIC. 3. ALL EXISTING PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED BY MILLING AND RESURFACING AS DIRECTED BY THE LMO. PAVEMENT MARKING PLANDEMOLITION PLAN PAVING & GRADING PROP. MILL & OVERLAY LEGEND PROP. ASPHALT PAVEMENT George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 8 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) PP PP PP WM O PP PP PP WM 12' 11' 75 ' 11' 11'11' 12' PROP 6" WHITE STRIPE PROP PAVEMENT STRIPING PER FDOT INDEX # 17346 4' 24.7' CONTRACTOR & COUNTY TO COORDINATE WITH HOMEOWNER TO CONSTRUCT CIRCULAR DRIVEWAY BEGIN PAVEMENT WIDENING END PAVEMENT WIDENING END PAVEMENT WIDENING PROP 4' CONC. MEDIAN PER FDOT INDEX 302 PAVEMENT WIDENING ± 3,428 SF PAVEMENT WIDENING PAVEMENT WIDENING MATCH EXISTING GRADES MATCH EXISTING GRADES PROP 6" WHITE STRIPE PER FDOT INDEX # 17346 PROP DOUBLE YELLOW STRIPE 6" PER FDOT INDEX # 17346 PROP 6" YELLOW STRIPE PER FDOT INDEX # 17346 PROP RPMs PER FDOT INDEX # 17352 PROP MILL & OVERLAY PP PP PP WM PROP 11 LF 15" RCP @ 0.20% PROP 50 LF 15" RCP @ 0.20% 11.05 11.20 11.35 11.50 11.31 10.40 10.45 10.65 10.45 12.00 11.00 11.80 11.50 10.10 ME ± 10.86 ME ± 10.70 ME ± 9.80 ME ± 9.65 ME ± 11.75 ME ± 11.78 ME ± 11.70 ME ± 11.65 ME ± 11.81 ME ± 10.88 OS3 OS-2 OFF-SITE PLANS CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS PAVEMENT MARKING PLANDEMOLITION PLAN PAVING & GRADING 1"=20' 02051020 SIGNAGE NOTES: 1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", LATEST EDITION; FDOT DESIGN STANDARDS, CITY OF PORTST. LUCIE AND LOCAL DEVELOPMENT CODE. 2. ALL PAVEMENT MARKINGS WITHIN CITY OF PORT ST. LUCIE RIGHT-OF-WAY SHALL BE THERMOPLASTIC. 3. ALL EXISTING PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED BY MILLING AND RESURFACING AS DIRECTED BY THE LMO. PROP. MILL & OVERLAY LEGEND PROP. ASPHALT PAVEMENT George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 5 9 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-1 CONSTRUCTION DETAILS (S E E P L A N ) (S E E P L A N ) (SEE NOTE 2) 12" STABILIZED SUB-GRADE 4" PCC CONCRETE (SEE NOTE 1 & 3) SEE PLAN FOR WIDTH 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". 2. COMPACTED FILL AREAS, INCLUDING CUT AREAS UNDER THE SIDEWALK THAT HAVE BEEN EXCAVATED MORE THAN 6 INCHES BELOW THE BOTTOM OF SIDEWALK, TO A MINIMUM OF 95% OF AASHTO T99 DENSITY. THE AREA TO BE COMPACTED IS DEFINED AS THAT AREA DIRECTLY UNDER THE SIDEWALK AND 1 FOOT BEYOND EACH SIDE OF THE SIDEWALK WHEN RIGHT -OF-WAY ALLOWS. (FDOT INDEX #310- SECTION 522) 3. PLACE CONCRETE IN THE FORMS, AND TAMP AND SPADE IT TO PREVENT HONEYCOMBING, AND UNTIL THE TOP OF THE STRUCTURE CAN BE FLOATED SMOOTH AND THE EDGES ROUNDED TO THE RADIUS SHOWN IN THE PLANS ( PER FDOT INDEX 310- SECTION 520-6, CONCRETE STRENGTH SHALL BE MIN. 3000 PSI @ 28 DAYS. 4. SIDEWALK REMOVAL & REPLACEMENTS TO CONSIST OF FULL FLAGS. 5. PROVIDE EXPANSION JOINT AT CONNECTIONS BETWEEN NEW AND EX. SIDEWALK AS PER FDOT INDEX 310-SECTION 522. 6. PROVIDE FIBEROUS JOINTS 20' O.C. 7. SIDEWALKS SHALL CONFORM TO FDOT INDEX 310 OF THE LATEST FDOT DESIGN STANDARDS. (SEE NOTE 3 & 4) 12" STABILIZED SUB-GRADE 6" PCC CONCRETE (SEE NOTE 1 & 2) 1. CONCRETE DRIVEWAYS SHALL BE 6" THICK . 2. CONCRETE STRENGTH SHALL BE MIN. 4000 PSI @ 28 DAYS IN ACCORDANCE WITH ASTM C-39. 3. 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 4. PER COUNTY STANDARDS, THE STABILIZED SUBGRADE MATERIALS SHALL BE COMPACTED AT 98% OF THE MODIFIED PROCTOR DENSITY AS DETERMINED BY AASHTO T-180. 1. 8" LIMEROCK BASE (MIN) LBR100, FDOT 200-2 2. 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 3. PER COUNTY STANDARDS, THE 8" LIMEROCK BASE AND STABILIZED SUBGRADE MATERIALS SHALL BE COMPACTED AT 98% OF THE MODIFIED PROCTOR DENSITY AS DETERMINED BY AASHTO T-180. (SEE NOTE 2 & 3) STABILIZED SUB-GRADE (SEE NOTE 1 & 3) DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BOTTOM DIAMETER OF NOMINAL 0.9 INCH AND A TOP DIAMETER OF 0.4 INCH. A HEIGHT OF 0.2 INCH AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCH AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI @ 28 DAYS. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". DETECTABLE WARNING 0.02 5.6" 3' 5' M I N . 6" x 5 . 6 " O R 6 " x 1 2 " SID E W A L K C U R B 1:12 1:1 2 6' George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 0 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) LANDSCAPE WALL ELEVATION N.T.S. (FOR REFERENCE ONLY) PRE-CAST CONCRETE WALL AND DECORATIVE COLUMN CAP. COLUMNS TO BE 20' O.C. MAX. AND 24" IN WIDTH. 24" SHRUB HEDGE INSTALLED 30" O.C. (30" WITHIN 1 YEAR) WALL HEIGHT IS REQUIRED TO BE MEASURED 6 FT. HIGH FROM THE FINISHED FLOOR ELEVATION & NOT TO EXCEED 8 FT. 6" MIN. 24" WIDTH 3" C.L. #4 @ 4' O.C. EX. GR. EL. VARIES 4 - #3 CONT. #4 @ 48" O.C. 1 - #4 CONT. PRE-CAST FINISH PROP. GR. EL. VARIES 18 " 15 " LANDSCAPE WALL SECTION N.T.S. (FOR REFERENCE ONLY) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-2 CONSTRUCTION DETAILS 20 ' 10' 20 ' 12'5' PROP. WAWA TYPE F-1 CURB (TYP.) PROP. WAWA TYPE F-1 CURB (TYP.) 10'20 ' CONCRETE SIDEWALK 4" WHITE PAINT 4" YELLOW PAINT 4" WHITE PAINT A RAISED LANDSCAPE PLANTER (TYP.) 18 . 5 ' 10' PROP. WAWA TYPE F-1 CURB (TYP.) 4" WHITE PAINT A George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 1 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-3 CONSTRUCTION DETAILS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 2 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-4 CONSTRUCTION DETAILS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 3 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-5 STANDARD DETAILS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 4 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-6 STANDARD DETAILS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 5 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) CONSTRUCTION NOT APPROVED FOR It's fast. It's free. It's the law. www.callsunshine.com TM SU S T A I N A B L E D E S I G N LA N D S C A P E A R C H I T E C T U R E SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM NE W E N G L A N D UP S T A T E N E W Y O R K NE W Y O R K , N Y LE H I G H V A L L E Y , P A SO U T H E A S T E R N , P A SO U T H E R N M A R Y L A N D BA L T I M O R E , M D TA M P A , F L CE N T R A L V I R G I N I A CH A R L O T T E , N C RA L E I G H , N C NO R T H E R N V I R G I N I A NE W J E R S E Y RE H O B O T H B E A C H , D E SO U T H F L O R I D A BO S T O N , M A PH I L A D E L P H I A , P A NE W Y O R K M E T R O REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: FLB150016 LDT GB 03/23/16 AS NOTED SITE CONSTRUCTION PLANS BRIGHTWORK REAL ESTATE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 1 05/27/2016 ICG PER COUNTY COMMENTS 2 07/26/2016 SMT PER COUNTY COMMENTS 3 09/13/2016 SMT PER COUNTY COMMENTS SD3 D-7 STANDARD DETAILS George Balaban, State of Florida, Professional Engineer, License No PE 74543 This item has been electronically signed and sealed by George Balaban, PE on 10/3/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 4. B . b Pa c k e t P g . 6 6 Attachment4.B.b: Plan Set (3809 : Prima Vista WaWa PNRD) 3ULPH9LVWD )ORUHVWD3RUW6W/XFLH)/'13,'6HSWHPEHU :DZD 6,*1 $:1,1*&2,1& 7+$YHQXH1RUWK &OHDUZDWHU)ORULGD  7+20$6 4. 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B . c Pa c k e t P g . 7 4 Attachment4.B.c: Architectural Drawings and Signage (3809 : Prima Vista WaWa PNRD) 4.B.d Packet Pg. 75 At t a c h m e n t 4 . B . d : M a p S e t ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.d Packet Pg. 76 At t a c h m e n t 4 . B . d : M a p S e t ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.d Packet Pg. 77 At t a c h m e n t 4 . B . d : M a p S e t ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.d Packet Pg. 78 At t a c h m e n t 4 . B . d : M a p S e t ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4. B . e Pa c k e t P g . 7 9 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 0 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 1 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 2 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 3 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 4 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 5 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 6 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 7 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 8 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 8 9 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 0 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 1 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 2 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 3 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 4 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 5 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 6 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 7 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 8 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 9 9 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 0 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 1 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 2 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 3 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 4 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 5 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 6 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 7 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 8 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 0 9 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 0 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 1 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 2 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 3 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 4 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 5 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 6 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 7 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) 4. B . e Pa c k e t P g . 1 1 8 Attachment4.B.e: Traffic Analysis (3809 : Prima Vista WaWa PNRD) kimley-horn.com 445 24th Street, Suite 200, Vero Beach, Florida 32960 772 794 4100 To: Jeffrey Johnson Senior Planner St. Lucie County Planning and Development Services From: Nicholas J. Mora, P.E. Kimley-Horn and Associates, Inc. Date: September 22, 2016 Re: Wawa Site – Prima Vista Boulevard & Floresta Drive St. Lucie County, Florida Review of Traffic Impact Analysis Kimley-Horn has reviewed the Traffic Impact Analysis (dated March 29, 2016) and the revised Traffic Impact Analysis (dated September 14, 2016) prepared by Susan E. O’Rourke, P.E., Inc. related to the above-mentioned project. Please note that our review was isolated to the project’s proposed access characteristics per your request. The subject development, which will include a 5,911 square foot convenience store with fuel pumps, is expected to generate 1,749 net new external daily trips, 94 net new external AM peak hour trips (47 inbound / 47 outbound), and 102 net new external PM peak hour trips (51 inbound / 51 outbound). The traffic analysis indicates that the adjacent roadway segment of Prima Vista Boulevard and the intersection of Prima Vista Boulevard & Floresta Drive are projected to operate acceptably upon buildout of the project (year 2018) and no capacity-enhancing improvements are required along the evaluated roadway segment or intersection. Access to the project site will be provided via one full access connection on Prima Vista Boulevard and one right-in/right-out connection on Floresta Drive. Striping modifications along Prima Vista Boulevard at the full access connection are required in order to delineate back to back left-turn lanes. The back to back left-turn lanes include the westbound left-turn lane at the full access Wawa driveway and the eastbound left-turn lane at the signalized intersection of Prima Vista Boulevard & Floresta Drive. The dimensional split between these back to back left-turn lanes should be 180’ westbound / 215’ eastbound. Note that these dimensions are each inclusive of the joint 50’ taper section. We have no further comments on the Traffic Impact Analysis at this time and have concluded that the proposed access configuration will operate acceptably from a traffic operational standpoint at the two connection locations. Thank you for the opportunity to assist St. Lucie County in reviewing this project. Please contact us if you have any questions or need additional information. 4.B.f Packet Pg. 119 At t a c h m e n t 4 . B . f : T r a f f i c C o n s u l t a n t R e v i e w o f T r a f f i c A n a l y s i s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Environmental resources FINAL REPORT TO: Jeff Johnson, Planning & Development Services Department THROUGH: Amy Griffin, Environmental Resources Director FROM: Ben Balcer, Senior Environmental Planner DATE: September 21, 2016 SUBJECT: Prima Vista Wawa Preliminary/Final PNRD, Conditional Use and Text Amendment PNRD RZ 320165002 CU 620165026 CU 820165052 TLDC 320165003 Background The Environmental Resources Department (ERD) has received the September 15, 2016 Planning and Development Services’ date-stamped submittal. The applicant is requesting Preliminary and Final Planned Non-residential Development (PNRD) approval to rezone nine (9) of the ten (10) single family lots from RS-4 to PNRD to construct a 5,911 sf. convenience store, with gas sales and associated parking on approximately 2.27-acres. The applicant has also requested a Text Amendment to the Land Development Code to allow for gas stations and eating places within the River Park Community Overlay Zone and approval two (2) Conditional Use applications. The Conditional Use applications will permit the retail sale of gasoline and alcoholic beverages (beer and wine) as accessory uses. Environmental Resources staff has completed a site visit and review. The subject parcels are located on the southwest corner of Prima Vista Boulevard and Floresta Drive. Nine (9) out of the ten (10) lots within the subject area contain single family homes. The remaining lot is vacant. In order to facilitate the proposed site improvements, the existing buildings will be demolished. Findings The construction of the convenience store and gasoline pumps will displace a total of 105 inches in diameter at breast height (DBH) of protected native canopy trees, including slash pines and oak trees, as well as 10 cabbage palms. Mitigation for the tree impacts will be satisfied through the onsite preservation of a 29 inch DBH live oak tree, the planting of 160 inches DBH of canopy trees above the minimum landscaping code requirements and the planting of 10 cabbage palms. A condition of site plan approval will require the applicant to remove all exotic vegetation found onsite. No intact native habitat or listed species impacts are anticipated as a result of the proposed project. A Landscape Plan dated September 13, 2016, designed by Aloha Pacifica LLC. has been reviewed and approved by ERD staff. ERD does not object to the Conditional Use Permit application, which would allow the sale and storage of gasoline. All underground storage tanks will be subject to the Florida Department of Environmental Protection’s (FDEP) Permitting and Compliance Program. 4.B.g Packet Pg. 120 At t a c h m e n t 4 . B . g : E R D F i n a l R e p o r t ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) Recommendation The proposed planned non-residential development, text amendment and the two (2) Conditional Use permit applications, are consistent with ERD’s requirements. ERD recommends approval with the conditions as outlined below. Conditions of Approval 1) Prior to issuance of a Vegetation Removal Permit or Exemption, the developers, their successor or assigns, shall conduct a pre-construction meeting with construction personnel and Environmental Resources Department staff, to verify vegetation protection measures have been installed. 2) Within 90 days of site plan approval all invasive exotic vegetation located within the property boundary shall be removed (Land Development Code Section 7.09.05). 3) The issuance of County development permit does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the County if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. 4) All other applicable state or federal permits must be obtained before commencement of the development. Please contact Ben Balcer at 772-462-2866 if you have any questions regarding the details of these requirements. 4.B.g Packet Pg. 121 At t a c h m e n t 4 . B . g : E R D F i n a l R e p o r t ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.h Packet Pg. 122 At t a c h m e n t 4 . B . h : F i r e D i s t r i c t A p p r o v a l ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 123 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 124 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 125 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 126 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 127 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 128 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 129 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 130 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 131 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.i Packet Pg. 132 At t a c h m e n t 4 . B . i : P u b l i c N o t i f i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 133 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 134 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 135 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 136 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 137 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 138 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 139 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 140 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 141 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 142 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 143 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 144 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 145 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 146 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 147 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.j Packet Pg. 148 At t a c h m e n t 4 . B . j : C o r r e s p o n d e n c e ( R e s i d e n t s ) ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 149 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 150 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 151 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 152 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 153 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 154 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 155 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 156 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 157 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 158 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 159 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 160 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 161 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 162 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 163 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 164 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 165 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 166 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 167 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 168 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 169 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 170 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 171 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 172 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 173 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 174 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 175 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 176 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 177 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 178 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 179 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 180 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 181 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 182 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 183 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 184 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 185 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 186 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 187 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 188 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 189 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 190 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 191 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 192 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 193 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 194 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 195 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 196 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) 4.B.k Packet Pg. 197 At t a c h m e n t 4 . B . k : D e v e l o p m e n t A p p l i c a t i o n s ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) SUGGESTED MOTION TO RECOMMEND APPROVAL/DENIAL OF THE REQUESTED DEVELOPMENT PETITIONS MOTION TO APPROVE: AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.02.07, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS ADOPT A RESOLUTION GRANTING THE PRELIMINARY AND FINAL PLANNED NON RESIDENTIAL DEVELOPMENT SITE PLAN, REZONING, AND CONDITIONAL USE PERMITS FOR THE PROJECT TO BE KNOW AS PRIMA VISTA WAWA, BECAUSE... (CITE REASONS WHY – PLEASE BE SPECIFIC) MOTION TO DENY: AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.02.07, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE PRELIMINARY AND FINAL PLANNED NON RESIDENTIAL DEVELOPMENT SITE PLAN, REZONING, AND CONDITIONAL USE PERMITS FOR THE PROJECT TO BE KNOW AS PRIMA VISTA WAWA, BECAUSE... (CITE REASONS WHY – PLEASE BE SPECIFIC) 4.B.l Packet Pg. 198 At t a c h m e n t 4 . B . l : S u g g e s t e d M o t i o n ( 3 8 0 9 : P r i m a V i s t a W a W a P N R D ) ITEM NO. (ID # 3811) DATE: 10/20/2016 AGENDA REQUEST *PUBLIC HEARINGS BACKGROUND: With the proliferation of wireless devices and growing consumer demand for better connectivity comes increased deployment of Distributed Antenna Systems (DAS), small cells, and other equipment in our cities and towns. Industry engineers are saying that as cellular companies move away from the costly placement of large cell towers, they will be requiring the placement of tens of thousands of distributed antennae and small cell systems around communities. From the wireless carrier perspective, finding locations to install small cell facilities becomes a challenge due to zoning regulations, technical requirements, and limited real estate options. Because of the cost of site selection and placement on private properties, some of these companies are pursuing their deployments (i.e. construction of towers and placing equipment on them) in public rights of way. Unfortunately, like other technologies, this industry is moving faster than the regulatory framework to address them. These companies are pushing the boundaries of the regulations in many communities where local regulation standards are not up to date. This is a nationwide problem and has become of concern in Florida such that the Florida Association of County Attorneys (FACA) has formed a task force to study this matter and develop a strategy to address the situation. In the meantime, these companies continue to advance their agendas in communities. One such company has submitted several applications for right-of-way permits. The applications were not approved. A postponement is a temporary halt to certain development activities established for the purpose of giving a local government time to plan, consider, review, adopt and/or revise its development regulations. The Board of County Commissioners is authorized by Chapter 125, Florida Statutes, to adopt ordinances necessary for the exercise of its powers. St. Lucie County has imposed postponements in the past. Martin County just adopted a moratorium on the acceptance of applications for the approval of permits or development orders for wireless communication facilities within rights-of-way. TO: St. Lucie County Planning & Zoning Commission PRESENTED BY: Katherine Barbieri, Asst. County Attorney SUBMITTED BY: County Attorney SUBJECT: Postponement of the Placement of Wireless Communication Facilities in Rights-of-Way 4.C Packet Pg. 199 Updated: 10/14/2016 4:15 PM by Heather Young Page 2 The purpose of this postponement is to allow staff time to undertake a study of appropriate distance separation requirements, appropriate locations and other regulations of wireless communications facilities within rights-of-way. As proposed, the attached ordinance imposes a 12-month postponement on applications for, or approval of any permits or development orders for wireless communications facilities within rights-of-way. PREVIOUS ACTION: On September 20, 2016, the County Board of County Commissioners authorized Permission to Advertise for the Postponement of the Placement of Wireless Communication Facilities in Rights-of-Way for public hearing before the Local Planning Agency and two (2) public hearings before the Board of County Commissioners. FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Local Planning Agency forward the draft ordinance to the Board of County Commissioners with a recommendation of approval. COMMISSION ACTION: Coordination/Signatures 4.C Packet Pg. 200 1 ORDINANCE NO. 16-XXX AN ORDINANCE OF ST. LUCIE COUNTY, FLORIDA (THE “COUNTY”), PROVIDING FOR POSTPONEMENT ON THE ACCEPTANCE OF APPLICATIONS FOR, OR THE APPROVAL OF, PERMITS OR DEVELOPMENT ORDERS FOR WIRELESS COMMUNICATIONS FACILITIES WITHIN RIGHTS-OF-WAY DURING A SPECIFIED TERM; PROVIDING FOR WAIVER, VESTED RIGHTS, APPEALS, EXHAUSTION OF ADMINISTRATIVE REMEDIES; PROVIDING FOR CONFLICTING PROVISIONS, SEVERABILITY AND APPLICABILITY; PROVIDING FOR FILING WITH THE DEPARTMENT OF STATE; PROVIDING FOR AN EFFECTIVE DATE AND ADOPTION WHEREAS, pursuant to Section 125.01, Florida Statutes, the Board of County Commissioners is authorized to adopt ordinances necessary for the exercise of its powers; and WHEREAS, the Board of County Commissioners (“Board”) has adopted the St. Lucie County Comprehensive Plan within which are included goals, objectives, and policies related to zoning and land development; and WHEREAS, Chapter 163, Part II, Florida Statutes, requires the implementation of these goals, objectives and policies through the adoption of consistent Land Development Regulations; and WHEREAS, it is important to provide county staff with time to undertake a study of appropriate distance separation requirements, appropriate locations and other regulations of wireless communications facilities within rights-of-way; and WHEREAS, a postponement on application for, or approval of, any permits or development orders for wireless communications facilities within rights-of-way will maintain the status quo during the course of the study and planning process; and WHEREAS, the Board intends to limit the duration of this postponement to no more than twelve (12) months; and WHEREAS, the Board of County Commissioners (“Board”) of St. Lucie County (“County”), Florida, presently is working with its staff and professional consultants to prepare comprehensive plan amendments and land development regulations that will govern the location and development of wireless communications facilities within rights-of-way; and WHEREAS, the Board finds that the regulation of wireless communications facilities within rights-of-way is necessary and appropriate to guide the future use and development of land in the unincorporated County, and to protect the public health, welfare and safety, including but not limited to the environmental resources of the County and surrounding areas; and 4.C.a Packet Pg. 201 At t a c h m e n t 4 . C . a : D r a f t W i r e l e s s C o m m u n i c a t i o n F a c i l i t i e s O r d i n a n c e ( 3 8 1 1 : P o s t p o n e m e n t o f t h e P l a c e m e n t o f W i r e l e s s C o m m u n i c a t i o n 2 WHEREAS, the Board finds it is in the best interest of the citizens of St. Lucie County to adopt the proposed postponement; and WHEREAS, the Board find the proposed ordinance consistent with goals, objectives and policies of the Comprehensive Plan. NOW THEREFORE, BE IT ORDAINED by the Board of County Commissioners of St. Lucie County, Florida as follows: Section 1. RECITALS ADOPTED. Each of the recitals set forth above is hereby adopted and confirmed. Section 2. TEMPORARY POSTPONEMENT OF CERTAIN COUNTY ACTIONS; APPLICABILITY. A. For twelve (12) months following the adoption of this ordinance, or until an amendment to the Land Development Code is approved or denied, whichever occurs first, no application for any permit or development order for a wireless communications facility within right- of-way shall be accepted, nor shall any permit or development order be approved for a wireless communications facility within right-of-way. Notwithstanding the above, in the event the Board approves an amendment to the Land Development Code, the postponement shall remain in effect until such time as the amendment becomes effective. B. This ordinance shall not restrict, prohibit or otherwise prevent a property owner from the reasonable use of their land or from developing their land in accordance with the St. Lucie County Comprehensive Plan. C. The adoption of this ordinance is undertaken by the County in good faith and is intended to further the goals of the St. Lucie County Comprehensive Plan and Chapter 163, Florida Statutes, and is not intended to discriminate against those landowners which may be subject to this ordinance. D. The limited duration of this postponement has been established in order to accomplish appropriate planning for future development through the St. Lucie County Comprehensive Plan amendment process as described in Chapter 163, Part II, Florida Statutes, and the Comprehensive Plan. Section 3. TERM OF THIS ORDINANCE. The County shall move forward expeditiously with the development, adoption, and implementation of the Regulations concerning wireless communication facilities. This Ordinance shall remain in effect only for so long as is reasonably necessary for the Board to adopt such Regulations and for those Regulations to take effect. Accordingly, the term of this Ordinance shall expire, and this Ordinance shall have no further force or effect, after the date when the Regulations 4.C.a Packet Pg. 202 At t a c h m e n t 4 . C . a : D r a f t W i r e l e s s C o m m u n i c a t i o n F a c i l i t i e s O r d i n a n c e ( 3 8 1 1 : P o s t p o n e m e n t o f t h e P l a c e m e n t o f W i r e l e s s C o m m u n i c a t i o n 3 take effect, or three hundred thirty sixty-five (365) days after the date of the adoption of this Ordinance, whichever occurs first, unless the term of this Ordinance is extended by the Board. The Board may extend the term of this Ordinance for up to an additional thirty (30) days by resolution, if the Board finds that the extension is necessary and in the public interest. Section 4. WAIVERS. Notwithstanding the provisions in Section 2 above, an applicant for the development of property within the unincorporated County may apply to the Board for a waiver of the requirements in Section 2, above, so that the applicant’s application may be reviewed without delay. In such cases, the Board shall consider the request for a waiver at a public meeting, which shall be held within 45 days after the County receives the applicant’s request. At the public meeting, the applicant shall have the burden of demonstrating to the Board’s satisfaction that: (a) granting the applicant’s request for a waiver will not detrimentally affect the preparation and implementation of the Regulations; (b) the proposed project will be compatible with surrounding land uses; and (c) the proposed project will not adversely affect the public health, safety or welfare. If the applicant carries its burden of proof, the Board may grant a waiver and thus allow the applicant’s application to be submitted, reviewed and processed concurrently with the Regulations. However, a development order shall not be issued for such application until the necessary comprehensive plan amendments are in effect and the application is found to be consistent with adopted land development regulations. Section 5. VESTED RIGHTS. A. Nothing in this Ordinance shall be construed or applied to abrogate the vested right of a property owner to complete development where the property owner demonstrates each of the following: 1. A government act of development approval was obtained prior to the effective date of this Ordinance; and 2. The property owner has detrimentally relied, in good faith, on the governmental approval by making a substantial change in position or incurring extensive obligations and expenses; and 3. It would be highly inequitable to deny the property owner the right to complete the development. B. Any property owner claiming to have vested rights under this Section 5 must file an application with the Board for a vested rights determination within 30 days after the effective date of this Ordinance. The application shall be accompanied by a fee of $1,500.00 and shall contain a sworn statement as to the facts upon which the vested rights are asserted, together with any documentary evidence supporting the claim. The Board shall hold a public hearing on the application and, based upon the evidence submitted, shall make a determination as to whether or 4.C.a Packet Pg. 203 At t a c h m e n t 4 . C . a : D r a f t W i r e l e s s C o m m u n i c a t i o n F a c i l i t i e s O r d i n a n c e ( 3 8 1 1 : P o s t p o n e m e n t o f t h e P l a c e m e n t o f W i r e l e s s C o m m u n i c a t i o n 4 not the property owner has established vested rights. To the extent that a property owner demonstrates vested rights, the prohibitions established in Section 2 of this Ordinance shall not apply. Section 6. APPEALS. Any appeal from a final decision by the Board under Section 4 or Section 5 of this Ordinance shall be pursued by filing a Petition for Certiorari in the Circuit Court of the 19th Judicial Circuit, in and for St. Lucie County, in accordance with the Florida Rules of Appellate Procedure for the review of the quasi-judicial rulings of local government agencies. Section 7. EXHAUSTION OF ADMINISTRATIVE REMEDIES. A property owner claiming that this Ordinance, as applied, constitutes or would constitute a temporary or permanent taking of private property or an abrogation of vested rights shall not pursue such claim in court unless he or she has first exhausted the administrative remedies provided in this Ordinance. Section 8. CONFLICTING PROVISIONS. Special acts of the Florida legislature applicable only to unincorporated areas of St. Lucie County, County ordinances and County resolutions, or parts thereof, in conflict with this ordinance are hereby superseded by this ordinance to the extent of such conflict. Section 9. SEVERABILITY. If any portion of this ordinance is for any reason held or declared to be unconstitutional, inoperative, or void, such holding shall not affect the remaining portions of this ordinance. If this ordinance or any provision thereof shall be held to be inapplicable to any person, property, or circumstance, such holding shall not affect its applicability to any other person, property, or circumstance. Section 10. APPLICABILITY OF ORDINANCE. This ordinance shall be applicable in the unincorporated area of St. Lucie County. Section 11. FILING WITH THE DEPARTMENT OF STATE. The Clerk is hereby directed forthwith to send a certified copy of this ordinance to the Bureau of Administrative Code and Laws, Department of State, The Capitol, Tallahassee, Florida 32304. 4.C.a Packet Pg. 204 At t a c h m e n t 4 . C . a : D r a f t W i r e l e s s C o m m u n i c a t i o n F a c i l i t i e s O r d i n a n c e ( 3 8 1 1 : P o s t p o n e m e n t o f t h e P l a c e m e n t o f W i r e l e s s C o m m u n i c a t i o n 5 Section 12. EFFECTIVE DATE. This Ordinance shall be effective upon filing with the Department of State. Section 13. ADOPTION. After motion and second, the vote on this ordinance was as follows: Kim Johnson, Chairman XXX Chris Dzadovsky, Vice Chairman XXX Commissioner Tod Mowery XXX Commissioner Paula A. Lewis XXX Commissioner Frannie Hutchinson XXX PASSED AND DULY ADOPTED this ______ day of ____________________, 2016. BOARD OF COUNTY COMMISSIONERS ATTEST: ST. LUCIE COUNTY, FLORIDA ______________________________ BY: _____________________________ Deputy Clerk Chairman APPROVED AS TO FORM AND CORRECTNESS: BY: _____________________________ County Attorney 4.C.a Packet Pg. 205 At t a c h m e n t 4 . C . a : D r a f t W i r e l e s s C o m m u n i c a t i o n F a c i l i t i e s O r d i n a n c e ( 3 8 1 1 : P o s t p o n e m e n t o f t h e P l a c e m e n t o f W i r e l e s s C o m m u n i c a t i o n