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03 12 2021 Agenda with back-up
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N Gar-i N O � a •• 00 00 H °HP4Ow W U rdrdWN a o o a � � M N N H H 44 ro rz r= W 3 O O H N N M U J) N E W N N O N N N O 44 � N z i Ul �y E i N a) N �4 � � � �+ �4 W FC Ti O P i 41 N N � In M� O �' a' O ��� � Epi� O O aA', H O A ao N N N E `'� m E r� �' O a EA H rd b) U � H � >1 v>, A � rd 4-4 � " H r� A U W O U FC w E �o H(d a t m .� �' �' o 9 a w a W co u4--) hUTA rdU u P4 oA ,, UlwaFCxN -W N U. 1 N 9 O H m P� a Ei Ei Ul rd A U rd N � G4 H a HHwwwU) H N H rsa r-I w r- i!2 H �J 0 H 3 z�D co z rJ4 � 7��O4Hz Pq U A H rQ Pq FC a H co 3 O W Q Ei O Pq 0 x W CO°wwww MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF THE TOWN OF GULF STREAM ON FRIDAY, FEBRUARY 12, 2021 AT 9:00 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order Mayor Morgan called the meeting to order at 9:00 A.M. II. Pledge of Allegiance Mayor Morgan led the Pledge of Allegiance. III. Roll Call Present and Participating: Scott W. Morgan Mayor Thomas W. Stanley Vice Mayor Paul A. Lyons, Jr. Commissioner (via conference call) Joan Orthwein Commissioner Donna S. White Commissioner Also Present & Participating: IV. Minutes Gregory Dunham Edward Nazzaro Edward Allen Rita Taylor Town Manager Asst. Town Attorney Police Chief Town Clerk A. Regular Meeting of Town Commission 1-8-21. B. Town Commission Sitting as Local Planning Agency 1-8-21. C. Special Meeting of Town Commission 1-26-21. Vice Mayor Stanley made a motion to approve the minutes of the Regular Meeting of the Town Commission on 1-8-2021, the Town Commission Sitting as Local Planning Agency on 1-8-2021 and the Special Meeting of Town Commission on 1-26-2021. Commissioner Orthwein seconded the motion with all voting AYE at roll call. V. Additions, withdrawals, deferrals, arrangement of agenda items. Town Manager Dunham stated Delray Beach Fire Chief Tomey was present and would be speaking. VI. Announcements A. Regular Meetings and Public Hearings 1. March 12, 2021 at 9:00 A.M. 2. April 9, 2021 at 9:00 A.M. 3. May 14, 2021 at 9:00 A.M. 4. June 11, 2021 at 9:00 A.M. 5. July 9, 2021 at 9:00 A.M. 6. August 13, 2021 at 9:00 A.M. VII. Communication from the Public (3 min. maximum) Delray Beach Fire Chief, Keith Tomey, officially introduced himself as the new Fire Chief as of March 2020. He stated Delray Beach was working with Dr. Alonso from the Florida Dept. of Health on getting Minutes of Town Commission Regular Meeting & Public Hearing Held February 12, 2021 @ 9:00 A.M. a closed pod for the immediate area so that residents wouldn't have to go all the way to the fairgrounds and sit in four hour lines for the vaccine. He was hoping to show the efficiency of the pod and the Fire Depts. being able to administer the vaccine in their local communities. Chief Tomey stated he would keep the Town informed on the results. VIII. Reports A. Town Manager 1. Utility Undergrounding Town Manager Dunham stated that the Commission had already approved the mediation settlement as well as AT&T with the court staying all deadlines pending the resolution with all work by AT&T to be completed in the Core area by April 30, AlA by June 1 and at the latest by June 30, 2021. He added that Wilco had completed all their work and he would be doing a walk-through with them following the commission meeting. Town Manager Dunham stated Comcast would be removing aerial lines and rec-out between April 1-15, 2021. He added that he had made FP&L aware of those dates so they could take the poles down. Commissioner Orthwein asked if FP&L had acknowledged Mr. Dunham's request to which he answered in the affirmative. 2. Bluewater Cove -Development Application Schedule Town Manager Dunham stated this application would be on the February 25, 2021 ARPB meeting. Assistant Town Attorney explained that if any of the Commissioners wanted to come in on a one-on-one basis to look at the plans, please make an appointment to do so before the next Commission Meeting. Commissioner White asked if some landscaping could be put around the backflow valve at the entrance of Place au Soleil because it was an eyesore and the residents were not happy that it hadn't been screened yet. Mayor Morgan suggested he meet with staff within the week to see what could be done sooner rather than later. 3. Close out of AlA Water Main and Minor Road & Drainage Repair Projects Town Manager Dunham stated the water main came in at $56,000 less than the budgeted price and the drainage repair in the Core came in at $68,000 less than the budgeted price. Mayor Morgan commended the Town Manager for his overseeing of these projects. 4. Update on Purchase of Check Valves for Town Outfall Structures Town Manager Dunham stated that the Commission had authorized the staff to retrofit all 14 of the check valves and they were still getting quotes as this was not a simple bid process. Town Water Supervisor, Anthony Beltran, stated he had checked with two manufacturers of the check valves and he, along with Mr. Hiscock, from Baxter & Woodman, had decided they were very similar to each other in design specification. Mr. Hiscock also suggested only needing eight in - line check valves instead of the 14 and he recommended going with the 2 Minutes of Town Commission Regular Meeting & Public Hearing Held February 12, 2021 @ 9:00 A.M. lower priced model since they were so similar. Mayor Morgan asked if the warranty was the same on both to which Mr. Hiscock thought they were but said he would double check. B. Architectural Review & Planning Board 1. Meeting Dates a. February 25, 2021 at 8:30 A.M. b. March 25, 2021 at 8:30 A.M. c. April 22, 2021 at 8:30 A.M. d. May 28, 2021 at 8:30 A.M. e. June 25, 2021 at 8:30 A.M. f. July 23, 2021 at 8:30 A.M. Mayor Morgan called attention to these dates. C. Finance Director 1. Financial Report for January 31, 2021 2. Water Usage as of 1-31-21 Town Manager Dunham stated the financials were 1/3 of the fiscal year and added that the audit for 2019-2020 was underway. D. Police Chief 1. Activity for January 2021 Chief Allen asked that the report be accepted as submitted and shared that on January 27, 2021, the night shift officers responded to a timeshare in Town that had a 72 year -old male suffering from chest pains and once they arrived at the scene he had no pulse and wasn't breathing so they started CPR and had to shock him to get him back to life. When Delray Fire arrived on the scene, they stated if our officers had not have been on the scene the man would not have survived. Chief Allen stated they put letters of commendation into the personnel files of Officer Menard and Officer Fidler, who had arrived on the scene within two minutes of being called. Mayor Morgan stated commendations were in order and accepted the report as submitted. IX. Items for Commission Action A. Baxter & Woodman, Inc.- Drainage System Evaluation Town Manager Dunham stated the proposal for this came in at $19,440 thus it was coming to the Commission for approval. Mayor Morgan stated he thought it was a reasonable quote and it had to be done. Commissioner Orthwein made a motion to approve the $19,440 for the Drainage System Evaluation. The motion was seconded by Vice Mayor Stanley with all voting AYE at roll call. Town Manager Dunham stated Town Clerk Taylor's birthday was coming up on February 18 and wanted to recommend to the Commission to memorialize this particular birthday and her service to the Town by naming the Gulf Stream Library the Rita L. Taylor Library commemorated 3 Minutes of Town Commission Regular Meeting & Public Hearing Held February 12, 2021 @ 9:00 A.M. by a plaque to be hung in the library. Mayor Morgan eloquently spoke of Town Clerk Taylor's 31 years in Gulf Stream and wholeheartedly endorsed naming the library the Rita L. Taylor Library. Commissioner Orthwein made a motion to approve naming the Gulf Stream Library the Rita L. Taylor Library. The motion was seconded by Commissioner White with all voting AYE at roll call. Town Clerk Taylor thanked everyone for their kind words and acknowledgement. B. Items by Mayor & Commissioners There were none. X. Adjournment Mayor Morgan adjourned the meeting at 9:42 A.M. Renee Basel Assistant Town Clerk 0 P4 0 W z 0 O 0 p u 4, ~ U 4J 00 Cn f1 O O ° ~ �to ~ �z o szv o o 0 14-4 cn cn o O v U 4-1 ° ° Q o ~ `. Z~ o a) o a, 14-4 4-1 1. aO'P" a, j Off' ... 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F" •'. m O O" 0 N 0 x V v O O v O U��UH cq Ra k m � t � § � Q § .§ � u � § 0 U C o � m 2 � � 2 � o � { q � R ■ % .. \ 14-4 ® / ° � / L ® .§ CN w § � cq 2 v F k U � / U m Town of Gulf Stream Development Review Applications ".1 .. * fi; For Bluewater Cove Comprehensive Plan Amendment • Rezoning • Concurrency Certification Prepared by: Covelli Design Associates, Inc. Rustem Kupi Architect P.A. EnviroDesign Associates, Inc. O'Brien Suiter & O'Brien, Inc. Kimley-Horn & Associates, Inc. Resubmitted March 3, 2021 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS i i Telephone (561)276-5116 SCOTT W. MORGAN, Ma,,or i7' Fax THOMAS M. STANLEY, Vice -Mayor (56t>737-018R PAUL A. LYONS, JR. JOAN K. ORTHWEIN Town Manager DONNA S. WHITE \�_-� GREGORY L. DUNHAM Town Clerk RITA L. T.AYLOR The proposed land swap between the Gulf Stream Golf Club and Florida Inland Navigational District (FIND) and the proposed development program for 14 single family lots on 7.64 acres along the east side of Federal Highway, north of Place Au Soleil, will require five (5) concurrent development applications with the Town. The following development review applications would apply: 1. Comprehensive Plan/Future Land Use Map amendment 2. Rezoning/Land Development Regulation amendment 3. Subdivision 4. Concurrency 5. Level 3 Site Plan Approval General application items The required development applications will require the following general application items: 1. As the applications affect two properties, owner authorization will be required from both property owners. Signatures from an officer designated to sign on behalf of each land owner will been required for the Comprehensive Plan Amendment and Rezoning applications. Signatures from a Golf Club officer are also required for the Subdivision, Concurrency and Level 3 Site Plan applications. 2. Warranty deeds of each property should be provided along with a copy of the land swap contract. 3. An aerial map of the site with the appropriate zoning and future land use information for the site and surrounding properties identified should also be provided. 4. All plans and documents by landscape architects, surveyors, engineers and architects should be signed and sealed. 5. Surveys of both parcels, conducted within the past year, shall be provided. Comprehensive Plan Amendment In order for the Town staff to review and make a recommendation on the requested change, the Applicant should provide the following information for review: 1. Justification for the proposed land use change request to the Single Family future land use designation; 2. Provide evidence of compatibility of proposed land use with surrounding and adjacent land uses; Provide evidence of consistency with the Town's Comprehensive Plan goals, objectives and policies; and, ��C,�Iv , �®1 100 SFA ROADBAR , GuLF� STREAM, FLORIDA 33483 3 rOwn OfGulfsfrea m, F( 4. Provide a Comprehensive Plan Level of Service analysis, on how the proposed land use designation will impact facilities and services, such as Sanitary Sewer, Potable Water, Stormwater Management, Solid Waste, Parks and Recreation, Police and Fire Services and the Roadway System. The analysis should assume the maximum density of the proposed land use. 5. It is recommended that the Applicant review the Town's Comprehensive Plan to determine if any text amendments are needed to accomplish the proposed development plan. Rezoning In order for the Town staff to review and make a recommendation on the requested change, the Applicant should provide the following information for review: 1. Justification for the proposed zoning map change request; 2. Provide evidence of compatibility of proposed zoning change with surrounding and adjacent land uses and zoning districts; 3. Provide evidence of consistency with the Town's Comprehensive Plan goals, objectives and policies and Land Development Regulations; and, 4. Provide a Level of Service analysis, on how the proposed zoning district will impact facilities and services, such as Sanitary Sewer, Potable Water, Stormwater Management, Solid Waste, Parks and Recreation, Police and Fire Services and the Roadway System. The analysis should assume the maximum density of the proposed zoning district. Subdivision Re -Plat Process In order for the Town staff to review and make a recommendation on the proposed subdivision, the Applicant should provide the following information for review: 1. Plat Plan, compliant with Section 177 of Florida State Statutes, indicating the proposed subdivision. The plat plan should indicate all existing and future easements, restrictions and common -owned property, if any. 2. A written narrative describing the request and indicate how the following services will be provided to the site: a. Potable water; b. Sanitary sewer; c. Drainage; d. Access/Traffic Circulation; e. Solid Waste disposal. Concurrence Certification In order for the Town staff to review and make a recommendation on the requested concurrency certification, the Applicant should provide the following information for review: 1. A traffic impact statement, prepared by a traffic engineer, indicating how the proposed increase in the number of dwelling units on the site will comply with the Town's Level of Service standard as described within the Town's Comprehensive Plan and the applicable ► REDEIVED q MAR - 3 2021 Town of Guif Stream r=i traffic circulation standards in Chapter 44 of the Code of Ordinances. The applicant will also provide to the Town a copy of Concurrency Certification from Palm Beach County Department of Engineering. This impact statement should include an analysis of the proposed access through the Place Au Soled entry. 2. Provide a statement from a qualified professional regarding the provision of sanitary sewer service for the proposed subdivision. The plan for sanitary sewer service shall comply with the Town's Comprehensive Plan and Section 44-102 of the Code of Ordinances. 3. Provide a statement from the City of Delray Beach that potable water service can be provided for the additional dwelling units proposed. Also, the applicant should provide a statement on how the proposed subdivision would comply with the Town's Comprehensive Plan and Section 44-59 of the Code of Ordinances. 4. Provide a statement from a registered civil engineer addressing how stormwater drainage will be addressed on site. The statement should include how the subdivision's stormwater drainage plan will comply with the Level of Service standard as described in the Town's Comprehensive Plan and Code of Ordinances, 5. Provide a statement on how solid waste will be collected and disposed for the subdivision's homes. Provide a copy of the annual capacity letter from the Solid Waste Authority of Palm Beach County. 6. Provide a statement addressing how the additional dwelling units within the proposed subdivision addresses the Recreation and Open Space Level of Service found in the Town's Comprehensive Plan. Level 3 Site Plan Review Consistent with Section 66-144 of the Town Code, the Applicant will need to address each of the applicable standards for a Level 3 Site Plan review. In addition, the Applicant should provide the following information for review. Consistent with Town Code, a Site Plan depicting the entire site. 2. Landscape Plan indicating compliance with Sections 66-396 through 66-402, 70-146 and Section 66-144(b) of the Code of Ordinances. The Landscape Plan shall indicate all existing and proposed landscaping including the location of landscape buffers or screening walls along roadways, with landscape plans for entrance features, subdivision streets, buffers and common areas. Landscape Plans shall include safe sight triangles. 3. Preliminary Drainage and Utilities Plans indicating proposed easements, structures, retention areas, etc. This should include a cross-section of the proposed street. 4. Any entry feature and signage for the project? Timetable All of the five proposed development applications can be processed concurrently. The following is an estimated timeline for the review and consideration of approval of the subject applications. C Applications deemed complete and has been reviewed by Town staff; Jh�-- RECIC © Public Notice 10 days prior to the ARPB meeting; E® MAR -3 2021 Town Of Gulf Strearn, ulfStream, Ft " A R P B m e e t i n g / P u b l i c H e a r i n g s F o u r t h W e d n e s d a y o f t h e m o n t h ; " P u b l i c N o t i c e 1 4 d a y s f o r T o w n C o m m i s s i o n F i r s t R e a d i n g / P u b l i c H e a r i n g " T o w n C o m m i s s i o n F i r s t R e a d i n g / P u b l i c H e a r i n g S e c o n d F r i d a y o f t h e m o n t h ; " W i t h i n 1 0 w o r k i n g d a y s o f a p o s i t i v e f i r s t r e a d i n g v o t e , t h e T o w n s h a l l s e n d t h e C o m p r e h e n s i v e P l a n a m e n d m e n t r e q u e s t t o S t a t e D e p a r t m e n t o f E c o n o m i c O p p o r t u n i t y , o t h e r s t a t e a g e n c i e s , T r e a s u r e C o a s t R e g i o n a l P l a n n i n g C o u n c i l , P a l m B e a c h C o u n t y I n t e r g o v e r n m e n t a l P l a n A m e n d m e n t R e v i e w C o m m i t t e e a n d a d j a c e n t m u n i c i p a l i t i e s w i t h i n a m i l e o f t h e s i t e ; " S t a t e D E O a n d o t h e r a g e n c i e s h a v e 3 0 d a y s t o p r o v i d e t h e i r c o m m e n t s t o t h e T o w n ; " A f t e r r e c e i v i n g c o m m e n t s , t h e T o w n h a s 1 8 0 d a y s t o h o l d t h e S e c o n d R e a d i n g P u b l i c H e a r i n g o n t h e a p p l i c a t i o n s ; " P u b l i c N o t i c e 1 5 d a y s a n d f i v e ( 5 ) d a y s p r i o r t o t h e T o w n C o m m i s s i o n S e c o n d R e a d i n g / P u b l i c H e a r i n g . I n i t i a l Q u e s t i o n s / C o m m e n t s W i t h o u t t h e i n f o r m a t i o n r e q u e s t e d a b o v e , a f u l l r e v i e w o f t h e p r o p o s e d d e v e l o p m e n t c a n n o t b e m a d e . H o w e v e r , b a s e d o n t h e p r e l i m i n a r y d o c u m e n t s : 1 . A r e t h e r e a n y r e t e n t i o n / d e t e n t i o n a r e a s p l a n n e d f o r t h e n e i g h b o r h o o d ? 2 . H o w w i l l t h e d e v e l o p m e n t o f t h i s s i t e i m p a c t t h e p r o v i s i o n o f w a t e r t o t h e G o l f C l u b ? 3 . A r e t h e e x i s t i n g p u m p h o u s e a n d t a n k s p r o p o s e d t o r e m a i n i n t h e i r c u r r e n t l o c a t i o n s ? 4 . T h e r e i s c o n c e r n w i t h t h e i m p a c t s t h e p r o p o s e d e n t r a n c e w i l l h a v e w i t h t h e f u n c t i o n o f t h e P l a c e A u S o l e i l e n t r a n c e . I s t h e r e a n e a s e m e n t t o a l l o w s u c h a c c e s s f r o m P l a c e A u S o l e i l ? H o w w i l l t h e a d d i t i o n a l t r a f f i c i m p a c t t h e f u n c t i o n o f t h e P l a c e A u S o l e i l e n t r a n c e ? 5 . T h e w e s t e r n p o r t i o n o f t h e s i t e i s h e a v i l y v e g e t a t e d . A r e t h e r e a n y o f t h e l a r g e r t r e e s t h e r e p r o p o s e d f o r p r e s e r v a t i o n ? 6 . A r e a n y p e d e s t r i a n s i d e w a l k s p r o p o s e d t o c o n n e c t t h e p r o p o s e d n e i g h b o r h o o d t o F e d e r a l H i g h w a y ? 7 . A l a n d s c a p e i s l a n d a t t h e c e n t e r o f t h e c u l - d e - s a c w o u l d h e l p b r e a k u p t h e l o n g e x p a n s e o f a s p h a l t . �% R ' e C ' e / V E D 1 M q R ` 3 2 0 2 1 T o w n O f G u l f S t r �� a m F ( Table of Contents PART ONE — GENERAL APPLICATION ITEMS........ A. Applicant.......................................................... B. Owners............................................................ C. Designated Agent ............................................ D. Project Consultants ......................................... E. Property Surveys ............................................. F. Legal Descriptions ............................................ List of Exhibits Page ...........................................................................1.1 ............................................................... I.................. 1.1 .................................................................................. 1.1 .................................................................................. 1.1 .................................................................................. 1.2 .................................................................................. 1.2 .................................................................................. 1.3 Exhibit 1-A — Gulf Stream Golf Club Property Deed Exhibit 1-B — Gulf Stream Golf Club Owner's Consent and Designation of Agency forms Exhibit 1-C— F.I.N.D. Property Deeds Exhibit 1-D — F.I.N.D. Owner's Consent and Designation of Agency form Exhibit 1-E — Property Survey Exhibit 1-F— Bluewater Cove development — Overall Parcel 2 Sketch/Legal Description Exhibit 1-G — Bluewater Cove development - Gulf Stream Golf Club Parcel2-A Property Sketch/Legal Description Exhibit 1-H — Bluewater Cove development - F.I.N. D. Parcel 2-B Property Sketch/Legal Description Exhibit 1-I — Future F.I. N.D. Parcel - Gulf Stream Golf Club Parcel 1-A Property Sketch/Legal Description PART TWO — COMPREHENSIVE PLAN AMENDMENT.........................................................................2.1 A. Description and Justification for the Amendment.............................................................................. 2.1 B. Compatibility with Surrounding Properties......................................................................................... 2.4 C. Consistency with the Goals, Objectives and Policies of the Comprehensive Plan .............................. 2.5 D. Level of Service Analysis of Public Facilities and Services................................................................... 2.7 List of Exhibits Exhibit 2-A — Current Parcel Ownership Exhibit 2-B — Proposed Parcel Ownership Exhibit 2-C — Current Future Land Use Map Exhibit 2-D — Proposed Future Land Use Map Exhibit 2-E — Bluewater Cove Site Plan Exhibit 2-F — Boynton Beach Future Land Use Map PART THREE — REZONING & TEXT AMENDMENT TO THE GULF STREAM DESIGN MANUAL.................3.1 A. Description and Justification for the Rezoning................................................................................... 3.1 B. Compatibility with Surrounding Properties......................................................................................... 3.1 C. Consistency with the Goals, Objectives and Policies of the Comprehensive Plan and LDRs .............. 3.2 D. Level of Service Analysis of Public Facilities and Services................................................................... 3.2 E. Text Amendment................................................................................................................................. 3.2 List of Exhibits Exhibit 3-A — Current Zoning Map Exhibit 3-B — Proposed Zoning Map Exhibit 3-C—Architect's Site Plan Consistency with Town Code Letter MAR , 31d? r°wn Of Gulf", 1 yam FL Table of Contents PART FOUR — CONCURRENCY CERTIFICATION ........................................ A. Analysis of Impacts on Public Facilities and Services ............................ 1. Potable Water.................................................................................. 2. Sanitary sewer.................................................................................. 3. Storm Water Management.............................................................. 4. Solid Waste...................................................................................... 5. Parks and Recreation....................................................................... 6. Traffic Circulation............................................................................. 7. Mass Transit..................................................................................... 8. Public Schools.................................................................................. 9. Fire Protection Services................................................................... 10. Police Protection Services ................................. List of Exhibits Exhibit 4-A — Engineer's Certification Letter Exhibit 4-B — City of Delray Beach Utility Confirmation Letter Exhibit 4-C— Solid Waste Authority 2020 Annual Capacity Letter Exhibit 4-D — City of Delray Beach Fire Protection Confirmation Letter Exhibit 4-E—Town of Gulf Stream Police Protection Confirmation Letter Page .......................................... 4.1 ............................................. 4.1 ............................................. 4.1 ............................................. 4.2 ............................................. 4.2 ............................................. 4.3 ............................................. 4.4 ............................................. 4.4 ............................................. 4.5 ............................................. 4.5 ............................................. 4.6 ............................................. 4.6 • /?cce/V �D. AfAR — 3 2021 Town Of Gulf "ream, F( Bluewater Cove Development Review Application Page 1.1 PART ONE GENERAL APPLICATION ITEMS A. The Applicant for the three applications included in this document is Ironwood Development, Inc. The contact information for the applicant is given below: Ironwood Development, Inc. Cary Glickstein 1118 Waterway Lane Delray Beach Florida 33483 (561) 441-(?,27_22. Applicant's/ igr ature 1�_. B1. The first parcel of the subject property is a part of Tract 5, highlighted in the deed, recorded in Deed Book 440, Page 310 on March 7, 1929. The deed is attached as Exhibit 1-A. The contact information for the owner of this parcel is given below. For the purposes of this application, separate notarized Owner's Consent and Designation of Agency forms have been provided for the north and south portions of the property. They are attached as Exhibit 1-B. Gulf Stream Golf Club 2401 N. Ocean Boulevard Delray Beach, Florida 33483-7355 (561) 279-8952 B2. The second parcel is comprised of two parts, recorded in Deed Book 597, Page 134 on December 27, 1939 and Deed Book 633, Page 154 on July 7, 1941. These deeds are attached as Exhibit 1-C. The contact information for the owner of this parcel is given below and a notarized Owner's Consent and Designation of Agency form is attached as Exhibit 1-D. Florida Inland Navigation District (F.I.N.D.) 1314 Marchinski Road Jupiter, Florida 33477-9498 (561) 627-3386 C. The Designated Agent for this project is Cary Glickstein. The contact information for the Agent is given below and notarized Owner's Consent and Designation of Agency forms executed by each of the two Property Owners are attached as Exhibits 1-B & 1-D. Cary Glickstein Ironwood Development, Inc. 1118 Waterway Lane Delray Beach Florida 33483 cg@ironwoodproperties.com (561) 279-8952 Agent's Signature •� QED � MAR - 3 2021 TOWS Of Gulf Stream FL Bluewater Cove Development Review Application Page 1.2 D1. Planning Consultant Michael J. Covelli, ASLA/AICP Covelli Design Associates 7050 W. Palmetto Park Road Suite 15-274 Boca Raton, Florida 33433 mike@covellidesign.com (561) 910-0330 EX 101 D2. Architect Rustem Kupi, AIA Rustem Kupi, Architect 1045 E. Atlantic Avenue, Suite 303 Delray Beach, Florida 33483 kvaoffice@aol.com (561) 272-9595 D3. Civil Engineer Joe Pike, P.E. EnviroDesign Associates, Inc. 298 NE 2nd Ave Delray Beach, FL 33444 jpike@envdesign.com (561) 274-6500 EX 105 D4. Surveyor Paul Engle O'Brien Suiter & O'Brien, Inc. 955 NW 17th Ave, Delray Beach, FL 33445 pengle@osobrien.com (561) 276-4501 D5. Traffic Engineer Christopher W. Heggen, P.E. Kimley-Horn & Associates, Inc. 1920 Wekiva Way, Suite 200 West Palm Beach, FL 33411 Chris.Heggen@kimley-horn.com (561) 840-0248 E. Current signed and sealed surveys of the reconfigured F.I.N.D. property (Parcel 1) and the proposed Bluewater Cove development (Parcel 2) are attached as Exhibit 1-E, Pages 1 & 2. ® RECEIVED q MAR - 3 2021 Town of Guff Stream, FL Bluewater Cove Development Review Application Page 1.3 F. Legal Descriptions 1. A sketch/legal description for the overall proposed Bluewater Cove development parcel (parcel 2) is attached as Exhibit 1-F. The legal description for the property is as follows: THAT PORTION OF THE NORTHEAST QUARTER (N.E.1/4) OF SECTION 4 TOWNSHIP 46 SOUTH RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA DESCRIBED AS FOLLOWS: BEGINNING ATTHE INTERSECTION OFTHE EAST RIGHTOF WAY LINE OF STATE ROAD NO.5 (NORTH FEDERAL HIGHWAY) AND THE SOUTH LINE OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE N.89°14'58"E., ALONG SAID SOUTH LINE, A DISTANCE OF 1,229.48 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF THE INTRACOASTAL WATERWAY AS SHOWN ON PLAT BOOK 17 PAGE 14 -A PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE N.11°10'38"E., ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 280.05 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE S 89°14'S8"W ALONG SAID PARALLEL LINE, A DISTANCE OF 1,200.78 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD NO. 5 (NORTH FEDERAL HIGHWAY); THENCE S.16°47'04"W ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 287.35 FEET TO THE POINT OF BEGINNING. CONTAINING 332,946 SQUARE FEET OR 7.6434 ACRES MORE OR LESS. 2. A sketch/legal description for the south portion of the subject property owned by Gulf Steam Golf Club (parcel 2-A) is attached as Exhibit 1-G. The Future Land Use designation of this parcel is being amended from REC (Recreation) to SF (Single Family), and the parcel is being rezoned from OR (Outdoor Recreational District) to RS-P (Residential Single Family — Place Au Soleil). This parcel will be part of the Bluewater Cove Development. The legal description of the parcel is as follows: THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY FLORIDA LYING EAST OF THE EAST RIGHT OF WAY LINE OF STATE ROAD 5, AS SAID EAST RIGHT OF WAY LINE IS SHOWN INROAD PLAT BOOK 2 PAGES 157-165, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY FLORIDA DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4 AND THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD 5: THENCE N.89°14'58"E., ALONG SAID SOUTH LINE A DISTANCE OF 601.16 FEET TO A POINT ON THE EAST LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE N.2°05'25"W ALONG SAID EAST LINE A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER KEAN OF SAID SECTION 4; THENCE 5.89°14'58"W., ALONG SAID PARALLEL LINE A DISTANCE OF 508.18 FEETTO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD 5; THENCE 5.16°47'04"W., ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 287.35 FEETTO THE POINT OF BEGINNING CONTAINING 151,979 SQUARE FEET OR 3.4890 ACRES MORE OR LESS. 3. A sketch/legal description for the portion of the subject property owned by the Florida Inland Navigation District (parcel 2-13) is attached as Exhibit 1-H. The Future Land Use designation of this parcel is being amended from P (Public Facility) to SF (Single Family) and the parcel is being rezoned from P (Public Facilities District) to RS-P (Residential Single Family — Place Au Soleil). Ownership of this parcel will be transferred from F.I.N.D. to Gulf Stream Golf Club as part of a land swap. The parcel will be part of the Bluewater Cove Development. The legal description of the parcel is as follows: ® RECEIV1=® MAR - 3 2021 Town of Gulf Stream, FL Bluewater Cove Development Review Application Page 1.4 THAT PORTION OFTHE SOUTHEAST QUARTER (S.E.1/4) OFTHE NORTHEAST QUARTER (N E 1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY FLORIDA DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER MEAN 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE N.2°05'25"W., ALONG THE WEST LINE OF THE SOUTHEAST QUARTER (S.E.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4 A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHEAST QUARTER (S.E.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE N 89°14'58"E ALONG SAID PARALLEL LINE A DISTANCE OF 692.60 FEET TO A POINT ON THE WEST RIGHT OF WAY OF THE INTRACOASTAL WATERWAY AS SHOWN ON PLAT BOOK 17 PAGE 14-A PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S.11°10'38"W., ALONG SAID WEST RIGHT OF WAY LINE A DISTANCE OF 280.05 FEETTO A POINTON THE SOUTH LINE OFTHE SOUTHEAST QUARTER (S E 1/4) OFTHE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE S.89°14'58"W., ALONG SAID SOUTH LINE A DISTANCE OF 628.32 FEETTO THE POINT OF BEGINNING. CONTAINING 180,967 SQUARE FEET OR 4.1544 ACRES MORE OR LESS. 4. A sketch/legal description for the north portion of the property owned by Gulf Steam Golf Club (parcel 1-A) is attached as Exhibit 1-I. The Future Land Use designation of this parcel is being amended from REC (Recreation) to P (Public Utilities), and the parcel is being rezoned from OR (Outdoor Recreational District) to P (Public Utilities). Ownership of this parcel will be transferred from Gulf Steam Golf Club to F.I.N.D. as part of a land swap. The legal description of the parcel is as follows: THAT PORTION OF THE SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY FLORIDA DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE N.2°05'25"W., ALONG THE EAST LINE OF THE SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4 A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE CONTINUE N.2°05'25"W., ALONG THE EAST LINE OF THE SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4, A DISTANCE OF 412.85 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S.W 1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SAID SECTION 4; THENCE S.89°15'08"W., ALONG SAID NORTH LINE A DISTANCE OF 367.85 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF STATE ROAD 5 (NORTH FEDERAL HIGHWAY) AS SHOWN ON ROAD PLAT BOOK 2, PAGES 157 THROUGH 165, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY FLORIDA; THENCE S.16°47'04"W., ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 433.66 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE N W14'58"E A DISTANCE OF 508.18 FEET TO THE POINT OF BEGINNING. CONTAINING 181,119 SQUARE FEET OR 4.1579 ACRES MORE OR LESS. ® R'ec'e IV r°wn Of Gil lfstr°am Fl 310 Exhibit 1-A M. separately and apart from her said husband, Aid ookaowledm that she executed the foregolog I need for the ae or relinquishing. alienating purpose Qit ins cad aonveyit:g all her r1ghL, title and iat&rsal whather of dower, balsatead or of separate property, statutory or equitable in and to the Lande described therein, cad that she exeouted said Dead freely and voluntarily and without any oampulelon, ooastraint, apprehenaiogbr fear or or from bar gold husband. IN AI2=8 UlMi, I barsuato set q hand WA effi=iMLl. +eel thin i'wanty-sevsath day of Deawaber, 1929. (H.P.Smi) Piled February 21dth, 1222. at 9:45 A.M. Recorded Merck dth, 2989, in Deed look 440, at page 309. '.J 1A.j f '� < : -> eIMM an=XT a ar. 2.0 . s. Carl C. Pasch io " Public Notary Public as&M 0onnty. N. D. W aoamiseian expires Nash 10, 1934. IM IMOrMn, Haft this 84th day or February. *. D. lea9, BXMM GW @TRW RMTY 0WANY, a PlArida corporation, party of the first part. and mw m7mW (kola cues, a aosparatim not for profit crganisad and azigting tmdsr the laws of the State of Florida, party of the second part. i R I S N 9 3$ 1 T H; That the said party of the first pert, for and in consideration of the mm of Ten (0 0.00) Dollars. and other valuable considerations, to it in hand paid by the said party of the seeaad part. the reosipt whereof is hereby acknowledged, ties granted, bargained and Mold to the Maid perty of the second part, its guesenrorg end assigns forever, the following described land, situate, lsiag and being in the County of Pain Batch and State of Plarida, zMa t. She South Two sores of the * of the s* of the STa of the HE} of Section 5, Township 46 South of age Oa Nast. The Sff} of the Mq of the NV3 of Section 4. township 46 amth of Range 43 USt. The N* of the k* of the HE* of the Mt of :eaetIon 4, Tolmahip 46 South of Range 43 � Rest, 2AU 4. The M of the Ut of the NV} of Section 4, Townahip 4! South of Range 43 Meet. Vogt of the sight -or -way of the Florida Us% Coast Railway as um constructed across Said Section 4. Subject to right of way of county Road, as now constructed aerogs said Section 4. Zc5. '!tie S} of the Sy} of the N* of .s._ i. i. 48 South of Range 48 Vast lying Bant of the right or way of the Florida last Coact Rails;,y, as now constructed across said 860tian 4, Subject howevwr, to the easements of the Main% Public highways as now laid out and coastwuete6 eexOea acid 80etion A, the name being the old Dizis Highway and the new Federal Highway, or State Road No. 4. 2AUb. The Beat three -fourth& of the M* of 8061101ft 4, 296mahip 46 South of Range 46 Last, e new canstrust@d across amid Stotian4. 2Ai 7. All of Govarcrosnt Let 3, in Stoticn 3, lesmAhip 46 South of Rmada 43 Nast lying test of the Ocean Sculesird, as nor constructed serves said Station 3. Me? a the South 1340 feet of Dover giant Let 3 in 540tion 3, Toaiahly " South of Range 43 Nast, lying east of the Caeca Boulevard as nos constructed morass said SectlDa S, together Biter all littoral and riparian rights tpereunto beloaa_ing. TRACT 9• no North alo feet of GQwdr=3nt Let 1, Station 100 Township 44 South of Range 43 Best ')I Nast of the Oceah Boulevard, as nos constructed across said Section 10. togltber with r pT -arfen rights thereunto belonging. ZiaIA. ?be South 15 foot of Lot 7, Blotk D. of the Palm Beach Short Acres Plat on file in plaf Bock 7, page 38, Palm Beach Cwnty, public records, teeethar With all littoral sad riparian rights tharouato belonging. Ail of Gavernaaut Lot 1 of Station 10. Twraship " South of Range 43 Met. lying West of the Ocean Boulevard, an now constructed across said Station 10. �i- The Jr of the X* of Sectim 9, Township 4e South of Range 43 last, leas the present Zal rIgtit-oi-ray of the Florida Coast Lin@ Canal 8 Tranapartaticn Cocipany's canal, as now atsuatad and laid out across/ said Section 9; also less that portion of the N} of the Mit Of salt Seatica 9, laid out and Platted as a Colt Coarse Additiem, oo per plat of said Gait COUP" Addition �.2 film in Plat Book 10. page 75, Palm Beach Cotmty, Florida, public records. zMa 13. Tye 0 of the N* of Seotlou 0, T4wnahip 45 south of Range 43 last, lying smut of the prssen= c^' rl_"t-of of the FlOride Coest Line canal & Trmsportatioe comuan7+s canal at :^B laid out and constructed across said Seatian 9, the same being Lot 0 of the subdivision Of Section 9, TOWShiP " Jouth of Range 43 Us%, as shown by a pltt of Said subdivision am ilia In Plat Book D. page 45. original Dade County, Florida, public Records. Mda 14 x All tf '' . L' and the Tor= oo.M foot of Act RA of Pala Beach Shore Acres plat, said plat on file in Plat Book 7, page 38. Pala Beach County. Florida. public records. And the said party of the M- st past does hereby fully warrant the title to said land, aga Will defend the ewe against the lawful olaisa of all persona ►h®soever_ IN NITS WRIMF, the said party of the first part has caused these presents to be sigh- ed in its Dens by its Proper officers, and its corporate seal to be affixed, attested by its Secretary, the day and year above Britten. Slated, sealed and delivered ) WU STRS* REALTY cOITANY in toe presence of us: By WilliKm G. Warden L. C. kolb )(Corp.s a1) President. H. S. Kirk )j� Attest; llWard 8hearooh Secretary. sun cr theist )1 CGC2TY OF PAIR BNACH ) I EMMY CIRTITY, That an this 87 day Of February, A. D. 1999. before re personally appeszod W1111aa 8. Warden and Rdverd Shsarsan, President and ft6retary. respectively of A0'LW NEW REALTY MWANT, a corporation tinder the lawn Of the Mats of Florida, to me know to be chi parsons The signed the foregoing instrument as such officers, and savarally malmslodsod the steautlon thereof to be their rry tat and deed as such officers for the uses and purposes therein mentioned; and that they-atfimsd thereto the official seal of Mid oorporstlon, and that the said instrument is the act and dead of said corporation, n1=8 My signature and official seal at psis Beach in the County of Pala 9*101L sad State of Florida, the day and yeas last aforesaid. B. C.Tsed. (N.P.seal) Notary Public. $testa of Florida at Lards. Ny ecuaiasitm expires Jae. 0, 1932. Filed !larch dth. 1922. at 1005 A.M. lowrded Marsh 7th. 1949. in Deed Boos 440, at page 310. :vrw C= CnW= 00". r BY` P thi i "r. r. , D.C. ■SSId== Ztl TRMT. WRUS, orytha elghtaenth day of Sovenber, A. D. 1910 32a= U. BRELSIMa, also knOM at E, 2. BRMSPORD, of PWM Beach County, Florida, named in his eart.a14 Deed of Trust or that data, the underolgaed, COIiNELIM C. ROSE, e41PWSTER, and conveyed to the underelgord, in trust, thnae certala lands lyiaL; _ad being is the County of Pala Baach, sta.e of noride, more particularly described as follow: i Tract of Land situated in Cow Mmut Apt 2, section 85 and In Gowen —at Lot 1, Section 84, all in Township " South, hinge 43 goat, desoribed ae follows: B691=ing at a pain: on atlantic 0easn, shah point in IWO feet South of South ling Of Pala Beach estatee,as ,er plat recorded in Plat ➢oak 8, page 3, public reco;da of ps14 Beach County, f10ffi Shin point run Seat. V4 Waters of Iaia Worth; thence min southerly accodering testers of leks "arth 1907.06 feet, more or loss, to Borth lLuo of right of tray of road rowing fmn lake worth Bridge to Atlantic Ocean; thence run sleet on North line or aald road nigh; of way to voters of atlantic Ocean; thence Northerly Wandering Voters of ♦tlantia ocean 1907.06 feat, r am," or lase no a point of beglanine, together with all littore,l and riparian rl2hta pertaining t>-'M- t?, eaGept to en eaaeaent In the public to that pert of the lebd known as Ocean Boulevard. Al-D XHIMZAQ, the tiadersigwd, Cornelius C. Hose, has resigned as Trustee under the said Med of Tract; and WHHR3aB, First Rational Sank in Pain Beach, Florida, a heaki*S oorporaZion ender the i laws Of the United States, pursuant to authority contained In the said Deed of Trust, has du.y appointed XDGiA 11. 3inPhT181 `., or prig Beach Counts, Florida. to be Suveassor Truatee to the under cigaed, Cornelius C. close, for the p.d"paae■ find objects act forth in the said dead of Trust, am MMRELS the said Deed of Trust was filed for record in Palm beach County, Florida, on Ntrvember 80, 1927, and has been recorded in Deed look 428, page 37, Pala Beach County re0ards and i WCERELS, it is the purpose aaa intent of the undersigned. Cornelius C. Bose, to assign the said Deed of Trust to the said i Edger P. l±ttenheia, as Svooaacor Trustee, in order that he oar hgq full and complete right and authority to carry out, as Trustee, the provisions of the sold Trust Deed; N09, TE=O", for and in Ooacideretion of the premises, an46f the sun of One Dollar and other valuable consideration to hU paid, the receipt whereof is harsby acknowledged, the under- Exhibit 1-B, Page 1 OWNER'S CONSENT AND DESIGNATION OF AGENCY Gulf Stream Golf Club, Inc., the fee simple owner of the following described property: THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST PALM BEACH COUNTY FLORIDA LYING EAST OF THE EAST RIGHT OF WAY LINE OF STATE ROAD 5 AS SAID EAST RIGHT OF WAY LINE IS SHOWN IN ROAD PLAT BOOK 2 PAGES 157-165 INCLUSIVE OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4 AND THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD 5• THENCE N.89°14'58"E., ALONG SAID SOUTH LINE, A DISTANCE OF 601.16 FEET TO A POINT ON THE EAST LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE N.2°05'25"W ALONG SAID EAST LINE A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (S.W.1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4; THENCE S.89'14'58"W., ALONG SAID PARALLEL LINE A DISTANCE OF 508.18 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD 5• THENCE S.16'47'04"W., ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 287.35 FEET TO THE POINT OF BEGINNING. CONTAINING 151,979 SQUARE FEET OR 3.4890 ACRES MORE OR LESS. does hereby petition to the Town of Gulf Stream for Comprehensive Plan Amendment, Rezoning, Concurrency, Level 3 Site Plan and Subdivision Approval for Water View Lane and affirms that Cary Glickstein is hereby designated to act as agent on my behalf to accomplish these approvals. I certify that I have examined the application and that all statements and diagrams submitted are true and accurate to the best of my knowledge. OWNER: GULF STREAM GOLF CLUB, INC., a Florida not- pr-profit corporation By: Name: f"i.l�/N Title: il�L.0 0 14,4 The foregoing instrument was acknowledged before me this �, day of JJL-.Y 2020 by, who is personally known to me or has produced (type of identification) as identification and who did take an oath. '�L (Printed Name of Notary Public) f(Signatu e/of Notary Public) Commission # 1" F" �9--X2 , My Commission Expires (NOTARY'S SEAL) os CINDY E. TOMLINSON 'a, �= Notary Public - State of Florida = Commission # FF 999826 g�z' My Comm. Expires Aug 17, 2020 Bonded through National Notary Assn. (C it To MqR ,3 0 � Exhibit 1-B, Page 2 OWNER'S CONSENT AND DESIGNATION OF AGENCY Gulf Stream Golf Club Inc. the fee simple owner of the following described property: THAT PORTION OF THE SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SECTION 4 T__OWNSHiP 46 SOUTH RANGE 43 EAST PALM BEACH COUNTY FLORIDA DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER S.W.1 4 OF THE NORTHEAST QUARTER N.E.1 4 OF SAID SECTION 4: THENCE N.2"05'25"W., ALONG THE EAST LINE OF THE SOUTHWEST QUARTER 5.W.1 4 F THE NORTHEAST QUARTER N.E.1 4 OF SAID SECTION 4 A DISTANCE OF 274.07 FEETTO A POINT ON A LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SAID SECTION 4 THENCE CONTINUE N.2*05'25"W., ALONG THE EAST LINE OF THE SOUTHWEST QUARTER S.W.1 4 OF THE NORTHEAST QUARTER N.E.1 4 OF SAID SECTION 4 A DISTANCE OF 412.85 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF S.1 2 OF THE SOUTHWEST QUARTER S.W.1 4 OF THE NORTHEAST QUARTER N.E.1 4 Of SAID SECTION 4• THENCE S.89"15'08"W., ALONG SAID NORTH LINE A DISTANCE OF 367.85 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF STATE ROAD 5 NORTH FEDERAL HIGHWAY AS SHOWN ON ROAD PLAT BOOK 2 PAGES 157 THROUGH 165 INCLUSIVE PUBLIC RECORDS OF PALM BEACH COUNTY FLORIDA; THENCE S.16°47'04"W., ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 433.66 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHWEST QUARTER (S W 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE N.89`14'58"E., A DISTANCE OF 508.18 FEET TO THE POINTOF BEGINNING. CONTAINING 181,119 SQUARE FEET OR 4.1579 ACRES MORE OR LESS does hereby petition to the Town of Gulf Stream for Comprehensive Plan Amendment Rezoning,, and Concurrency Certification for this property and affirms that Cary Glickstein is hereby designated to act as agent on my behalf to accomplish these approvals. I certify that I have examined the application and that all statements and diagrams submitted are true and accurate to the best of my knowledge. OWNER: GULF STREAM GOLF CLUB, INC., a Florida not4pr-profit corporation By: Name: /1V Title: l Gu uS A1.4 The foregoing instrument was acknowledged before me this �day of 2020 by, who is personally known to me or has produced (type of identification) as identificationand d who did take an oath. (Printed Name of Notary Public) 1(/ (Signatu e f Notary Public) Commission # y 9Q OG�a�Q , My Commission Expires Ak (NOTARY'S SEAL) CINDY E. TOMLINSON Notary Public . State of Florida - Commission # FF 999826 My Comm. Expires Aug 17, 2020 0 �3 Bonded through National Notary Assn. N �701G, /f i F L0RInA DEED 5Jl PAMI84 Exhibit 1-C WAR.R& IN D_MM ;':i►S I:.'DI.: 4R, ::ade t:.e 20t.z day oi' December .+. D. 19 39 , between LD.dU:: T. (tile sole surviving, unre- sirned and now active and aet.rr- :lrector of .+ertanna :arms, Inc., a dissolved ilorida oorporation) as Trustee fur the property of :ierL�,-ina Far;s, Inc., a ''lnr ir, eorr.or:•t.on, dissolved under and by virtue of Chanter !WjFC, Lyvrs of :'lorlua, nets of 1935, party of t::e first Tart, and J. r<V... ":, —. ... mn•.Li Y. .LL. llC& C. . • ?Cr�RC ��, �--�'.�..� ���'."i..?::L, .J. ... CL. iy._.:.i, r . }.. b;{lr�rl. .•'.� J. _•t•.. .. s''' as iiocra o^ Co-naiss_on.;rz �: Flo=:da .Ion.] ..r_•.!-Uticn Listrrct, a boly co_•ornte and-:r t:_e lass of ti.e otc'Ge cf ylorida, its 3uc- ca3sors zr.d ussirns, ;,artics of the second cart; :JI'::`363$TH, that t . sold ;arty of t:.e first xrt, for and in consideration o: the su^_ of Ter. (9W1G.u0) Dollars, and other ,.00d and valuable considerations, to :iL.: in hand laid, th reeeint w ereof is hereby acknowledged, has granted, bargained, sold and conveyed, -and by tae3e nresents does grant, bargain, sell, convey and confirr- unto the said .larties of the second part and their successors and assigns forever, all that certain parcel of land lying, and being in the County of ?alr. Beach, and State of Florida, and =ore particularly described as follows: That portion of the South 355 feet of the S3 1/4 of the NEE 1/4 of Section 4, Township /Ok70j0U /fsfi�,a� F DEED 597 P.ACf 1t35 46 South, Range 43 East, Palm Beach County, Florida, embraced in a zone 360 feet wide when measured at right angles to and lying West of and immediately adjoining the hest Right -of -Way line of the Intracoastal Waterway from Jackson- ville to Liami, Florida, as that right-of-way line is shown on the plat recorded in Plat Book 17, at page 14-.., of the public records of said Pala Beach County, Florida, containing 3.00 acres, more or less.(E,SA 640). Also all that portion of Parcel 4, Sheet 14-A, of the right-of-way of the Intracoastal Waterway from Jacksonville to ::iemi, Florida, through Section 4, Township 46 South, Range 43 East, in Palm Beach County, Florida, according to Flat thereof recorded in the current public records in the office of the Clerk of the Circuit Court in end for said Palm Beach County, Florida, in Plat Book 17, at page 14-A, which lies between the north and south boundary lines of the tract here- inabove first described, when the said boundary lines are projected eastward, subject to the rights and easement held by the United :hates of .,=erica as said rirhts and easement al,near. (RAI 6159). Tt.G�TEii�t ..L the tenements, hereditarents end a-purtenanoes, with ever;; privilege, right, title, interest . and estate, dower and right of dower, reversion, remainder and easement thereto belonging or in anywise appertaining: To M rz ..::.7 ^0 ;:OLD the same in fee simple forever. ..nd the said ,.arty of the first part does covenant with the said parties of the second part that he is lawfully seized of the said premises, that they are free from all encum- berances and that he has good right and lawful authority to sell the sale; and the said party of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. This conveyance is made by the undersigned (the sole dd[f surviving, unresigned and now active and acting Director of Bertanna Faros, Inc., a dissolved Florida corporation), as Trustee for the property of Bertanna Farms, Ino., a Florida corporation, dissolved under and by virtue of Chapter les8o, Laws of Florida, Acts of 1935, and pursuant to and by virtue of authority so to do conferred upon me as such Trustee by Section 9 of said Chapter 16680, Laws of Florida, Acts of 1935, (now Section 5977 (20) Compiled General Laws of -lorida); the undersigned beinC the sole surviving, unresigned and now active and zcting Director of 3ertanne Farms, Inc., a dissolved =Iorida corporation. I:: '.:1=9':-SS the said pPrt;• of the First art aus %areunto sat iAs hrj:.ct ::::i s.jul, as Trustee for the nrorerty Of !JLTt'nIs Fn+r:-,s, 1r.C., & ;'lortda cono:'at:an, disssolved UT..,jer -... b:• v"rtun r;f Ohq• ter 18;:r 0, _Qvs or a�o••�da, nCLs G:' 1?i' -!e do •.._ first 'A-:,ve ..rittUp. t: a SOIL si:rv: tin,;, un_zs_ f;rec end no) ao'.iva and aetit.r, Director of -crtn^na . :r:-:s, ^., % disso-vad _v.'. .. 3Gr'•U:'i: iGa) as .rustea ;or Of . ur -Me S, :1C 91. s01lc'C �C: 1:::.4C0".•Or: ; : U::. ' ' ST-, OF FLORILAA L ) I hereby certify that on this day personaliv a-•r.esred before me, an officer duly authorized to administer oaths and take acknowlede;zents, Ms-M'� T. 0STz"z=6, to me well known and known to me to be tre individual described in and who executed the fore,;oing instrument, and he acimowledged before me that he executed the same freely and voluntarily for the purposes there- in exrressed, as Trustee for the ;.roperty of Bertanna FarT.s, Inc., a Florida corporation, dissolved under and by virtue of Cha-ter 16880, Laws of Florida, Acts of 1935. 'iIMIZS.S my signature and seal, at weat Palm 3each ��y q� �� County of , and State of st Florida/I0 c3O� this the aay of _ December A. D. 1 R ��...^.. �� f(i, Th% Iaaera o of Med r ws oc lro�i '+ ic. F 3 �� Pt �7 �s 19l1 , and Rswded �o � H0Oty1� page 13� r S. at ' ftseo:+d mi5ed. t3eo. Q 0 .tit ru i Satter. CU& Chca t Comm Palm Befta 0 Deeaty CIWL �q Coamiasion empires: July 30, 19" THIS INDENTURE, Made this 27th day of itm. � A. D. 1941, Between EDWIN T. OSTEEN (the sole surviving, unre- signed and now active and acting director of Bertanna Farms, Inc., a dissolved Florida corporation) as Trustee for the property of Bertanna Farms, Inc., a Florida corporation, dissolved under and by virtue of Chapter 16880, Laws of Florida, Acts of 1935, party of the first part, and GEORGE J. AVENT, A. M. TAYLOR, 0. F. ALFORD, U. W. CUNNINGMU, W. J. CREEL, AXE-1 T. PETERSON, R. R. tiARTIN, STANLEY KITCHING, D. H. CONKLING, A. S. BROOK and J. AVERY GUYTON, as Board of Commissioners of Florida Inland Navigation District, a body corporate under the lags of the State of Florida, its successors and assigns, Parties of the second part, WITIESSEU, That the said party of the first part, for and in consideration of the sum of Ten Dollars ($10.00), and other good and valuable considerations, to him in hand paid, the receipt whereof is hereby acknotledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the said parties of the second part, and their successors and assigns, forever, all that certain parcel of land lying and being in the County of Palm Beach, and State of Florida, and more particularly described as follows: All that certain tract or parcel of land situ- ated in the Southeast Quarter of the Northeast Quarter of Section 4, Township 46 South, Range 43 East, Palm Beach County, Florida, more particularly described as follows: Commence at the Southeast corner of said Section ♦-� w__ •Y as o yv�..... va♦ V$1CiC[S/:C7 tRpnr;g w��.�,..,� +„`v - rs! - 230 West, 2755.62 feet along the Easterly boundary of said Section 4 to the Quarter Section Corner; thence • South 890 - 401 - 42a web i t 665.06 feet along the boutneriy boundary of Zile oouzheasz Quarter or the Southeast Quarter of Section 4, Township 46 South Range 43 East, to a point on the Westerly Right-ol- AMR °f T04, �U/fsfr°a/)� , F` mu 633 Fwluxj Way Line of the Intracoastal Waterway from Jack- sonville to Miami, Florida, as said right-of-way line is shown on a map recorded in the public records of said Palm Beach County in Plat Book17, at page 14-A; thence continuing South 890 _ 401 _ 42" West, 367.95 feet along the aforesaid South boundary of the Northeast Quarter section line as a point of beginning. Thence from the -point of #i inc: above de- scribed, continuing along aforesaid Quarter Section line Nortz 890 - 401 - 42w 17est, P-60a81 feet to a pipe marking the Southwest Corner of the Southeast Quarter of the Northeast Quarter of aforesaid Sec- tion 4; thenco North 010 - 3'u1 - 28w West, 4,52.32 feet along the 17esterly boundary of the Southeast Quarter of the Northeast Quarter of said Section 4; the2.ce !North 890 - 40t -- 42" Oast, 735.OZ feet to a point on the Westerly Ri ht-of-7-ay Line of Vne above mentioned Intracoastal "aterway; thence cc:l- tinuir:;; along, said 7jesterly Ribht-„ f-;,;,y lire Southli 0 _ 561 - 4C" Weot, a distance of 100.r)0 feet; thence Suuta t,90 - 40? - 42" S7est, '567.;35 feet; t'slr:nae 'Out"' 110 - 3G1 - 46" crest, 362.70 feet to the •)1 of be-inni11Z- Trie above :;escribed tract contai,ls 4.09 :acres, morc or lees. TuGLT....ii all t.lS.: `.z1._ • h••il;,J,�- s purt_n:in.cez 7.ith every i eat-tc, right ')f :la: ,;r, r vr•: _.iun, -"m:.'n:cr and :sent t:ierPto belch etsig 11;1. !. r, . TU HOLD t'ac sa..1c in fec zu,,pi.• And the sai: part. O'' ".c `'irct • part covLr.;L►It ;,It.,, �i'"� :E a art that :e is 1C.-;fully sei:cd of t:ze said �: eWic .�, that t •1.'� . '•e "rcc .r:., ;.?� -tl�url1br:�rce� M.l� that ".a ha!; , ,0r right an•l - _ aI author:,` f to .,ell tn•-� same; aad the said ?:art; of t!:e first .)art dues hereby fully warrant the tittG to S:11.3 lan-4 111r' :ill dCfenfl thf, Sc2 '•' ae aga.-;] t t :e law- ful . di_s of all perscns w'joms,3Qv=r. . This c: nvei ancc is :aide by t:,a uncicrsi;red (the sole s':rvivi_ng, unres zn&. ..:.a n..".. Bert nna Farms, Inc., a dissolved Florida corporation), as Trustee for +:;., MAR - 3 2021 Town of Gut f Stream, FL mm 633 Rw156 poration, dissolved under and by virtue of Chapter 16880, Laws of Florida, Acts of 1935, and pursuant to and by virtue of authority so to do conferred upon him as such Trustee by Section 9 of said Chapter 168800 Laws of Florida, Acts of 1935, (now Section 5977 (20) Compiled General Laws of Florida); the under- signed being the sole surviving, unresigned and now active and acting Director of Bertanna Farms, Inc., a dissolved Florida corporation. IN WITALS5 WREREOF, the said party of the first part has hereunto set his nand and seal, an Trustee for the propoerty of Bertonna Farms, Inc., a Florida corporation, dissolved under and by virtue of Chapter 16880, Lawa of Florida, Acts of 19Z5, this the day and fear first above written. S; 311ed' sealed a :.. dollve: CG: Sig the are: _:ice of: (SEAL) m c �oL: ::ur: it ne,�unresioned and nu.. %ctiv. and ucti'ig Director �erta.nna Farms, Inc., a dis- zolved Florida corporation) a.: ='rl.: tee ^ jr the property of Ber`- win:: Parms, Inc., a dissolved v MAR 3 202, r°wn of Gulf St,,' m, FL S �•• { M fi F ow -633 aw1t7 STATE OXFi oaIDL COUNTY Or PAM BEACH I MMM CERTIFY, That on this day personally appeared before me, an officer duly authorized to admiaister oaths and take acknowledgments, EDWIN T. OSTEEN, to MO well known and known to me to be the individual described in and who executed the faregaing instrument, and he acknowledged before me that he executed the same freely and voluntarily for the purposes there- in expressed, as Trustee for the property of Bertanaa Farms, Inc., a norida corporation, dissolved under and by virtue of Chapter 16880, Laws of Florida, Acts of 1935. • �� it A. WITNESS my signature and official seal at west Palm County of Palm Beach and State of Florida, this the day of JuriO , A. D. 1941. Notary Public, State Florida My commission expires; Jl 30. 1941 STATE OF FLORIDA COUNTY OF PALM BEACH Personally appeared before me, the undersigned authority, EDWIN T. OSTE,ENy who being by me duly sworn de that on the 7th day of December A. D. 1936p tha,tsbe3nes ngg thedateof the dissolution of Bertanna f�ara�s, Inc., a Florida corpora- tion, dissolved under and by virtue of Chapter 16880, Laws of Florida, Acts of 1935, the Hoard of Directors of said corporation consisted of Edwin T. Osteen, Ruth Shockley and Florence Pres- cott, and that on said date said individuals constituted all of the members of said Board of Directors; that subsequently Ruth Shockley and Florence Prescott resigned as Directors, and that affiant is now the sole surviving, unresigned and now active and acting Director of bertanna Farms, Inc., a dissolved Florida corporation. Dated at West Palm Beach, County of Palm Beach and State of Florida, this the 27th day of d'M --� ,,, A.D. 1941. - jc,`. ~Sworn to and subscribed before se this 27th day of R•: t 'oAs D. JQ . ,Stof �'Lar:darow MAR r .0 ••�" X7 co..:.�.iss on expires: JuIX 30. lb4t . n Of GU/fsl This instrument .M fkd for Record a: ea1*%J M. thit-„ 'Cl � ay 194 . and Record;,,, Hook--��,1 st pace vcrific3 j, ALER ARN$_ Wcord C—,t•�p-am $cam $Ckrk Circuit ' —`_-- DcIIat7 Ckrk DocuSignEnvelope ID: C5DC8B75-EE2A-4D9E-8741-35EBD99F2974 Exhibit 1-D OWNER'S CONSENT AND DESIGNATION OF AGENCY Florida Inland Navigation District (F.I.N.D.), the fee simple owner of the following described property: THAT PORTION OF THE SOUTHEAST QUARTER (S E.1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SECTION 4 TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER (S E 1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SAID SECTION 4; THENCE N,2°05'25"W., ALONG THE WEST LINE OF THE SOUTHEAST QUARTER (S E 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4, A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHEAST QUARTER (S.E.1/4) OF THE NORTHEAST QUARTER (N E 1/4) OF SAID SECTION 4• THENCE N 89°14'S8"E ALONG SAID PARALLEL LINE A DISTANCE OF 692.60 FEET TO A POINT ON THE WEST RIGHT OF WAY OF THE INTRACOASTAL WATERWAY AS SHOWN ON PLAT BOOK 17 PAGE 14-A PUBLIC RECORDS OF PALM BEACH COUNTY FLORIDA! THENCE S.11°10'38"W., ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 280.05 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER (S E 1/4) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4• THENCE S 89°14'58"W ALONG SAID SOUTH LINE A DISTANCE OF 628.32 FEET TO THE POINT OF BEGINNING. CONTAINING 180,967 SQUARE FEET OR 4.1544 ACRES MORE OR LESS does hereby petition to the Town of Gulf Stream for Comprehensive Plan Amendment Rezoning Concurrence, Level 3 Site Plan and Subdivision Approval for Water View Lane and affirms that Cary Glickstein is hereby designated to act as agent on my behalf to accomplish these approvals. I certify that I have examined the application and that all statements and diagrams submitted are true and accurate to the best of my knowledge, C,ak_�_QT.r OF al M 43e6_&I OWNER: FLORIDA INLAND NAVIGATION DISTRICT, a Florida specij��j�trict By: �LAY(c CYbS(! c� Name: Mark Croslev Title: Executive Director 'aY mec._W4, a (-- PIrwSi cwl 0-Vero. t,1c Q- The foregoing instrument was acknowledged before me this day of - kl� 2020 by, who i ersonally know to me or has produced (type of identification) as identification and who did take an oath. (Printed Name of Notary Public) (Signature of Notary Public) Commission # C-A G 3 < t (o S 9 My Commission Expires-4\Q c, l (1, a (3 Q-3 (NOTARY'S SEAL) =oirAY °9e^:. SUSAN D SMITH Notary Public -State of Florida Commission # GG 311659 '?or Fti My Comm. Expires Apr 17, 2023 Bonded through National Notary Assn, IV 3 r0wn ofGulf Sfr°am, F( ,"" a_�� � b''NK?L bM 7p•1S•tio g 4 € I b b till i�ippgyyg g@qq 1 �Ivaih ' s �1111 y 6:a`i 8 $�k5�r d6 &1�a67€€h REH E N a I Ingg4;R BBB @.� gig W � o� 3g `b h S 9 6ygk G ppb � o :+i b�F�h�gs83���p`RetkFT 28�k�b � W 8 b3FPFFP� � � �j€.gy bah • gg � b Q 4�6� s7 ep E'awba 41 ii g y r � 3 F w o I § JI § .;J NOil i00v 15tl1,f 53[ml53 SUN- 3011, ZL 10l ru>n1�0sai' X w.Casrun Y e A€ J hh W * �M ► RECEIV 0 MAR - 3 2U2 I Town of Gulf Stream, FL Q 2 �3$ j 2 R8 � W r � m i >R � �8� ax a ��ga ap spit, �rgqp Ni I I II I II I it I I I I I I II lao I w e uO I I I fip N � 3 � w I I k�qe 6 b.�Yidj'i�E``}a 6 p I €@ �a g��',y�F�gd>ba s igp g�8 ❑ i i I a I i 4 i6sf� �FdACY�6Y3�G § i � a la 6I i N oil i00Y l5tl/3 531m153 SONIM 30 dN1 � l LZ 10, vsn`a�cr+� 531 d1531.tl1n'A� S N� � iz to, SS1Y. M'W' � I I III} I I ICI Ile I. II b \ 1 \ \ II ® RECEIVE® ems, — MAR — Town of Gulf Stream, FL SKETCH OF DESCRIPTION EXHIBIT " 1 F" SHEET 1 OF 2 DESCRIPTION.- NEW SUBDIVISION PARCEL THA T PORTION OF THE NORTHEAST QUARTER (N.E V4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA DESCRIBED AS FOLLOWS BEGINNING A T THE INTERSECTION OF THE EAST RIGHT OF WA Y LINE OF STA TE ROAD NO.5 (NORTH FEDERAL HIGHWAY) AND THE SOUTH LINE OF THE NORTHEAST QUARTER (N.E V4) OF SAID SECTION 4, THENCE N.89°14 58'E, ALONG SAID SOUTH LINE, A DISTANCE OF 1,229.48 FEET TO A POINT ON THE WEST RIGHT OF WA Y LINE OF THE INTRACOASTAL WA TER WA Y AS SHOWN ON PLA T BOOK 17,, PAGE 14 -A, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE N.11°1038'E, ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 280.05 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE NORTHEAST QUARTER (N.E.114) OF SAID SECTION 4, THENCE S. 89°14 58',W., ALONG SAID PARALLEL LINE, A DISTANCE OF 1,200.78 FEET TO A POINT ON THE EAST RIGHT OF WA Y LINE OF SAID STA TE ROAD NO. 5 (NORTH FEDERAL HIGHWA Y),- THENCE S 16-4704"W., ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 287.35 FEET TO THE POINT OF BEGINNING. CONTAINING 332,946 SQUARE FEET OR 7.6434 ACRES MORE OR LESS 16, /zec', MAR , V�® rown Of G3 20?1 ultstmaam, )CI . Digitally signed Paul D by Paul D. Engle Engle Date: 2020.07.10 12:40:56-04'00' PAUL D. ENGLE SURVEYOR & MAPPER NO 5708 DA TE JUNE 2, 2020 ORDER NO. 91-84'PARCEL 2" X.- DrawingslGENERAL CADDIGx0191-84 EXHIBIT 1-F SHEET 1 -- 0711012020 -- 12:36 PM -- Scale 1 : 240.0000 SKETCH OF DESCRIPTION EXHIBIT " I-F" Llj SHEET 2 OF 2 z 7200.78' 5.8901458"W. 0 0 N N ~ O lv O SOUTH LINE OF THE N.E.1/4 OF SECTION 4/46/43 1229. 48' N.89 014'58 "E. POINT OF BEGINNING NO TES THIS IS NOT A SURVEY THE EAST RIGHT OF WAY LINE OF STATE ROAD NO 5 IS ASSUMED TO BEAR N..16047'04'E P.O.B. = POINT OF BEGINNING P. 0. C. = POINT OF COMMENCEMENT DA TE- JUNE 2, 2020 ORDER NO. 91-84'PARCEL 2" X:IDrawingslGENERAL CADDIGxd191-84 EXHIBIT I-F SHEET 2 -- 0711012020 -- 12:36 PM-- Scale 1 240.0000 SKETCH OF DESCRIPTION EXHIBIT "1-G" SHEET 1 OF 2 DESCRIPTION - THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FL ORIDA, L YING EAST OF OF THE EAST RIGHT OF WA Y LINE OF STA TE ROAD 5, AS SAID EAST RIGHT OF WA Y LINE IS SHOWN IN ROAD PLA T BOOK 2, PAGES 157- 165, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AS FOLLOWS. - BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE SOUTH HALF (S 112) OF THE SOUTHWEST QUARTER (S. W V4) OF THE NORTHEAST QUARTER (NE 714) OF SAID SECTION 4 AND THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD 5, THENCE N.89014 58'E, ALONG SAID SOUTH LINE, A DISTANCE OF 60116 FEET TO A POINT ON THE EAST LINE OF THE SOUTH HALF (S V2) OF THE SOUTHWEST QUARTER (S W. V4) OF THE NORTHEAST QUARTER (N.E.114) OF SAID SECTION 4; THENCE N.2005'25 W., ALONG SAID EAST LINE, A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTH HALF (S 112) OF THE SOUTHWEST QUARTER (S W.114) OF THE NORTHEAST QUARTER (N.E 1/4) OF SAID SECTION 4, THENCE S 89°14 58' W., ALONG SAID PARALLEL LINE, A DISTANCE OF 508.78 FEET TO A POINT ON THE EAST RIGHT OF WA Y LINE OF SAID STA TE ROAD 5; THENCE S 160 47'04 "W., ALONG SAID EAST RIGHT OF WA Y LINE, A DISTANCE OF 287.35 FEET TO THE POINT OF BEGINNING. CONTAINING 151979 SQUARE FEET OR 3.4890 ACRES MORE OR LESS A. TOE, NI? .3 z®.' Digitally signby Paul D. Paul D. Engle Engle Date:2 42 03 04'00 0 PAUL D. ENGLE SURVEYOR & MAPPER NO 5708 DA TE JUNE 2, 2020 ORDER NO. 91-84'PARCEL 2-A" X:IDraw/ngsIGENERAL CADDIGxd191-84 EXHIBIT 1-G SHEET 1 -- 0711012020 -- 12:34 PM -- Scale 1 : 240.0000 SKETCH OF DESCRIPTION EXHIBIT "1—G" SHEET 2 OF 2 z I 508.18' S.89014'58"W. SOUTHN.E.114 OF SE TION 4/46/4OF ,3 POINT OF BEGINNING NOTES.- THIS /S NOT A SURVEY 601.16' N.89°14'58"E. THE EAST RIGHT OF WA Y LINE OF STA TE ROAD NO 5 IS ASSUMED TO BEAR 5.16047'04 "W. SECTION 414614J = SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST 1)0wl7 of 3 Sfr�a� F` DA TE JUNE 2, 2020 ORDER NO. 91-84'PARCEL 2-A " X IDrawingslGENERAL CADDIGX0191-84 EXHIBIT 1-G SHEET 2 -- 0711012020 -- 1233 PM -- Scale 1 240,0000 SKETCH OF DESCRIPTION EXHIBIT " 1 H" SHEET I OF 2 DESCRIPTION - THAT PORTION OF THE SOUTHEAST QUARTER (SE.114) OF THE NORTHEAST QUARTER (N.E.1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA DESCRIBED AS FOLLOWS - BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER (SE. V4) OF THE NORTHEAST QUARTER (N.EV4) OF SAID SECTION 4, THENCE N.2 0525 W., ALONG THE WEST LINE OF THE SOUTHEAST QUARTER (S.E 1/4) OF THE NORTHEAST QUARTER (N.E 114) OF SAID SECTION 4, A DISTANCE OF 2 74.0 7 FEET TO A POINT ON A LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHEAST QUARTER (S.E V4) OF THE NORTHEAST QUARTER (N.E V4) OF SAID SECTION 4, THENCE N.89°14 58 E., ALONG SAID PARALLEL LINE A DISTANCE OF 692.60 FEET TO A POINT ON THE WEST RIGHT OF WA Y OF THE INTRACOASTAL WA TER WA Y AS SHOWN ON PLAT BOOK 17, PAGE 14—A, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S. 11°1038"W., ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 280.05 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER (SE.114) OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 4, THENCE S.89014'58 W., ALONG SAID SOUTH LINE, A DISTANCE OF 628.32 FEET TO THE POINT OF BEGINNING. CONTAINING 180,967 SQUARE FEET OR 4.1544 ACRES MORE OR LESS AL �0�, �A� �8 �® 01Gl//fsf . Digitally signed Paul D by Paul D. Engle Engle Date: 2020.07.10 12:41:27-04'00' PAUL D. ENGLE SURVEYOR & MAPPER NO. 5708 DA TE JUNE 2, 2020 0 BRIEN, SUI TER & 0 BRIEN, INC. CERTIFICA TE OF AUTHORIZA TION 11LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE- PAUL D. ENGLE 955 N. W. 17TH AVENUE, SUITE K-1 DEL RA Y BEACH FLORIDA 33445 ORDER NO. 91-84'PARCEL 2—B" (569 276-4501 (569 732-3279 X.9DraMngsIGENERAL CADDIGx"1-64 EXHIBIT 1-H SHEET 1 -- 0711012020 -- 12:35 PM -- Scale 1 : 240.0000 SKETCH OF DESCRIPTION EXHIBIT " 1 H" SHEET 2 OF 2 z 692.60' N.89°1458'E Z , CD �—Co L4j N Cs Z QQ SOUTH LINE OF THE S.E.114 OF THE N.E 114 OF SECTION 46/43 628.32' S. 89 °14'58 "W. S.W. CORNER OF S. E.114 OF N.E.114 OF SECTION 414614J & POINT OF BEGINNING NOTES - THIS IS NOT A SURVEY %A� `3 V THE SOUTH LINE OF THE SE.114 OF 2+ 21 ASSUMED TO BEAR S.89014 58 W43 /S TOwn of Gulf Str°a m, F� SECTION 414614J = SECTION 4, TOWNSHIP DATE. JUNE 2, 2020 46 SOUTH, RANGE 43 EAST OBRIEN, SUITER & O'BRIEN, INC. CERTIFICA TE OF AUTHORIZA TION 11LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE. PAUL D. ENGLE 955 N. W. 77TH A VENUE, SUITE K-1 ORDER NO. 91-84'PARCEL 2—B" DELRAY BEACH FLORIDA 33445 (561) 276-4501 (561) 732-3279 X. Drawings l GENERAL CADDIGxO191-84 EXHIBIT 1-H SHEET2 -- 07/102020-- 1236 PM-- Scale 1 240,0000 SKETCH OF DESCRIPTION EXHIBIT "1 I " SHEET 1 OF 2 DESCRIPTION- THA T PORTION OF THE SOUTHWEST QUARTER (S. W.114) OF THE NORTHEAST QUARTER (N.E.1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA DESCRIBED AS FOLLOWS - COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER (S W.114) OF THE NORTHEAST QUARTER (N.EV4) OF SAID SECTION 4, THENCE N.2'0525 W., ALONG THE EAST LINE OF THE SOUTHWEST QUARTER (S.W. V4) OF THE NORTHEAST QUARTER (NE 114) OF SAID SECTION 4, A DISTANCE OF 274.07 FEET TO A POINT ON A LINE 274.00 NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHWEST QUARTER (S W V4) OF THE NORTHEAST QUARTER (N.E.114) OF SAID SECTION 4, THENCE CONTINUE N.2 0525,W., ALONG THE EAST LINE OF THE SOUTHWEST QUARTER (S. W V4) OF THE NORTHEAST QUARTER (NE 114) OF SAID SECTION 4, A DISTANCE OF 412.85 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF (S V2) OF THE SOUTHWEST QUARTER (S W.114) OF THE NORTHEAST QUARTER (N.E V4) OF SAID SECTION 4, THENCE S.89°15'O8 W., ALONG SAID NORTH LINE, A DISTANCE OF 367.85 FEET TO A POINT ON THE EAST RIGHT OF WA Y LINE OF STA TE ROAD 5 (NORTH FEDERAL HIGHWA Y) AS SHOWN ON ROAD PLA T BOOK 2, PAGES 157 THROUGH 165, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S 1604704V.., ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 433.66 FEET TO A POINT ON A LINE 274.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SOUTHWEST QUARTER (S. W V4) ,OF THE NORTHEAST QUARTER (N.E 114) OF SAID SECTION 4, THENCE N.89014 58 E, A DISTANCE OF 508.18 FEET TO THE POINT OF BEGINNING. CONTAINING 18 1, 119 SQUARE FEET OR 4.1579 ACRES MORE OR LESS MAR - 3 2021 TOwn Of Gulf Stream, FL PAUL D. ENGLE SURVEYOR & MAPPER NO. 5708 DATE. DECEMBER 23, 2020 ORDER NO. 91-84'PARCEL 1—A" X.lDrawingsIGENERAL CADDIGxoIPARCEL 1-A SHEET 7 -- 12/23/2020 -- 10r45 AM --Scale 1 240.0000 SKETCH OF DESCRIPTION EXHIBIT "1—/" SHEET 2 OF 2 U Z AREA SHOWN AS "NOT INCLUDED" (PLAT BOOK 20, PAGE 47) 367.85' S 89°15'08""W. NORTHN.E.114 OF SEC ION 414614OF 3 508.18' N.89014'581E. m 0 NOT INCLUDED o o N N - SOUTH LINE OF S. W.1/4 OF N.E.1/4 OF SECTION 414614J 601.16' N.89014 58"E NOTES - THIS IS NOT A SURVEY THE EAST RIGHT OF WAY LINE OF STA TE ROAD NO 5 IS ASSUMED TO BEAR S. 1604704 "W. P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT S.E. CORNER OF S W.114 OF N.E.114 OF SECTION 4146143 ® RECEIVED ® AND P.O.C. MAR - 3 2021 Town of Gulf Stream, FL DATE. DECEMBER 23, 2020 ORDER NO. 91-84'PARCEL 1-A " X: (Drawings l GENERAL CADDIGxojPARCEL 1-A SHEET 2 -- 1212312020 -- 10:46 AM -- SCale 1 240,0000 Bluewater Cove Development Review Application Page 2.1 PART TWO COMPREHENSIVE PLAN AMENDMENT A. Description and Justification for the Amendment The subject property of this application is located within the Town of Gulf Stream on the east side of US 1, just north of Gulfstream Boulevard/Avenue Au Soleil. A general location map of the area, with the property depicted is shown below. W cgC/ifit Yu ..� rwLriYn NV 'ra' APO WwiMrVl htl I�'Jtrri'.r N. Wrura' 8 Cascade Lakes The Club at Quail Ridge Indian S ® P 9 Count ryrm Club Residents Associates C Brlhy Breezes Q cwr ne cwr au na+xn sw:re N.. Oelhesda ca zna a.. Hospital East © Gulfstream Park o - Golff 9 rf Site ester Club Scacrest Snub ., I •-. Natural Area ' Hunters Run© Gulf Stream = Country Club x r' S «a rxr Nn caoo.n r„ 66 d 6 Gulf Strearn GolfClub® 8 Dunes Road V Pmes of Delray Q North Association OOERAY nds PARK OF COMMERCE NEIGHBORHOOD f.rr� Wd W.E �i Line laV N., IW.e Itl+Na Na .7y Y Wnlgracn^ Location Map The subject property consists of portions of two adjacent undeveloped parcels that are situated to the east and west of one another (see Exhibit 2-A, Current Parcel Ownership). The 7.07 acre parcel to the east, which abuts the Intracoastal Waterway, is owned by the Florida Inland Navigation District (F.I.N.D.). Since it does not have any physical frontage on a street, it utilizes an ingress/ egress easement for access to and from the site. The parcel is designated P (Public Facilities) on the Future Land Use Map. The 7.65 acre parcel to the west, owned by Gulf Stream Golf Club, fronts on US 1 and has direct access to the public right of way. It is designated REC (Recreation) on the Future Land Use Map. The two parcels will be divided and then recombined in a north/south orientation so that a portion of each parcel will be swapped resulting in two new parcels running parallel to one another from the Intracoastal Waterway on the east to US 1 on the west (see Exhibit 2-13, Proposed Parcel Ownership). The newly created parcel to the south will be developed as a new single-family development known as Bluewater Cove. The north parcel will be owned by F.I.N.D. The purpose of this application is to process a comprehensive plan amendment pursuant to Florida Statutes Section 163.3184. The specific request is to amend the Future Land Use Map designation of the proposed Bluewater Cove portion of subject property from P (Public Facilities) and REC (Recreation) to SF (Single Family) and to amend the Future Land Use Map designation of the north portion of the existing Gulf Stream Golf Club property from REC (Recreation) to P (Public Facilities) for later transfer to F.I.N.D. as part of the land swap. The current and proposed Future Land Use Maps are attached as Exhibits 2-C and 2-D. RFCF1v=®,q MAR - 3 2u2l Town of Gulf Stream, FL Bluewater Cove Development Review Application Page 2.2 The following table depicts the acreages of Future Land Use Map designations of the subject property before and after the proposed amendment. Based on this table, there will be an extremely small net increase (0.004 acres) in P (Public Facilities), a net loss of 7.647 acres of (REC) Recreation, and a net gain of 7.643 acres of (SF) Single Family. Current Owner P (Public Facilities) REC (Recreation) I SF (Single Family) Acri Acres Acres Existing Future Land Use Map Designations F. I. N. D. 4.154 0 0 Gulf Stream Golf Club 0 7.647 0 Totals 4.154 7.647 0 Proposed Future Land Use Map Designations 1 0 0 4.154 Gulf Stream Golf Club 4.158 0 3.489 Totals 4.158 0 7.643 Net Change 0.004 (7.647) 7.643 As shown on the table, the Future Land Use Map designation on 4.154 acres owned by F.I.N.D. and 3.489 acres owned by Gulf Stream Golf Club will be changed to SF (Single Family). The properties will be combined to create the Bluewater Cove development. Pursuant to Policy 1.1.1.2 of the Future Land Use Element of the Comprehensive Plan, "Single Family Residential (SF): shall permit detached, single family dwellings and accompanying support and accessory structures at a density up to but not to exceed 2.64 dwelling units per acre and up to but not to exceed 2.9 dwelling units per acre within the Place au Soleil subdivision." It is intended that this property be platted as an extension of the Place Au Soleil subdivision to the south. As such, 22 single family dwelling units would be permitted on the 7.64 acre parcel if the maximum density of 2.9 dwelling units per acre permitted in the SF (Single Family) designation were applied to the subject property. It is noted; however, that the proposed development plan being submitted for Class 3 Site Plan approval concurrently with this application contains only 14 single family dwelling units within the amendment area, resulting in a density of only 1.83 dwelling units per acre (see Exhibit 2-E, Bluewater Cove Site Plan). The Future Land Use Map designation on the remaining 4.158 acres of the subject property currently owned by Gulf Stream Golf Club will be changed from REC (Recreation) to P (Public Facilities). This property will ultimately be transferred to F.I.N.D. as part of the land swap and combined with F.I.N.D.'s remaining property to the east. Pursuant to Policy 1.1.1.3 of the Future Land Use Element of the Comprehensive Plan, "Public (P) shall permit publicly -owned facilities necessary to the operation of the owning agency such as the Town Hall, Police Station and Materials Management Areas of an intensity not to exceed a floor area ratio of 0.5."This Future Land Use Map designation is appropriate for the proposed use of the reconfigured F.I.N.D. property as a materials management area to handle dredged material from the Intracoastal Waterway. The proposed land swap and property reconfiguration, described above, is advantageous to both property owners. First of all, it will allow the reconfigured F.I.N.D. property to have direct roadway access to US 1. This access is critical to efficient operations in moving the heavy equipment onto the site to handle dredged material from the Intracoastal Waterway. Secondly, the reconfigured Gulf Stream Golf Club property to the south will gain Intracoastal Waterway access. This will greatly enhance the recreational amenity package for the proposed Bluewater Cove single family residential development and maximize lot values. It is important to note that the Town of Gulf Stream will also benefit from this proposal. Being nearly completely built -out, the Town's potential for future growth is extremely limited. The proposed Future Land Use Map amendments will allow for the development of 14 additional residential units. The only trade-off of this proposal is the elimination of a potential future recreation area, but since additional ® RECEIVE® MAR — 3 2021 Town of Gulf Stream. FL Bluewater Cove Development Review Application Page 2.3 recreation is not needed to service the Town's projected population growth, it is likely that the parcel would remain undeveloped under its current future land use map designation. An additional fiscal consideration for the Town is that under the current zoning and future land use designations, the subject property has very little taxable value. In fact, the current Gulf Stream Golf Club property only generated $471.50 in property taxes to the Town in 2020 and the F.I.N.D Property is tax exempt. The proposed amendment and subsequent single family development will generate a substantial increase in revenue to the Town to use for the benefit of all its residents. The following table illustrates a potential $139,739.20 net increase in property taxes paid to the Town based on preliminary estimated home values for lots within the proposed Bluewater Cove development. Please note that a $50,000 homestead exemption was applied to all 14 lots. Since some of the owners will likely not qualify for the exemption, the net property taxes paid to the Town will be greater. The net taxes to the Town will also increase over time as properties escalate in value. Town of Gulf Stream Property Tax Analysis Parcels Taxable Value (After Exemptions) Before Amendment F.I.N.D. (4.154 acres) $0.00 Property Taxes $0.00 Gulf Stream Golf Club (7.647 acres) $125,430.00 JL7.1.50 TOTALS $125,430.00 $471.50 PropertyAfter Amendment, Development F.I.N.D. (4.158 acre Swapped Parcel) $0.00 $0.00 Bluewater Cove Development (7.643 acres) Lot 1 (Interior Lot) $2,200,000.00 $8,269.80 Lot 2 (Interior Lot) $2,200,000.00 $8,269.80 Lot 3 (Interior Lot) $2,200,000.00 $8,269.80 Lot 4 (Interior Lot) $2,200,000.00 $8,269.80 Lot 5 (Interior Lot) $2,200,000.00 $8,269.80 Lot 6 (Interior Lot) $2,200,000.00 $8,269.80 Lot 7 (Intracoastal Waterway Lot) $5,450,000.00 $20,486.55 Lot 8 (Intracoastal Waterway Lot) $5,450,000.00 $20,486.55 Lot 9 (Existing lot located on the adjacent property to the south and not part of Comprehensive Plan Amendment) Lot 10 (Corner Lot) $2,200,000.00 $8,269.80 Lot 11 (Interior Lot) $2,200,000.00 $8,269.80 Lot 12 (Interior Lot) $2,200,000.00 $8,269.80 Lot 13 (Interior Lot) $2,200,000.00 $8,269.80 Lot 14 (Interior Lot) $2,200,000.00 $8,269.80 Lot 15 (Interior Lot) $2,200,000.00 $8,269.80 TOTALS $37,300,000.00 $140.210.70 NET INCREASE S139.739.20 Notes: (1) FIND Property has a 100% Property Tax Exemption (2) Assume Reconfigured FIND Property will have 100% Property Tax Exemption (3) $50,000 Homestead Exemption Applied to Bluewater Cove Lots (4) Property Taxes Based on 2020 Mileage Rate of 3.759 (5) Home Values for Bluewater Cove Development is Preliminary Estimate ► RecLe P AdD. AK —3 ? r°wn of II?1 Gulf Stream, F, Bluewater Cove Development Review Application Page 2.4 B. Compatibility with Surrounding Properties A 2019 aerial view of the subject property with the surrounding development pattern is shown below. There are four political jurisdictions (depicted in red) in the immediate area of the subject property, the Town the Gulf Stream, the City of Boynton Beach, the City of Delray Beach, and Palm Beach County. As shown on the aerial, the prevailing land use east of US 1 is single-family residential development. The area on the west side of US 1 is generally commercial, but there is a large apartment complex further north. MVI Idl rnutugrapn or surrounding Area The following table depicts the existing use, future land use map designation and zoning designation of properties immediately adjacent to the subject property. Direction / Jurisdiction Use Future Land Use Zoning Designation Designation West (across US 1) / (City of Boynton Beach) Commercial Retail LRC (Local Retail C3 (Community Commercial) (Walmart) Commercial) East (across ICWW) / (Town of Gulf Stream) Single -Family (Gulf Stream Cove) SF (Single family) RS-C (Residential Single Family — North / Undeveloped P (Public Facilities) & Gulf Stream Core) P (Public Facilities) & (Town of Gulf Stream) (F.I.N.D. Parcel) REC (Recreation) OR (Outdoor Recreation) (City of Boynton Beach) 1-Story Office Building LRC (Local Retail C3 (Community Commercial) Commercial) uth / (TGulf Stream) �no Si�Ie-Family (Ploleil) SF (Single Family) RS-P (Residential Single Family — Place Au Soleil) The city limits of Boynton Beach are across the street from the subject property on the west side of US 1. That property contains the parking lot of Wal-Mart and both its future land use map designation and zoning are commensurate with that use. The Boynton Beach Future Land Use Map is attached as Exhibit 2-F. The reconfigured F.I.N.D. property, including the swapped parcel, to the north of Bluewater Cove will ultimately be utilized to handle dredged material during the rare times that F.I.N.D. finds it necessary to dredge the Intracoastal Waterway. Its future land use map and zoning designation of P (Public Facilities) MAR - 3 2021 Town of Gulf Stream, FL Bluewater Cove Development Review Application Page 2.5 is commensurate with that use. Adjacent properties south of the subject property and across the Intracoastal Waterway tothe east are within the Town of Gulf Stream and are developed with single family homes. Both of these areas have a Future Land Use Map designation of SF (Single Family), but the zoning is different, reflecting different development standards and maximum densities. The neighborhood to the south is within the Place Au Soleil subdivision which is characterized by small to medium sized lots typically between 11,000 and 15,000 square feet in size. The neighborhood to the east is within the Gulf Stream Cove subdivision which is characterized by medium sized lots with a typical lot size of 16,500 square feet. In terms of compatibility, the requested Future Land Use Map designation of SF ( Single Family) on the proposed Bluewater Cove development portion of the subject property is consistent with the Single Family designations to the south and east as well as the general development pattern on the east side of US 1. Compatibility with the adjacent property to the north is more a factor of its ultimate use by F.I.N.D. than its Future Land Use/Zoning designation. Since adequate buffering will ultimately be required for any future operations to handle dredged material from the Intracoastal Waterway, the area will be perceived as open space and will be compatible with the proposed single-family development of Bluewater Cove. We have requested from F.I.N.D a 10' landscape buffer easement adjacent to the north boundary of lots 1-7. A continuous landscape buffer is also proposed along the north side of lots 1-7 that abut the re- configured F.I.N.D property. Finally, since the retail commercial development to the west is across a major divided roadway, it is compatible with the proposed residential development which also includes an open space area adjacent to the roadway to buffer the homes from the roadway. C. Consistency with the Goals, Objectives and Policies of the Comprehensive Plan The following is a list of objectives and policies from the Town of Gulf Stream Comprehensive Plan with which the proposed amendment is consistent: Future Land Use Element Policy 1.1.1.2.: Land development regulations adopted to implement this Comprehensive Plan shall be based on, and be consistent with, the following standards for residential densities as indicated below: a) Single Family Residential (SF): shall permit detached, single family dwellings and accompanying support and accessory structures at a density up to but not to exceed 2.64 dwelling units per acre and up to but not to exceed 2.9 dwelling units per acre within the Place au Soleil subdivision. Housing Element Policy 3.1.1.2.: Land development regulations adopted to implement this Comprehensive Plan shall be based on, and be consistent with, the following standards for residential densities as indicated below: a) Residential - Single Family - no greater than 2.64 residential units per gross acre and no greater than 2.9 dwelling units per acre within the Place au Soleil subdivision. Comments: The 1.83 dwelling units per acre density of the proposed Bluewater Cove development within the SF (Single Family) Residential future land use map designation on the subject property is consistent with these policies. Future Land Use Element Policy 1.1.1.3.: Land development regulations shall be adopted which address the location and extent of non—residential land uses in accordance with the Future Land Use Map and the policies and descriptions of types, sizes, densities and intensities of land uses contained in this element and which implement the following Future Land Use categories: JOO- RECEIVE® MAR - 3 2021 Town of Gulf Stream, FL Bluewater Cove Development Review Application Page 2.6 c) Public (P): shall permit publicly -owned facilities necessary to the operation of the owning agency such as the Town Hall, Police Station and Materials Management Areas at an intensity not to exceed a floor area ratio of 0.5. Comments: This Future Land Use Map designation is appropriate for the proposed use of the reconfigured F.I.N.D. parcel as a materials management area to handle dredged material from the Intracoastal Waterway. Future Land Use Element Policy 1.1.2.2.: Proposals for development within the 100-year floodplain as identified by the Federal Emergency Management Agency shall conform with local regulations for development in such areas. Comments: Portions of the subject site are located within the 100-year floodplain. The proposed Bluewater Cove development has been designed to comply with local regulations. As noted in the Storm Water Management section within Part Four, Concurrency Certification, of this application: Our storm water modeling shows the 100-year, 3-day storm event staging up to an elevation of 7.7' NAVD, so we have rounded up and established the minimum finished floor elevation at 8.0' NAVD. Future Land Use Element Policy 1.1.2.3.: The developer/owner of any site shall be responsible for the management of run-off consistent with the goals, objectives, and policies of the Drainage Sub -element of this Comprehensive Plan. Comments: As noted in the Storm Water Management section within Part Four, Concurrency Certification, of this application: Required onsite drainage retention for the Bluewater Cove development will be accommodated via underground exfiltration trenches beneath the common roadway and surface storage for larger storm events. Once the required drainage retention volume has been met, the site will be permitted to discharge or overflow into the nearby Intracoastal Waterway (ICW). There will be a control structure on the east end of the site to regulate discharge to the ICW as per South Florida Water Management District (SFWMD) Regulations. This proposed drainage system will retain much more than that required by the policies in the Drainage Sub -element of the Comprehensive Plan. Future Land Use Element Objective 1.1.4.: Development orders and permits for development and redevelopment activities shall be issued only in areas where public facility necessary to meet level of service standards (which are adopted as part of the Capital Improvement Element of this Comprehensive Plan) are available concurrent with the impacts of development. Comments: The analysis of public facilities and services within Part Four, Concurrency Certification, of this application shows that adequate public facilities and services will be available to meet the adopted level of service standards within the Comprehensive Plan at the density proposed for the Bluewater Cove development within the SF (Single Family) future land use designation and RS-P (Residential Single Family — Place Au Soled) zoning district. Future Land Use Element Policy 1.1.5.1.: Residential neighborhoods shall be designed to include an efficient system of internal circulation, including the provision of collector streets to feed traffic onto arterial roads and highways. Future Land Use Element Policy 1.1.5.2.: Subdivisions shall be designed so that all individual lots have access to the internal street system, and lots along the periphery are buffered from major roads and incompatible land uses. RECEIVEDj MAR - 3 2021 Town Of Gulf Stream cl Bluewater Cove Development Review Application Page 2.7 Comments: The proposed Bluewater Cove development has been designed with access to the residential lots provided via a single roadway ending in a cul-de-sac. This is an efficient design minimizing the amount of paving required to service the lots. Improved roadway access will also be provided to an existing developed residential lot to the south which is being incorporated into the proposed subdivision. An existing connection to US 1, which currently provides traffic access to the Place Au Soled subdivision will be upgraded with improved turning radiuses and a new internal T-intersection will be added just past the guardhouse to provide access to Bluewater Cove to the north. Utilizing this existing connection to US 1 will allow the new development to occur without an additional US 1 connection. This is a more efficient and safer design. Green space has been located adjacent to US 1 to provide a buffer for the residential lots in the new subdivision. Transportation Element Policy 2.1.2.4.: The Town shall ensure that adequate roadway capacity is available consistent with Policy 2.1.1.1. of this Comprehensive Plan, or is planned for, when needed in order to serve new development during the Town's development review process other than individual single family homes. New development and redevelopment shall comply with the Palm Beach County Concurrency standards for the roadway network. Any required transportation facilities associated with new development or redevelopment shall be in place or under construction within three years of the issuance of the first structural building permit for the new construction. Comments: A Traffic Study for the subject property comparing the maximum impact of development permitted before and after the proposed Comprehensive Plan Amendment has been submitted with this application. The Traffic Study concluded that, "...the traffic generated by the proposed change in Future Land Use does not significantly impact any roadway links. Therefore, the proposed change in the Future Land Use designation for the subject parcels meets the requirements for the change to the Town of Gulf Stream's Comprehensive Plan." A second Traffic Study for the proposed Bluewater Cove development concluded that, "the traffic generated by the proposed development program meet the defined criteria of the Palm Beach County Traffic Performance Standards Ordinance. No mitigation measures are proposed by this project." D. Level of Service Analysis of Public Facilities and Services An analysis of how the proposed Future Land Use designation will impact facilities and services is included in Part Four of this application. Exhibit 2-C N Bluewater Cove - Current land Use Map Feet 0 100 200 300 Exhibit 2-D N* Bluewater Cove - Proposed land Use Map V Feet 0 100 200 300 F5DE1 t rr CSKT eve '4=0 40-8 UPd U—JIS pnp 7o w^ol i W VON AWA$fH s'n • u81d ®P$ 2A0C) JGjBMQIje z �, Q ► RECEIVED OliVV ]HOS MAR - 3 2021 Town of Gulf Stream, FL L M Tow, -•,cull, rL C f0 E U E � � Y Z o N a o z w LU w 0 U Z � m E LO � O - c 0 � E O O `m O O C9 ui LU w x O N O N (B 2 0-0 U Q 0 N 2 J Q ~ U Z w v � J LLl Q } W Z W O ❑ U = J xLjj Q Of U Q LU U a U) OJ U Q N � Q ❑ W ❑ J Q Q Z F-- W Z c W U) ❑ W W } FU Z � W Q) Z ❑ J W J � N 3 3 <L Bluewater Cove Development Review Application Page 3.1 PART THREE REZONING & TEXT AMEN DM ENT TO THE GULF STREAM DESIGN MANUAL A. Description and Justification for the Rezoning The rezoning of the 11.8 acre subject property will be processed concurrently with the Comprehensive Plan amendment to change the Future Land Use Map designations on the property. As noted in Part Two of this application, the subject property consists of portions of two adjacent undeveloped parcels that are situated to the east and west of one another. The 7.07 acre parcel to the east, which abuts the Intracoastal Waterway, is owned by the Florida Inland Navigation District and is zoned P (Public Facilities District). The 7.65 acre parcel to the west, owned by Gulf Stream Golf Club, fronts on US 1 and is zoned OR (Outdoor Recreational District). The proposed rezoning includes all 7.65 acres of the Gulf Stream Golf Club property and the south 4.15 acres of the F.I.N.D. property (see Exhibit 3-A, Existing Zoning Map). There a two zoning designations being requested for the subject property. The requested zoning designation for the south 7.64 acre (Bluewater Cove) portion of the subject property is RS-P (Residential Single Family — Place Au Soled) (see Exhibit 3-13, Proposed Zoning Map). The maximum density permitted within this zoning district is 2.9 dwelling units per acres, which would permit 22 single family dwelling units on the parcel. It is noted, however, that the proposed development plan for the rezoned area includes only 14 single family dwelling units on 7.64 acres resulting in a density of 1.83 dwelling units per acre. The requested zoning designation for the north 4.16 acre portion of the subject property that is being transferred from Gulf Stream Golf Club to F.I.N.D. is the same as the remaining F.I.N.D. property to its east, P (Public Facilities District) (see Exhibit 3-13, Proposed Zoning Map). The justification for the rezoning is the same as for the Comprehensive Plan Amendment to change the future land use map designations on the property. The ultimate goal is to permit residential development on the subject property while creating a reconfigured F.I.N.D. parcel with the same zoning and size as its original parcel. In addition to the obvious economic benefits to the residential developer, the Town will also benefit from this proposal. Being nearly completely built -out, the Town's potential for future growth is extremely limited. The proposed rezoning will allow for the development of 14 additional residential units. The elimination of a potential future recreation area is not an issue since it is not needed to service the Town's projected population growth. The property's location on the west side of the Intracoastal Waterway separates it from the majority of the town's residents on the east side. This further limits its value to the town as a recreational facility. As undeveloped private property, the open space does not provide any real benefits to the quality of life of the town's residents. And since it is unlikely to be developed under its current zoning, the parcel has no real fiscal value to the town as well. Under its existing zoning, the current Gulf Stream Golf Club property only generated $471.50 in property taxes to the Town in 2020. As noted in Part Two of this application, the proposed rezoning and subsequent single family development will generate a substantial increase in revenue to the Town to use for the benefit of all its residents. B. Compatibility with Surrounding Properties In terms of compatibility, the requested zoning of RS-P (Residential Single Family — Place Au Soled) for the south 7.64 acre (Bluewater Cove) portion of the subject property is the same as that of the adjacent neighborhood to the south and the requested zoning of P (Public Facilities District) for the north 4.16 acre portion of the subject property that is being transferred from Gulf Stream Golf Club to F.I.N.D. is the same as the remaining F.I.N.D. property to its east. See the Compatibility Section within Part Two of this application for a detailed analysis of compatibility with surrounding and adjacent land uses and zoning districts. ® RECEIVED MAR — 3 2021 Town of Gulf Stream, FL Bluewater Cove Development Review Application Page 3.2 C. Consistency with the Goals, Objectives and Policies of the Comprehensive Plan and LDRs See the Comprehensive Plan Consistency Section within Part Two of this application for a review of relevant comprehensive plan goals, objectives and policies. With regard to the proposed Bluewater Cove development project, a letter from the project architect addressing consistency with Section 66-144 of the Town Code is attached as Exhibit 3-C. D. Level of Service Analysis of Public Facilities and Services An analysis of how the proposed rezoning will impact facilities and services at the maximum density permitted under the proposed zoning district is included in Part Four of this application. E. Text Amendment This text amendment to Section 70-71, Setbacks, of the Gulf Stream Design Manual is being requested for the sole purpose of providing additional space in the rear yards of the proposed lots to accommodate swimming pools. The Bluewater Cove property is a long, narrow parcel with a width of only 274 feet. The only reasonable way to develop the property is with lots on both sides of a central roadway. Given the large size of the proposed lots (16,500+), this configuration results in lots that are wider than they are deep with a typical dimension of 138 feet wide by 120 feet deep (see the proposed Site Plan attached as Exhibit 2-E). After subtracting the required building setbacks, preliminary architectural plans for homes on these lots indicate that there is sufficient buildable area to accommodate superior home designs. However, buyers of large high quality homes in this area require comparable outdoor spaces and amenities, including large patio areas, landscaping and swimming pools. By reducing the rear setback for swimming pools from 15 feet to 10 feet, the proposed text amendment below will provide the additional area necessary to accommodate an outdoor amenity package that buyers have come to expect. Since the enclosed rear yards will only be visible from within each private lot, there are no impacts on adjacent properties. And since the amendment will apply onlyto the proposed subdivision, there are no potential conflicts in other areas of the town. Sec. 70-74. - Setbacks. (a) Minimum building setbacks. The following table provides the minimum setback requirements for principal and minor accessory structures. Those accessory structures not defined as "minor" shall meet the same setbacks as principal structures. Additional setback requirements apply to the second story portions of single-family homes within the Gulf Stream Core, North/South and Place Au Soleil zoning districts (See section 70-73). Gulf Stream Ocean Place au Beachfront North/South Core West Soleil Front Principal 30 30 25 30 30 Address other Minor than A1A Acc. 25 30 25 25 25 Principal Total of both side setbacks shall be a minimum of 30% of the lot width; Side however, no single side setback shall be less than 15 feet. Interior Minor Acc. 12 15 15 12 12 Street Principal 20 30 20 20 20 Not front nor Minor A1A Acc. 17 25 17 17 17 ► RECEIVED MAR — 3 2021 Town of Gulf Stream. FL Bluewater Cove Development Review Application Page 3.3 Principal 20 20 25/CCCL' 20 20 Rear Interior/Beach Minor 15 15 15/CCCL * 15 15 '--' Acc. A1A Principal 30 50 50 Regardless of Minor 25 30 30 N/A N/A Address Acc. Water Principal 50 " 30 30 30 Connected to Minor N/A ICWW Acc. 20 20 20 20 CCCL refers to the Coastal Construction Control Line established in 1978. ** Refer also to section 70-750). *** The minimum rear setback for swimming, pools in Place Au Soleil Addition No 3 shall be 10 feet measured to edge of water. (b) Special setback requirements. (1) Effective lot area. All setbacks shall be measured from the lot lines established under the effective lot area definition. (2) Driveways. A five-foot minimum setback is required except for the driveway apron. (3) Patios and decks up to eight inches higher than highest abutting grade. The setback is a minimum of three feet from all property lines. (4) Walls and fences adjacent to streets. No setback is required provided the wall or fence is located on the property (not on the right-of-way) and at least five feet from the edge of the pavement. Walls and fences in the Ocean West District shall be a minimum of 12 feet from the A1A right-of- way line. At street corners, a visibility triangle shall be provided for a minimum distance of ten feet in both directions from the intersecting point of property lines. No wall or fence shall be located in the visibility triangle. (5) Walls and fences not adjacent to streets. No setback is required. ® RECEIVE® MAR - Town of 3 Gulf Stream, FL 1 Ire �- Subject Property � S r nr ,r► - \ rr 4 ,Fir} /t N e t s , rips \ �� atrAr OR` t M Ow coRTex�TE Y � / i 1! � ' t �A•' ��n�Yx tos? sr 3 Ojw P Is 1 � a tv 'Tr 14.. 00 IV OR its • �i9�.✓/.�lJ'f��/��1�1�3•TJf/K7 � i 7 OI ��Iv ' M` ,�; ,�. � / /! !OS fey .aCR.vrx� !J M ' a. ' 6 s- s•+ (pA ir. /k lii. r IS tI� ,. /s ,�,• ! _ + 1 ,p• Ow Igo It \ •rxr �yt '' y/ It i! I a- •ems__-� r 4t I �f �f Y?541 n� l..,� _' .. 1 ,�wwwwwwwwwwwwr,�,� � � � •A1�f 71 ■7ff � fR r--IL ! L- !t 0% A go,- Wzt-cll". I- F -A IIUIL a-M--mm�'rcu® NJI11- Bluewater Cove - Current Zoning Map MAR -3 2021 EEEWE6,,,,�Feet 0 100 200 300 Town of Gulf Stream. Ft Subject Property zs aI ds r» O. ON ss 11 dy • �° s f+OADMrL LMRI •1/• I r it t 9 a � s' 'J 1' iJ '•i I � • • ,p, Ifl1 / 61 • � r1 � � K , N , ! 1 ♦ � y� it Is• 'ft /Y• /Q° /7rI' w r n I w' y , RS-P LT E M . 13 lT Iy. Coll 1N+Yr • V • --� IN tf +fi r � r K •� /"" ._ter =.. • I I it P. Its OF 41P AP aw. M f• r j y � � � '"' ray 0• f)OR 1 4 • + 'or 46 r 111G =Y-4iSri $ M %i !x `r nr + ~• Tftl O ')r Jx IV So r - . It � + '7 w�• I •.. t I 1 %4 1 ft12 ' 1 r M. .w w-r . w wwwr wwat w 1 ^ ff% L7(111 ail � 3w� N, Bluewater Cove - Proposed Zoning Map MAR —3 2021 Feet Town of Gulf Stream, FL 0 100 200 300 Exhibit 3-C Rustem Kupi Architect P.A. August 3, 2020 Mr. Greg Dunham Town Manager Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 RE: Water View Lane Plat Application Dear Mr. Dunham, Please accept this letter as confirmation that the architectural site plan submitted regarding the aforementioned project has been designed to be consistent with Section 66-144 of the Gulf Stream Town Code. The intent is to have the parcel of land match the adjacent Place Au Soleil single family residential zoning district. The site plan, as designed, meets or exceeds all requirements as set forth in the RS-P Place Au Soleil zoning district per the Town Code which will insure the project, when complete, will be consistent and harmonious with the existing neighborhood. At the appropriate time, residences for the individual lots will be submitted independently and shall be consistent with the Gulf Stream Design Manual, Section 66-144 paragraph (10)a,b,c,d,e and f of the Town Code, and meet all Level 3 site plan review requirements. The project will not include any entry features or monument signage. All street signs will match existing Gulf Stream and Place Au Soleil signage. In addition, preliminary drainage, utility and landscape plans have been included in the package per the Town's request. Please do not hesitate to contact my office should you have any questions or concerns Thank you for your attention. Sincerely, ;o__, Rustem Kupi RUSTEM KUPI ARCHITECT P.A. . Izectiv ® • MAR - 3 2�, TOWn Of Gulf ?1 StrOam F( 1045 East Atlantic Avenue Suite 303 Delray Beach Florida 33483 Telephone 561.272.9595 Fax 561.272.9192 E-mail KVAoffice@aol.com AA 26001638 Bluewater Cove Development Review Application Page 4.1 PART FOUR CONCURRENCY CERTIFICATION A. Analysis of Impacts on Public Facilities and Services As noted in Part Two of this application, the subject property consists of portions of two adjacent undeveloped parcels that are situated to the east and west of one another. The two parcels are being divided and then recombined in a north/south orientation so that a portion of each parcel will be swapped resulting in two new parcels running parallel to one another from the Intracoastal Waterway on the east to US 1 on the west. The northwest portion of the subject property is being transferred from Gulf Stream Golf Club to F.I.N.D., while the southeast portion is being transferred from F.I.N.D. to Gulf Stream Golf Club. When the property transfers, comprehensive plan amendment and rezoning are completed, the new F.I.N.D. portion of the subject property will be the same size and have the same future land use map and zoning designations as the original F.I.N.D. property—P (Public Facilities). Since the property transfer is essentially equal, no additional impacts on public facilities or services will be created when this parcel is ultimately used to handle dredged material from the Intracoastal Waterway. The Gulf Stream Golf Club owned portion of the subject property has a Future Land Use Map Designation of REC (Recreation) and a Zoning designation of OR (Outdoor Recreational District). This land use and zoning would allow future development for a variety of recreational uses. Depending on the specific use and level of intensity, the demand on public facilities and services could vary greatly. Since any development permitted under the current designations would reduce the net change in a comparison with development permitted under the proposed designation, for the purpose of this analysis, it will be assumed that the property has no existing development potential. In this way, the analysis will allow the Town to ascertain the maximum impact of the proposed amendment/rezoning and subsequent residential development. The following analysis addresses how the proposed SF ( Single Family) Future Land Use designation and rezoning to RS-P (Residential Single Family— Place Au Soleil) will impact public facilities and services within the Town of Gulf Stream at the maximum density allowed under these designations. Since an application for a Level 3 Site Plan Approval is being submitted concurrently with the requested Future Land Use Map and zoning changes, the maximum density is assumed to be that of the proposed Bluewater Cove development-1.83 units per acre. An average household size of 2.18 persons per unit, from the 2010 U.S. Census, was used to determine the increase in population. 1. Potable Water The Level of Service Analysis table in the Capital Improvement Element of the Comprehensive Plan (page 9-1) indicates the projected demand for potable water at the adopted LOS of 979 gallons per capita per day through the year 2029. That table has been expanded below to include the additional 2029 demand that would be generated under the proposed SF future land use designation / RS-P zoning at the density of the proposed Bluewater Cove development. It is our intention that potable water will be permitted and obtained through the Town of Gulf Stream via an interlocal agreement or master service agreement with the City of Delray Beach as the ultimate supplier. Pursuant to the City of Delray Beach's Comprehensive Plan, its water treatment plant has a capacity of 26 million gallons per day. Since the City's projected demand in 2030, including the Town of Gulf Stream, is only 17.65 million gallons per day, the City's system has more than enough capacity to meet the additional demand at the proposed density of the future development of the subject property. The Engineer's certification letter is attached as Exhibit 4-A and a facilities confirmation letter from the City of Delray Beach is attached as Exhibit 4-B. ► RECEIVE® MAR — 3 2021 Town of Gulf Stream, FL Bluewater Cove Development Review Application Potable Water LOS/Year 2009 2014 2019 2024 2029 2029 (at proposed density of 1.83 du/ac) Population 754 772 778 801 810 841 Potable Water, 979 gallons per 738,166 755,788 771,452 784,179 792,990 823,339 capita per day gal/day g Y gal/day gal/ Y gal/day al g/ Y gal/day al g/ Y gal/day al g/ V gal/day 2. Sanitary Sewer. Page 4.2 The Level of Service Analysis table in the Capital Improvement Element of the Comprehensive Plan (page 9-1) indicates the projected demand for sanitary sewer at the adopted LOS of 160 gallons per capita per day through the year 2029. That table has been expanded below to include the additional 2029 demand that would be generated under the proposed SF future land use designation / RS-P zoning at the density of the proposed Bluewater Cove development. It is our intention that sanitary sewer service will be permitted and obtained through the Town of Gulf Stream via an interlocal agreement or master service agreement with the City of Delray Beach as the ultimate provider. Pursuant to the City of Delray Beach Comprehensive Plan, the design capacity of the South Central Wastewater Regional Treatment Facility is 24 million gallons per day, but will be expanded to 30 million gallons per day. The Engineer's certification letter is attached as Exhibit 4-A and a facilities confirmation letterfrom the City of Delray Beach is attached as Exhibit 4-B. Sanitary Sewer LOS/Year 2009 2014 2019 2024 2029 2029 (at proposed density of 1.83 du/ac_) Population 754 772 778 801 810 841 , Sanitary Sewer, 160 gallons per 120,640 123,520 126,080 128,160 129,600 134,560 capita per day gal/day gal/day gal/day gal/day gal/day gal/day 3. Storm Water Management FEMA Flood Map A section of the FEMA Map showing the Bluewater Cove portion of the subject property is depicted above. As shown on the map, the west area of the this property adjacent to US 1, is located in Flood Zone X. This ® RECEIVED MAR — 3 2021 Town of r.,af oi..._ Bluewater Cove Development Review Application Page 4.3 zone, outside the 100 yea rfloodplain, is an area of minimal flood hazard. The rear portion of the property is located with two flood zones, Flood Zone AE, a high risk flood area within the 100 year floodplain (1 percent probability of flooding in a year), and Flood Zone X500, a moderate risk flood area between the limits of the 100 yearfloodplain and the 500-yearfloodplain (0.2 percent probability of flooding in a year). Pursuant to Policy 4.C.1.1.1 of the Infrastructure Element of the Comprehensive Plan, the Town has adopted a storm water drainage level of service standard of the 24-hour, 3-year return storm event for the town -owned drainage system. In addition to that standard, Policy 4.C.1.1.2 sets the adopted Level of Service (LOS) standard for storm water retention for new development at retainment of the first one inch of runoff on the development site. There are no existing drainage facilities on this currently undeveloped property. The property will be developed as a 14-unit single family subdivision. Required onsite drainage retention will be accommodated via underground exfiltration trenches beneath the common roadway and surface storage for larger storm events. Once the required drainage retention volume has been met, the site will be permitted to discharge or overflow into the nearby Intracoastal Waterway (ICW). There will be a control structure on the east end of the site to regulate discharge to the ICW as per South Florida Water Management District (SFWMD) Regulations. The SFWMD regulations require that we store the runoff for a 25-year, 3-day event onsite, which greatly exceeds (is more stringent than) the Town's level - of -service requirement of storing only a 3-year, 24-hour event. Additionally, the proposed drainage system will retain much more than the minimum one -inch of runoff required in Policy 4.C.1.1.2 for new developments. The FEMA flood map establishes the flood level in the area of the site at 6.0' NAVD. The Florida Building Code establishes the minimum finished floor elevation at 12 inches above FEMA, which would be 7.0' NAVD. However, our storm water modeling shows the 100-year, 3-day storm event staging up to an elevation of 7.7' NAVD, so we have rounded up and established the minimum finished floor elevation at 8.0' NAVD. Upon final grading of the lots, we may actually go HIGHER than the minimum 8.0' elevation, especially on the west side of the site where the natural grades are higher. It is noted that the elevation of US-1 for the frontage of the site is about 10.0 to 10.5' NAVD. The Engineer's certification letter is attached as Exhibit 4-A. 4. Solid Waste Residential solid waste, yard waste, and recycling pick-up from the proposed single-family residential development will be collected curbside by Waste Management and disposed of at the Palm Beach County Solid Waste Authority's facilities. The Level of Service Analysis table in the Capital Improvement Element of the Comprehensive Plan (page 9-1) indicates the projected demand for solid waste disposal at the adopted LOS of 7.13 pounds per capita per day for domestic waste and 17 pounds per capita per day for yard waste through the year 2029. That table has been expanded below to include the additional 2029 demand that would be generated under the proposed SF future land use designation and RS-P zoning district, at the density of the proposed Bluewater Cove development. Solid Waste LOS/Year 2009 2014 2019 2024 2029 2029 (at proposed density of 1.83 du/ac) Population 754 772 778 801 810 841_ Solid Waste, 7.13 lbs. per capita 5,376 5,504 S,618 5,711 5,775 5,996 per day for lbs./day lbs./day lbs./day lbs./day lbs./day lbs./day domestic waste; Bluewater Cove Development Review Application Page 4.4 17 lbs. per capita 12,818 13,124 13,396 13,617 13,770 14,297 per day for yard lbs./day lbs./day lbs./day lbs./day lbs./day lbs./day waste Pursuant to the annual capacity letter from the Solid Waste Authority, dated February 3, 2020 (Exhibit 4-C), "As of September 30, 2019, the Authority's Landfill located at the Palm Beach Renewal Energy Park has an estimated 27,117,425 cubic yards of landfill capacity remaining. Based upon the existing Palm Beach County population, the most recently available population growth rates published by the University of Florida Bureau of Economic and Business Research (BRBR), medium projection, projected rates of solid waste generation, and waste reduction and recycling, the Authority forecasts that capacity will be available at the existing landfill through approximately the year 2053." Based on this letter , the Solid Waste Authority has more than enough capacity to meet the additional demand that would be generated under the proposed SF future land use designation and RS-P zoning district, at the density of the proposed Bluewater Cove development. 5. Parks and Recreation Pursuant to the Level of Service Analysis table in the Capital Improvement Element of the Comprehensive Plan, the 178 acres of recreation is adequate to meet the demand of the projected population in 2029. The Comprehensive Plan projects a population of 810 persons in the Town in the year 2029. Adding an additional 31 residents generated under the proposed SF future land use designation / RS-P zoning at the density of the proposed Bluewater Cove development results in a revised 2029 projected population of 841. Even after the loss of 7.6 acres of recreational land as a result of this amendment, there will still be a total of 170.4 acres of public and private recreational facilities available to meet the 2029 projected demand of 168.2 acres. Parks and Recreation LOS/Year 2009 2014 2019 2024 2029 2029 (at proposed density of 1.83 du/ac) Population 754 772 778 801 810 841 Parks and Recreation, 0.2 acres per resident 178 acres of public and private recreational 150.8 154.4 157.6 160.2 162 168.2 facilities available 6. Traffic Circulation Pursuant to Policy 2.1.1.1 of the Transportation Element of the Comprehensive Plan, the Town has adopted a peak hour LOS standard D for both Collector and Arterial roadways. Additionally, Policy 2.1.2.4 of the same element requires that new development and redevelopment comply with the Palm Beach County Concurrency standards for the roadway network, and that any required transportation facilities associated with new development or redevelopment shall be in place or under construction within three years of the issuance of the first structural building permit for the new construction. A Traffic Study for the subject property comparing the maximum impact of development permitted before and after the proposed Comprehensive Plan Amendment has been submitted with this application. The Traffic Study concluded that, "...the traffic generated by the proposed change in Future Land Use does not significantly impact any roadway links. Therefore, the proposed change in the Future Land Use designation for the subject parcels meets the requirements for the change to the Town of Gulf Stream's Comprehensive Plan." ® DECEIVE® q MAR - 3 2021 TOWn of Gulf Stream, FL Bluewater Cove Development Review Application Page 4.5 DailyLand Use Intensity Total In Out Total In out Existing FLU Public Park 7.647 acres 6 0 0 0 1 1 Government Office 44.071 SF 996 147 110 0 37 75 19 56 Subtotal 1002 147 110 37 76 20 56 Pass -By Capture Public Park 0.0% 0 0 0 0 0 0 Government Office 10.0% 100 15 0 11 4 8 2 6 Subtotal 100 15 11 4 8 2 6 Driveway Volumes 1002 147 110 37 76 20 1 56 Net New External Trios Proposed. 902 RU - Maximum 132 Development 1 9 of Site 33 Intensity 68 18 50 Single Family Detached 14 DU 140 10 3 7 15 9 6 Government Office 44.071 SF 996 147 110 37 75 19 56 Proposed FLU - Existing FLU (Long Range Analysis) -762 .122 -96 -26 -53 -9 -44 Land Use Daily AM Peak Hour PM Peak Hour Pass B Single Family Detached 30trips/DU 0.74 trips/DU (25% in, 75%out) Ln(T)=0.96-Ln(X)+0.20(63%in, 37%out) 0.0% Public Park 0.78 trips/acre 0.02 trips/acre(59%in,41%out) 0.11 trips (55%in, 45%out) 0.0% Government Office 22.59 trips/1,000 sf 3.34 trips/1,000 sf(75%in, 25%out) 1.71 trips/1,000 sf(25%in, 75%out) 10.0% A second Traffic Study for the proposed Bluewater Cove development concluded that, "the traffic generated by the proposed development program meet the defined criteria of the Palm Beach County Traffic Performance Standards Ordinance. No mitigation measures are proposed by this project." The traffic impacts of the proposed development is given in the table below. 7. Mass Transit The Town of Gulf Stream's Comprehensive Plan does not have specific adopted level of service standards for mass transit. Palm Tran services the area with its Bus Route 1 which runs along US 1 from Boca Raton to Palm Beach Gardens. There is a bus stop (#303) adjacent to the subject property for northbound buses and a sheltered bus stop (#201) adjacent to Walmart for southbound buses. From this route, it is possible to access destinations throughout the eastern part of Palm Beach county via transfers to other bus routes as well as Tri-Rail stations for commutes to locations in Broward and Dade Counties, all the way to Miami via transfer to MetroRail. 8. Public Schools The Town of Gulf Stream's Comprehensive Plan does not have an adopted level of service standard related to public school capacity. The public elementary and secondary education facilities servicing the area in which the amendment is located include Plumosa School of the Arts Elementary (grades pk-5), Carver Community Middle School (grades 6-8) and Atlantic Community High School (grades 9-12). The schools in relationship to the project site is shown on the following map. ® RECEI VE p MAR — 3 2021 Town Of Gulf Stream, FL k Bluewater Cove Development Review Application Page 4.6 GOLF Q.-Pointe Ella—twy BOYNT NBEACH Gult Sneom unwsa ^xJgd d the Mts Ekmin jf Banyan Creek El"m td :. i p S. D. Spady FJe --.y cam k j took `° I0,ay Be acn , Anew Cam�,nay t Cmmmy'6Wma -- DELRA7 BEACH Pomade an the Art & Sara Jo Koax Public Schools Serving the Amendment Area The capacity and projected FY 2021 enrollment of these schools is given in the table below. Based on the surplus capacities indicated in the table, there is adequate capacity to meet the additional demand of the 14 units within the proposed Bluewater Cove development on the subject property. School Name School Capacity Projected 2020- 2021 School 2020- 2021 School Year Year Enrollment Surplus Capacity Plumosa School of the 711 656 55 Arts Elementary School Carver Community 1,534 956 578 Middle School Atlantic Community High 2,444 2,264 180 School z,ource: vaim beacn Bouncy ncnooi ulstnct rYZUZU-trtutµ t-Ive-rear tnroument Projections memorandum 9. Fire Protection Services Fire protection for the Town of Gulf Stream is provided by the City of Delray Beach. Delray Beach Fire Rescue has five fire stations located throughout the City and one additional station in Highland Beach. Pursuant to the attached confirmation letter (Exhibit 4-D) provided by the City of Delray Beach, the City has the ability to service the proposed development with an approximate response time of 11.8 minutes. 10. Police Protection Services Police protection for the subject property is provided by the Town of Gulf Stream. Pursuant to the attached confirmation letter (Exhibit 4-E) provided by the Gulf Steam Police Department, the Town has the ability to service the proposed development with an average response time of approximately 5.15 minutes. RECEIVE® MAR — 3 202, %wn of Guff Stream, FL EnviroDesign Associates E(�. L'�'WYi .k?:'1'd:�C: SIy n,CUf71 EXHIBIT 4-A 4 July 020, RE: Development Review Application for Water View Lane — Engineering Stat4nt �! To Whom it May Concern: This engineering statement is being provided on behalf of Water View Lane, LLC in conjunction with a request for an amendment to the Town's Comprehensive Plan relative to the subject development. • Provide a statement from a qualified professional regarding the provision of sanitary sewer service for the proposed subdivision. . 1 c'1711'� 101.1 s it 1` colleclioll sl'slel77 11 illl)1'ol'ldc AYn71lU/.1 .CClre/" to 117C li)l1l'teC17 in(lil'01101 170177C files. There isa l0 s1(111017 propped oil the Ives/ side olthC site 11Nell Will 117C17l)linll) /he ce'lrolle' into the 1771117iCil)(11 AC11-0' el'slc!]7 located (I fC'll' 171117dred I'ard.s wilt 7 0/ the site ill the 1 S-1 righl-ol- 11'a1'. T17is' .1:1'slcln is olllned and n7Cti77tuined /I- thSel'1'IC e ( ill' of Delrm' Beach, w the sciver c' 11'dl idlillittICll' hC l)rol-ided hl' dT ( ill' of De/raY BeoCh Vitt U 17l'01)ONCd i17le1'loe4ll agl'eel7le171 11'ilh the 1011'11 of Gild.slrcaill. ('01717CClin" 10 117C nun7i(il)al sclr'I- sVslerll Of DC/rclY B'a(h, as (1Cs(rihcd uhOVC, COn11)li('8 frith the � )(11s (117d 01))Ccli1'CS Ot 117C 1'o11'17 milai:l'SClrel, Slib-c1ClnC171 of the ('olllp Phin. .Specilic'a111'. the 160 (allons 1)Cr ((il)ila l)'l' &W .cClrCr 1-'yitirC117e71 of Policy 4A,1.1.1 and 4..1.1.1.2 will be nlet. 11ol-Corel-, POlicl' 4.- 1. 1. 3. 1 C17CO1nW ITA 1hC 1'011.17 10 Oiler i 17C;�Olicrti0ns With n'i;hborir>g Like DClrnt' Beach 1Or the provi.Nioa of nnmicipol ,�elivr wrr-icc,. 117 Uddilioll, thi.� deivlol)ntCnt Will aclhcr' 10 ,SCCliO17 44-102 of the Town (code ct.S tilllolr.c: t(iJ oilr ellrineering, ch'(111'illgs veci& 117C 11'l)e (liul location olli'tolelrater livallnent t[lcililiCs to he u.,cd 1)Y this derelopil/c/it and (h) ltpoil ('onipletion of the Inll)1'ol'c'117c'171s (1I1(11)1101i to iss71a11(' of 0 (C7'lif(Ule of o(Clll)(117(1'. We Will Obtain a ('0111711' 11C01117 DCl)l1)'rmil lhr tilt' o1)Cr(llion of117C sCll`tlgc dispmal locilili',s and connection to oll-eile n''(lln7cnl and dispo.vil lllcililleti frill he completed. in�l)ccled and appro red. .1 1711.S hCC17 S071 10 the ( ill' Of Del/-1' Beach to confirill capa'ih' and availahilill too. the 117oxhilltill allollvd dC17.Sill' of 22 w i1.s. .4 c'o1)1' ofthat r'c/nest i.S attached. • Provide a statement from the City of Delray Beach that potable water service can be provided for the additional dwelling units proposed. Also the applicant should provide a staternent on how the proposed subdivision would comply with the Town's Comprehensive Plan and section 44-59 of the Code of Ordinances 111'(111C.s1 17,0 11CC11 sClll 10 thee ( !tl' of Delniv Beach to confirm baler ca1)acitl, ill) to the 111U.Ci1111ni1 of 2 Pes'idential lli'lit.s'. A c•o1)1' of that re(lites'l isattached. ThC Citl' olDell'a1' Beach Will Co171111i1 to at /cast 9-9 alloas per (clluto pCl' dal' in 0CC(lydai7CC frith 117C 1)oliClec of 117e Tolrii'c Potable iI'oter O:\2019\19086-GulfStream GC Residential -Ironwood Properties\MISC DOCS\Engineering Cert for Comp Plan (2).doex 298 Pineapple Grove Way • Delray Beach, Florida 33444 Phone (561) 274-6500 Fax (561) 274-8558 Szrh-clement of the ('un71) Plrm cmhl gill also conur7ii to 1n•o1"icling minimiun hresstrrc.c (0rcl technical sl)ccifications orulinul in Section 44-59 o/ the ( 'ocle of (h dincntcc�. • Provide a statement from a registered civil engineer addressing how stormwater drainage will be addressed on site. The statement should include how the subdivision's stormwater drainage plan will comply with the Level of Service standard as described in the Town's Comprehensive Plan and Code of Ordinances. Required ch-aina,ge retention oil the site lvd/ he provicle(l via cr conahitration of ch-1. �Ictention arccr(.$) and extiltratiort .sastc�ms. Once the retcn//.oil vo/tnne ha.c hee/t met. the site will he perrrlitted to discharge or orer/lo1r into the ncarhv haracoasml it 'aterival, (IC'IV). Thera frill he u c01717'01 structrnV on the cast cma of they sitc to re(lulatc dischor-e to the R'll' us per South Floricict 11'ater -Ll(nta,cmmlt District (SFIt".11D1 Re-ulations. The SFii'tlt) rc(Yulation.s rcgttirc that ire store the rrnrnff lur a 5-vctnr, 3-(hiv c vew oll,0e. 11-hich �tireat/l. exceeds (i.c more strim,"cnt than) the Toirn '.s level-ot_.scr1•ice rcgirircmery of storing, only the 3-1 emm, ?-t-hour c>>•cnt tut nc>>r cicrclolunWnts Jnn-suc a to Policy 4. ( '.1. 1.1. Idditiollolly, the prnposcd cJrailm c sysIe/n i1 ill rctaiir much more 111c117 the minu77tnn ur7c-irlch o/ 1-1.117o// regtrirecl in Polic'i' 4.C.1.1 ' ter new cicl•cloPillerats. Please feel free to contact me with any questions. Certified By: EnviroDesign Associates,_ Inc. r I rF Jo.se0i A. Pike, P.E #42696 C� ificate of Authorization #6506 RECEIVED Associates, Inc. �OWn of Gulf Strearn, FL July 15, 2020 Engineering Statement Waterview Lane e Gulf Stream, FL Page 2 of 6 Exhibit 4-B CITY OF DELRAY BEACH UTILITIES DEPARTMENT 434 S. SWINTON AVE • DELRAY BEACH • FLORIDA 33444 • (561) 243-7000 July 6, 2020 Mr. Joseph Pike, P.E, EnviroDesign Associates, Inc. 298 Pineapple Grove Way Delray Beach, Florida 33444 RE: Availability of Water & Sewer Service Water View Lane (Town of Gulfstream) Proposed redevelopment at Ave Au Soliel, Town of Gulfstream Mr. Pike, Delray Beach Florida A1FAMcaCIty II 1"3.2001.2017 The proposed development is connected to the City of Delray Beach service area; therefore, the city would be the provider of water and sewer service. At this time, based on estimated sewage flow calculations submitted by your firm dated June 17, 2020, it appears adequate treatment capacity for both water and sewer are available to serve the proposed project. However, if mains and/or services require extension to serve the project, or if an upgrade is required to a downstream lift station, all costs associated with such design and construction upgrades will be the responsibility of the developer. Upon review and approval of the site engineering plans, calculations, and payment of required fees, the city can reserve capacity for your project. Currently, reclaimed water for irrigation is not available in this area. If you have further questions or require additional information, please do not hesitate to contact this office at (561) 243-7322. Sincerely, Victor Majtenyi Deputy Director of Utilities REcE1VE� Water Sewer Availability � • Taquiza (OG Bar), 04.01.2020.doc MAR ` 3 Town of Gulf Stream SERVICE • PERFORMANCE - INTEGRITY • RESPONSIBLE • INNOVATIVE TEAMWORK , FC Exhibit 4-C February 3, 2020 ol,N 11yRI,,, LH r,>r. pia iP',v v;TF S01, 1111ON,; Daniel Pellowitz Executive Director Solid Waste Authority 7501 N. Jog Road West Palm Beach, FL 33412 Subject: Availability of Solid Waste Disposal Capacity Mr. Pellowitz: The Solid Waste Authority of Palm Beach County (Authority) hereby provides certification that the Authority has disposal capacity available to accommodate the solid waste generation for the municipalities and unincorporated county for the coming year of 2020. This letter also constitutes notification of sufficient capacity for concurrency management and comprehensive planning purposes. Capacity is available for both the coming year, the five year, and ten year planning periods that may be specified in local comprehensive plans. As of September 30, 2019, the Authority's Landfill located at the Palm Beach Renewable Energy Park has an estimated 27,117,425 cubic yards of landfill capacity remaining. Based upon the existing Palm Beach County population, the most recently available population growth rates published by the University of Florida Bureau of Economic and Business and Research (BEBR), medium projection, projected rates of solid waste generation, waste reduction and recycling, the Authority forecasts that capacity will be available at the existing landfill through approximately the year 2053. The Authority continues to pursue options to increase the life of its existing facilities and to provide for all of the County's current and future disposal and recycling needs. As part of its responsibility, the Authority is providing this annual statement of disposal capacity, using the most current BEBR projections available. Please provide copies of this letter to your plan review and concurrency management staff. If you have any questions or I can be of further assistance, please do not hesitate to contact me. Sincerely, */� &A�31V- ,�Jo Mary Beth Morrison Director of Environmental Programs 7501 North Joy Road, West Palm Beach, Florida 33412 (561) 640.4000 FAX (561) 640-3400 Exhibit 4-D CITY OF DELRAY BEACH AVL4yBtaCr. FIRE -RESCUE DEPARTMENT Serving DELRAY BEACH GULF STREAM HIGHLAND BEACH Michael Covelli Covelli Design Associates, Inc. RE: Delray Beach Fire Rescue ability to service Water View Lane Development. Michael, Delray Beach Fire Rescue (DBFR) provides service to the City of Delray Beach, Town of Highland Beach, and Gulf Stream. Delray Beach Fire Rescue as five fire stations throughout the city, with one additional station in Highland Beach. We staff those six stations with a no less than 41 firefighters each day. Those firefighters' staff six frontline suppression units, six frontline rescue trucks and one special operations truck. If for any reason a DBFR unit was unable to respond to your location, we have an automatic aide agreement with both Boynton Beach Fire Rescue, and Palm Beach County Fire Rescue. Either of these departments will send the closet unit to an emergency in your area. DBFR's average response time to Federal Highway and Gulfstream Blvd is 11.8 minutes. Please let me know if you need anything additional from us. Respectfully, Steve Moews--�%- s- Division Chief Fire and Life Safety Delray Beach Fire Rescue rOwo°fGill � z� yam FL FIRE -RESCUE DEPARTMENT HEADQUARTERS 501 WEST ATLANTIC AVENUE DELRAY BEACH, FLORIDA 33444 (561) 243-7400 (561) 243-7461 Excellence In All We Do..... Exhibit 4-E V1611rd K. Allen Chief of Police Michael Covelli. ASLA/AICP Covelli Design Associates. Inc. The Gulf Stream Police Department provides services to the municipal limits of the Town of Gulf Stream: from the northern terminus of the Town limits at AlA and Little Club Road, to the southern terminus at Pelican Lane and A1A on the barrier island; and to the Place Au Soleil community east of Federal Highway beginning at the intersection of Federal Highway and Avenue Au Soleil. The Gulf Stream Police Station is located on the east side of the intracoastal waterway, at 246 Sea Road. The Gulf Stream Police Department has 13 approved positions, including a Chief, Captain, two Sergeants, and nine Officers. If for any reason a GSPD officer or supervisor was unable to respond to your location, we have an interlocal agreement with other local police departments that assist when necessary. GSPD's average response time to the Place Au Soleil community, located directly to the south of your proposed development, is 5.15 minutes. This figure includes an average response time of approximately 4 minutes for emergency 911 calls, and 7 minutes for non -emergency calls, and is dependent on traffic and bridges. If you require any additional information, please let me know. Best regards, Edward K. Allen Chief of Police 246 Soa Road, (iulf Slieaw. Hori la =183, Administration 1 �;61) 2178-861 1 ® ReC'e'V tD MAR TOwn of Gulf 3 20 21 "rOam, F( FUTURE LAND USE PLAN AMENDMENT TRAFFIC EVALUATION BLUEWATER COVE, FUTURE LAND USE PLAN AMENDMENT, MAXIMUM DEVELOPMENT INTENSITY GULF STREAM, FL RECEIVED. MAR -3 2u?1 Town of Gulf Stream, FL FUTURE LAND USE PLAN AMENDMENT TRAFFIC EVALUATION BLUEWATER COVE, FUTURE LAND USE PLAN AMENDMENT, MAXIMUM DEVELOPMENT INTENSITY GULF STREAM, FL Prepared by: Kimley-Horn and Associates, Inc. West Palm Beach, Florida Kimley '>>> Horn May 20, 2020 Revised June 20, 2020 Revised December 24, 2020 Kimley-Horn Project # 140732000 CA 00000696 Kimley-Horn and Associates, Inc. 1920 Wekiva Way West Palm Beach, Florida 33411 561/845-0665 TEL 'ec MqR _ VAeAD IV r°wn ofG113 202, lfs1"eft' F( Stephanie A Kinlen 2020.12.24 10:29:48-05'00' Stephanie A Kinlen, P.E. Florida Registration Number 84302 Future Land Use Plan Amendment Kimley>>> Horn TABLE OF CONTENTS LISTOF TABLES........................................................................................................................ LISTOF FIGURES..................................................................................................................... INTRODUCTION........................................................................................................................3 TRIPGENERATION...................................................................................................................5 TrafficAssignment...................................................................................................................6 LEVELOF SERVICE ANALYSIS................................................................................................8 Short-range (Year 2025) Analysis............................................................................................8 CONCLUSION..........................................................................................................................11 APPENDIX A — FUTURE LAND USE MAP...............................................................................12 RFceIV MAR Eo r0wn ofGulf 3 �®�l "r°am, Fz cAusers\step hanie.kin len\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx P a g e Future Land Use Plan Amendment Kimley>»Horn LIST OF TABLES Table 1: Existing and Proposed Future Land Use Designations ............................ Table 2: Trip Generation Calculations for Maximum Proposed FLU ....................... Table3: Short -Range (Year 2025) AM Peak Hour Roadway Significance Analysis Table 4: Short Range (Year 2025) PM Peak Hour Roadway Significance Analysis LIST OF FIGURES Figure 1: Site Location...... Figure 2: Trip Assignment. MW V �oIV TOW/7OfG 3 20Z1 ulf"ream, F4 .3 .6 .9 10 4 7 c:\users\stephanie.kinlen\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx P a g e I ii Future Land Use Plan Amendment Kimley>>> Horn INTRODUCTION Kimley-Horn and Associates, Inc. has prepared a traffic analysis to evaluate the proposed conversion of the future land use designation of properties located on the east side of US Highway 1, just north of Gulfstream Boulevard, in the Town of Gulf Stream, Florida. Figure 1 illustrates the site location. The proposed Future Land Use Plan Amendment would change the existing mix of designations from a combination of Recreation and Public Facilities designations to a mix of Single -Family and Public Facilities designations. The Single -Family designation could allow a maximum of 22 dwelling units, but the Applicant has agreed to a voluntary restriction of site intensity of 14 dwelling units. Table 1 summarizes the breakdown of the existing and proposed Future Land Use (FLU) designations. Table 1: Existing and Proposed Future Land Use Desiqnations Future Land Use Designations Existing Acreage Proposed Acreage P (Public Facilities) 4.154 4.158 REC (Recreation) 7.647 0 SF (Single -Family) 0 7.643 AL Nq , �Z�D - 417 Of Gulf12, ?� "ream FC cAusers\stephanie. kin len\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx P a g e 13 Future Land Use Plan Amendment Kimley>>> Horn TRIP GENERATION Project traffic evaluated in this analysis is defined as the vehicle trips expected to be generated by redevelopment of parcels this application. For the purposes of a Land Use Plan Amendment application, the trip generation potential of the maximum development thresholds allowed by the existing Future Land Use designation are compared to the trip generation potential of the maximum development thresholds that would be allowed by the proposed Future Land Use designation. Table 2 provides a summary of the trip generation calculations for the two development conditions (Current Maximum FLU, Proposed Maximum FLU). The trips associated with the current maximum FLU were calculated using 7.647 acres of Public Park use and 4.154 acres at a 0.33 Floor Area Ratio (FAR) for the first 20,000 SF and a 0.20 Floor Area Ratio (FAR) for the remaining acreage. As shown, the net trip differential between the proposed maximum FLU designation and the current maximum FLU designation is a decrease of 762 daily trips, a decrease of 122 AM peak hour trips (-96 in, -26 out) and a decrease of 53 PM peak hour trips (-9 in, -44 out). Because the proposed change in FLU designation results in a decrease of trips, no long range (year 2040) analysis is required. The trips generated by proposed maximum development under the proposed FLU was then compared to the trips generated by the existing development on site. Because the site is currently vacant, the trip differential between the proposed maximum FLU designation and the existing development on site is an increase of 140 daily trips, an increase of 10 net new AM peak hour trips (3 in, 7 out), and an increase of 15 PM peak hour trips (9 in, 6 out). This trip differential was used to conduct the short range (year 2025) roadway analyses. I?A'�C� VA Toy, of 3 f slr�am �� c:\users\stephanie.kinlen\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx Page 15 Future Land Use Plan Amendment Kimley>»Horn Table 2: Trip Generation Calculations for Maximum Proposed FLU Land Use Intensity DailyTrIps AM Peak Hour PM Peak Hour Total In Out Total In Out Existing FLU Public Park 7.647 acres 6 0 0 0 1 1 0 Government Office 44.071 SF 996 147 110 37 75 19 56 Subtotal 1002 147 110 37 76 20 56 Pass -By Capture Public Park 0.0% 0 0 0 0 0 0 0 Government Office 10.0% 100 15 11 4 8 2 6 Subtotal 100 15 11 4 8 2 6 Driveway Volumes 1002 147 110 37 76 1 20 1 56 Net New External Trips Proposed FLU 902 - Maximum 132 Development 1 99 of Site Intensity 33 68 1 18 1 50 Single Family Detached 14 DU 140 10 3 7 15 9 6 Government Office 44.071 SF 996 147 110 37 75 19 56 Proposed FLU - Existing Development on Site Proposed FLU -Existing FLU Long Range Analysis) 1136 -762 1 157 -122 113 -96 44 261 90 -53 1 -9 .44 Land Use Daily AM Peak Hour PM Peak Hour Pass By Single Family Detached 10 trips/DU 0.74 trips/DU (25%in, 75%out) Ln(T) = 0.9G-Ln(X)+0.20 (63%in, 37% out) 0.0% Public Park 0.78 trips/acre 0.02 trips/acre (59% in,41% out) 0.11 tnps(55%in, 45%out) 0.0% Government Office 22.59 tops/1,000 sf 3.34 trips/1,000 sf (75%in, 25%out) 1.71 trips/1,000 sf (25%in, 75%aut) 10.0% TRAFFIC ASSIGNMENT The daily, AM, and PM peak hour trips associated with the proposed change in the Land Use designations were assigned to the surrounding transportation network. This distribution was based on a review of the surrounding land uses and roadway network. The trip assignment is illustrated in Figure 2. 70497 of�'l//f 3 Strum F` c:\users\stephanie.kinlen\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx Page 16 FF�FRq WqY OLD DIXIE HIG HWAY `� W H LL SEACREST BOULEVARp,ax__ z 0 W > L O N � 0 W CO W W U //^: W LL a W � J z 0 a o u W 0 W W J AIAR Dlw Town ofG� 3 ?0�� l tram �` Future Land Use Plan Amendment Kimley>»Horn LEVEL OF SERVICE ANALYSIS Roadway segment level of service analyses were conducted to address the traffic conditions for the short-range (2025) planning horizon. SHORT-RANGE (YEAR 2025) ANALYSIS The short-range (2025) analysis examines the AM and PM peak hour traffic volumes on roadway links impacted by the potential Future Land Use Designation change. The comparative analysis for the short-range condition examines the impact of the net change in traffic between the existing maximum future land use to the proposed maximum future land use as shown in Table 2. Project traffic is determined to have a significant impact on the roadway links if the project adds 3% of the LOS E one-way peak hour directional volume on any roadway, based on the roadway link analysis methodology defined in Article 12 of the Palm Beach County traffic performance standards in the Unified Land Development Code (ULDC). As shown in Table 3 and Table 4, the proposed Land Use Change will not significantly impact any roadway links. Therefore, no further analysis is required. REc�IV MAR , �'ov r°wo ofG 3 202, u/f"raam, F, c:\users\stephanie.kinlen\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx Page 18 Future Land Use Plan Amendment Kimley»>Horn Table 3: Short -Range (Year 2025) AM Peak Hour Roadway Significance Analysis z z z z zz z z o o e o o e o C9 o n m Li cNn o a o o o o 0 o o o z z z z z z z z v e t o o e o v m � 1 o 0 0 0 o a c o e O O O O O O oc o0 of o0 o0 m O W O W '-i v - v > > J ao o o o C E Lou m > x o x x t9 o N j j O J 3 E z a = a m = Y 3 O CO -O o L J m 00 00 DD L O � x S x S bu fp . io ro m v o o a, o O �e — 4R D iv �OWo of f I Y 1 �ulfsfr'6177 F cAusers\stephanie. kinlen\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx P a g e 19 Future Land Use Plan Amendment Kimley»)Horn Table 4: Short Range (Year 2025) PM Peak Hour Roadway Significance Analysis O O O O O O O O Zzzzzzzz oe�eee�e .. I o N m g m o .;m �000000 0 o o o o o ZZZZZZZZ °eoo�o�e m o o oa n �n v v 0 0 0 0 0 0 o' o o o o 0 w ao 0o as o0 00 � m 0 0 0 0 a -O > m° E Y o v `v iu a v a w a' m° E m m 73 3 o o u o 7. o mmmLtYmE os= Rtci MqR , �E®IV tow/ of Gulf sty ��nl F� c:\users\stephanie.kinlen\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx P a g e 1 10 Future Land Use Plan Amendment Kimley>»Horn CONCLUSION The foregoing evaluation has been conducted to evaluate the traffic -related impacts of the proposed maximum development under the proposed Future Land Use (FLU) designation of Single Family. The properties are located on the east side of US Highway 1, just north of Gulfstream Boulevard, in the Town of Gulf Stream, Florida. Based on the analyses conducted, the traffic generated by the proposed change in Future Land Use does not significantly impact any roadway links. Therefore, the proposed change in the Future Land Use designation for the subject parcels meets the requirements for the change to the Town of Gulf Stream's Comprehensive Plan. A., RECEIVE MAR _ � • 310?1 town of Gulf Stream F( cAusers\stephanie. kin len\desktop\140732000 - bluewater cove\2020-12-22-bluewater-lupa-maxdev.docx P a g e 1 11 Kimley»>Horn APPENDIX A — FUTURE LAND USE MAP A111h, RE�FIV MAR ` E� � 3 2�'21 TOwn OfGulf"rO am, F( 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 r i� t ON ABI 5f1 z 00 Q uBId GUS GAOO J3}BMenIe OIIVV42HOS MAR - 3 2021 Town of Gulf Stream, FL Exhibit 2-C N Bluewater Cove - Current Land Use Map 0 1010-Feet Exhibit 2-D N Bluewater Cove - Proposed Land Use Map Feet 0 100 200 300 Kimley»>Horn June 20, 2020 Revised December 22, 2020 Ironwood Development, Inc. Attn: Cary Glickstein 1118 Waterway Lane Delray Beach, FL 33483 RE: Bluewater Cove — Traffic Impact Evaluation Gulf Stream, Florida Kimley-Horn # 140732000 Dear Mr. Glickstein: Kimley-Horn and Associates, Inc. has prepared a traffic impact evaluation for the proposed development of 14 residential units on the east side of Federal Highway, just north of Gulfstream Boulevard in the Town of Gulf Stream. The site is currently vacant and proposed to be developed by the end of 2025. Figure 1 illustrates an aerial view of the site location. A site plan has been attached for reference. Access to the site is proposed to be provided via a full -access connection to Avenue Au Soleil which provides signalized access to Federal Highway. The Parcel Control Numbers (PCNs) for the project site are as follows: 0 20-43-46-04-00-000-1010 • 20-43-46-04-00-000-1090 TRIP GENERATION A trip generation comparison was conducted to compare the previously approved and currently proposed program of development. To conduct the analysis, trip generation rates and equations published by the Palm Beach County Traffic Division were used. Table 1 summarizes the trip generation comparison for the proposed development on site. As shown in this table, the proposed development plan results in an addition of 140 net new external daily trips, 10 net new external AM peak hour trips (3 in, 7 out), and 15 net new external PM peak hour trips (9 in, 6 out) in. Because the proposed additional development results in an increase in peak hour trips, Test 1 and Test 2 analysis is required. Based on the trip generation calculations and the analysis thresholds established in Article 12 of the Palm Beach County Unified Land Development Code (ULDC), it was determined that the radius of development influence is limited to the directly accessed links. RECEIVED MAR -a VIA town of Gulf Stream, FL kimley-horn • 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 561 845 0665 Kimley>>>Horn Table 1: Trip Generation Comparison Page 3 Land Use Intensity DailyTrips AM Peak Hour PM Peak Hour Total In Out Total In Out -Propo ed Scenario Single Family Detached 14 DU 140 10 3 7 15 9 6 Net New External 1 s 140 10 3 7 15 9 6 Radius of Development Influence: Directly Accessed Links Land Us E DAW AM Peak Hour PM Peak Hour Pass Single Family Detached 10 trips/DU 0.74 trips/DU (25%in, 75%out) Ln(T) = 0.96•Ln(X)i0.20 (63%in, 37%out) 0.0% 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 Kimley»>Horn TRAFFIC ASSIGNMENT Page 4 The AM and PM peak hour trips associated with the project were assigned to the roadways within the radius of development influence based on a review of complementary land uses in the vicinity of the project. Figure 2 illustrates the project traffic assignment. TEST 1 SIGNIFICANCE AND CAPACITY ANALYSIS Per the requirements defined in Article 12 (Traffic Performance Standards) of Palm Beach County's Unified Land Development Code (ULDC), the links on which project traffic is greater than 1 % of the level of service (LOS) D generalized service volume are considered to be significantly impacted. As shown in Tables 2A and 28, none of the directly accessed links are significantly impacted under Test 1. &4R , �F® - r0wn OfG41 lfsfr-eam, F� 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 H®G ybIll y OLD HIGHWAY J SEACREST BOULEVARD "A -3 4 � 1'°wn of Gulf Stream F( Z 0 W > L. N � O Lu cc LLI �\ N � W LL a W � s m i Z 0 Q � V W O W W J H c F— Y 0 z z Kimley»>Horn Table 2A: Test 1 AM Peak Hour Significance Analysis �.,v>cr>, P ���r. •iris ��c> ��V l��viae�w--111wew 15,g-PM Table 213: Test 1 PM Peak Hour Significance Analysis L.,1iauif.--wore! view LOnek 12019-09-15 MC--,pdv 2.x14Test l Sig -PM lj'eC AFAR , v VF® roW17 off 3 �d?1 U/tStr�amJ �` 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 Page 6 Kimley»>Horn DRIVEWAY ANALYSIS Page 7 Access to the site is proposed to be provided via a full -access driveway connection to Avenue Au Soleil which provides signalized access to US Highway 1. Figure 3 illustrates the future total driveway volumes for the site. Palm Beach County Thresholds Section 300 of the Palm Beach County "Design Standards Manual' provides the vehicle thresholds for exclusive turn lanes at site driveways. According to the standards noted in this document, the volume thresholds for providing exclusive turn lanes are as follows: • Right -turn Lane — 75 peak hour right turns, with driveway volumes that exceed 1,000 trips per day, and average daily traffic volumes that exceed 10,000 vehicles per day. • Left -turn Lane — 30 peak hour left turns. As shown in Figure 3, the driveway does not meet the thresholds for left or right turn lanes. The Palm Beach County Code provides for classification of driveways as minor, intermediate, or major and the determination of ingress turn lane requirements. The following criteria are used to classify driveways located within Palm Beach County: Minor - Provides service for a maximum daily volume of 500 vehicles. 2. Intermediate - Provides service for a maximum daily volume from 500 to 2,000 vehicles. 3. Major - Provides service for a daily volume over 2,000 vehicles. Based on the Palm Beach County thresholds, the site driveway is classified as minor. Allb. REC'eIVE p MAR -3 a21 Town of Gulf Stream, FL mle';-hoin:Corri 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 "tea, WqY 0 W J D 0 cm G W J C7 ® Rec Mqp ®IV rows OfGil lfsfr�am cn O L M J u LU d' O cc W cu LJ. W ui J E 0 W W W Q ..J J J 0 0 0 0 LLJ 0�330 z > > W W c c � Y Y Q Q W W a a Q a. ox X X X 0 Z 0 Kimley»>Horn CONCLUSION Page 9 The foregoing analysis demonstrates that the traffic generated by the proposed development program meet the defined criteria of the Palm Beach County Traffic Performance Standards Ordinance. No mitigation measures are proposed by this project. If there are any questions regarding the information provided herein, please contact me via telephone at (561) 840-0852 or via e-mail at steahanie.kinlen(d)kimley-horn.com. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Stephanie A Kinlen 2020.12.22 20:53:48-05'00' Stephanie Kinlen, P.E. Transportation Engineer Florida Registration Number 84302 Engineering Business Number 696 Attachments c:luserslstephanie.kin lenldesktop1140732000 - bluewatercovel202O-12-22-bluewater-tps-tia.docx IV MAR - FD r°wn ofG 3 2021 ulfstream, Fl 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 561 845 0665 Kimley»>Horn VOLUME DEVELOPMENT AND CRITICAL MOVEMENT ANALYSIS Ah' RpC' MAR , ED rp Wn of Gulf Str�am� F l 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 Page 10 CIWM VPP061'/4umJ 40VOS UWad UMOAS Yrio W UMOI W t'-N AvmgBg{'6'!1 9 z U3 UIBW ops eAOo je jamenis A OIlyWBHOS Town of Gulf Stream, FL CRITICAL MOVEMENT ANALYSIS BLUEWATER COVE US 1 & GULFSTREAM Growth Rate= 1.00% Peak Season= 1 1 Buildout Year= 2023 2023 Years = 6 6 AM Peak Hour Existing Volume on 10/24/2017 116 Northbound 427 8 32 Southbound 1,221 115 82 Eastbound 6 121 34 Westbound 7 15 Peak Season Volume 116 427 8 32 1,221 115 82 6 121 34 7 15 Traffic Volume Growth 7 26 0 2 75 7 5 0 7 2 0 1 Committed Development 77 63 1.0% Traffic Volume Growth 7 26 0 2 75 7 5 0 7 2 0 1 Committed + 1.0% Growth 7 103 0 2 138 7 5 0 7 2 0 1 Max (Committed + 1.0% or Historic Growth) 7 103 0 2 138 7 5 0 7 2 0 1 Background Traffic Volumes 123 530 8 34 1,359 122 87 6 128 36 7 16 Project Traffic Assignment Inbound Traffic Assignment 45.0% 45.0% 10.0% Inbound Traffic Volumes 1 1 Outbound Traffic Assignment 45.0% 10.0% 45.0% Outbound Traffic Volumes 3 1 3 0 0 1 1 0 0 0 0 0 3 1 3 Project Traffic TOTALTRAFFIC 123 530 9 35 1,359 222 87 6 128 39 8 19 Critical Volume Analysis No. of Lanes 1 21 1 0 1 21 0 7 1< 0 0 1 0 Approach Volume 662 1 516 221 66 Per Lane Volume 123 270 0 35 741 0 87 134 0 66 0 Overlap Reduction 0 0 0 0 0 0 0 0 0 0 0 Net Per Lane Volume 123 270 0 35 741 0 87 1 134 1 0 66 0 North -South Critical NB LT + SB TH = 864 SB LT+ NB TH = 305 East-West Critical EB = 134 WB = 66 Maximum Critical Sum ? 864 + 134 + 134 - 1,132 UNDERSTATUS PM Peak HourNorthbound Existing Volume on 10/24/2017 211 1372 18 52 Southbound 1101 74 111 Eastbound 5 WE 8 Westbound 4 8 Peak Season Volume 211 1,372 18 52 1,101 74 ill 5 106 8 4 8 Traffic Volume Growth 13 84 1 3 68 5 7 0 7 0 0 0 Committed Development 69 79 1.0% Traffic Volume Growth 13 84 1 3 68 5 7 0 7 0 0 0 Committed + 1.0% Growth 13 153 1 3 147 5 7 0 7 0 0 0 Max (Committed + 1.0% or Historic Growth) 13 153 1 3 147 5 7 0 7 0 0 0 Background Traffic Volumes 224 1,525 19 55 1,248 79 118 5 113 8 4 8 Project Traffic Assignment Inbound Traffic Assignment 45.0% 45.0% 10.0% Inbound Traffic Volumes 4 4 1 Outbound Traffic Assignment 45.0% 10.0% 45.0% Outbound Traffic Volumes 3 1 3 0 0 4 4 0 0 0 1 0 3 1 3 Project Traffic TOTAL TRAFFIC 224 1,525 23 59 1,248 79 118 6 113 11 5 11 Critical Volume Analysis No. of Lanes 1 2, 1 0 1 2< 0 1 1< D 0 1 0 Approach Volume 1772 1,386 237 27 Per Lane Volume 224 774 0 59 664 0 118 119 0 27 0 Overlap Reduction 0 0 0 0 0 0 0 0 0 0 0 Net Per Lane Volume 224 714 D 59 664 0 118 119 0 27 0 North -South Critical NB LT+SBTH= 888 SB LT+NB TH= 833 East-West Critical EB= 119 WB= 27 Maximum Critical Sum 1 888 + 119 + 119 - 1,126 01-191 MP' Rtutly 4 MAR - 3 2021 TOWn of Gulf Stream, FL Input Data ROAD NAME: Federal Hwy STATION: 5824 Report Created CURRENTYEAR: 2018 FROM: Gulfstream Blvd 6/22/2020 ANALYSIS YEAR: 2025 TO: Midpoint GROWTH RATE: 4.18% COUNT DATE: 2/21/2018 PSF: 1 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Type %Complete Safe & Secure 2512 N. Federal Hwy 0 0 0 0 0 0 NR lock% Edwards Office Building 15 12 3 23 7 17 NR 0% Gulfstream Gardens 0 0 0 0 0 0 Res 100% Bethesda Memorial Hospital 0 0 0 0 0 0 NR 100% Seabourne Cove Phase ll 0 0 0 0 0 0 Res 100% Estancia at Boynton 0 0 0 0 0 0 Res 100% Baywalk 13 2 11 14 10 5 Res 0% The Office at Bamboo lane 0 0 0 0 0 0 NR 100% Delray Reserves 48 39 10 59 21 38 Res 0% Waterside 11 2 9 13 9 4 Res 60% Paradise Bank/Delray Beach 4 2 2 9 4 4 NR 0% Forest Park Elem. 11 6 5 4 2 2 NR 41.25% 2645 US-1 Medical Office 13 3 10 13 10 4 NR D% St. Vincent Ferrer Catholic Church & School 20 9 11 5 2 2 NR 65% Delray Health & Wellness 2 1 1 5 3 2 NR 0% Ocean One 0 0 0 0 0 0 NR 0% Boynton Medical Testing (Inpatient( Facility 2 1 1 3 1 2 Res 0% Taco Bell - 2319 S Federal Hwy 16 8 8 13 7 6 NR 0% Total Committed Developments 155 85 71 161 76 86 Total Committed Residential 74 44 31 89 41 49 Total Committed Non -Residential 81 41 40 72 35 37 Double Count Reduction 16 8 8 14 7 7 Total Discounted Committed Developments 139 77 63 147 69 79 Historical Growth 659 284 458 764 460 312 Comm Dev+1% Growth 282 139 162 313 269 147 Growth Volume Used 659 284 458 764 460 312 Total Volume 2642 1139 1836 3063 18" 1250 Lanes 4Lp LOS D Capacity 3220 1960 1960 3220 1960 1960 Link Meets Test l? YES YES YES YES YES YES LOS ECapacity 3400 1960 1960 3400 1960 1960 Link Meets Test 2? YES YES YES YES YES YES 1983 855 1378 2299 I384 938 1983 855 1378 2299 3384 938 0 0 0 0 0 0 1983 855 1378 2299 1384 938 Input Data ROAD NAME: S Federal Hwy STATION: 5824 Report Created CURRENT YEAR: 2019 FROM: Midpoint 6/22/2020 ANALYSIS YEAR: 2025 TO: SE 23rd Ave GROWTH RATE: 4.18% COUNT DATE: 2/21/2018 PSF: 1 Link Analysis Time Period AM PM Direcion •. , . �^ ,•,. Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Safe & Secure 2512 N. Federal Hwy Edwards Office Building Gulfstream Gardens Bethesda Memorial Hospital Seabourne Cove Phase II Estancia at Boynton Baywalk The Office at Bamboo Lane Delray Reserves Waterside Forest Park Elem. 2645 US-1 Medical Office St. Vincent Ferrer Catholic Church & School Delray Health & Wellness Ocean One Boynton Medical Testing (Inpatient) Facility Taco Bell - 2319 5 Federa I Hwy Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Developments Historical Growth Comm Dev+1%Growth Growth Volume Used Total Volume Lanes LOS D Capacity Link Meets Test 1? LOS E Capacity Link Meets Test 2? ]983 855 1378 2299 1384 938 1983 855 1378 2299 1384 938 0 0 0 0 0 0 1983 855 1378 2299 1384 938 Type %Complete 0 0 0 0 0 0 NR 100% 15 3 12 23 17 7 NR 0% 0 0 0 0 0 0 Res 100% 0 0 0 0 0 0 NR 100% D 0 0 0 0 0 Res 100% 0 0 0 0 0 0 Res 100% 13 11 2 14 5 10 Res 0% 0 0 0 0 0 0 NR 100% 48 39 10 59 21 38 Res 0% 11 9 2 13 4 9 Res 60% 11 6 5 4 2 2 NR 41.25% 13 3 10 13 10 4 NA 0% 20 9 11 5 2 2 NR 65% 2 1 1 5 3 2 NR 0% 0 0 0 0 0 0 NR 0% 2 1 1 3 2 1 Res 0% 16 8 8 13 6 7 NR 0% 151 90 62 152 72 82 74 60 15 89 32 58 77 30 47 63 40 24 15 6 4 13 8 5 136 84 58 139 64 77 659 284 458 764 460 312 279 146 157 305 164 145 659 284 458 764 460 312 2642 1139 1836 3063 1844 1250 4LD 3220 1960 1960 3220 1960 1960 YES YES YES YES YES YES 3400 1960 1960 3400 1960 1960 YES YES YES YES YES YES Kimley»>Horn TURNING MOVEMENT COUNTS 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 Page 11 70 06 0 Q W cr J 0 D W 0 m = U W LLJ m LLJ Q N o O LOC/) Q Q O O M LL o z N O J J z O 00 W M I- N � � a EEEE ��- EEEE in C/5 0 0 0 0 U U U U Co O O N O N V M N _O N O r O N N w O m M 0 CD O ap N N CD O CO a0 N f� 1� N V Co 0 Ln LL) LO V CD (O f-3 r` f` too- r r O N Cl) CD OMr CD r C(')N Ma7O MCt')ap CO 00 tD r N N M M M N M M N r N N N N N N 0 O N M r O "Woo r N O M r N N 0 )O L�2 V (O O V N O o2 c0 m m a2 w V i- N r N N CO N N N N r N M N N r 0 0 0 0 0 0 0 0 0 O O O O O O O O O O V O M M N M V M LO 1- V LO Ln M M) h O N O ID (O M CD CD V r n O N CO N M 1- N N N M M M M M M (O O M M I- M M V w N w to O to N N M Cl) N O N N �tl V V N N �o V LO O �" N N r N r N V 0 CD V U,) (D N M N M O r CD " r m (D LO r (o N O N M N N M N N— w r r N r M r ih M O r N N r .- N r O V r Cl) O O O O O O O O O OOOOOOOOCD r O V Q) I- h (O N 00 Cn (D I: O r V r M N N M N r N N r r r r r N N 1-- M D) D) O cD v M (O r O M W N (D N (O a0 co N V cj m Ln 1!1 O O N M M N N N N N N N M N N N N N r O— O CO N r M LL7 V — N N M r N r V W V N U7 M O r M M N V O) O) (O T^ 0V N V < < < < < < ¢a aaaaaadCL O O O O O O X 0 0 O O O O O O O O Y 0 0 0 0 0 0 T 0 0 0 0 0 0 0 0 0 0 M CDCo O to O U) O (o O (O O Cn O O (O N O r M V 0 d M V O r M V 0 M V d a PROPOSED ZONING: (RS-P) - PLACE AU SOLEIL DENSITY: 1.83 D.U. PER ACRE (14 UNETS / 7.64 ACRES) SITE REQUIREMENTS REOUFED PROVIDED MAX. BLGG. HEIGHT 2 STORY/ 30'-0' 2 STORY/ 30'-0" MAX. STORIES 2 2 MAX. SCHEMATIC SITE PLAN SCALE: 1' = 50'-0' o F1 1-1 a ,—ARCHITECT srE o 1045 E. ATLANTIC AVE. STE. 303 a OELRAY BEACH, FLA. 33483 TELEPHONE 561.272.3535 Y F Z W Z U Z 3 w co x pp c) Ll) x co 3 L LL � T ❑ c i +�+ U r^ r o VJ cd U v+ W w N m x O 0- o U co zco ° U) c� 30 w � � O a _ c 3 d DRAWING z SETE PLAN a a z a A 6 W W 2-12-21 W a SEAL: x J a W AR0014128 x REVISN)NS a a E r 0 FU NLU HM Im W N 0 w W E z �a• uC�a_ � ❑ s Town of (� ui Strea � � a Al U© AA26001636 LOT A KINGS SUBDIVISION PROPOSED RECONFIGURED F.I.N.D. PROPERTY (APPROXIMATELY 7.05 ACRES) e I COMPREHENSIVE EXISTING TREE LIST A Sabel pelmatto/Cebbe ge Palm 10-20' oA. M., 12° ra 1. amain B San palmette/Cabbage Palm 10-20' ea. M. 12" cal. emeln C Plrw allottll/Slash Pine 2u1. D Plrals ellotlll/Slash Plna 24-4° eel. E Sabel palmetto/Ch Palm 10-20' oe. M, II" ce 1. ralo eta Fine F Plam, allottll/51aah Fine 20' cal. G Plr«s aliott1151esh Pina 14° cal. Pell-tll/Slash Pine 15" cal. I Pl— lrae allottll/Slash Pine 15" cal. J Sabel Pelmetlo/cabba ge Pelm IO-20' oA. M., a" eel. relocate K Sabel Palmetto/Cabbage Palm 10.20' oA. M- 10" ul. relocate L Saba1 palmetto/cabbage Palm 10-20. oA. M., I0" cal. -I—te M Sabel palmetto/Cabbage Palm I0-20' oA. hL 10' cal. relocate N Pbus 11 e'tlll/Slash Pinn 24" cal. O Sabel Pe Matto/Gabbag• Palm 10-2m' 0A. ht raloutn P Sebal palmetto/CabbeS. Palm 10-20' od. M., 10" cal. relocate a Sabel Palmalte/Cabbage Palm 10-20' oe. M. relocate R Plr«s allottll/Slash Pine 6-24° die. 5 Plaa ellot41151ash Pina 33" cal. T Plrus allottll/51aeh Pl^a 6-24" dla. U Pize allottll/$lash Pine b-24° die. v PI«a allottll/Slash Pina lo- cal. W Plrus allottll/Slash PI^a 12" cal. x Sall, pelmmtle/Cabbage P.I. 10-20' oa. M., 6" ce 1. relomle T Sabel palmetto/Cabbage Palm 10-20' oA. M., 0° uI. relocefe 2: Pl— allottll/51esh PI^e 20" cal, rema AA Saba1 palmetto/cabbage Palm 10-20 A. hl., 6" cal. amain AB Tree 10" ul. emaln$ AC Sabel palmet te/Cabbage Palm 10-20' oA. M., V. cal. emaln AD f-Imm allottll/Sleeh PI^e 24" cal. �emaln$ AE Tree b-24" die. AF P= allottll/Slash Pine 6-24" die. amain $ AG PI«a allottll/Slash Phe 6-24" dia. came In $ AH Sabel pelme!!e/Cabbage Palm 10-20' oA. hl. ralllain Al Plan allottll/Slash Pine 12" "1. amain$ 41 Sabel palmetto/Cabbage Palm 6-24" dia. nmein rameln AK Pliiu allottll/51eah Pi^e 6-24l dla. $ AL Trae 24" ce 1. remaln AM Reyetonae regleRoyal Pa lm 40'—hL remain 4N Raystonea regle Rayel Palm 40' od. hL remain AO Reiptenea regleRoyel Palm 40' oA. hL relocate AP Reyelonea regia Royal Palm 40' oA. ht reloceta Aa Bursere simaruba/raanbo Llmbo 30' M. z 30' spr. relocate AR Flcas bertlamineAUxeping Fig 30' M. z 30' spr. amain AS U d=.. blfwceta'r—tall Palm 20' oa. hl. a^ein AT 'dyetla I, furul r—tall Palm 20' oA. hL. mnaln AU Ubdyatla blfwcata.fortell I-ah oe0oAV amain 4dolda merlllll/Cretmas Palm 0MM.. , b-trtmk AW wageblhrcet./F0.tall Pelm 20' oa. M., triple t—k relocate AX auarcus vlrglnlena/Live Oak 40' M. z 40' spr. relocate *THESE TREES TO REMAIN IF POSSIBLE -DEPENDING ON GRADING a DRAINAGE REQUIREMENTS - — — — — — — — -- F------- PACE �. i Lot 1 i Lot 2 Lot 3 1 Lot 4 Lot 5 1 ' 1 i _ 16 560 S.F. LOT 16,560 S.F. I I 1 Lot 6 (5,464 S.F.) 1 16,560 S.F. 1 I I 76,560 S.F. I 1 1 / (5-464 S.F.) I S.F.) I 16,560 S.F. 1 , 373 S.F. I (5,464 (5,464 S.F.) I 1 (5,464 S.F.) 1 I (5,733 S.F.) / J _ / L— —J L------- I I I I 1 / boo SHEET L-2 J L------ L-------J I L— -- i. ---------- ____ Bluewater Cove 34'-0" RIGHT-OF-WAY - Bluewater Cove r------- I I I I I I I I \ IN SPACE Lot 14 I I Lot 13 1 Lot 12 I 1 16.560 S.F. 1 1 16.560 S.F. Lot 11 Lot 10 I I I (,464 S.F.S.F. I (5,464 S.F.) 1 16,560 S.F. I 16,560 S.F. Lot 9 1 1 464 S 1 (5,464 ) 1 (5,.F.) (5,464 S.F.) I I 1 (5,464 S.F.) 16,501 S.F. L-------J L'-- --J L------- 1 I (5.445 S.F.) I I I I / I (---------------� I I L, Lot 7 25,524 S.F. (7,704,704 S.F.) / / Lot 8 22,449 S.F. / (7,089 S.F.) / I / L-----------J I k ' I�l11!.l rl Of LEGEND X ExwlT TREES TO 5E REMOVED } I EXISTING TREES TO REMAIN • I EXISTING PALMS TO REMAIN EXISTING TREES TO BE RELOO4TED ( I NEW LOCATION OF RELOCATED TREE5 OPROPOSED PALMS OPROPOSED TREES project: Ibluewater cove stream, fl dave bodker Wridecepe erdlitechre/plelnig nc, 601 n. congress ave suite 105-a delray beach. Florida 33445 561-276-6311 #LA0000999 sheet title: overall existing tree pan project number: 11220 date: os/11/2020 scale: 1 - 50' drawn by: Imb revisions ®12/21/20-r.v .It. plan 1- ® 2/5/2plan tiny ® 3/3/21-P ^t 9 A sheet: NORTH aL-� 1 of 8 sheets a 4 w uttl peyal Pas, anh aide er b ka. prevrl t=aea„u 91 bbc FOaYIPlim I P°M t» aaIN ua� Nam ads e,wa » F tad to raw, ee a Erara,ra . • AO v Dh AM Rau fYF�tax IW h AF � SP .4e +AL I W 1 / z \ 1 r 1 AK+ it it It rl — — — — — — — — — — — — — — — — — — — — IA• \I = ___ I I \``a\ d o t 1 I I GR,FEN ',SPACE S i I Lot 2 +"� j(A'I----- _-_;, 16 560 S.F. LOT I 16,560 S.F. (5,464 S.F.) +AB l I I (5,464 S.F.) I , rr ° I I •1 L--------------------- D \ / L-------------------- OZ J I W w NO BI a ewater Cove 4 A , � — L owomtad a I 0 �LLf A Exutss ask Tr a i . o )-, W LUG a.um \ LL a Q v W. LINE OF PLACE AU SOLEIL (PI AT PnoW �7 P— Fo1 r,ACE I Lot 14 1 •B I � (A: i 16,560 S.F. (5,464 S.F.) TTT I IL--------------------J IL/-w e�Na Leuaen er / ILbut.0 dk F� .uung Lma ,/ Oekb Msaln 12' UTILITY EASEMENT (PLAT BOOK.27, PAGE 69) L O T 9 3 PLACE AU SOLEIL (PLAT BOOK 27, PAGE 69) 6 01 .1 6' N.890 14'58"E. COMPREHENSIVE EXISTING TREE LIST A Sabel palmetto/Cabbaga Pe lm 10-20' oa. M, 13" eel. small B Saba l palmetto/Cabbage Palm IO-20' oa. ht, 12" cal. remain C Plnus ellottll/Slash Pine 20. cal. amove D Plnue ellottll/Slash Pine 24" u1. E Sabel palmetb/Cabbage Palm 10-20oa, ht„ 11" "L relocate F Plnus ellottll/Slash Pine 20' cal. G Pbus eliottll/Slaeh Is— I4" eat. W Plws alloltll/blash Plne 15" cal. emove I P1nus ellottll/Slash Plna 15- cal. amov¢ J Sabal palmetto/Cabbage Palm Im-2m' ea. h„ B" cal. ralocala K Sabel pametto/Cabbage Palm 10-20' oa. h„ Im" cal. relocate L 56L, palmetto/Cabbage Palm I0-20' ea. M., lo. cal. relocate M Saba pa Matto/Cabbage Palm 10-20' oa, ht., 10" cal, relocate N Plnus ellottll/Slash Pi" 24" ra 1, emove O Sabel palm¢!to/cabbage Palm I0-20' oa. ht. ralocata P 5abal pa Metto/cabbage Pam 10-20' oa. ht., 10" cal. "—t¢ O Seba1 Pa Matto/Cabbage Pam 10-20' oa. M. reloeete R Pima ellottll/Slash Plea 6-24" dla. 5 Plnw ellottll/bleeh Pine 33' cal. T Plnus ellottll/Slash Plna 6.24" die. J Plnw ellottll/Slash Plna 6-24" dia. emove V Plnus ellottll/Slash Plnia 10" cal, emove W Plnw ellotlll/bleeh Plne 12" cal. emove X Saba1 Palmetto/Cabbage Peim 10-20' oa. h„ 6' —1. raiocele T Sabel palmetto/cabbage Palm 10-20' oa. M., 12' —1. reioute Z Plnus ellottll/Slash Pine 20" sal. a AA Saba1 pa lma to/Cabbage: Palm 10-20' oa. h., W cal. remain 45 Tree I0" es' sine ln$ AC Saba palmetto/Cabbage Palm 10-20' oa. h„ 6" cal. aanain AD Pinus ellottll/Slash Plnai 24' sal. AE Tree 6-24' dies. amain$ AF Plnua allottl l/Slash Plna 6-24" dla. amain $ AG Plnus ellottll/51aeh Pines b-24' dies. amain $ AN 5aba1 palmetto/Cabbage Palm Im-20' oa. M. amain Al Plnus s11-0/Slash Plne 12" cal. ramain$ 4J Sabal palmetto/Cabbage Palm 6-24" dies. amain AK Pinus alloltll/51ash Pine 6-74" dla. remain$ AL Tree 24' ramsln AM Roystonee regle/Royel Pam 01. 40 a ht remain AN .-,stones reglerRoyal Pam 40 oa M remain Ao Roystonae regie/Royal Pam 40 oe. In, relocate AP .-,stones rIS ia/RoyaI Palm Ali oe. M. relocate AO Bursas slmaruba/Gla°bo Limbo 30' K. x W' spr. relocates AR Ficus berjamine/LLMepi g Fig 30' h. x 30' IF, amain AS Wodyella blfurrata Fortell Palm 2m' ea. M. amain AT wodyetla bif—taFortall Palm 20' oa. 11 amain AU Ubdyetla bifurcata/Foxtall Palm 20' A. ht mnein AV Adonldle nerrillli/C1Tlstmas Pain 20' ea, ht„ 6-trunk AW Wodyaua biftrca ta/r—tali Pam 20' oe. IA., trlpl¢ trunk relocate AX Quercus vlrglnlana/Llve Oak 40' M. x 40' spr. relocate $THESE TREES TO REMAIN IF 1-05511SLE-DEFENDING ON GRADING 1 DRAINAGE REOIIIREMENT5 LEGEND I EXISTING TREES TO BE REMOVED I , 1' + EXISTING TREES TO REMAIN I I Lot I 1 3 I I - , • I EXISTING PALMS TO REMAIN project: `-' 61uewater 16,560 S.F. EXISTING TREES TO BE FELOCATED cove (5,464 S. F.) I I gulf stream, fl I NEW LOCATION OF RELOCATED TREES I I O PROPOSED P4LM5 L--------------------J I O PROPoSED TREES fu Z z Udave b�odker 18f1 S 8 chfiec 1. re/MI9fVlikV nc. y, 601 in congress ave., suite 105—a delray beach, Florida 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 11220 f - date: 09/11 /2o20 "4 scale: 1 — 2a' drawn by: Imb 1 U i revisions: sit. P1en /Il u,l®2/5/21 c, Panting ®J/S/2t—Planting 0 NORTH sheet: a� L--22 of 8 sheets PROPOSED RECONFIGURED F.I.N.D. PROPERTY (APPROXIMATELY 7.05 ACRES) white pre -cast masonry wall split rail fence dark bronze aluminum railing LEGiEND EXISTING TREES TO BE REMOVED EXI5TING TREES TO REMAIN I' • 11 EXISTING PALMS TO REMAIN EXISTI- TREES TO BE RELOCATED (� NEW LOCATION Or RELOCATED TREES OPROPOSED 1-5 OPROPOSED TREES Prajeat: bluevvatgr cove gulf stream, fl dave bodker _ WW—pe arcMec -/* ft k- 601 n. congress av suite 105—. -- delr0y b_he florid. 33445 �+ 561-276-6311 #LA0000999 GC' i-i.;� sheet title: overall planting plan project number: 11220 date: 09/11 /2020 drawn by: lmb revisions: m12/21/20— It. plan ® 2/5/21—plen g ® 3/3/21—planting A A sheet: NORTH a � L-3 3 of 8 sheets / / / / / / / i i / / Relocated Royal Pa Im ifrom the south side of entrance iNew Location of Relocated Royal Palm / from the south side of ientrance / / \ �Lltilfty Easement I l —� Existing 8' Clusia Hedge to Remain , flew Location of / Relocated Oak Tree 12' UTILITY EASEM (PLAT BOOK 27, PAC L 0 T 9 PLACE AU SOLE (PLAT BOOK 27, PAGE LEGEND EXISTING TREES TO BE REMOVED I + 1 EXISTING TREES TO REMAIN I' `I EXI5TING PALMS TO REMAIN EXISTING —E5 TO BE RELOCATED NEW LOCATION OF RELOCATED TREE5 OPROPOSED PALMS OPROPOSED TREES ENTfR,4NCE fi L,4NT LIST SYM BOTANICAL/COMMON NAME SPECIFICATIONS OTT NATIVE 55 Buraera almaruba 16' ht. x S' sprl., 4" cal. I # Gumbo Llmbo RE Roystonea regla 25' on. ht. 4 # Royal Palm ACA A"I phe wllkeslara 'Blaze' Coperlaaf 24" ht. x 24" spr., 24" oz. Ia9 ANN Annuals 4" pots, 1211 oz- 250 Ann" Is CL3 Clusla guttlfera 6' M. x 30" spr., 30" oz. 26 Clusla CLU4 Clusla guttifera S' ht. x 30" spr., 30" oz. 41 Clusia COD CodlaeUm variegatum 'Mammey' 24" ht. x 24" epr., 24" oz. ISS Ma-9 Croton FIG Ficus mlorocarpa 10" M. x 10" apr., 12" oz. 1221 Green Island Ficus HIM Hlbisas spp. 24" ht. x 24" epr., 24" oz. 206 Hibiscus SOD Stenotaphrum secundatum full, fresh sod as req'd St. Augustine Sod I v -r, itl FL NORTH a7 pr je— bluewall. ter cove gulf stream, fl dave bodker Wxbcape archilecUue/plarM m 601 n. congress a suite 105-a defray beach' Florida 33445 561-276-6311 #LA0000999 sheet title: entrance planting plan project number: 11220 date: as/r1/zozo scale: 1 - 10• drawn by: Imb visions: ,L12/21/20.ns pia" ® z/s/z1-planting ® a/ /z,-planing 0 sheet: L-4 4 of 6 sheets / i/ i / / wlweG Peme R�buud Rrye Peln iIran ar .wIh�IG� / A.�locelea Royal PeYI w.a��lae�t i +AL K\ � l K+ ; 1 ---- - GREEN (,,SPACE +Aa F AH \I ri�Yb baM Ler w � -ter �v---•/l._y •r.�Ly r-------------------- Lot 1 I I 16,560 S.F. LOT +AB + (5,464 S.F.) 1 I c\ I I aA - I r Lounw! of DT1Efr nEee ro eE ap.WTm FOR AIKNITECi11RE 4D DITE 1'LMI i+'� of Each Lor. DAON Lor ual.eL.,e? r3� D1REEt YREED (1E em $ � 5p111 Reel F.r , °tea �,REEN I•I SPACE 2 I\A• i �/J \Im'ru S • I� I em M ew � Lulnlly xge' CFrI. Loulwn of � R.lpulW oak n.. � Cek le Rau / 12- UTILITY EASEMENT (PLAT BOOK 27, PAGE 69) L 0 T 9 3 PLACE AU SOLEIL (PLAT BOOK 27, PAGE 69) MIS Yt Y Y, .L t....L1... 1. S...... 11 •......... •.....,.....! g' u a Lounal of DTRFET TFD:EB ro eE aD.,VDTEO FOR aR01111ECTURE aL0 DtR P'LtW W EaCN LOt. — Lot WLL NdVE !9! 811— 1REYD I I I I I I I I Lot 14 I I I 16,560 S.F. I (5,464 S.F.) I I I I I I-------------------- J alue�..l IPeDllmg. 'K wa rp.R. Lxr 01.1 6' N 89 14'58"E. %dCt LOf:aT10N 6 p NEED TD GE aoauTm FOR aRwlTecTL•tE — DITE FLaN cf Each LOT. - - �o . Ir---------------------- I I I I I � I Lot 2 I I I 16,560 S.F. I I I (5,464 S.F.) I I � I I I I I 1 LEGEND LLl z J EXISTING TREES TO BE BEHOVED `I + EXISTING TREES TO REMAIN lc \ I' • I EXISTING PALM5 TO REMAIN MAIN inTIRE..BE RE EXISTING tES t0 LOCATED NEW LOCATION OF RELOCATED TREE5 OPROPOSED PALMS OPROPOSED TREE5 - (D J E � N N NNNI HHIy1NN L r--------------------- I I I I I I Lot 13 16,560 S.F. I I (5,464 S.F.) I I I I I I I I FL project: bluevvater cove gulf stream, fl dave bodker I—wape erdNwcl4QPIwft hc. 601 n. ongress a suite 105-a delray beach' florida 33445 561-276-6311 #LA0000999 sheet title: planting plan project number: 11220 date: 09/11 /2o20 scale: 1 _ 2o• drawn by: Imb revisions: 012/21/20 rev alto plan ® 2/5/21 pipntln9 ® 3/3/21plantln9 0 sheet: NORTH I D L-5 5 of 8 sheets L I In J Ln J r LEGEND v � EXISTING TREES TO BE REMOVED v L (n 1 / + EXISTING TREES TO REMAIN Ill NEXISTING PALMS TO REMAIN EXISTING TREES TO -RELOCATED NEW LOCATION OF RELOCATED TREES OPROPOSED PALMS OPROPOSED TREES project: cove gulf stream, fl dava bodker 1rldecape ardA8chre/pWn V lire. 601 n. congress ave., suite 105—a delray beach, Florida 33445 561-276-6311 $LA0000999 sheet title: planting plan project number: 11220 date: 0 9 /11/2020 scale: I — zo• drawn by: Imb visions: e12/21 /20—rev Hite plan ®z/3/zi—pl=nuns ® 3/3/2�—planting 0 A 0 NORTH FL sheet: L-6 6 of 8 sheets EILUEWATEF, COVE FLANT L 15T Y"M BOTANICAL/COMMON NAME SPECIFICATIONS OTT NATIVE 514 Bulnesla arbora 14' ht. x 6' spr., 3" cal. 31 Vera—d CE ConocarpUs erectus 14' ht. x 6' Bps., 3" cal. 76 Green Buttonwood CM Garyyota mItls 16' ht. x 6' spr., ftb. 43 Flehiall Palm DL Dypsis luiescena 16' ht. x 6' epr., ftb. 149 A eca Palm PS Phoenix syl teak 12' A. 4 Sylvester Date Palm QV Ouercus vlrginiana 14' ht. x 6' spr., 3" cal. 62 t Live Oak ANN Annuals 4" pots, 12" o.c. 200 Annuals 5OU El— 0alnvllle 'pp-30" E5oCLU ht. x 24" spr., 24" o.c. 40 Clusla guttlfera 30" ht. x 30" spr., 30" oa. 1,215 Clusla CLU2 Clusla guttifera 4' he. x 30" epr., 30" o.e. 15 Clusla FIG Flcua microcarppa 10" ht. x 10" epr., 12" o<. IIT Green Island us MAN Mandevllla ep a. Mandevllla VI 4' ht. espalier to fence 55 SOD 5tenotaphrum se —datum full, fresh sod es —I'd St. Augustine sod Root Bawler 36" ht, hra vertically as req'd NOTES: . ALL — BARPoETS SHALL BE <' MINIMUM FROM ALL Cltt FACIUTES. 3. THE INSTALLATION OF ROOT BARRIERS — BE COOROINATED MTH CITY AND INSPECTED BY CITY PRIOR To BACRFIUUNG. ALL ROOT BARRIERS SHALL EXTENI UP TO nNISIffD MADE. 'OEER ROOT' AND 'ROOT salLTONS FLEXIBLE BARRIERS SHALL BE 36" PANFIS MANUFACTURED BY BIOBARRIER. 4, Al ROD T BARRIERS SHALL BE INSTALLED IN ACCORDANCE — MANUFACTURERS wITTEN INSTRUCTIONS. TYPICAL TREE WITH ROOT BARRIER LD 1.1 W I,,- FACIUTES MNNS. SERNCES, TC.) NOTES: t THIS DISTANCE SHALL BE 10' MINIMUM FROM ALL CITY FACIUTES IF NO RODT BARRIER IS USED. TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 LEGEND EXI5TING TREES TO SE REMOVED + `I EXISTING TREE5 TO REMAIN I, • I EXISTING PALMS TO REMAIN EXISTING TTMEES To F3E RELOCATED NEW LOCATION OF RELOOATED TREES OPROPOSED PALMS OPROPOSED TREES /g J t Il. NORTH aD project: 61uewattar cove gulf stream. fl dave bodker Iadacepe archfiechae/plarfft kr- 601 n. on cress a suite 105—a delray beach, Florida 33445 561-276-6311 !/LA0000999 sheet title: planting plan project number: 11220 date: 09/11 /2020 scale: 1" — 20. drawn by: Imb revisions: ® z/5/z1—PIa"tmg ® 3/3/21—P1anting 0 0 sheet: L-7 7 of a sheets apprrubu mw.w.. t �vgrrnuuw. we w uqurn. � N� palm erg w urnwraa p^ee O•^pa w uw «a xrrlwe q nw warty• d w Opanmw. sd d mu»ag el Ira.sraerx uew •PPw.Y., wn d rrW^^nun.ppnr, aagswn�ww»u.r� � ecltlrtu»,ewu ep:alrlr .w..'Irwne w •r.y+.e w»s d`d.".°.w a vrw"pre;x�. rrwlru rr.rur,w, bwnuppwp. wvwg. rxdare. srrne «pyp r.. r.w.w. r p. 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TMpw w rwwrg wy..wr pwrtp.w veep l°a,e.�. rdrrr ry mw w w P--n aerg pan�wluvul. ar•vw a~r=v.e s. n."nwq u. rwew.pa auerr. mn correnur veil ypy mrl wwurru A project: blue --water cove gulf stream, fl dave b�oddker kndempe 9rcHtBCtUe/pkr e" 11c. 601 n. congress ave., suite 105—a delray beach, florida 33445 561-276-6311 $LA0000999 sheet title: specifications details, notes project number: 1 1 220 date: 09/11 /ao2o scale: drawn by: nlmb revisions: 0 0 0 sheet: 8 of 8 sheets PLACE AU SOLEIL ADDITION NO. 2 BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.114) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET I OF 2 DEDICA TION.• KNOW ALL MEN BY THESE PRESENTS THAT BLLEWATER - GS LLC, A FLORIDA LIMTED LIABILITY COMPANY, OWNER OF Tlf LAW SHOWN HEREON BEING A REPLAT OF A PORTION OF TILE NORTHEAST QUARTER (NE V4) AND A PORTION OF THE SOUTIEAST QUARTER (SE 1/4) OF SECTION 4, TOWNS14P 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, SHOWN HEREON AS "PLACE AU SOLEIL ADDITION NO. 2, BEING MORE PARTICLLARLY DESCRIBED AS FOLLOWS THAT PORTION OF THE NORTHEAST QUARTER (NE 114) OF SECTION 4, TOWNSHP 45 SOUTH RANGE 43 EAST, PALM BEACH COUVTY, FLORIDA DESCRIBED AS FOLLOWS: BEGNNAC AT THE INTERSECTION OF THE EAST RIGHT OF WAY LIRE OF STATE ROAD ADS (NORTH FEDERAL HGiWA Y) AAD THE SOUTH LIKE OF Tli NORTHEAST QUARTER ((NETl )OF SAID SEC770N 4; THENCE N89'14'58"E, ALONG SAID SOUTH LIAE, A DISTANCE OU 1,229.48 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF THE INTRACOASTAL WATERWAY AS SHOWN DN PLAT BOOK 17,, PAGE 14 -A, PUXIC RECORDS OF PALM BEACH COUNTY, FLORIDA; TI-ENCE Al ll'V J8"E, ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 28005 FEET TO A POINT ON A LIFE 274.00 FEET NORTH OF AND PARALLEL TO TILE SOUTH LIAE OF Ti-E AARTHEAST QUARTER (NE i/4) OF SAID SECTION 4; THENCE S89'1458"W., ALONG SAID PARALLEL LINE, A DISTANCE OF 1,200.78 FEET TO A POINT DN THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD NO. 5 (NORTH FEDERAL HG-IWAY; THENCE S 16'47'04'E, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 28735 FEET TO TI-E POINT OF BEGANNNG TOGETI-ER WITI-E THAT PORTION OF TIE SOUTHEAST QUARTER (SE 114) OF SECT70N 4, TOWNSHP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA DESCRIBED AS FOLLOWS BEGAWAC AT TI-E INTERSECTION OF T`E EAST RIGHT OF WAY LINE OF STATE ROAD ND 5 AKXRTH FEDERAL NORMAL) AAD THE NORTH LINE OF 71f SOUTHEAST QUARTER (SE1 4) OF SAID SECTION 4; THENCE S.73°15'02"E, ALONG THE NORTH RIGHT OF WAY LIRE OF AVENGE AU SOLEIL AS RECORDED IN PLAT BOOK 30, PAGE 154, PUKIC RECORDS OF PALM BEACH COUNTY, FLORIDA, A DISTANCE OF 71.72 FEET TO A POINT ON A CURVE CONCAVE TO TIE SOUTHWEST HAVING A CENTRAL ANGLE OF 77°7720" AND A RADIUS OF 8312 FEET,T7-ENCE SOUTHEASTERLY ALONG SAID CURVE WHOSE CHORD BEARS S37° 3522'E, A DISTANCE OF 10342 FEET,- TI-EN'CE 51*5742'E, A DISTANCE OF 106 FEET TO A POINT GN TFE SOUTH LIRE OF THE NORTH 100.00 FEET OF SECTION 4 ACE N8 ' 74'.�BN ALONG SAID OUTHOF T�E AST L� A DI� NCE19 OF 5.00 FEET; THENCE N0°45102"W, A DISTANCE OF 100.00 FEET TO A POINT ON TI-E NORTH LINE OF THE SOUTHEAST QUARTER SE7/4) OF SAID SECTION 4; THENCE S89° 14'58W., ALONG SAID NORTH LPE, A STANCE OF 13103 FEET TO THE POINT OF BEGIANNNG CONTA/NNG 335,,645 SQUARE FEET OR 77283 ACRES MORE OR LESS. HAVE CAUSED SAID LADS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AS PLACE AU SOLEIL ADDITION NO. 3 AND FURTHER DEDICATES AS FOLLOWS. LOTS 1 THROUGH 15, INCLUSIVE, ARE HEREBY PLATTED FOR PRIVATE PURPOSES AS ALLOWED PURSUANT TO 77E LARD DEVELOPMENT RE04LAROINS OF TIE CODE OF ORDINANCES QU THE TOWN OF GLLF STREAM BLUEWATER COVE (TRACT A) IS FEREBY DEDICATED TO TIE TOWN OF GULF STREAM AS PUBLIC RIGHT— —WAY FOR STREET AND UTILITY PURPOSES. TRACTS "B': "C" AAD D" ARE HEREBY DEDICATED TO THE BLLEWATER COVE HOMEOWNERS ASSOC1A77GN INC., A FLORDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AID ASSIGNS FOR GREEN SPACE PURPOSES AND OTHER PURPOSES NOT INCONSISTENT WITH THS RESERVATION AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID BLLEWATER COVE HOMEOWNERS ASSOCIATION, PC, A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS WITHOUT RECOLATSE TO TIE TOWN OF GULF STREAM SAID TRACTS 'Y: "C" AND "D" ARE ALSO SBECT TO A GENERAL UTILITY EASEMENT (GUE) OVER THE ENT/RE LIMITS OF EACH PARCEL. ALL GENERAL UTILITY EASEMENTS (GUE) ARE MADE TO ANY PUBLIC OR PRIVATE UTILITY, SUCH AS BUT NOT LIMTED TO SANITARY SEWER SERVICE, WATER SERVICE, STORM DRAINAGE, ELECTRIC POWER, GAS SERVICE, TELEPHONE LINES AND CABLE TELEVISION, PROVIDED HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION; MAINTENANCE, AND OPERATION OF CABLE 7ELEVIS70N SERVICES SHALL INTERFERE WITH TIE FACILITY AAD SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN TFE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES THS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICLLAR ELECTRIC, TELEPHO7, GAS OR OTHER PUBLIC UTILITY SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH TI-E NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION ALL SANITARY SEWER EASEMENTS AS SHOWN HEREON ARE DEDICATED EXCLUSIVELY TO 7`IE TOWN OF GULF STREAM FOR TI-E PURPOSE OF ACCESS, CONSTRUCTION, MAINTENANCE, AAD OPERATION ACTIVITIES OF SANITARY SEWER M,4/NS THE LIMTED ACCESS LIRE lS MADE TO TI-E TOWN OF GULF STREAM FOR TFE PURPOSE OF PROHB/TING ACCESS BETWEEN ABUTTING LOTS AAD TIE ADJACENT RIGHT OF WAY. TlE- SPECIAL ACCESS EASEMENT AREA IS HEREBY RESERVED FOR THE GLF STREAM GOLF CLUR,, ITS SUCCESSORS AAD ASSIONS FOR ACCESS, CONSTRUCTION, MAINTENANCE AND OPERATION ACTIVITIES OF WATER AAD IRRIGATION EOUPU NT SAID EASEMENT AREA 15 SUBJECT TO TERMS AAD CONDITIONS OF AGREEMENT AS RECORDED IN OFFICIAL RECORDS BOOK PAGE_ WATER VIEW LAN_ LLC SLRVEYORS � MAG TOWN OF GAF NO SEAL SEAL STREAM SEAL I \I I \1 I \l ( \I IN WITNESS WHEREOF, TI-E ABOVE NAMED LIMITED LIABILITY COMPANY HAS CAUSED TI-ESE PRESENTS TO BE SIGNED BY ITS MANAGER AND ITS CORPORATE SEAL TO BE AFFIXED HERETO BY AAC WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THS DAY OF __---------- 2021 BLUEWATER COVE - GS LLC A FLORIDA LIMTED LIABILITY COMPANY BY. BLUEWATER - GS INC, INC. A FLORIDA CORPORATION, ITS MANAGER KITAESS BY. PRINT NAME CARY GLICKSTEIN PRESIDENT WITNESS PRINT MAW. ACKNOWLEDGEMENT. STATE OF FLORIDA COUNTY OF PALM BEACH TIE FOREGOING INSTRUMENT AS ACKNOWLEDGED BEFORE ME BY WEANS OF ❑ PYhSICAL PRESENCE OR ❑ ONLINE NOTARIZATION, 77-IS DAY OF 2021, BY CARY GLICKSTEIN WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION, AAA WHO EXECUTED THE FOREGOING INSTRUMENT AS PRESIDENT OF BLLEWATER — GS INC., A FLORIDA CORPORATION AS MANAGER FOR BLLEWATER — GS LLC, A FLORIDA LIMTED LIABILITY COMPANY, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT I-E EXECUTED SUCH INSTRLI ENT AS PRESIDENT OF SAID CORPORATION, AND THAT T74E SEAL AFFIXED TO ITE FOREGOING INSTRUMENT IS 77-E CORPORATE SEAL OF SAID CORPORA T70N AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DIE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS 77-E FREE ACT AND DEED OF SAID CORPORATION MY COMWS901V EXPIRES NOTARY PUBLIC NAME' COMMMSSION NO.: TOWN APPROVAL: THS PLAT OF PLACE AU SOLEIL ADDITION NO. 3" AS APPROVED ON TI-E_ DAYOF _______ _ _, A.D. 2020 BY THE TOWN COMMISSION OF TIE TOWN OF GULF STREAM STATE OF FLORIDA COUNTY OF PALM BEACH MORTGAGEES CONSENT STATE OF FLORIDA COUNTY OF PALM BEACH THE LWERSIGNED HEREBY CERTIFIES THAT IS TIE HOLDER OF A MORTGAGE, UPON THE PROPERTY DESCRIBED hEREON AND DOES HEREBY JOIN IN AAD CONSENT TO THE DEDICATION OF 77-E LAND DESCRIBED IN SAID DEDICATION BY 77-E OWNER THEREOF AND AGREES THAT ITS MORTGAGE WHCH IS RECORDED IN OFFICIAL RECORD BOOK ------- AT PAGE ___ OF 77-E PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, SHALL BE SIBQRDINA TED TO THE DEDICA T70N SHOWN HEREON IN WITNESS WHEREOF, 77-E SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS __--- --------- AAA ITS CORPORATE SEAL TO BE AFFIXED HEREON BY AAA WITH TI-E AUTHORITY OF ITS BOARD OF DIRECTORS 774S _ DAY OF , 2027 BANG NAME, A FLORIDA BANGING CORPORAT70N WITNESS BY PRINT NAME' PRINT NAME TITLE WITNESS PRINT NAME ACKNOWLEDGEMENT - STATE OF aCAYDA COUNTY OF PALM BEACH THE FOREGOING INSTRUMENT AS ACKNOWLEDGED BEFORE ME BY WEANS OF ❑ PYHSICAL PRESENCE OR ❑ O UAE NOTARIZATION, THIS DAY OF ____ _ _, 20211 BY _________________ WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS (TITLE) OF (NAME OF BANG) INC, A FLORIDA CORPORATION, AND SEVERALLY ACKNOWLEDGED TO AAD BEFORE ME THAT (HE/SHE) EXECUTED SUCH INSTRIA,0VT AS (TITLE) OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS 77-E CORPORATE SEAL OF SAID CORPORATION AAD THAT IT WAS AFFIXED TO SAID INSTRLMENT BY DIE AAD REGULAR CORPORATE AUTHORITY, AAA THAT SAID INSTRL4ENT IS THE FREE ACT AND DEED OF SAID CORPORATION. MY CO ESION EXPIRES NOTARY PUBLIC NAME COMMISSION NO.: MORTGAGEE'S CONSENT STATE OF FLORIDA COL4NTY OF PALM BEACH THE UIDERSIGNED HEREBY CERTIFIES THAT IS THE HOLDER OF A MORTGAGE, UPON THE PROPERTY DESCRIBED l-EREGN AND DOES HEREBY JOIN IN ATTEST.• AND CONSENT TO TIE DEDICATION OF TIE LAND DESCRIBED IN SAID CITY CLERK DEDICATON BY TI-E OWNER Tl-EREOF AAD AGREES THAT ITS MORTGAGE WHCH IS RECORDED /N OFFICIAL RECORD BOOK ___, AT PAGE ___ OF THE PUBLIC RECORDS OF PALM BEACH COUVTY, FLORIDA, SHALL BE SLBORDINA TED TO TIE DEDlCAT70N SHOWN I-EREON TITLE CERTIFICATION,• 1, JOHN T ME"TZGR A DLLY LICENSED ATTORNEY IN TI-E STATE OF FLORIDA, DO IEREBY CERTIFY THAT I HAVE EXAMINED TIE TITLE TO T/f HEREON DESCRIBED PROPERTY, THAT/ FIND 77-E TITLE TO THE PROPERTY IS VESTED TO BLLEWATER - GS LLC, A FLORIDA LIMTED LIABILITY COMPANY, THAT TI-E CURRENT TAXES HAVE BEEN PAID, THAT ThERE ARE NO MORTGAGES AND THAT TIERE ARE £NCUAB/RANCES OF RECORD BUT THOSE ENCUBRANCES DO NOT PRGHBIT TFE CREATION OF THS PLAT DATE JOIN T. METZGER, £SCARE ATTORNEY STATE OF FLORIDA FLA. BAR Aq. IN W/TAESS WHEREOF, TFE SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS -------- ___ AND ITS CORPORATE SEAL TO BE AFFIXED HEREON BY AND WITH TIE AUTHORITY OF ITS BOARD OF DIRECTORS THS __- _ DAY OF - -- -- - ---- --- - - - .2021 BANG NAME, A FLORIDA BANKING CORPORATION W/TAESS BY. PRINT NAME- PRINT NAME TITLE WITNESS PRINT NAME STATE OF FLORIDA COUNTY OF PALM BEACH ACKNOWLEDGEMENT.• n451i-Ar wns Ham Far RECOU AT 7/4s BAY 11= m m LILY 1iEmm 4V PCAT Bu UN PACE `'✓ N .44AFYYJ R 6XK Q-B;K AID 07PTRU 1J••'Ili l)i •Ir �"•� A BY DC I CLERK I ACCEPTANCE OF RESERVATIONS. STATE OF FLORIDA COUNTY OF PALM BEACH THE BLLEWATER COVE HOWEOKAERS ASSOCIATION, ING, A FLORIDA NOT FOR PROFIT CORPORATION, HEREBY ACCEPTS TIE DEDICATIONS OR RESERVATIONS TO SAID ASSOCIATON AS STATED AAA SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAWS AS STATED HEREON, DATED THS ____ DAY OF - - - - - .2021 BLLEWATER COVE HOMEOWNERS ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION WITNESS BY., PRINT NAME CARY CLICKSTEIN PRESIDENT WITNESS: PRINT NAME ACKNOWLEDGEMENT- S TATE OF FLORIDA COUVrY OF PALM BEACH THE FOREGOING INSTRUMENT AS ACKNOWLEDGED BEFORE ME BY WEANS OF ❑ PYHSICAL PRESENCE OR ❑ ON! PE NOTARIZATION, THIS DAY OF 20211 BY CARY CLICKSTEIN WHO IS PERSONALLY KNOWN TO &E OR HAS PRODUCED ______------ --- AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS PRESIDENT OF BLUEWA TER COVE HOMEOWNERS ASSCCATION, /NO, A FLORIDA NOT FOR PROFIT CORPORATION; AAD SEVERALLY ACKNOWLEDGED TO AAD BEFORE ME THAT FE EXECUTED SUCH INSTRUMENT AS PRESIDENT OF SAID CORPORA T70N, AAD THAT THE SEAL AFFIXED TO TI-E FOREGOING INSTRUMENT IS 77-E CORPORATE SEAL 01 SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DIE AND REGULAR CORPORATE AUTHOIRITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAID CORPORATION. MY COMMISSION EXPIRES NOTARY PUBLIC NAME COAAWSSION AU: SURVEYORS CERTIFICA TE. THS IS TO CERTIFY THAT TI-E PLAT SHOWN HEREON IS A TRUE AAD CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AAD SLPERVISION, THAT SAND SURVEY IS ACCURATE TO TIE BEST OF MY KNOWLEDGE AND BELIEF, THAT PERMAAENT REFERENCE M0MJ EN7S (P.R.M S), PERMAAENT CONTROL POINTS P.CP.'S AAD MG"ENTS HAVE BEEN PLACED AS R£OURED BY LAW, AID FUR THATTHE SURVEY DATA COW -LIES WITH ALL REOUREMENTS OF CHAPTER 177,, PART 1, PLATTING, FLORIDA STATUTES, AS AMEACED, AND TIE ORDINANCES OF TIE CITY OF DELRAY BEACH DA TB THE- FOREGOING INSTRUMENT AS ACKNOWLEDGED BEFORE ME BY DEANS OF PAIL D. EAGLE PYHSICAL PRESENCE OR ❑ OALIAE NOTARIZATION, THS DAY OF SURVEYOR AAD MAPPER AC.5708 REVIEWING SURVEYOR'S STATEMENT. ______ _-_—____---___-_' 2021 BY --------- ------ WHO IS PERSONALLY 05RlEN, SUTER & O'BR/EN, INC. KNOWN TO ME OR HAS PRODUCED ----- _---- _----- AS IDENTIFICATION AAD 955 NW. 17TH AVENUE, SUTE K-1 WHO EXECUTED TI-E FOREGOING INSTRUMENT AS (TITLE) OF (NAME OF BANK) DELRAY BEACH FLORIDA 33445 THIS IS TO CERTIFY THAT TIE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER, INC, A FLORIDA CORPORATION, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE CERTIFICATE OF AUTHORIZATION AID 353 LAVER CONTRACT WITH TI-E CITY OF DELRAY BEACH, FLORIDA, HAS REVIEWED THS ME THAT (HE/SHE) EXECUTED SUCH INSTR(ACAIT AS (TITLE) OF SAID PLAT OF 'PLACE AU SOLEIL ADDITION NO.. 2', AS REOURED BY CHAPTER 177081 CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOING /NSTRIA•ENT IS (1), FLORIDA STATUTES AAD FADS THAT IT COMPLIES WITH ALL TIE THE CORPORATE SEAL OF SAID CORPORATION AND THAT IT WAS AFFIXED TO REQUR£MENTS OF CHAPTER 177, PART 1 FLORIDA STATUTES SAID INSTRUMENT BY DIE AAD REGULAR CORPORATE AUTHORITY, AND THAT SAID BAAK SEAL BAAX SEAL INSTRLMENT IS THE FREE ACT AAD DEED OF SAID CORPORATION. DATE P. T77L.S MY COMMISSION EXPIRES FLON0. 5005 FLORIDAD NOTARY PUBLIC EGISTY, NAME I D & KIATON CALLFlELD & W/fELER, INC. 7900 GLADES ROAD, SUTE 100 COMMISSION NO.: I ( I BOCA RATON,, FLORIDA 33434 LICENSE BUSIAESS NO. L.B. 3591 SCALE 1" = 50' 0' 50' 100' 150' LEGEND: j = CENTERLINE P.RA[ = PERMANENT REFERENCE MOMAIENT (4 X4" C9CRETE MOMALENT STAAPED "PRM L8353 ) LALESS STATED OTHERWISE PCP = PERMANENT CONTROL POINT LB 53fUf`LESS STATED OTkERWISE P.R.P.BCO. = PL LIC RECORDS OF PALM BEACH COI.NTY SEC77ON 4146/4J = SECTION 4, TOWA54P 46 SOUTH, RANGE 43 EAST GUE = GENERAL UTILITY EASEMENT LINE TABLE LINE NUMBER LENGTH BEARING L-1 3375' N00°0346 E. L-2 25.88' N.12 54'17 E L-3 26.85' N89°14'58 E L-4 26.85' S89°14'58 W. L-5 25.88' S 12 54'17 W. L-6 703.65' S00°03'46 W. L-7 1 77.58 N00°03'46 E L-8 8530'' N 12 54'17 E. L-9 1 70.19' N.00°03'46 E L-10 1 0.67' N16°4458E / h / QR � v zs / EA_ SPECS ACCE EASEhE AREF / TRAc PL A CE A U S OL EIL A DDI TION NO. BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.114) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 THS INSTRUfl ENT WAS PREPARED BY PALL D. EAGLE, IN THE OFFICE OF ORRIEN, SLATER & 0&R/EN, AC, 955 N.W. 17TH AVEACE SUITE K-( DELRAY BEACH, FLORIDA 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-7 00°33'04 20.00' 0.19, N.00 '1 E C-2 72°5031 109.00, 24.43' N.06 '01 . C-3 58°0528 20.00' 20.28' N..1 W. C-4 792°37'37 50.00' 168.01, N. 1 04' 8 L. C-5 58°0528 20.00' 20.28' 14 '18 . C-6 58°0528 20.00' 20.28' S 6 1 '14 W. C-7 39°50'14 50.00' 34.76' S 10438 W. C-8 58°05'28 20.00' 20.28' S4157'01 W. C-9 12 5031 75.00' 16.81' S 06 29'Ol W. C-10 59°3138 20.00' 20.78' N.59 29'09 E C-11 299°05'30 53 00' 276.67' S 00 4 . C-12 59°3352 20.00' 20.79' N.60 58'06 W. C-13 59°3129 53.00' 55.06' N.59 29'04 E C-14 79°06'17 53.00' 7317' S.51 12'03 E. C-15 21°45'05 53.00' 2012' S00 4622 E. C-76 90 23'19' S3.00' 83.61' S55 1750 W. C-17 48°1920" 5300' 44.70' N.55 20'51 W. C-78 1 105°4942' 20.00' 1 36.94' N.53 31'40 E. C-19 1 71°1720 8312' 1 103.42' S37 3622 E b d TRACT ';4" t',eg YY is SMf 63C gGv '� ,�`TyE.R Y a TRACT „C„ o N7T27V We SPECIAL ACCESS .,Pi be EASEMENT EA Ll NTJ `* LIMTS g =AREA 8722' 34.00' ' 2 PLAT LIMTS OF TRACT N89°1438"E LGUE 1 AO PLATTED 12' UTILITY EASEMENT DETAIL 'A" (O.RB 5168' PAGE 1924 & SCALE Y = 50' O.RB 16327, PAGE 1128) NOTES ALL BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE OF THE NORTHEAST O)ARTER (NE1/4) OF SECTION 4, TOWNSHIP 45 SCUTH, RANGE 43 EAST HAVING AN ASSLAED BEARING OF N89°1458'E NOTICE' THIS PLAT, AS RECORDED IN ITS GRAPHC FORM, IS THE OFFICIAL DEPICT70N OF TI-E SLIEDIVIDED LANDS DESCRIBED HEREIN AND WILL IN AO CIRCLMSTANCES BE SUQFLANTED IN AUTHORITY BY ANY OTHER GRAP14C OR DIGITAL FORM OF 77E PLAT THERE MAY BE ADDITIONAL RESTRIC77ONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FaMD IN THE PUBLIC RECORDS OF PALM BEACH COt NTY, FLORIDA. THE TOWN OF GULF STREAM IS HEREBY GRANTED THE RIGHT OF ACCESS FOR ET°ERGENCY AAD MAINTENANCE PLN2POSES THIS INSTRCAENT WAS PREPARED BY PAIL D. EAGLE, IN THE OFFICE OF OBRIEN, SATER & OBRIEN PLC, 955 NW. 17TH AVENAJE, SUTE K-( DELRAY BEACH, FLORIDA 33445 (5611) 276-4501 PERMANENT REFERENCE MONUMENTS ARE SHOWN THUS: O THERE SHALL BE NO BULDINGS OR ANY KIND OF CONSTRUCT70N PLACED ON WATER, SEWER OR DRAINAGE EASEMENTS. NO STRUCTLRES SHALL BE PLACED WITHN A HORIZONTAL DISTANCE OF V FEET FROM ANY EXISTING OR PROPOSED TOWN OF GULF STREAM MA/NTAPED WATER, SEWER OR DRAINAGE FACILITIES COAISTRUCT70N OR LANOSCAPPIG UPON MAINTENANCE OR MAINTENANCE ACCESS EASEMENTS MUST BE IN CONFORMANCE WITH ALL BULDING AND ZONdNG CODES AID/OR ORDINANCES OF TIi TOWN OF GLLF STREAM THERE SHALL BE NO TREES OR SHiRLBS PLACED DN UTILITY EASEMENTS WHICH ARE PROVIDED FOR WA TER AND SEWER USE OR LFON DRAINAGE EASEMENTS LAWSCAPIAG ON ANY OTHER UTILITY EASEMENTS SHALL BE ALLOWED DAL Y AFTER CONSENT OF ALL UTILITY COMPAMES OCCUPI7NG SAME INSTRUMENTS OF RECORD AS SHOWN HEREON ARE RECORDED IN THE PUBLIC RECORDS OF PALM BEACH CDUJTY, FLORIDA I,LESS STATED OTHERWISE N 0 T P L A T T E D RIA S89°14 58 W. 0.0 ' WES ES P.R.M. SET P.SD0T 127.13' 138.00AT 138.00' 138.00' 138.00' 138.00' 156.002 F LIMTS OF PLAT AT LIMTS PLO N TRACT 'BoN oN LOT 8 0o LOT 4 0o LOT 5 op IV LOT 6 roo LOT 7� o AREA = 24,973 S0. FT. p o LOT 1 O P LOT 2 O o ,� AREA = 25,530 S0. FT. O o AREA = 16560 S0. FT O o AREA = X 550 S0. FT O a AREA = ffi,550 S0. FT. N o AREA = 15,,560 S0. FT. O o AREA = 16,560 SO FT O ,°� AREA = 17,375 50. FT. �pQ N2 NZ N2 z Nz Na C-13 C-14 h FG 'GUE C-4 L-3 --8. 0' 1 8--- - 13 .00' 1 8.00,--138.00' .09' C-10 C-11 148.78' h:W Q C-5 809.94' NB9°14'58'E T R A C T " A '_' _ _ _ _ _ _ _ - _ _ _ AREA = 3 c TRACT f� " 93228' K89' 4 - _ - _ _ _ BL UEWA TER COVE qq = 46,405 0. FT. PCP & TRACT 'D" 2920 S0. FT Q Q T�P.cR.ArD - -- 809.91'N89°45B'E ---------------- cENrERo e ! RAaus PaNr ---- 17E --- -12 cLL a sgc 144.5S �� L- 3 .0 '-- -----74� -- s8s°u58�'-,3 �C- �10'GC-116C-7 roATAr C-8 N LOT 14 o Q LOT 18 0 12 o p LOT 11 0 o LLOT 9 LOT 6I TRACT C ho NAREA = 22,456 S0. FT AREA = 16560 S0. FT o AREA = Y,560 S0. FT. OAREA = M',560 S0. FT O AREA = 16560 S0. FT. N o AREA = AREA = 16,502 S0. F7o po AREA = 9,426 S0. FT. 2 I � C-9 _ I LIMTS OF PLAT D' GUE 92.48' 158.00, 2' 'p UTILITY EASE7L£MT 12' UILITY EASEMENT W27, PA 1128) / LIMTS OF PLATS / (_ ' 'ry L p• U TY EASEMENT /O.RB �S LV NDRT}ERLY L9lE OF PLAT \�9 ~ 516BT,1QIIPAGE 1932 & b.R.B. BOOK 30, PACE E4) R v I5159, PAGE 61) l AUENUE AU SOLEIL O o N 0 T P L A T T E D j L----- (RAI.TEd'.IBC OF w 4) uh+rs OF PLAT (NOT INCLUDED) TRACT SUN YCA4AQ/RAT RNM 2), PAf PLACE AU SOLEIL f o r s 3 L o T 92 ADDITION N0. 1 ON PLACE AU SOLES PLACE AU SOLEIL (FIAT BOOK 27, PAGE 69) (PLAT BOOK 27, PALE 69) (PLAT BOOT 30. PAGE 164) n 5.00' N89°1458't. �i W. LAE OF PLACE AU SO.EL (PLAT BOOK 27,, PAGE 69) 510,, PAGE V24 & ORB 15327,, PAGE 1128) - __JUy6. y'j I v_O.7 1' JO r-. - - - - - 12' UTUTY EASE7.£N7K.i27, PACE 1I28) - - - - - - --- --- N 0 T PLATTED NOT PLATTED (NOT INCLUDED) UTXJTY EAS l£nfT (ORB 566. PACE 1932 & OR.B 5U9 PACE 61) 12 UTUTY EAS£AENT (ORB 5168, PALE } LOT 9 1 LOT 9 0 LOT 8 9 LOT 8 8�PILCACOETA11911 PLACE T SOLEIL PLACE AU SOLEII PLACE AU SOLEIL PLACE AU SOLEILGEIL (PLAT BOCK 27, PAGE 69) (PLAT BOOK 27, PACE 69) (PLAT BOOK 27, PAGE 69) (PLAT BOOK 27, PAGE 69) (HAT BOOK 27,, PAC£ 69) OF PLAT 72' UTUTY EASEMENT (O.RB. 511$ PAGE 1924 & OR.B. 15327, PAGE UB) 50.0 SOUTH LINE OF NEi 4OF -----SET P.R.M -L _ SECTION 4/463 50.00' WEST N 0 T P L A T T E D \ 12' UTIDTY EASDfNT (O.RB 16327, PAGE 1728) 2 & ORB 5159, PAGE 60 - - - Q' URIIY fA..SE111fN( (RAT 60. �) PA(£ G91 L O T 8 6 L O T 85 PLACE AU SOLEIL PLACE AU SOLEIL (FLAT BOOK 27, PAGE 69) (PLAT BOOK 27. PACT' 69) PROPOSED r a } FOOT FLARED " TURNOUT 1. r a • jjr r 14' SHELLROCK ROAD 20' OPAQUE a / GATES or W, 8 �a 6' HIGH FENCE �y a -F tr$' F.1. N ors a: e 8 _ • a r/a a I _ Lot 1 r d 1� GREEN SPACE •,,a 16,560 S.F. LOT €# a e r d -- E � - r 0 —_�7 r - -- 4 F Q r - / Lot 14 16,560 S.F. G i / (5,464 S.F.) e � r .. ., n r - LEGEND. - LOT A — PROPERTY LINE KINGS SUBDIVISION z rm ------------ _ N o �q"1 EXISTING ELEVATION I puce eu sMix — — — puce — — — — — — pUm �U Sn n' pub � S�ttF1L L O TW 5 $5tl nl NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. Site LOCATION MAP N. T. S. SCALE: 1" = 50' —gs D sD 10a 25 ]5 ® COPYRIGHT 2021 BY ENNRODESIGN ASSOCIATES, INC. THIS DRANING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENNROOESGN ASSOCIATES, INC. 3/ 7,:�A ✓fly �F .\_ B(,lx CI 1,l GI_ J S\ O3 TRACT "A" -w� PLACE AU SOLEIL ADDITION NO. 1 Q GREEN SPACE C-2 6.00 3.50 1OLF 18" FF EL = 8.0 Lot 1 16,560 S.F. LOT (+55464 S.F.) �m FF 7S.F.) Lot 1 (5 10LF - 18" HDPE 0 0.0% 256LF - 18" PERF HDPE --- -------- I +7.4 +5.D 1 +5.O C11Ico W I W +5.4 +7.3 FF EL = 8.0 Lot 3 16,560 S.F. (5,464 S.F.) s +5.0 I - ----- - - -- cn Cn W I W +5.2 cn (%1 +4.7 +a.s FF EL Lot I 16,560 S.i ♦4) I (5,464 S.F +4.T HOLE - 1 HDPE ®0.09 ---- , / - "_: �s .� n._ ® _ ,�� J FYI J _ Vm J. - --- --- -- - �'r --- ----- 7.72+�.r---- I I +6.2 I I I I . _C_ +].8 +6.8 1 +3.' FF EL = dot 1 16,560 S.F. (5,464 S.F.; +4.0 E- +53+5.2 +'42Y 6SIENT(OR8116�27PAGE 1128) IH UT L123 EASEMENT q (O.R.B. 16J2], PAGE 1128) 12 UTIIJTY FASEMEN O. R19 5168. PAGE 1932 k .R.B. 5169, PAG 1),Ii.01 -- ----- - - - - - - 5.4 V+1 i.6]+ - _ - +].0 N 0 T PLATTED I F +6.91 +T20 �.IIIIIIL 12' UTILITY EASEMENT (O.R.B. 5168, PAGE 1932 & O.R.B. 5169. PAGE 61) 12' UTILITY EASEMENT (PLAT BOOK 27, PAGE 69) 1 - - - - - - - - - PLACE AU SOLEIL PLACOE AU SOLEIL PLACE AU SOLEIL L 0 T 9 0 L 0 T 8 9 PLACE AU SOLEIL PLACE AU SOLEIL NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS NOTE: SEE LANDSCAPE NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND PLANS FOR HARDSCAPE PLANS FOR LANDRICK PAVER REPORT ANY DISCREPANCIES TO ju MATERIALS & SPECIFICATIONS ENVIRODESIGN ASSOCIATES, INC. Know what's below. PATTERNS Call before you dig. Site LOCATION MAP N. T. S. UN z O H tt 7 F N Z O t� O LEGEND: F PROPERTY LINE Z A SECTION IDENTIFIER 'I PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION -�� DIRECTION OF FLOW �A1 EXISTING ELEVATION DENOTES AREA OF PROPOSED ASPHALT PAVING DENOTES AREA PROPOSED 1" MILL & OVERLAY DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DENOTES AREA OF EXISTING PAVEMENT AND BASE TO BE REMOVED & REPLACED WITH CLEAN FILL DENOTES AREA OF EXISTING PAVEMENT TRENCH REPAIR FOR UTILITY INSTALLATION -SEE DETAIL SHEET 2 PROPOSED CATCH BASIN 12" PERF HDPE PIPE IN ®DENOTES 8' WIDE X 4' DEEP ROCK TRENCH (BOTTOM EL 0 0' NAVD) N YLO-1 STRUCTURE TYPE -NUMBER 6.00 RIM ELEVATION 3.50 INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HDPE HIGH -DENSITY POLYETHYLENE PIPE CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 30' - 5 9 30 60 15 45 ® COPYRIGHT 2021 BY ENNRODESIGN ASSOCIATES, INC. THIS DRAWNG IS PRONDlD FOR INFORMATIONAL PURPOSES ONLY, VNLE55 SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES, INC. 0 s z Q �W `ow oLL w z �W AA a w O O W c7 W -e� r. E. d E � �o C CJ zLLE my n7 or C, � � V � N � LL ii zom � 0 Who CAN 3 ao WQ3 0.., 9 ="vo %20o W Ewa SIW N W � z W DRAWN: B.A.H. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-ENG SHEET NO. 2 OF 13 I +5.0 1+00 t '4 �f 9 �o o c\I l m v a3w L I L +6.0 + W I w +5.4 +6.5 w O +6.0 ¢} C) W I W 1+5o + i Zt+� Site O-Z 0 w N Z 0 w 0 LEGEND: U. PROPERTY LINE ~ +a.] +s.o +]o q � Z +s.a +s.3 � . ..T +as _ _ - +].2 +6.1 = W SECTION IDENTIFIER FF EL ---8.0 - --_ a I I _ 1 - I' I r-- - �, m _ 1 1 PLAN PAGE DETAIL PAGE F�Ot 48.0 - --II FIND PARLEL8.0 2+DD 30 ..5 I Lot C I FF EL = 8.0 =� L O t+ 5 z 16.5 PROPOSED ELEVATION --I I I 16,560 S.F. I sy +5.e Lot 7 O DIRECT ON OF FLOW +a.9 I 16,560 S.F. 1 ,'J73 S.F. + + a`� EXISTING ELEVAT ON (5,464 S.F.) Zz 'Al (5,464 S.F.) ERYIRREGUL45/9 ZZ S.F.) 25,524 S.F. j 7 704 S.F. W. SEAWALL BY OTHERS DENOTES AREA OF PROPOSED ( ) n - � AS PHALT SPH ALT PAVING , + W TOP EL TBD 'I 2+50 � + -L---- C-5 10L 18" +a.o- --- � --- - I �.._ - ----__ ; _ 10LF - 18"` _ DENOTES AREA PROPOSED 1 F +65 ;i MILL &OVERLAY 1�5,7 HDPE ®0.07 C-6 10LF �a1�" / �iDPE ®0.0, PROPOSE 256LF 18' 5.75 HDPE 0 0.0% / \ z i1DENOTES AREA OF PROPOSED BRICK --_ PERF HOPE 3.50 164LF - \ 19LF - 18" DRAI1 / PAVERS SEE DETAIL SHEET 2 - E -- - - - - l- +3.z ---- _-- ---- ---- PERF HDPE - _ -. _ - - �J7.� - - 18/ J \ HOPE ®0.09, -OUTFACE HRU 23LF - 18" LANDSCAPE PLANSLFOREPATTERNSE -� --. - T- - _ 7 12 �.- .. RCP 0 0.0% SEAWALL TBD - - DENOTES AREA OF PROPOSED _ +9 61 6 56 _ i 6 % , 1.-. +53 - n. n a o - HARDSCAPE BY OTHERS SEE 6.34 5.90 `�r. _ D 5`90 - - -_ _ _ y - o LANDSCAPE PLANS FOR DETAILS ��� I - +s o DENOTES AREA OF EXISTING PAVEMENT __ _- - - - _ AND BASE TO BE REMOVED & -- --- - WI _-�I I - REPLACED NTH CLEAN FILL _- r - _ Ij- 11-1 - +BIN 7 72 -- e / 7 60 350 C-8 -- HOPE ®0.07. d� Q�W 51 DENOTES AREA OF EXISTING PAVEMENT 3. +a 5.75 - �= z�-k'� TRENCH REPAIR FOR UTILITY I 6 75,3.50 k�i; INSTALLATION -SEE DETAIL SHEET 2 3.9 - +2.9 +33 Idl - PROPOSED CATCH BASIN FF EL 13.0 Lot t FF EL - 8.0 �1I1 -s.b cuE FF EL - 8.0 - FF EL = 8.0 �" ® 8' WIDESxl4 DEEP ROCK TRENCH Lot 10 a > +3.1 ��}} Q � � BOTTOM EL= 0.0' NAVD 16,560 S.F. +3.8 Lot J +4.4 Lot 8 e go=" 16,560 S.F. z<a _N NYLO-1 STRUCTURE TYPE -NUMBER 16,501 S.F. 22,449 S.F. is 6.00 RIM ELEVATION (5 464 S.F.) _ � j (5,464 S. I I I 4.00 + + - 3.50 INVERT ELEVATION E. IE. (5, 445 S.F.) I (7, 089 S.F.) NYLOPLAST YARD DRAIN OR +x.o +2a .=� NYLO APPROVED EQUAL t W W 7 SEAWALL BY OTHERS +a.fi +3.3 IL INLINE YARD DRAIN 1 ---I- - TOP EL TBD HOPE HIGH -DENSITY POLYETHYLENE PIPE - _ II _ __ __ +5.4 +5.2 +5.4 - -' 12 UTILITY EASEMENT 0 R B - __- . _...__- -.. +5.9 _ -� T ( 16327, PAGE 1128) - - - - - - - - - - - - - - T5.9 VV 1l WL ♦5.63 - RWL SEAWALL TO RETURN TO WEST AS NEEDED 0+50 / --T0 TRANSITION TO "` \ -. PROP.OS,ED GRADES �{ CALL 48 HOURS BEFORE YOU DIG. +5.40 __- - 12' UTILITY EASEMENT (ORB. B. 5166, PAGE 1932 k O.R.B. 5169, PAGE 61)- - - - - - - - - - _________ ITS THE LAW -i �� _ - - / 1 800 432 4770 1 _ xrnv.M. SUNSHINE STATE ONE CALL OF FLORIDA, INC. - - - - - - - t`ACE nU SOLEIL L o T a a L O T 8 7 - - - _ _ _ _ _ _ _ _ _ NOTE: CONTRACTOR TO FIELD SCALE: 1" = 30' PLACE AU SOLEIL PLACE AU SS LOT 8 6 PLACE AU soLEIL L o T a 5 - - VERIFY EXACT LOCATION, SIZE, AND Ju. � PLACE Au SOLEIL ELEVATION OF ALL IMPROVEMENTS - s 30 60 o NOTE: SEE LANDSCAPE NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND 15 as = PLANS FOR HARDSCAPE REPORT ANY DISCREPANCIES TO {� MATERIALS & SPECIFICATIONS PLANS FOR BRICK PAVER ENVIRODESIGN ASSOCIATES, INC. Know what's UQIOW. 0 COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. PATTERNS THIS ORAKING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, Cal I before 1. you d19. FE UNLESS SIGNED AND SEALED BY A REGISTERED PROS90NAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. LOCATION MAP N. T. S. 0 a �4 Off¢ 3N - Ow oLL xa � a O QI �4 z O � �O �w q[W4 Ow E W Qi >el '� w'a a, W Q'i C7 E d F � m a as A O e�' C U ioe 0 E dHo zC' 20- W ho >01 w¢ 0 6 3 7r 2>o /�F�� W wvc • Q aN 00 � �dN W � W N� z DRAWN: H.A.B. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 190B6-ENG SHEET NO. 3 OF 13 ni 22 elf 94LF - 8" PVC 0 0.4% 46LF B" PVC ® 0. 471 2 / P I z / A - - - / TRACT "A" / PLACE IL ADD ADDITION NO. / / z APPROX 45OLF %/ DIRECTIONALLY t DRILLED 4" / HOPE FM / / / / / / / APPROXIMATE GREEN SPACE I L_ l_J L L 16,560 S.F. LOT + ° I 16t960 S.F. I (,55464 S.F.) (5,464 S.F.) I +6.7 MH-4 I ,-1 5" SINGLE SERVICES (TYP) - - - - -+&2- - - - 1 .11 39 E 1 W ----- -_ 49 +6.B - - - - ~ _ r_-------r - --- 300LF 8 �-F 8 C 900 - - - -- --- F.H/j3 SDR-35 PVC PVC W.M. / ® 0.407 2" DOUBLE SERVICE (TYP)- +6.2 I LOL ) 16,56J S.F. I1 (5,464IS.F.) +4.9' 29OLF - 8" +5.D SDR 35 PVC ® 0 40% II INLINE G.V. 6' GV� I I I Lot 4 16,560 S.F. (5,464 S.F.) MH- 7.2 8"X6' TEE - - - -ter. 8' C-900 -. F.H#2 PVC W.M. I ' +3.9 Lot 12- I ++ 16,560 I.F. I 16,5560 S.F.1 (5,464 (5,464 S.F.) �'ILO � �+5 3 +a.D _ E- E- I' 8" G.V. +ae �, +ze 8 A ENT(O.R.a+1632]. PAGE 1126 - +YF -- __' - - 5 ) L '412 UiIUTY EASEMENT (0 R B 16327, PAGE 1129) l __ +6.0 �TILITYI•ASEMEN� �-R WL \„ \ .-_ �RR.B-1632ZPAGE�1��q _- G�1 _ _ _ 12' UTLITY EA - - RfRB. 5168. PAGE 1932& �B 5169, PA G 1) - i._ - L } - _ �� L 12' UTILITY EASEMENT (O.R.B. 16327, PAGE 1128) I� +6:3i t5'm -i - - - - - - _ __ +54 - L�: +i '•1(10.07 I 10.6]+ i - - - -- - +5.53 - _T _F 12"X8" T.S. & T.V. � I \ N OT PLATTED 1 +7.26 I +z] w \ + +6.4 O; +&91 L_ - - - - - - 7.20 - w.M.o �� - - - - +s.4c _ - - - - - - - - - - 12' UTILITY EASEMENT (O.R.B. 5168, PAGE 1112 & O.R.B. 5169. PACE 61) - z- 12' UTILITY EASEMENT (PLAT BOOK 27, PAGE 69) - - - - - - - - - - - _ - - LIM w� L c � -i- 4 PLACE Au SOLEIL PLACE AU SOLEIL PLACE AU SOLEIL LOT 9 0 LOT 8 9 PLACE AU SOLEIL PLACE AU SOLEIL L O T PLACE AU S LEGEND: PROPERTY LINE LOCATION OF Q EXIST MH h J y APPROX y LOCATION OF / EXISTING 8" GRAVITY MAIN M -5 8.20 -2.69 E 2. 9 S 8 45 ELB01 +4.6 /-- a-sart= / z 5 8"x6" TEE 6" G. V. 5 � 8"-22.5' ELBOW _ +S.B I' MH-6 +6.3 -`' 9.17 Lot 14 SANS* _3.17E I I - -3.27 w 16,560 S.F. (5,464 S.F.) 8'-22.5'ELBOW I +9.6 II , I NOTE: ALL WATER METERS TO BE SIZED AT TIME OF INDIVIDUAL LOT DEVELOPMENT. SINGLE WATER SERVICE LINES SHALL BE CONSTRUCTED OF 1.5" BLUE POLY, AND DOUBLE WATER SERVICES SHALL BE CONSTRUCTED OF 2" BLUE POLY, SEE DETAIL SHEET 10 FOR ADDITIONAL REQUIREMENTS. [.1 ar E'ib21 4 r V G, U ..�{�IV1vII U! l.7uil v(i wG A SECTION IDENTIFIER 'I PLAN PAGE DETAIL PAGE T PROPOSED WATER METER } PROPOSED WATER METER WITH T BACKFLOW PREVENTER i PROPOSED FIRE HYDRANT N PROPOSED GATE VALVE Da EXISTING GATE VALVE 0 EXISTING MANHOLE - C.O. SANITARY SEWER CLEANOUT f SINGLE SANITARY SERVICE WITH CLEANOUT E IX ST EXISTING MH MANHOLE 8.57 RIM ELEVATION 2.60 E NV EL & DIRECTION II 0 W NV EL & DRECTON MH-1 MANHOLE NUMBER TBD RIM EL TBD INV EL NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Site1 7 r. C LOCATION MAP N. T. S. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 30' ju. 15 45 L 0 COPYRIGHT 2021 BY ENNRODESIGN ASSOCIATES. INC. Know what's YeIOW.J THIS DRAMNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, you dig. Call before UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIDNAL y g ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. 0 5 Ci 4 �W E. 04 w a aW wQ OW I� W a W � E-4 O F C;d xW �;T� E- w � F z Q, N F � V] oM1N O °o� C� Vz� O)y _4 IDor . 2 cF�LL 029 - E. zo Doi Who >0`u +'ao w`a oar 3 0 zF W wma -n dN [/] O . W � W N0 Z5 z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-ENG SHEET NO. 4 OF 13 I+5.0 I NOTE: ALL WATER METERS TO BE SIZED AT TIME I OF INDIVIDUAL LOT DEVELOPMENT. SINGLE WATER SERVICE LINES SHALL BE CONSTRUCTED OF 1.5 +6.0 E-Ei +5.4 BLUE POLY, AND DOUBLE WATER SERVICES SHALL W I W BE CONSTRUCTED OF 2" BLUE POLY. SEE DETAIL 5 +73 W W SHEET 10 FOR ADDITIONAL REQUIREMENTS. IS; I W I +5.2 - -- P4 W +6.6 +47 +4.5 - - ----, F 1 NID P A R C E L Lot 3 dot 4 Lot+4.55 dot 6 j-- -I-- S._F.____ 16,560 S.F. 5 ------ (5,464tS.F.) +a.9 16,560 S.F. 173 S.F. ---) -----I ------ (5,464 S.F.) R.B. 10756, PAg(5,464 S.F.) j VERY IRREGULA(`.16R7:q,3 S.F.) ++ 1750 E , ;,; n'Y.4' +7.2 +6.3 Site LOCATION MAP N 1+00 o + N. T. S. Z 0 V H +s.o y O +5.4 ♦5.3 LEGEND: U. PROPERTY LINE O --- Z z+oo + ® SECTION IDENTIFIER . i I PLAN PAGE DETAIL PAGE +5.8 5 o t 7 + 25,524 S.F. ' (7,704 S.F.) 290LF 8" +s.a I. +4.0 - -- - +zs SDR-35 PVC I -. MH25 2" DOUBLE SERVICE (TYP) I I MHfis\- 00.40% -- - 8'X6' TEE -0.13 E +as / \ -- - - - - - ------------- + -- __ 023 W 41 - - - - _ - _-_- _ __ - .+-- 1---------- - u-v----, '�-YIL- - - +3 z 1.03 W ' \\ - +90 _ m �IIII��m�nA rm�m, �5A1FI�3AN�iAN- O .-_ 1 - - _ 1+00p _ ---�Yn �,rm�rW vml� �- �vm� �vm�vin� arm g �""i•Y yf..4�dW`-LT.iYI y1.L11.1/- wm -��r= _ - - - - - - -- - -"m�W- .mom �m 8.._45 ELBOW=F'.-97 _ - - ,. INLINE G.V. ---_- _ f- - -rs.r -- - - -- - 290Lf_ 8"- s .m ,P) i ' 16" G.V. 8' C-900 --, PVC--- -_-�-+ae--- -. � PVC W.M. wz F.Hj/2 00.407+34 �I I1 5" SINGLE SERVICES (TYP) / --------- a- 1 +a I - I 54LF - S E 2" SERVICE TO 11t HYDROGUARD +2.9 SDR-35 PVC - - i MH-1 +3.3 I 0 0.407, FLUSH DEVICE Lot 1+4.t -"� �5 O' GUE �� 6., G.V. -_ 6.85 Q io Lot 11 35 o W 16,560 .F. +3 16,56D S.F. of FH 1 8"X6 REDUCER Ot Q w Lot 1 L L 8 16,560 S.F. 6 +4.4 �o (5,46� F. (5,464 S.F.) j j 16,501 S.F. 22,449 S.F. s.3 +a.o I (5,464 S.F.) 4.00 ; +" (5,445 S.F.) (7,089 S.F.) E- E- - I +z.0 a ►`4 W - - +s.z - - . -- __ --_. - __ ---. -. - - - -- f rn � rn I I � _ _ "- I � +a6 +a3 ' _--'RWL - __. -. Y EASEMENT (O.R.B. 16327. PAGE 1128) +6.31 -� _ _ +5.]4 -- - 5 4 - - - - - -12 UTILITY EASEMENT -R.B.-1632J, PA 1128� -T+5.9 _ _ _ _ _ 5 +52 _ -- +59 - T (0. !Ina L. _ -_. - � +s63 RWL � - - - - - -7 +6.18 -.. +4.7 - +J.J \ +4.4 I, PAGE 1932 h O.R.B. 5169, PAGE 61)------- ---- -. _ - --- - .--. -. ' - - 12' UTILITY EASEMENT (O.R.B. 5166, PAGE 1932 & 0 R B. 5169, PACE 61) n.. I OW.M. a[iw_M. LOT 90------------------�+SD-- PLACE AU SOLEIL f - - - - - - - - PLACPLACE ASOLEIL L E I L OE AU SOLEILLOT 8 8 LOT 8 7 - - - L 0 T 8 6---------FIELD- L,--- _ PLACE AU SOLEIL PLACE AU SOLEIL NOTE-: CONTRACTOR TO � VERIFY EXACT LOCATION, SIZE, AND o ELEVATION OF ALL IMPROVMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO Know what's b@IOW. ENVIRODESIGN ASSOCIATES, INC. Cell before you dig. T PROPOSED WATER METER } PROPOSED WATER METER WITH T BACKFLOW PREVENTER PROPOSED FIRE HYDRANT N PROPOSED GATE VALVE EXISTING GATE VALVE 0 EXISTING MANHOLE C.O. SANITARY SEWER CLEANOUT } SINGLE SANITARY SERVICE WITH l CLEANOUT EXIST EXISTING MH MANHOLE 8.57 RIM ELEVATION 2.60 E INV EL &DIRECTION 0 W INV EL &DIRECTION MH-1 MANHOLE NUMBER TBD RIM EL TBD INV EL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 30' - 5 0 30 60 15 45 0 COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES. INC. TI115 DRAWING IS PROVIDED FOR INFORMARONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC. im 'owIs zw o4 O P, W W ~- a" w � a �L) a W EO W -+ C/] E w � a E a to F N a <m M n pMN C L) z� Z. m EKNOLL Dswzom i? L) W h o W oo1 a�3 vo z p�� [] ova QON [T] m z � a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-ENG SHEET NO. 5 of 13 CLEAN AND GRADE MEET (.GRADE SUBGRADE MIN. 95% UNLESS OTHERWISE EDGE 1/2" MAX DENSITY PER _1/4' PER FT. SLOPE SHOWN 2. NO.4 BAR PLACED _ RADIUS AASHTO T-99 ON PAVEMENT SIDE 24 R/W LINE WA WEARING SURFACE 12" �12" WEARING SURFACE P.T.TYPE •A• LASS I CONCRETE �L SECTION A -A -� 3/4'R JOINT PER SECTION 345, R/W LINE F.D.O.T. STD. 6 38ASE n e 6' - BASE SPECIFICATIONS 3000 PSI MIN. STABILIZED - TABILIZED SUBGRADE SUBGRADE NEW EXISTG. 12" S.W. S.W. P.C.A `\ E.o.P. CONCRETE VALLEY GUTTER URB RAMP `TWE 'A" JOINT HEADER CURB NOT TO SCALE PER FOOT INDEX 304 TYPE "B" JOINT PLAN NOT TO SCALE WITH DETECTABLE - J 1 NOTE: SAWCUTS REQUIRED WARNING SURFACE J --F AT 10' CENTERS. 1/4" R. 1 A• 6" \ WEARING IH�II 2"R 2"R SURFACE pl/4"P,SREMOLDED ARING 3YR- rION JOINT a SURFACE AL PER SECTION .o ' TYPE "A' 932-1.1 F. D. D. T. Sip. TYPE "B' m_ m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ll Pavement markings to be installed per these typical., plans and specifications, and as directed by the City ands the man..l a11 ncuniform traffic cantrolmd.A...f ('D O.T.) M O.T . 100% TOP OVERLAP 4,50 FT NAw K:1 PERMANENT MARKINGS TOP OF TRENCH Installation: (TYP) or MS WA E RD�K ���(�� - All markings shall be installed by the extruded 4.00 FT NAw TOP OF PIPE method. (TYP) 18"• 5.0' PROPOSED - Markings shall be tree of weaves, bows. drys, GIAMETfP 18'• STRUCTURE drags, and other degrading items. PERFORATED DIAMETER - Chalk shall be used for all layout markings H.D. P. E. H.D.P.E. Materials: 2.60 FT NAw - All moterials shall be alkyd r hydrocarbon INVERT AV oyB e a c thermoplastic meeting all FOOT specifications. e#4 Y5 ASH�B ROCK Thickness: All markings shall be installed to yield 90 mils 0.00 FT NAw of material measured above the pavement surface. TRENCH BOTTOM IRAFl 140N OR APPROVED EQUIVALENT Spheres: (TYP) FILTER FABRIC - Reflective glass shores are to be applied to all stripes and marking. per FOOT specifications. Altemate Material: • UNLESS OTHERWISE NOTED ON PLAN - STAYMARK marking tape, or equivalent may be used, as approved or directed by the City Engineer. Layout: Layout shall be ads using marking chalk. It is recommended that marking layout be inspected PERFORATED PIPE TRENCH by the City Engineer prior to the placement of final markings. N.T.S. Trumno nov unovinlr`c 1.50 FT NAw CONTROL ELEVATIO • UNLESS OTHERWISE NOTED ON PIN PERFORATED PIPE TRENCH N.T.S. Temporary markings may be used only as specified in this section, or as approved or directed by the City Engineer. Final Pavement Surface: Only foil backed marking tape is allowed. - All tape hall be totally removed cancurent with permanent marking placement. Other Pavement Surfaces: - Intermediate pavement surf.... may be marked with FOOT approved moterials, designs, and .peclfcatlons. PAVEMENT MARKING SPECIFICATIONS RT 8.10 (Sheet 1 of 2) I NEW CONSTRUCTION PAVFAIENT JOINT NOTE: THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY APPUCATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT A BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND BASE. SAW CUT 3' 1'AS11ALT OR MILL EXISTING MIN. OVERLAY ASPHALT 1 PAVEMENT ,MIN. EXISTING \ ASPHALT EXIST. ASPHALT `EXISTING TO BE REMOVED. BASE NEW OVERLAY PAVEMENT JOINT NOTE: THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT WILL BE CONNECTED TO EXISTING PAVEMENT. PAVEMENT JOINT DETAIL RT 7.1 ALL PAVEMENT MARKINGS All paved surfaces shall be properly marked prior to the hours of dark..... RAISED PAVEMENT MARKERS - R.P.M.. shall be installed an .II lane lines and —tedines, spaced at 20' or 40'. - R.P.M.s shall be . 4 x 4 type class "B" marker meeting F.D.O.T. specifications and shall be approved by the City Engineer prior to use. - R. P.M.'s shall be installed using alkyd nruro nl nh-r--plastic an asphalt and epoxy on concrete. - All Materials within right-of-way shall be thermoplastic and per F.D.0.T. specifications. - Pavement marking within private parking lots may be painted according to F.D.O.T. sp.0fIt tIo , except for all stop bars adjacent to public rifgt-of-way. PAVEMENT MARKING SPECIFICATIONS RT 8.1b (Sheet 2 of 2) C QpD gY f: 'Y P, O / L Z K O LL F O Z CALL 48 HOURS BEFORE YOU DIG. • IT'S THE LAW Q. 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. KDOW what's below. ® COPYRIGHT 2021 BY ENNRODESIGN ASSOCIATES, INC. L! J THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. you dig. Call before UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL y 9 ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. 6 S i 4 'o am �w ¢� x� o� o x �4 a zn � a F q Q W W W kH A �z4 O O U w <11 a C%� W 1 Ey W y� Wa aW <� Cn F z m u) F am Ha a I fin o � O.2N C U z� my a 6t x ado E - F� 0 IC a m °0i w�D O WQ po Zi a>0 3 ,7— Fii F � � W � 1 ua -n • a QN co V] o = rc a+ 4aln Z No z w DRAWN: H.A.B. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-DTL SHEET NO. 6 oF13 MATCH EXISTING DRIVEWAY WIDTH R/W 12' MIN. 24' MAX WIDTH (2-WAY) UNLESS ♦-1 A- OTHERWISE SHOWN ON PLANS 5' SIDEWALK SCORED OR SAW -CUT JOINT EXPANSION JOINT 6' SIDEWALK (3000 P.S.I. CONCRETE) SCORED OR SAW -CUT SIDEWALK (6' CONC.) W/IN 10' OF DRIVEWAY (TYP.) 5' RADIUS SLOPE 5' RADIUS (SAME AS ROADWAY) EDGE OF PAVEMENT A PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY, 1" TYPE S-III ASPHALT EDGE OF PROP. DO NOT SWALE PAVEMENT DRIVEWAY ATCH EXISTING SLOP ELEV. AT S/W 6" UMEROCK BASE COMPACTED TO 98S AASHTO T-100 SUBGRADE COMPACTED COMPACTED TO 98% AASHTO T-180 SECTION A -A NOT TO SCALE NOTE: ALL SIDEWALK WITH CENTRAL BUSINESS DISTRICT SHALL BE A MINIMUM W1DIH OF 8'. ASPHALT DRIVEWAY APRON RT 9.2 INLET DIMENSIONS GRATE MAX. PIPE SIZE TYPE TYPE A B WALLA WALL B 'C' 2'-0" }'_t" U.S. FOUNDRY No. 6212 'E' 3'-0" 4'-5' U.S. FOUNDRY No. 6290 U.S. FOUNDRY GRATE N'6290 OR EQUAL -\ U.S. FOUNDRY GRATE #6212 OR EQUAL TYPE "C" TYPE "E" NOTES: 1. ALL GRATES SHALL BE SUITABLE FOR H-20 LOADING (HIGHWAY TRAFFIC LOADS) 2. WHEN INSTALLED IN PAVEMENT OR WITHIN 6' OF PAVEMENT USE U.S.F. 4160-6210 TYPE C & E INLET GRATE DETAIL D 6.1 PAVEMENT SPECIFICATIONS WEARING SURFACE 1 1/2" TYPE S-III (2 UFTS) SEE NOTE 2 8' UMEROCK OR 10" CRUSHED CONCRETE COM- BASE PACTED TO 98% MAX. DENSITY PER AASHTO T-180, PRIME & TACK COAT PER FOOT SECTION 300. 12" STABILIZED (75 P.S.I. FBV) AND SUBGRADE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180. NOTE: t VARIATION FROM MATERIAL SPECIFICATIONS WILL BE CONSIDERED ON A CASE BY CASE BASIS BY THE CITY ENGINEER. 2, 2NO LIFT SHALL NOT TO BE PAVED UNTIL CONSTRUCTION VEHICLES AND EQUIPMENT HAVE COMPLETED WORK. 3. STABIUZE SHOULDER TO 50 P.S.I. F.B.V. 1-1/2" SAND BEDDING OR LIME ROCK SCREENING 1-12" COMPACTED SUBGRADE TO 98% PER AASHTO T-180 SIDEWALK BASE OUTSIDE RIGHT OF WAY 4" UMEROCK BASE COMPACTED TO 98% PER AASHTO T-180. INSIDE RIGHT OF WAY 6" LIMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 OR 4" FLOW -ABLE FILL (100 P.S.I. MIN.) ROADWAY BASE INSIDE RIGHT OF WAY 8" UMEROCK BASE COMPACTED TO 9B% PER AASHTO T-180 OR 6- FLOW -ABLE FILL (100 P.S.I. MIN.) PAVER 2' RADIUS NO INTENTIONAL SPACE SPACE BETWEEN PAVERS - d' rc3 B" SOILDIER COURSE CONCRETE BAND OR 'F' TYPE CURB 3000 P51 & GUTTER CONCRETE NOTE: IF CITY APPROVES PAVERS TO BE USED IN LIEU OF GONG, SIDEWALK. PAVER SHALL BE HOLLAND-STONE, 45- HERRING BONE, RED/CHARCOAL, COLOR MIX 02. PAVER BRICK SECTION DETAIL RT 10.1a 1 WA 'B" i"1 T_ WALL "A" 2 1/4" T-U, PLAN SECTION / G2-1/4� !- COLLAR TO CONCRETE s�ffi TYR Ito 0 N0. 4 OAF 0 12' O.0 EACH WAY SECTION ' SEE TYPICAL BACKFILL DETAIL GU 2.1 INLET DIMENSIONS MAX. PIPE SIZE TYPE A I B GRATE TYPE WALLA I WALL B C. 2'0" 3'1" U.S. FOUNDRY 15" 24 N0. 6212 R.C.P. R.C.P. 'E' 3'0" 4'6' U.S. FOUNDRY 24" 36 NO. 6290 R.C.P. R.C.P. NOTES' 1 INLET TO BE PRECAST WITH CLASS 'A' 4000 P.S.I. CONCRETE. 2. ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4". 3, 12' DIA. WEEP HOLE REQUIRED ON ALL STRUCTURES MICH HAVE A BOTTOM ELEVATION ABOVE THE WATER TABLE EXCEPT IN WELLFIELDS, 4. 18" SUMP REQUIRED IN ALL DRAINAGE STRUCTURES. 5. SEE BEDDING DETAIL D 3.1 6. ALL STRUCTURES TO BE 4 SIDED ANGLE SHOULDERS. TYPE C & E INLET DETAIL D 7.1 ETC.) NOTES: NOTES: 1. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL CITY FACIUTIES. 2. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND 1. THIS DISTANCE SHALL BE 10' MINIMUM FROM ALL CITY FACILITIES INSPECTED BY CITY PRIOR TO BACKFILLJNG. ALL ROOT BARRIERS SHALL EXTEND IF NO ROOT BARRIER IS USED. UP TO FINISHED GRADE. 3. ROOT BARRIERS SHALL BE MINIMUM 36' DEEP, APPROVED PRODUCTS INCLUDE 'DEEP ROOT" AND "ROOT SOLUTIONS'. FLEXIBLE BARRIERS SHALL BE 36- PANELS MANUFACTURED BY BIOBARRIER. 4. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. TYPICAL TREE WITH ROOT BARRIER LID 1.1 1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 L BEDDING DEPTH FILTER FABRIC 3/4" ROCK (SEE NOTE 1) (SEE NOTE 21BEDDING NOTES: 1. BEDDING DEPTH SHALL BE 10" UNDER DRAINAGE STRUCTURES AND 18" UNDER SANITARY STRUCTURES.'^ 2. ROCK SHALL BE WRAPPED IN FILTER FABRIC�`a THAT MEETS THE REQUIREMENTS OF F0.0.T SPECIFICATION SECTION 985, /x "Y �C)� 1 V�® STANDARD BEDDING D 3.1 q; CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW ju- 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's b@IOW. 0 COPYRIGHT 2D21 BY EN11RODESIGN ASSOCIATES. INC. THIS DRAIWNG IS PROVIDED FOR dINFORMATIONAL PURPOSES ONLY. .1 UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL aII bBfOFB you 19. ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. z H V Q: H N z 0 ce 0 I- 0 z 0 z 4 a3 ap ow z o x r� a a w W W Q O Qi AE-4 o46 E_ F� c5W firr_ F�••1 m m F �m a dl inn � N 0 C 6 L) mN a at o 7 0 m 2001. WQ1 ZOo Z U3 _0o z T I Uva � �aN ai W m W N� z � a z W DRAWN: B.A.H. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-DTL SHEET NO. 7 oF13 PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC ENGINEER. LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION ACCORDANCE WITH THE FDOT LATEST STANDARDS. 334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY ON THE DETAILED DRAWINGS. REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" 12. ALL CONCRETE SHALL DEVELOP 2500 F-J. (MINIMUM) 28 DAY COMPRESSIVE BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER. OR TYPE "D" CURB. SUBGRADE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO AASHTO T-180. CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE AS PAVING SHALL DEVELOP 3000 P-3. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF 13, PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC METHOD "C" OF AASHTO T-180 SPECIFICATIONS. DEPARTMENT TYPICAL T-P-17, WHERE APPLICABLE. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED CONSTRUCTION AND COMPACTION OF THE SUBGRADE. TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO 1-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40% CARBONATES OF CALCIUM 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN AND MAGNESIUM IN THE MATERIAL. ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, 4, UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE WHERE APPLICABLE. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE 16, GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 17. GRADES SHOWN ARE FINISHED GRADES. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 18. EXISTING AVERAGE ROAD CROWN ELEVATION = 5.75 N.A.V.D. PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO OF CLASS III OF ASTM C-76 AND WITH THE FDOT SPECIFICATIONS, LATEST EDITION. A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE MATERIAL. WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND TO ALLOW FOR THE THICKNESS OF THE SOD. SECTIONS 125, 430 AND 943 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. S. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE AREA. BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF SHALL BE RC-70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE EXISTING GROUND DITCH 7 T1 (W) + 4' ✓� SURFACE RESTORATION / SAWCUT SURFACE (12"TYP�� SURFACE JOINT mf REMAINING BACKFILL PLACED AND \� COMPACTED PER APPROPRIATE / 5PECIFICATIONS.(SEE NOTE 5 1\ \i BELOW) 6' MAX. SIZE 18" MAX. LIFT. ...... 3 :. :. .% i I2" - DITCH 12" :\\ ., '4 (: GRANULAR BACKFILL PLACED AND /, REF7T.P,,AVEMENT REPLACEMENT BASE (W) ¢:i%;. . iy COMPACTED TO 98% MAX. DENSITY '.l �` 12' PER T-180 7/8" JOIN].i \\ �`at12? �wS AASHTO MAX. ^.;i•MA%'•` 'S+,MA%.,t AGGREGATE SIZE fi MAX. LIFT. A A AI SEE L BACKFILL DET L \ :�z� ti y)• ;; GU 2.1 FOR COMPACTION FO j ;'; it DIA. VARIES REQUIREMENTS. BEDDING MATERIAL COMPACTED / TO AASHBTO ITAI8DENSITY PER 1'-0" VARIES 1 -1--0 1. REPLACEMENT BASE TO BE AT MIN, 4. ALL DISTURBED PAVEMENT MARKINGS 12" THICK. SHALL BE RESTORED IN ACCORDANCE WITH CITY STANDARDS. 2a. BASE MATERIAL SHALL BE PLACED IN TWO LIFTS AND EACH LIFT 5. SURFACE MATERIAL SHALL BE F.D.O.T. COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 (MAX. TYPE S-I OR S-III ASPHALTIC CONC. LIFT THICKNESS = 6"). (MIN. THICKNESS 1 1/2"). 2b, 12' EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD MIN. 190 P. S.1. MAY BE USED IN LIEU OF 12" BASE. PATCHED AT END OF EACH WORKING DAY TO FACILITATE UNHINDERED TRAFFIC FLOW. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. PAVEMENT REPAIR DETAIL GU 1.1 NOTES: 1. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGE ROCKS SHALL BE REMOVED; BEDDING MATERIAL AND BACKFILL CONSISTING OF WASHED AND GRADED LIMEROCK 3/8" -7 8" SIZING, 2. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3, THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK. AND DEBRIS. 5. COMPACT BACKFILL TO 98% DENSITY UNDER PAVEMENT AND TO 95% DENSITY ELSEWHERE.(AASHTO T-180) 6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING BACKFlLL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS PROCEDURE. FOR WHATEVER REASONS, SHALL BE REQUIRED TO RE -EXCAVATE THE AREA IN QUESTION, DOWN TO THE BEDDING MATERIAL THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. TYPICAL BACKFILL DETAIL GU 2.1 TOWN OF GULF STREAM GENERAL NOTES DEFINITIONS PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT A 1. TOWN - THE TOWN OF GULF STREAM DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. 2. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS 20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE CONSTRUCTION OF NEW LIMEROCK BASE. 3. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY DISPOSED PROCEDURE OF OFF -SITE IN AN AREA AT THE CONTRACTORS EXPENSE. 1. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE TOWN, 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY SCREENS, CONTRACTOR, SUBCONTRACTORS. ENGINEER AND OTHER INTERESTED PARTIES. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS. 2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE TOM PRIOR TO THE PRE -CONSTRUCTION MEETING. 23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED. 3, A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT UST AND ALL NECESSARY SHOP DRAIWNGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT TO BE REVIEWED PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES OF AN BY THE TOWN PRIOR TO PLACEMENT OF FINAL MARKING. AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH ANNA C151/A21.51-91. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL COSTS 4. ALL APPUCABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE TOWN PRIOR TO ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY RECONSTRUCTION AND COMMENCEMENT OF CONSTRUCTION. UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS. 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON 26. CONTINUITY OF WATER AND SEWER SERVICE TO TOWN UTILITY CUSTOMERS SHALL BE MAINTAINED SITE AT ALL TIMES. THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS WITH 6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED BY THE TOWN. DETERMINATION OF SERVICE BREAK REQUIREMENT WILL BE MADE BY THE TOWN. THE TOWN PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE, 27, SITE INFORMATION BASED ON A SURVEY PREPARED BY: O'BRIEN, SUITOR & O'BRIEN 7, THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE 2& THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE TOWN AND COORDINATED WITH THE ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN ON FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILTY CONFLICTS, THE CONTRACTOR SHALL INFORM THE TOWN AND NOTIFY THE RESPECTIVE UTUTY OWNER TO RESOLVE pg RELOCATION OF UTILITY POLES AND GAS PIPE ONES SHALL BE COORDINATED BY THE CONTRACTOR THE UTILITY CONFLICTS AND THE UTILITY ADJUSTMENTS AS REQUIRED. WITH FLORIDA POWER AND LIGHT. AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO RELOCATE THEIR UTILITIES. 8, THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR 30. ALL TOWN OF GULF STREAM STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES ENVIRODESIGN ASSOCIATES, INC. HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. SIZE. AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENARODESIGN ASSOCIATES, INC 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY FACILITIES. 32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR WITHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE TOWN OF GULF 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE TOWN A MINIMUM OF 24 STREAM TOWN ENGINEER, HOURS IN ADVANCE. 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10-FEET FROM 11. CONTRACTOR SHALL NOT DISTURB EXISTING TOWN MAINS OR STRUCTURES WTHOUT THE PRESENCE OF ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED BY THE A TOWN INSPECTOR. TOWN UTILITY SYSTEM VALVES AND APPURTENANCES MAY ONLY BE OPERATED TOWN OF GULF STREAM TOWN ENGINEER. BY TOWN PERSONNEL. 34. NOTE: ANY TREES OR SHRUBS PLACED WNHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY SHALL 12. FACIUTIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS CONFORM TO THE TOWN OF GULF STREAM STANDARD DETAILS; ED IJ & ED 1.2 DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE TOWN. 35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE NTH ADA REQUIREMENTS. ALL SIDEWALKS NOT 13, UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK, A FINAL TO EXCEED 1:48 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 1:48 INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA REQUIREMENTS WITH RAILINGS WHERE NEEDED. LANDINGS WITH 1:48 CROSS- AND RUNNING -SLOPES ARE TO BE 14. PAVING. DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PALM BEACH 36. TOWN OF GULF STREAM MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO ANY SHUTDOWN AND/OR COUNTY TYPICAL T-P-17 (LATEST REVISION) UNLESS SHOWN OTHERWISE. REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 561-276-5116. 15. AS -BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR, REGISTERED IN THE 37. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY SEWER STATE OF FLORIDA. AND SUBMITTED BY THE CONTRACTOR TO THE TOWN. SERVICE CONNECTION, REMOVAL AND/OR ABANDONMENT. 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY NTH FLORIDA STATUTE 553-051 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. 38. UPON APPROVAL AMID RECIEPT OF PERMIT. THE CONTRACTOR SHALL CONTACT THE TOWN OF GULF STREAM AT 561-276-5116 TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO STARTING ANY SITE WORK. 17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN ADVANCE OF CONSTRUCTION. 39. ALL WATER METER SIZES TO BE DETERMINED AT THE OF INDIVIDUALT LOT DEVELOPMENT.. 18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO 40. ALL CITY OF DELRAY BEACH 2O16 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND DETAILS ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE. HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. (OTHER THAN TO REMOVE -CITY OF DELRAY BEACH" FROM THE SEWER MANHOLE UD) 19, CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE AND FLAGMEN AS NECESSARY TO GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE AS PAVING SHALL DEVELOP 3000 F-A. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 11, ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE THE LOCAL UTILITY. OWNER. 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND GENERAL PUBLIC. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE NTH THE LOCAL 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE UTILITY STANDARDS AND SPECIFICATIONS. DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE ADDITIONAL COAST TO THE OWNER. WITH SEC. &24.E.5A 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR I& ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 8.00 (WHICH FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. IS ABOVE THE 100-YEAR FREQUENCY STORM & AVERAGE CROWN OF ROAD + 18"). 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE LANDSCAPING OF THE SITE. APPROPRIATE GOVERNING AGENCIES. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED 7, CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL PERMITS. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL & CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, COMPLYING WITH ALL PERMIT(S) CONDITIONS. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OWNER. OF 9AM-3PM, MONDAY-FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT 10, ALL CONCRETE SHALL DEVELOP 2500 F-J. (MINIMUM) 28 DAY COMPRESSIVE DESIGN STANDARDS (LATEST ED.) STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED 5 � a it lVwo 0FL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW D 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. 0 COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES. INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, Call before you dig. ENSIGNED AND SEALED By A GINEERREPRESENTIGEENREG ISTERED PROFESSIONAL ASSOCIATES, NC. O z Q 'ow N ow O x 1� Is7 W rw NQ IsH F:I w O I-� El p c W Z e Qi ^ t7 W a'i C 7 In z m m F �m 'H� enn U] o n O. r V z m _m N a o - x uE N o�wzF. Opp WF` >to 0 Lu< o o T a>0 z F' ww I ua • Q aN (/] O S b rc ZcL W m W �� Iz DRAWN: H.A.H. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-DTL SHEET NO. 8 OF 13 WATER METER WITH REDUCED PRESSURE 20' D.I.P. MIN. ZONE BACKFLOW PREVENTIOR. 10'-0' 10'-0" ALL VALVES (FURNISHED BY THE CITY) TEST PUMP SHALL HAVE A BRASS TEST ASSEMBLY CONCRETE COLLAR 24, INDICATOR PLATE WHICH AND GAUGE (SCH.80 P.V.C.) (3000 P.5.1.) {may SHALL INCLUDE THE G. V.(TYP.� ' I FOLLOVANG INFORMATION: 2' CORPORATION AND B. 1. MANUFACTURER'S NAME SADDLE W/ 2-316 VENT TO 18* MIN. 2. No. OF TURNS S/S STRAPS (SEE 'PHERE DUCTILE IRON PIPE TYLER No. 6850 3. SIZE & CLASS STD. PRODUCT LIS UNIONS p5 NECESSARY VALVE BOX NTH C.1. 4. SERIAL No. SANITARY/STORM SEWER MAIN COVER MARKED 'WATER" �ATMOS VALVE No.2FILL AND FLUSH EXPANSIONJOINT MATERIAL NOUR SODDEDCRETE AREASOGRADE AA /HERE TOP OF PAVEMENT`-�� WATEE EXIST, WATER MAIN NEW WATER MAIN VALVE No.2 1 SERVICE SADDLE AND C.C. CORPORATION STOP REQUIRED MUELLER 1" B25008 MUELLER 1 1/2- 2" B25008 FORD 1" F1000 FORD 1 1/2"- 2" FB1000 VALVE N1 CONTRACTOR SHALL PROVIDE Vo. TAP .. TEE CERTIFICATION THAT GAUGES AND METERS ARE PROPERLY G SLEEVE OR TEE LAUBRATED AND ACCURATE. NOTES: I I. BOTH VALVES SHALL BE KEPT CLOSED UNTIL FILLING, FLUSHING, AND BACTERIOLOGICAL TESTING IS COMPLETED AND APPROVED. 2. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. 3. CITY SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. 4. AFTER RELEASE FROM THE HEALTH DEPARTMENT, BOTH VALVES TO BE LEFT OPEN WITH VALVE BOX INSTALLED ON BOTH VALVES. 5. PRESSURE TEST PUMP MAY CONNECT TO SERVICE LINE, FIRE HYDRANTS OR BLOWOFF. NO EXTRA TAPS ARE PERMITTED SOLELY FOR TESTING PURPOSES UNLESS PRECEEDING ARE NOT PRESENT IN TEST SECTION. 6. TAPPING SADDLE OR SLEEVE (PER CURRENT CITY PRODUCT UST) IS REQUIRED ON EXISTING MAIN. 7. SETUP FOR ALL DOUBLE VALVE CONNECTIONS TO INCLUDE ATMOSPHERE VENTS AS SHOWN ABOVE. B. OUTLET ON VENT TO ATMOSPHERE A MINIMUM 24" ABOVE EXISTING GRADE. FILL & FLUSH DETAIL PW 1.1 NOTES 1. STORM AND SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM POINT OF CROSSING WITH NO LESS THAN 10 FEET BETY/EEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P., AND THE MINIMU RTICAL SEPARATION SHALL BE 6 INCHES WHERE MERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM 18" VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STARTED ABOVE. SHALL BE REGUIRED AND BOTH PIPES SHALL BE CLASS 52 D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS. 2. MAINTAIN (10) FEET HORIZONTAL DISTANCE BETWEEN WATER MAIN AND STORM OR SANITARY SEWER MAIN. AS A MINIMUM. 3, FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WITH WATER MAIN CROSSING OVER FORCE MAIN. 4, SEWER SERVICE LATERALS SHALL CROSS UNDER WATERMAINS WTH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (181 INCHES. IF EIGHTEEN (18T INCHES VERTICAL SEPARATION CANNOT BE MAINTAINED• THE THE WATERMAIN SHALL BEE D.I.P. AND THE SANITARY LATERAL C-900 SDR18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES. 5. WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL SEPARATION OF AT LEAST TWELVE (12) INCHES MUST BE MAINTAINED. THE WATERMAIN SHALL BE D.I.P. AND THE SEWER LATERAL SHALL BE C-900 SDR-18 OR BETER. WATER MAIN & SEWER CONFLICT DETAIL PW 2.1 MECHANICAL JOINT TEE UNDISTURBED US THRT BLOCK SOIL UNDISTIRBED SOIL $MIN. MAIN - VARIES 12• MAX. OR AS INDICATED ON DRAWINGS 18-MIN. OR DIA OF PIPE PLAN WHICHEVER IS GREATER GROUND OR PAVEMENT SURFACE 4-1/2 PUMPER NOZZLE - FACING R/W & (2)2-I /2' uncr un rcf Reu � ... -FINISHED �. PLYWOOD (TYPO UNDISRBED \ yALVE SETTING" SOILTU(SEE DETAIL PW 3.1) GATE VALVE o MMML VIN �TPLASTIC 6" D.I.P. _ CONC. VALVE ELEV. NOTES: 1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE IN UNOBSTRUCTED LOCATION. (7.5' CLEARANCE ON THREE SIDES, 4• CLEARANCE AT REAR, NiTN 3' ACCESS LANE) 2. NO BARREL EXTENSION SHALL BE PERMITTED WITHOUT PRIOR CONSENT OF CITY ENGINEER. 3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED TO TEE. 4, ANCHOR TEES AND FITTINGS ARE PERMITTED. 5. HYDRANT SHALL BE MUELLER CENTURION. AMERICAN B-84B. CLOW MEDALLION OR KENNEDY K81A NTH TRAFFIC BREAKAWAY FLANGE AND 5-1/4' VALVE. 6. HYDRANTS SHALL NOT ENCROACH IN SIDEWALKS, ROADWAYS, OR BIKE PATHS. 7. ON RUNS LONGER THAN 20 FEET A SECOND VALVE IS REQUIRED AT THE HYDRANT. 8, ALL HYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF DELRAY BEACH FIRE PREVENTION CODE SEC. 95.05. 9. IN CERTAIN SITUATIONS, PROTECTIVE BOLLARDS MAY BE REQUIRED AS DIRECTED BY THE ENGINEERING DEPT. (SEE BOLLARD DETAIL PW 5.2) 10. FIRE HYDRANTS INSTALLED BUT NOT YET IN SERVICE SHALL BE COVERED NTH A BURLAP, OR PLASTIC SACK, OR HAVE OUT OF SERVICE RING IN PLACE. 11. ALL HYDRANT LEADS GREATER THAN 20-FEET MUST HAVE AUTOMATIC FLUSHER INSTALLED AT HYDRANT END (HYDROGUARD HG-1 STANDARD). TYPICAL FIRE HYDRANT INSTALLATION PW 5.1 FINISHED FILTER FABRIC_ 2" BRONZE ANGLE VALVE CRANE CATALOG No.701 3/4" ROCK BEDDING (4" MIN.) '0' MIN. ^CONCRETE POURED TO UNDISTURBED SOIL (SEE THRUST BLOCK DETAIL PP 2.1 FOR PLAN VOL. OF CONIC. REO'D.) DNCRETE METER BOX W/ TRAFFIC BEARING COVER (BROOKS N0.66 OR EQUIV.) W/ FILTER FABRIC WRAPPING T CAP 7' 2" SCH. 80 PVC NIPPLE 90' SCH. 80 PVC ELBOW 2' SCH. 80 PVC NIPPLE Z. PVC SCH. 40 OR TYPE •K' COPPER RISER PIPE �J SCH. PVC 90' ELBO TAW TAP IN BOTTOM TOM OF MAIN NOTES: ELEV. 1. GALVANIZED PIPING AND FITTINGS SHALL NOT BE USED. 2. JOINT RESTRIANTS TO BE INSTALLED MIN- TWO JOINTS BEFORE DEAD END. 3. HYDRO -GUARD IS TO BE USED AT ALL PERMANENT DEAD ENDS. (SEE 6.2b) TYPICAL 2" TERMINAL BLOW -OFF FOR TEMPORARY DEAD ENDS PW 6.1a III �1-#4 EACH SIDE i Pi Culp �Z 6" CAST IRON RISER 33 APPROVED RESILIENT SEAT VALVE (SEE STANDARD PRODUCT LIST) BLOCKING NOTES: 1. WHEN VALVE IS DEEPER THAN 30' AN EXTENSION WITH UNIVERSAL JOINT SHALL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE EXTENSION BOLTS & NUTS SHALL BE 316 STAINLESS STEEL. A 316 STAINLESS STEEL CENTERING PLATE SHALL ALSO BE REQUIRED. 2. AT DEAD END OR WHERE MAIN ONES CHANGE DIRECTION, VALVES SHALL BE RESTRAINED USING MECHANICAL JOINT RESTRAINTS, TIERODS, OR OTHER APPROVED RESTRAINT, TYPICAL GATE VALVE DETAIL 4" THRU 12" PW 3.1 HYDRO -GUARD UNIT (BY OTHERS) METER BOX (BY OTHERS) 2" CURB STOP WITH VALVE BOX & COVER (BY OTHERS) 2' PVC SCH. 40 OR TYPE 'K' COPPER RISER PIPE 2" SCH. 80 PVC 90' ELBOW - PLUG MAIN - -TAP IN BOT OM ELEV. OF MAIN NOTES: 1. GALVANIZED PIPING AND FITTINGS SHALL NOT BE USED. 2. JOINT RESTRIANTS TO BE INSTALLED MIN. TWO JOINTS BEFORE DEAD END. 3. HYDRO -GUARD IS TO BE USED AT ALL PERMANENT DEAD ENDS. TYPICAL 2" TERMINAL BLOW -OFF FOR PERMANENT DEAD ENDS PW 6.1b NEVI BOX COMPLETE EXTENSION IN MCHES TOP SECTION W Wf. LENGTI WT. BOTTOM LENGTH WT PIECES p81 PXG. 461 s .2_S .IS 2-5 660-5 6o-S 21 11 27}n 3-Ifi 36-52 39-50 S-1 12- 1 iB 85 Ifi 1105 26 26 135 Ifi 45 is 45 45 65 65 65 65 1 24 36 30 J6 ••46 g 35 5 b 5 70 200 TO 20 A �0 Oo p0 L151g 5 1/4 DROP LID VARIABLE SKIRT DEPTHS SKIRT Y/f i/2 IS 5 J a _ i iS 9 0 O s J 75e - - O 63B + z3e V) z 58 AND 59 60 EXTENSION 8 ] f„�I 7 37 e EXTENSION 10 1 4 NEII "BIT H I1. INCREASE W INCREASEAS E Wf. J1 0 BOX COMPLETE TOP BOTTOM 59 1B 25 TiESE EXTENSIONS ALSO D -1. 1.0 TI _ O IL NOTE: LOCKING LIDS WILL NOT BE ACCEPTED. PIECE VALVE BOXES. O CAST IRON VALVE BOXES, TWO-PIECE PW 3.2 LVE ABOVE GROUND JOVABLE HANDLE. GRADE I. MIN. "K" COPPER 40 PVC S CORPORATION STOP DOUBLE STRAP NLESS STEEL INDARD PRODUCT UST) LAIN NOTES: 1. SAMPLE POINT SHOULD BE AT SERVICE LINE OR FIRE HYDRANT IF POSSIBLE. 2. IF SAMPLE POINT IS NOT AT SERVICE LINE OR FIRE HYDRANT, CORP. STOP SHALL BE SHUT OFF AT MAIN AND ALL TUBING SHALL BE REMOVED, AND CORP. STOP SHALL HAVE A BRASS PLUG OR CAP INSTALLED AFTER RELEASE OF WATER MAIN BY PALM BEACH COUNTY HEALTH DEPARTMENT. 3. IF AT ALL POSSIBLE SAMPLE POINT SHALL NOT BE LOCATED IN A TRAFFIC AREA. 4. SAMPLE POINTS SHALL KEEP RUNNING UNTIL HEALTH DEPT. RELEASE AND ALL MAIN LINE VALVES ARE OPENED. TYPICAL SAMPLE POINT PW 7.1 4�IPa V ) y CALL 48 HOURS BEFORE YOU DIG. ! IT'S THE LAW 1-800-432-4770LL SUNSHINE STATE ONE CAOF FLORIDA,INC. © COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. Know what's below. THIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, 4, ,I UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call before you dig. ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. Y Z o z 4 oa ow o O ,yi w x Ei F Q W W I~••I O � a E- a/�Y•� E- F m N F am a as co on O Qa O)N aofx W G•T o GIi ¢ p Li F o ). 0E. °010. c 40 who WQ OOT a I3mo 'J _ o z� w Uv^ 00 w w N � z w DRAWN: B.A.B. CHECKED: J.A.P. DATE: 02/19/21 JOB NO. 19086-DTL SHEET NO. 9 OF METER BOX BY CONTRACTOR, PAVEMENT METER BY CITY PRESSURE TEST LIMIT REFER TO STANDARD PRODUCTS LISTS: SHEET SPL-2 FOR -POLYETHYLENE TUBING METER BOX AND / SDR9/3408 I COVER TYPES / SHORT SERVICES BRASS CURB STOP I STRAIGHT ALL VALVE WITH LOCKING WING (SEE STANDARD PRODUCT UST) R/W LINE SCH. 80 P.V.C. SLEEVE UNDER PAVEM'T. TO EXTEND 5' BEYOND THE EDGE OF PAVEMENT - LONG 316 S.S. DOUBLE STRAP SADDLE WITH BRASS CORPORATION STOP (SEE STANDARD PRODUCT UST) - NOTES: 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" ON CENTER. 2. SERVICE UNES SHALL NOT BE PLACED UNDER DRIVEWAYS. 3. ALL METERS REQUIRE A LOCKING BRASS CURB STOP WITH LOCK WING (1-MIN.). 4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH ASSEMBLY. 5, MAXIMUM SERVICE LENGTH 15 100' TO METER. 6. CASING PIPE I.D. SHALL BE SERVICE O.D. PLUS 1" MINIMUM, 7. MINIMUM BEND RADIUS ON SERVICES SHALL BE 14" ON ALL SERVICES BEHIND METER, 8. METER SIZE WILL BE DETERMINED BY PUBLIC UTILITIES DEPT. UPON APPLICATION FOR SERVICE. 9, ALL VALVES TO BE BALL VALVES. 10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 11. ALL SERVICES UNDER ROADWAYS ARE TO BE INSTALLED BY TRENCHLESS METHOD. UNLESS OTHERWISE APPROVED. 12. ALL EXISTING SERVICES TO BE FIELD VERIFIED BY BUILDER/CONTRACTOR/DEVELOPER: IF EXISTING SERVICE IS GALVANIZED, BUILDER/CONTRACTOR/DEVELOPER SHALL REPLACE WITH POLYETHYLENE PIPING FROM MAIN TO THE METER. TYPICAL SERVICE CONNECTION PW 9.1a MINIMUM LENGTHS OF TO BE RESTRAINED II�III�®IIIT�®III�III�III� oommmmmm ©o©000mm �mmm®m®m� ��Q®m®mmmm �©000mmmm ��©000mmmm ®IIIi1�iIIII�IIIY�I�IIII�III�® �ommmmmmm - MV PIPE RESTRAINT TABLEFOR PRESSURE PIPE PP 2.1 A (SHEET 1 OF 2) NOTES: 1, FOR ALL SERVICES GREATER THAN 2" DIA. 2. ALL PIPE AND FITTINGS SHALL BE CLASS 52 DUCTILE IRON CEMENT LINED WITH CEMENT LINED DUCTILE IRON FLANGE FITTINGS FOR ABOVE GROUND USE. MECHANICAL JOINT SHALL BE USED UNDERGROUND IN ACCORDANCE WITH AMA STANDARDS. 3. THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHALL MEET AMA M14 AND AMA C511-89, AND APPROVAL OF ENVIRONMENTAL SERVICES DEPARTMENT. 4, CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE CITY OF DELRAY BEACH. S. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION MAINTENANCE AND TESTING OF THE DOUBLE DETECTOR CHECK VALVE ASSFMI3LY. 6. BOLLARDS TO BE USED IF THE ASSEMBLY IS WITHIN 5' OF THE PAVEMENT, REFER TO BOLLARD DETAIL PW 5.2. 7. ALL TWO INCH DOUBLE DETECTOR CHECK VALVE, SHALL BE BRASS OR TYPE "L" COPPER TUBING 8, USE OF OTHER PIPE MATERAILS WTH APPROVAL OF WATER SEWER MANAGER. 9. CITY MAINTAINS UP TO THE FIRST 0 S @ Y VALVE. DOUBLE DETECTOR CHECK VALVE PW 10.1 NOTES: 1. THE DATA IN THE PREVIOUS TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS: SOIL TYPE ..............................SAND TEST PRESSURE ......................150 PSI, ZOO PSI FOR PIPES LARGER THAN 24" DEPTH OF BURY .........................3' TRENCH TYPE ... _.................3 SAFETY FACTOR ...................... 1.5 VERTICAL OFF -SET .................3' MINIMUM PIPE LENGTHS ALONG TEE RUN - ................ 5' 2. THE RESTRAINED PIPE LENGTHS APPLY TO DUCTILE IRON PIPE AND PVC PIPE. 3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED. 4. RESTRAINED PIPE LENGTHS FOR VALVES APPLY TO PIPE ON BOTH SIDES OF VALVES 5. THE PREVIOUS TABLE SHALL SERVCE AS A GENERAL DESIGN GUIDE ONLY. IT IS THE ENGINEER OF RECORD'S RESPONSIBIUTY TO JUSTIFY AND DOCUMENT ANY DEVIATIONS FROM THE PIPE LENGTHS SPECIFIED IN THE PREVIOUS TABLE. 6. SOURCES: EBAA IRON RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, RELEASE 3.1 AND DIPRA THRUST RESTRAINT FOR DUCTILE IRON PIPE. RELEASE 3.2. 7. RESTRAIND JOINTS SHALL EXTEND ONE JOINT BEYOND MIN. LENGTH REQUIRED. PIPE RESTRAINT TABLE FOR PRESSURE PIPE PP 2.1B (SHEET 2 OF 2) BALL VALVES USC APPROVED TYPE L COPPER BACKFLOW PREV 6" PIPE NIPPLE BALL VALVES TYPE L COPPER 6" PIPE NIPPLE TYPE L COPPER 90' PIPE - PIPE SUPPORT (TYP.) (SEE DETAIL BELOW) ELEV. PIPE 2' X 2" X 1/4" THK. STD. 316 S/5 U-BOLT, ALUM. ANGLE NUTS AND WASHERS WRAP PIPE W/ NEOPRENE AT "U" BOLTS SOD it \ PIPE SUPPORT DETAIL NOTES: 1. FOR ALL SERVICES LESS THAN OR EQUAL TO 2" DIA. 2. ABOVE GRADE PIPING SHALL BE BRASS OR TYPE "L" COPPER TUBING. 3. ALL COPPER JOINTS SHALL BE MADE WITH 95/5 SOLDER. 4. RPZ BACKFLOW PREVENTER IS REQUIRED IN ACCORDANCE WITH CITY OF DELRAY BEACH CODE OF ORDINANCES TITLE V, CHAPTER 52.80. S. USE OF OTHER PIPE MATERIALS WITH APPROVAL OF DEPUTY DIRECTOR OF UTILITIES. 4. RPZ BACKFLOW PREVENTER IS REQUIRED FOR ALL COMMERCIAL PROPERTIES AND ALL RESIDENTAL PROPERTIES WITH FIRE SPRINKLER SYSTEMS. REDUCED PRESSURE ZONE BACKFLOW PREVENTER PW 10.2 o CONFLJCT PIPE E � I w NO JOINTS BETWEEN FITTINGS FITTING TYPE SEE NOTE N0. 5 FOR CONFLICT PIPE SLOPE UP TO ACCEPTABLE DEFLECTION III ti MIN. COVER D.I.P. D.I.P. CENTER A FULL LENGTH OF PIPE AT POINT DEFLECTION TYPE OF CROSSING NOTES 1. THERE SHALL BE IN ALL CASES A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER MAINS AND FORCE MAINS. 2. WHEREVER POSSIBLE WATER MAINS SHALL PASS OVER FORCE MAINS OR STORM SEWERS. 3, FITTINGS SHALL BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. 4. THE DEFLECTION TYPE CROSSING IS PREFERRED. 5. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. 6. REFER TO TYPICAL RESTRAINING DETAIL PP 2.1 PRESSURE PIPE CONFLICT DETAIL PP 3.1 PRESSURE PIPE NOTES: 1. THERE SHALL BE 30" MINIMUM COVER FROM FINISHED GRADE TO TOP OF PIPE. FOR PIPE SIZE 10" AND LARGER THERE SHALL BE 36" MINIMUM COVER. 2- DUCTILE IRON PIPE (DIP) FOR FORCE MAINS SHALL BE CLASS 350 EPDXY LINED IN ACCORDANCE WITH AMA C550. 2.b. DUCTILE IRON PIPE (DIP) FOR WATER MAINS SHALL BE CLASS 350 IN ACCORDANCE WITH AMA C151 (ANSI A21.51), AND SHALL HAVE AN INTERNAL LINING OF CEMENT MORTAR IN ACCORDANCE WITH AMA C104/ A21.4. 3. C-900 PVC PRESSURE PIPE MAY BE USED IN LIEU OF DIP WATER MAIN METAL TAPE ABOVE C-900 4. ALL FITRNGS SHALL BE CLASS 350 DUCTILE IRON WITH MECHANICAL JOINTS AND EPDXY LINING. 5. WATER MAIN AND SEWAGE FORCE MAIN VALVES 12 INCHES AND SMALLER SHALL BE RESILIENT WEDGE GATE VALVES IN ACCORDANCE WITH AMA C509. WATER MAIN VALVES LARGER THAN 12 INCHES SHALL BE BUTTERFLY VALVES IN ACCORDANCE WITH AMA C504. SEWAGE FORCE MAIN VALVES LARGER THAN 12 INCHES SHALL BE RESILIENT WEDGE GATE VALVES IN ACCORDANCE WITH AMA C515 6. ALL TRENCHING, PIPE -LAYING, SACKFILL. PRESSURE TESTING, AND DISINFECTION MUST COMPLY WITH CITY AND HEALTH DEPARTMENT STANDARDS. 7. WATER AND FORCE MAINS SHALL BE PIGGED. AS WELL AS, PRESSURE TESTED FOR A PERIOD OF NOT LESS THAN TWO HOURS AT 150 PSI IN ACCORDANCE VWTH ANSI/AWWA C600 LATEST STANDARDS. ALLOWABLE LEAKAGE SHALL BE DETERMINED AS FOLLOWS: 0.50 148.000 WHERE: L = ALLOWABLE LEAKAGE (GALLONS PER HOUR) S PIPE LENGTH (FEET) D NOMINAL DIAMETER OF PIPE (INCHES) P = AVERAGE TEST PRESSURE (PSI) B. RESTRAINTS SHALL BE PROVIDED AT ALL FITTINGS AS SHOWN ON PP2.1 9. PRIOR TO ANY TESTING UNDER FUTURE PAVEMENT, ROCK SHALL BE FINISHED h PRIMED OR 1ST LIFT OF ASPHALT PLACED. 10. PIG SIZE SHALL BE PIPE DIA. PLUS 2" OR NEXT LARGER DIA. 11, NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10-FEET FROM ANY EXISTING OR PROPOSED WATER MAINS, OR FORCE MAINS. 12, LINE STOPS SHALL BE INSTALLED A MINIMUM OF 3 PIPE IiNGHM FROM LOCATION OF PIPE REMOVED, OTHERWISE, PROVIDE NECESSARY JOINT RESTRAINTS. PRESSURE PIPE NOTES PP 1.1 CLOSED CLOSED WYE ENTRY WYE EXIT HINGED CLOSURE FLI PRESSURE GAUGE-,LJ PIG SNUBBER GOOD FOR HANDLE 1fi' AND LARGER BLIND FLANGE CLOSURE GOOD FOR 6" THUR 16" LRE RECORDER CONNECLAUNCH LINE CONNECTION WATER OR AIR PRESSURE DIMENSIONS: UNION CLOSURE 'A' TWO TO FOUR TIMES DIA. OF PIG GOOD FOR 4" AND SMALLER "B" DIA. OF LINE TO BE CLEANED "C" ONE PIPE SIZE LARGER THAN PIG NOTE: ALL NEWLY INSTALLED WATER PRESSURE PIPE SHALL BE "PIGGED" DURING THE FILUNG AND FLUSHING OPERATION. WASTEWATER PRESSURE PIPE SHALL BE 'PIGGED" PRIOR TO FINAL ACCEPTANCE BY THE CITY. PIG SIZE SHALL BE PIPE DIA. PLUS 2' OR NEXT LARGER CIA. PIG LAUNCHER DETAIL PP 5.1 CALL 48 HOURS BEFORE YOU DIG. t IT'S THE LAW 0 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. QJ COPYRIGHT 2D21 BY ENARODESIGN ASSOCIATES, INC. Know what's below. THIS DRAWING IS PRO11DED FOR INFORMATIONAL PURPOSES ONLY, dig. SIGNED AND SEALED BY A REGISTERED PROFESSIONALL CaII before YOU dig. ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC. GRAVITY SEWER NOTES 1. MANHOLES SHALL BE INSPECTED BY THE ENGINEER BEFORE PLACEMENT AND FRAME h COVER TWO 3/4' 316 S/S SURFACE TREATMENT. 2, ALL OPENINGS IN PRECAST MANHOLES SHALL BE CAST AT TIME OF MANUFACTURE. (SEE DETAIL WW 2.5) BOLTS NUTS k WASHERS � (TIP-) CAST IN CORBEL FRAME k COVER 2 3/4' S/STEEL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE ENTRY ONLY. 3, ALL MANHOLES SMALL BE SET PLUMB TO LINE AND GRADE. ALL THREAD ROD MAY BE USED (J SHAPED) 2 COURSES SOLID BRICK (SEE DETAIL WW 2.5) BOLTS -(NUTS h WASHER (TYP.) CAST IN CORBEL. ALL � kRADIUS = 2' 4. (PVC) GRAVITY SEWER PIPE SMALL CONFORM TO AS1M D 3034, SDR 35. LATEST _ 4 MAX. W� MORTAR FINISH 2'-0" NOT TO E%GEED TWO (2) CONTINUOUS THREAD MAY BE REVISIONS, WITH PUSH ON RUBBER GASKET JOINTS. 5. (DIP) GRAVITY SEWER PIPE SHALL BE CLASS 350, EPDXY LINED OR AS OTHERWISE RINGS OF RAMNECK USED. (J SHAPED) APPROVED BY ENVIRONMENTAL SERVICES DEPARTMENT. z z 2 TO 4 COURSES SOLID RED BRICKL 6. NO SERVICE CONNECTIONS, WYES, SERVICES OR VALVES WILL BE PERMITTED IN RESIDENTIAL DRIVEWAYS. 7. MANHOLE FRAMES SHALL BE ATTACHED TO THE PRECAST STRUCTURE Yl1111 A z -84 O 12" E.W. � (PRECAST REINFORCED 2'-0" NOT TO EXCEED 12' � MIN. 2 RINGS OF RAMNECK MINIMUM OF TWO 3//4" 316 STAINLESS STEEL BOLTS NUTS AND WASHERS FRAMES SHALL BE SEALED VATM A MINIMUM OF TWO 1/2" BEADS OF RAM-NEK CAULKING. a CONCRETE SECTION (KEYED TO LOWER WALL) z � CONTINUOUS I w 8. TRENCHES SHALL BE DE WATERED TO ENABLE PIPE AND APPURTENANCES TO BE � LONE SHALL BE ECCENTRIC INSTALLED FREE OF WATER ON UNDISTURBED SOIL IF UNSUITABLE SUBSURFACE MATERIAL IS ENCOUNTERED. EXCAVATE EXTRA 6' AND BACKFlLL WITH 3/4' GRAVEL OR CONCENTRIC � A. S.T.M. SPEC 20 OR 9. PVC SHALL BE LAID IN STRICT CONFORMANCE TO MANUFACTURER'S SPEC (JOHNS MAN VILLE TITE PVC PIPE INSTALURON GUIDE OR EQUAL). BACKFlWNG OF URLITY 1RENCHES � p4 O 12" E.N'. MIN RMORE PREFERABLERING O (4 1/2" MIN.) NiLL NOT BE ALLOWED UNTIL INSPECTED BY THE ENGINEER. BRICK RUBBLE BEDDED/SLOPE 7/4 /FT. t:6" _ 10. BACKFlLL MATERIAL FOR SEWER MAIN AND LINES SHALL BE NON -COHESIVE, NON PLASTIC h COVERED WITH GROUT { HOLE DIAMETER � MATERIAL FREE OF ALL DEBRIS LUMPS AND ORGANIC MATTER. BACKFlLL MATERIAL PLACED WITHIN ONE (1) FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY AAPPROPRIATE FOR � 8 NO PIPE. � zd STONES LARGER THAN TWO (2) INCHES IN DIAMETER (1' FOR PVC PIPE) AND NO STONES 6"' (SEE � LARGER THAN SIX (6) INCHES IN DIAMETER YALL BE PERMITTED IN ANY BACKFlLL _ 8" UP TO 6' DEEP � ' 11. ALL EXCAVATION IN E%�PNG RIGHT OF WAY SHALL BE BACKFlLIED AND STABILIZED AT THE END OF EACH DAY TO PERMIT PEDESTRIAN AND VEHICULAR 10' 6' TO 10' DEEP 12" OVER 1D' DEEP TRAFFIC PRIOR TO THE CONTRACTOR LEAVING THE SITE. 'SEE TYPICAL BACKFlLL DETAIL GU 2.1 12. WHERE SEVER IS NOT WITHIN PUBLIC R/W, IT IS TO BE LOCATED IN A 12' UTILITY EASEMENT. CITY MAINTENANCE RESPONSIBILITY IS MANHOLE TO MANHOLE ONLY. NOTES: 13. UPON COMPLERON OF THE WORK AND PRIOR TO PLACEMENT OF ASPHALT A VISUAL 1, PRECAST CONCRETE TYPE II 4000 P.5.1. INSPECTION BY THE ENGINEER SHALL BE MADE OF THE COMPLETED SYSTEM ALONG WITH A LOW PRESSURE AIR TEST, AFTER ROCK BASE FINISHED &PRIMED, OR 1ST LIFT OF 2, RAMNECK AT ALL RISER JOINTS WITH GROUT ON INSIDE AND OUTSIDE AT ALL RISER ASPHALT PLACED. AFTER ALL OTHER TESRNG HAS BEEN COMPLETED, A CD VIDEO JOINTS. 6"I 8 I 4 0 RECORDING SHALL BE MADE BY THE CONTRACTOR AND APPROVED BY THE ENGINEER, 3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING GROUT. BEFORE THE LENGTHS ARE ACCEPTED FOR MAINTENANCE, 14, EACH LINE SEGMENT SHALL BE CAMPED TO DETERMINE PROPER ROUNDNESS. 4, FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM. 15. COMPLETE 'AS BUILT" INFORMATION RELATIVE TO MANHOLES, VALVES, SERVICES FITTINGS. 5, UR HOLES SHALL BE FILLED WITH EXPANDABLE GROUT NOTES: PIPE LENGTHS, INVERTS AND SLOPES SHALL BE ACCURATELY RECORDED &SUBMITTED 6. ALL PIPE HOLES SHALL BE PRECAST � SEE TYPICAL BACKFlLL DETAIL GU 2.1gg TO THE ENGINEER CITY SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR. 7. CAST IN PLACE FLEXIBLE PIPE -TO MANHOLE CONNECTOR (LOCH JOINT FLEXIBLE SLEEVE 1. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH FLOW WITHOUT OBSTRUCTION OR TURBULENCE. 16. AT THE END OF THE ONE (1) YEAR WARRANTY PERIOD THE DEVELOPER/CONTRACTOR WILL ELASTOMER EPDM OR RUBBER GASKET WITH GLASS FIBER REINFORCED NYLON 6/6 T.V. INSPECT. AIR TEST EVERY JOINT, AND CHECK MANHOLE JOINTS AND CONNECTIONS INTERNAL EXPANSION RING) INSTALLED PER MANUFACTURER. 2. PROPERLY SHAPED SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH TO DETERMINE IF REPAIRS ARE NECESSARY BEFORE THE WARRANTY BOND IS RELEASED. B. PAINT MANHOLE INSIDE AND OUTSIDE WITH ONE (I) COAT RED CARBOLINE BITUMASRC NOTE: DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS. 17. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE 300M THEN ONE (1) COAT BLACK OR APPROVED EQUAL, to 8-10 MILS D. F.T/COAT, ALL STANDARD MANHOLE NOTES AND DETAILS ARE APPLICABLE (DETAIL WW 2.1). OF 10-FEET FROM ANY EXISTING OR PROPOSED SANITARY SEWER FACILITY. FIRST COAT RED THEN BLACK. 3. SERVICE LATERALS SHALL NOT ENTER MANHOLES. 18. ANY PIPE INTRODUCED INTO AN EXISTNG MANHOLE MUST HAVE CARBOLINE BITUMASRC 9. MANHOLE FABRICATION SHALL BE IN ACCORDANCE W/ ASTM C-478, LATEST STANDARD. 300M OR APPROVED EQUAL APPLIED EXTERNALLY WITHIN A MINIMUM 2-FOOT RADIUS OF OPENING AND THE ENTIRE MANHOLE MUST HAVE SEWPER COAT OR APPROVED 10. IF THE STRUCTURE IS INSTALLED IN WATER TABLE MUST HAVE BEDDING. 4. 2500 PSI CONCRETE ONLY PERMITTED AS FLOW CHANNEL_ BUILDUP. EQUAL APPLIED INTERNALLY. (SEE DETAIL REDOING WW6.1) 19. ANY REHABWTARON TO AN EXISTING MANHOLE MUST BE INTERNALLY STRIPPED AND LINED WITH sEWPER cogr DR APPROVED EQUAL. STANDARD MANHOLE DETAIL WW 2.1 SHALLOW MANHOLE DETAIL WW 2.2 INVERT FLOW CHANNELS WW 2.4 GRAVITY SEWER NOTES WW 1.1 (2)-}" LG.%1" WIDE ANCHOR SLOT USFg7605 OR 18" MAX. APPROVED EQUAL ROTATE BENDS AS REQUIRED BOX h HEXAGONAL EACH SIDE (2) NON- COVER MARKED 'S' PROPERTY E%PANSION JOINT LINE MATERIAL WYE BRANCH (NO TEE CONFIGURED FITTINGS) PENETRATING POUR CONC. COLLAR PICKHOLES (2T-1•DIA. ANCHORS HOLES TO GRADE IN SODDED AREAS PAVED SEE NOTE N0. 1 SURFACE -ALTERNATE: SLOPE UP TO le ADDITIONAL RISER AND BEND 1/8" PER FOOT MIN. WHERE GREATER SEVER DEPTH • ROTATE BEND ® -_. /�\ /// � � AS REQUIRED LAY ON MIN. 6' PVC SOR 35 UNDISTURBED SOIL 60' 1 AS REMOVABLE DIAGONAL NAMEPLATE 8" X 24" 50. CONC. L MAX. SLOPE UP TO 17, W/1-#4 EACH SIDE 1/e" PER F007 MIN. LEANOUT ON EACH BRANCH INVERTED SCHEDULE 40 THREADED PVC CLEANOUT T DOUBLE SERVICE CAKE P.V.C. PLUG L BEDDING DEPTH FlL1ER FABRIC 3/4' ROCK SANITARY ONNEC ON AT SEWER MAIN 4'-45' ELL (SEE NOTE 1) (SEE NOTE 2) BEDDING R/W LINE 6' MIN. SERVICE LINE 3 PROPERTY LINE COVER 0 RING 4"-45' WYE 18' LEANOUT ON EACH BRANCH I I TO GRAMTY MAx' R/W DR EASEMENT LINE 2 RINGS OF SEWER SINGLE SERVICE PROPERTY UNE RAMNECK NOTES: SANITARY SOLID BRICK TWO 3/4" S/S SEWER MAIN 3' MAXIMUM 6" MIN. SERVICE UNE 2 COURSES MINT BOLTS &NUTS 4 COURSES MAx.( O WASHERS. (TYP.) PLUG TO REMAIN 1. BEDDING DEPTH SHALL BE 10' UNDER DRAINAGE STRUCTURES AND 18' UNDER SANITARY STRUCTURES. 3 �' ig• CLEANOUT 12" MAX. CAST IN CORBEL ALL THREAD MAY BE FRAME % 4" HARC00 IN PLACE UNTIL PVC REDUCER pLUMBER 2. ROCK SHALL BE WRAPPED IN FILTER FABRIC MAX. R/W OR EASEMENT LINE USED. (J SHAPED) REO'O. FOR CONNECTION MAKES TO CLAY SERVICES ONLY. CONNECTION THAT MEETS THE REQUIREMENTS OF F.D. D.T. NOTE: (DONUTS NOT ALLOWED) SPECIFICATION SECTION SIBS. NOTES: 1, SERVICE LATERALS SHALL TERMINATE INSIDE PROPERTY UNE A DEPTH OF 3 FEET AND MARKED WITH A 2'X 4" TREATED STAKE. 1. COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVEMENT. NOTE: 2. CLEANOUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBILITY 2. COVER SHALL BE V.S. MR -ORS AND RING SHALL BE USF 576 RING WITH BINMASIIC COAL TAR. 1. INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND AND SHALL BE INSTALLED BY LICENSED PLUMBER. }. MANHOLE ADJUSTING RINGS SHALL BE CAST IRON, USF TYPE B. CONE COLLAR. 3. SEE DETAIL PW 2.1 FOR SEPARATION REQUIREMENTS 2. MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. SANITARY SEWER MANHOLE FRAME AND COVER WW 2.5 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 STANDARD BEDDING DETAIL SEWER SERVICE CONNECTIONS WW 4.1 Z _� f ii .7 f N Z ci H Z �. V� \ CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 0 SUNSHINE STATE ONE CALL OF FLORIDA, INC. LL�� ® COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. Know what's YP.IOW. THIS DRAWING IS PROVIDED FOR INFORMARONAL PURPOSES ONLY, before UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call `e`ore you dig. ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. 0 5 z o¢ ow �� O � [t,l ►r+ (n a a � A Q A Ww O O E F m a al (/] In N C � U Z N .N �E � FUIi N ..B FNo o�mzm oo� o iN`u A'ao WQ� poT a>o z UD� w M< • Q aN W N� a z w DRAWN: B.A.B. CHECKED: J.A.P. DATE: 02/19/21 JOB N0. 19086-DTL SHEET N0. 11oF13 GENERAL LIFT STATION REQUIREMENTS (CON'T.) GENERAL LIFT STATION REQUIREMENTS GENERAL LIFT STATION REQUIREMENTS (CON'T.) HATCH COVERS HATCH LOVERS TO BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE, AND WITH AN INSTALLATION NOTES ARRANGEMENT FOR PADLOCK. HEAVY DUTY TRAFFIC BEARING ALUMINUM SHALL BE USED AT ALL LOCATIONS. EACH HATCH SHALL BE SPRING LOADED AND LOCK UPON 1. WET WELLS TO BE LINED W1T1 SEWPER COATS SYSTEM SPECIALLY DESIGNED VALVE VAULT CLOSING, AND SHALL BE EQUIPPED WITH A SAFETY ARM. ALL HATCH COVERS ARE TO FOR THE PROTECTION OF SANITARY MANHOLES, NET WELLS AND VALVE VAULTS. PRECAST CONCRETE OF ADEQUATE SIZE TO ACCOMODATE ALL VALVES, FITTINGS, HAVE A GASKET SEAL. WET WELL HATCH COVERS SHALL HAVE THE LID SPLIT INTO LINING SHALL BE AS MANUFACTURED BY FLORIDA LINERS. INC. OR APPROVED EQUAL. AND PUMP CONNECTION WITH A MINIMUM 4-INCH CLEARANCE BETWEEN INSIDE WALLS TWO (2) OR THREE (3) SECTIONS DETERMAINED BY THE STATION CONFIGURATION. AND ALL VALVES/FITTINGS. VAULT TO BE DRAINED TO WET WELL USING A GRAVITY THE SECTIONS SHALL BE SIZED AND SET UP TO ALLOW ALL SINGLE PUMP TO BE 2, VALVES AND VALVE BOX TO BE COATED NTH SEWPER COAT OR APPROVED EQUAL. � 1. SEAL ALL CONDUITS IN THE CABINET NTH ELECTRICAL DUCT SEAL TO KEEP LINE OF SCH. 60 PVC INCORPORATING A FLAPPER STYLE CHECK VALVE TO PREVENT SEWER GASES FROM ENTERING THE VAULT FROM THE WET WELL W/ RUBBER SEAL & GASKET. REMOVED AT TIME. EACH SECTION SHALL BE ABLE TO OPEN WITHOUT OPENING ANOTHER SECTION, AND EACH UD REQUIRES A PAD LOCK POST. 3. HATCH COVERS TO BE SPRING LOADED AND GASKETED. WET WELL COVER TO BE SPOT. OUT FUMES AND MOISTURE. SUPPORT CABLES ENTERING THE CABINET VATI1 PVC STRAIN RELIEF CONNECTORS. GUIDE/SLIDE RAILS 2, CONDUIT TO FP h L SERVICE POINT SHALL BE RIdO GALVANIZED PVC COATED. VALVES IN ORDER TO STANDARDIZE INSTALLADON AND SERVICE PRACTICES, THE FOLLOWING 4. WATER CONNECTIONS TO HAVE 1-1/2-INCH SERVICE WITH REDUCING BUSHINGS FOR CITY PRESSURE MONITORING AND 3/4-INCH SERVICE INTO WET WELL (CAPPED). CONDUITS TO WET WELL SHALL BE ON SCHEDULE BO PVC, 2' FOR ALL. "BREAK -AWAY -FITTING" (BAF) IS i0 BE PROVIDED FOR EACH PUMP PUT INTO SERVICE. 3. TEST BY MEGGERING ALL WIRES AND MOTORS, READINGS SHOULD BE 20 CUT-OFF VALVES TO BE DEZURIK (NO SUBSTITUTIONS ALLOWED) ANTI -FREEZE TYPE IN SEPARATE OUTSIDE OF WET WELL. VALVES MUST EACH BAF SHALL INCLUDE THE STATIONARY BASE ELBOW. UPPER GUIDE RAIL SUPPORT 5. VINYL COATED, GREEN IN CHAIN LINK FENCE TO MATCH EXISTING AREA. (TROPICAL MEGOHMS OR MORE TO GROUND. (DO NOT MEGGER LOW VOLTAGE CONTROLS ) PLUG VALVES MOUNTED VAULT BE FLANGED AND ADEQUATELY SUPPORTED. BRACKET AND MOVEABLE FITTING AS SPECIFIED. THE 4" X 4" SHALL BE BARNES PART FENCE )' N0. 087315. THE 6" X 6' SHALL BE BARNES PART N0. 091550, NO SUBSTITUTIONS ALLOWED. ALL COMPONENTS SMALL BE CAST IRON OR STAINLESS STEEL (INCLUDING 4. OPERATE PUMPS. CHECK DIRECTION, RECORD VOLTAGE AND AMPERAGE WITH EACH AND BOTH RUNNING. ALL WORK TO BE COMPLETED WITH SUPPLIER'S FIELDo CHECK VALVES SHALL BE KENNEDY (NO SUBSTITUTIONS ALLOWED) SWING CHECK WITH HARDWARE). MATING CONTACT BETWEEN MOVEABLE AND STATIONARY FlTDNGS SHALL BE 6. R.T.U. SHOULD REMAIN OUTSIDE OF CONTROL CABINET AT EXISTING STATIONS DUE REPRESENTATIVE PRESENT. WEIGHTED ARMS, FLANGED ON BOTH ENDS AND ADEQUATELY SUPPORTED. OFF -VERTICAL. UDULNG THE PUMP WEIGHT TO ASSURE ALEAK-FREE CONNECTION EVEN AT HIGH DISCHARGE PRESSURES. MATING FACE SHALL UTILIZE 0-RING DESIGN CAPTURED TO HIGH AMBIENT TEMP, 5. CHECK OPERATION WITH OWNER'S PORTABLE GENERATOR. CHANGE DIRECTIONS IN DOVE -TAIL GROOVE OF MOVEABLE FlTDNG. GUIDE RAILS SHALL BE 1-1/2-INCH ]. GENERATOR PLUG (1044FR-100A MALE) OR (2044FR-200A MALE) REVERSE IF NECESSARY TO PROVDE CORRECT ROTATION. PIPING SCHEDULE 40, 716 STAINLESS STEEL AND ADEQUATELY SECURED TO BOTTOM AND/OR SERVICE. (MFR. RUSSELL STOLL) 6. PANEL MUST NOT BE CLOSER TO WET WELL OPENING THAN 36 INCHES AS DUCTILE IRON CUSS 52 FANGED, MINIMUM 4-INCH DIAMETER FROM EACH PUMP, AND MINIMUM 6-INCH DIAMETER WHERE TWO ARE MANIFOLDED TOGETHER FOR SIDE OF WET WELL. THE BAPS SHALL BE MOUNTED SECURELY WITH APPROVED ANCHORS, 316 STAINLES STEEL HARDWARE. B. CONDUITS TO BE SEALED IN CONTROL CABINET WITH NYLON STRAIN RELIEF MEASURED FROM FRONT OF PANEL SINGLE DISCHARGE. WATER CONNECTION CONNECTORS AND "DUCT SEAL" OR EQUAL 7. PROVIDE SEPARATE 2' CONDUIT FOR EACH PUMP CABLE AND ONE 2" CONDUIT WET WELL MINIMUM 1-1/ -INCH WATER SERVICE WITH RPZ BACKFLOW PREVENTER, CUT OFF VALVE g. SEE PUMP BY-PASS DRAWING. FOR FLOAT SWITCHES. CONSTRUCTION SHALL BE OF REINFORCED CONCRETE MADE OF TYPE 2 CEMENT. W/ BOX, AND METER APPROVED BY THE CITY OF DELRAY BEACH ENVIRONMENTAL SERVICE DEPARTMENT DEPARTMENT SHALL BE PROVIDED AND POSITIONED NEAR. THE CONTROL STAND. 10. ALL CONTROLS SHALL BE TESTED BY THE CONTRACTOR AND VERIFIED BY B. POWER SERVICE SHALL BE ROUTED THROUGH BOTTOM OF PANEL. INSIDE OF WE WELL SHALL BE LINED WITH SENDER COATs COATING TO RESIST CORROSION PROVIDE A 1-1/2-INCH TEE AND SERVICE LINE WITH REDUCING BUSHING TO RN UNIT FROM SEWER GASES AND SHALL HAVE A MINIMUM fi FEET INSIDE DIAMETER WITH ONE B -INCH MINIMUM INFLUENT LINE ARRANGED TO AVOID AIR ENTRAINMENT AS FLOW ENTERS, FOR MONITORING CITY WATER PRESSURE AND A 3/4-INCH SERVILE W/SHUT OFF VALVE INTO WET WELL (CAPPED). ENVIRONMENTAL SERVICES MAINTENANCE PRIOR TO BEING ACCEPTED BY THE CITY. 9. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL INCLUDING ANCHORS. SUMP AREA BELOW INFLUENT LINE INVERT SHALL BE A MINIMUM 4-FEET DEEP WITH PUMPS 11, SUBMERSIBLE PRESSURE TRANSDUCERS SHALL BE USED. TAPERED BOTTOM TO AVOID SLUDGE DEPOSITS. INFLUENT PIPE CONNECTION AND NET THE MINIMUM 4.5 HP, 3-INCH SOLIDS HANDLING, 4-INCH DISCHARGE DIAMETER (KELLER LEVEL GAGE P/N 0407.01302.020109 RANGE 0-10 PSIG) 10. ALL CABLES TO WET WELL SMALL BE CONDNU WS WITH NO SPLICES. WELL JOINTS SHALL BE 0-RING GASKET OR FLEXIBLE WATER TIGHT JOINTS. A 12-FEET WIDE STABILIZED ROAD SHALL BE PROVIDED FOR MAINTENANCE TRUCK ACCESS. MINIMUM PUMPS SHALL BE MANUFACTURED BY PEABODY BARNES. OR APPROVED 11. CABLE FOR PUMP MOTORS SHALL BE OF SUFFICIENT LENGTH TO WALL THICKNESS SHALL BE B-INCHES, MINIMUM FOUNDATION THICKNESS SHALL BE 18- EQUAL, AND SHALL BE DESIGNED TO OPERATE NEAR OPTIMUM EFFICIENCY. ALLOW PUMP MOTORS TO BE REMOVED FOR SERVICING INCHES, FOUNDATION SLAB TO BE SET ON A 18-INCH LAYER OF WASHED ROCK WRAPPED MINIMUM TWO PUMPS SHALL BE INSTALLED IN ONE LIFT STATION WITH DEVICES TO PREVENT MOTORS FROM DRAWING MORE THAN FULL LOAD RATED AMPERAGE, MBRADON 12. SERVICE TO MAIN BREAKER IN CONTROL PANEL SHALL HAVE HI LEG CENTER IN FILTER FABRIC. (SEE STANDARD BEDDING DETAIL D 3.1 ). MUST NOT BE EXCESSIVE ON ANY PART OF THE PUMP CURVE. AND IDENTIFIED BY ORANGE PHASING TAPE FOR 240V DELTA, SPARE PARTS PUMP RATE ALL TELEMETRY ITEMS LISTED ON LS 4.2 UNDER SPARE PARTS. PUMPS TO OPERATE AT GPM, TDH= FT. FLOOD CRITIERA 3 DAY, 25 YEAR STORM EL.= TOP OF STRUCTURE EL.= 3 DAY, 100 YEAR STORM EL.-_ BOTTOM OF CONTROL PANEL EL- GENERAL LIFT STATION REQUIREMENTS GENERAL LIFT STATION REQUIREMENTS GENERAL LIFT STATION REQUIREMENTS (SHEET 1 OF 3) LS 1.1a (SHEET 2 OF 3) LS 1.1b (SHEET 3 OF 3) LS 1.1c INSTALLATION NOTES LS 1.2 3/4" WASHED ROCK FLUSH WITH TOP OF SLAB s' HIGH cHux UxK FDJCE I' PVG FRGM CONTRA TAPER TO MINIMUM 2' THICK AT FENCE LINE GRILL, TAP, INSTALL M" D.I.P. VENT 1RAFFlC BEARING w/ caLGR suTs To MATCH E%ISTWG AREA cGLrn ccOE CABINET TG VALVE BGx ALUMINUM COVER 0-100 PSI TRANS (sEE VPoTTEx SPECIPTCAnws) � HITTER ON CHECK (SEE GENERAL LIFT VALVE HD. W/ STOAINLESSNSTEELGE STATION REQUIREMENTS) SHUT OFF VALVE. TELEPHONEOOR .-HEAD LOW VOLTAGE LINES HIxGEs (M) T HINGES (1W.) HARDWARE CLOTH cAM LOa PTTnxG SCREEN PLUG VALVE w%c RiU� Pµ6 vAuf VAULT vLUG VALVE PLUG VALVE WITH BOXES MIN. 8 CONC. 12"M N 1-1 /4'x 21' Z �_ H V H N Z LL F Z Al, V,1 '1Y CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW D 1-BOO-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 1. m COPYRIGHT 2021 BY ENNRODESIGN ASSOCIATES, INC. Know what's below. THIS DRAWING IS PROVDED FOR INFORMATIONAL PURPOSES ONLY, before J UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call before you dig. ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. IF El . Z 5 z a� a� O� a� �r x a Qi W zW aw F � O E F+ C� F z N E m a <I I`� n n tI) O Y1 N 0 �a^ OIN a or u Foy Ny oWmzgm Qa �WI�� p >N`w Ic ¢Q ILQ� �o>. a ¢oo o z I W ""n L) O W °O W N a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: oz/Ja/zJ JOB N0. 19086-DTL SHEET N0. 12NF13 ��I I I i i i i i i i i i i i i i i i i i i i j / - I N L E T l ��' P R O T E C T I O N T E M P O P A R Y T Y P I - - - - I T E M P O R A R Y S I L T . ( ) I I F E N C I N G ( T Y P I C A L ) T I I I 1 I I I ' ' I T E 4 0 R A R Y S I L T - - - - - - l ��- - - - = - - = ��- - - - - - F E N C I N G ( T Y P I C A L ) - - - - F L O A T I N G T U R B I D I T Y B A R R I E R I - I I I ! I M I I I I I / ` � � " : , a � ; N �� I " . � . " " " a J = - - . " n " 8 A . . �� 1 " - : N . N . . m . . N . : , . . . : N a 1 1 . - . I N L E T F I L T E R I N S T A L L A T I O N N I T H O U I F R A M E A N D G R A T E W I R E S U P P O R T - M O U L D 6 X 6 " , 5 / 5 G A . 4 9 M / 1 0 0 S O . F T . W E L D W I R E S U P P O R T . E X T E N D 6 ' M I N . A T S I D E S a F A B R I C G R A T E B A C K F I L L A F T E R I N S T A L L A T I O N O F N L E T F I L T E R N O T E S : N O T T O S C A L E 1 . C O N T R A C T O R I S T O C L E A N I N L E T F I L T E R A F T E R E V E R Y S T O R M 2 . C O N T R A C T O R T O R E M O V E F A B R I C J U S T P R I O R T O P A V I N G A S E D I M E N T T R A P W I L L B E E X C A V A T E D B E H I N D T H E C U R B A T T H E I N L E T . T H E B A S I N S H A L L B E A T L E A S T 1 2 T O 1 4 I N C H E S I N D E P T H , A P P R O X I M A T E L Y 3 6 I N C H E S I N W I D T H , A N D A P P R O X I M A T E L Y 7 T O 1 0 F E E T I N L E N G T H P A R A L L E L T O T H E C U R B . S T O R M W A T E R W I L L R E A C H T H E S E D I M E N T T R A P V I A C U R B C U T S A D J A C E N T T O E A C H S I D E O F T H E I N L E T S T R U C T U R E . T H E S E O P E N I N G S S H A L L B E A T L E A S T 1 2 I N C H E S I N L E N G T H . S T O R M W A T E R M A Y A L S O R E A C H T H E B A S I N V I A O V E R L A N D F L O W L A N D A R E A B E H I N D T H E C U R B . T H E C U R B C U T S S H A L L B E R E P A I R E D W H E N T H E S E D I M E N T T R A P 1 5 R E M O V E D . I N L E T F I L T E R D E T A I L D 8 . 1 N O T E A C O N S T R U C T I O N E N T R A N C E S H A L L B E C O N S T R U C T E D A N D C O N T A I N A N A G G R E G A T E L A Y E R ( F O O T A G G R E G A T E N O A ) , A T L E A S T 6 - I N C H E S T H I N K . I T M U S T E X T E N D T O T H E W I D T H O F T H E V E H I C U L A R I N G R E S S A N D E G R E S S A R E A . S T A B I L I Z E D C O N S T R U C T I O N E N T R A N C E D E T A I L D 9 . 1 C 1 . T H E I N T E N T O F E R O S I O N C O N T R O M E A S U R E S I N D I C A T E D G R A P H I C A . L Y O N P U N S 1 5 T O P R O V I D E A B A R R I E R T O C O N T A I N S I L T A N D S E D I M E N T O N T H E P R O J E C T S M . T H I S R E P R E S O N T A T O N I S P R O V I D E D F O R T H E C O N V T N I E N C E O T H E C O N T R A C T O R , T H E T E S T O F E R O S I D N C O N T R O L E F F E C T I V E N E S S 1 5 N O T T O B E D E T E R M I N E D B Y A D H E R E N C E T O T H E R E P R E S E N T S E T F O R T H O N T H E D R A W I N G S A N D S P E C I F I C A T I O N S , B U T B Y M E E T I N G T H E R E G U L A T I O N S S E T F O R T H B Y T H E A U T H O R I T Y H A V I N G J U R S D I C T O N O V E R W A T E R O U P I T Y C O N T R O L A N D O T H E R S E D I M E N T A T I O N R E S T R I C T I O N R E O U I R E M E N T S I N T H E R E G I O N , 2 A P P R O V I D E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S S H A L L B E I N S T A L L E D P R I O R T O A N Y C L E A R I N G G R A D I N G . E X C A V A T O N . F I L L I N G . O R O T H E R L A N D O I S T I R B A N C E A C T W T E S , E X C E P T T H O S E W E R A T O N S N E E D E D T O I N S T A L L S U C H M E A S U R E S . 3 , N S P E C T I O N O F A L L E R O S I O N C O N T R O L M E A S U R E S S T A L L B E C O N D U C T E D W E E K L Y . O R A F T E R E A C H R A I N F A L L E V E N T . R E P A I R , A N D / O R R E P L A C E M E N T O F S U C H M E A S U R E S S H A L L B E M A D E P R O M P T Y . A S N E E D E D . 4 K E E P D U S T M T H I N T O L E R A B L E U N I T S B Y S P R I N K U N G O R O T H E R A C C E P T A B L E M E N U S 5 . A D D I T I O N A L E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S M A Y B E R E Q U I R E D I F D E E N E D N E C E S S A R Y B Y O - T E I N S P E C T I O N . E . F A R E T O P R O P E R L Y I N S T A L L A N D M A N T A I N E R O S I O N C O N T R O L P R A C T I C E S S H A L L R E S U L T I N C O N S T R U C T I O N B E N G H A L T E D . 7 . D R A I N A G E I N L E T S S H A L L B E P R O T E C T E D B Y F I L T E R A N D G R A D E D R O O K A S P E R U N L I T P R O T E C T O N D E T A I L B . A N Y A C C E S S R W T E S T O S M S H A L L B E B A S E D W I T H C R U S H E D S T O N E . W H E R E P R A C T I C A L s . E R O S I O N C O N T R O L M E A S U R E S A R E T O B E M A I N T A I N E D U N T I L P E R M A N E N T G R D U N O C O V E R I S B U S H E D . 1 0 . W H E N E V E R F E A S B L E , N A T U R A L V E G E T A T I O N S H A L L B E R E T A N E D A N D P R O T E C T E D . 1 1 . A L L W 1 1 W O R K 1 5 T O B E I N C O M P U A N C E H T H E R U L E S A N D R E G U L A T I O N S S E T F O R T H B Y T H E S T A T E O F F L O R I D A , D E P A B ` I N D , T O F D N V R O N M E N T A L P R O T E C T I O N A N D T H E C I T Y O F D E I A A Y B E A C H . 1 2 . D I S C H A R G E F R O M D E W A T E R I N G O P E R A T I O N S S H A L L B E R E T A I N E D O N S T E I N A C O N T A I N M E N T A R E A . E R O S I O N C O N T R O L N O T E S D E T A I L D 9 . 1 S T E E L E X T R A S T R E N G T H F I L T E R F A B R I C W O O D N E E D E D W I T H O U T W I R E M E S H S U P P O R T - F O R A D D I T I O N A L S T R E N G T H F I L T E R F A B R I C M A T E R I A L C A N B E A T T A C H E D T O A 6 - I N C H ( M A X . ) M E S H W I R E S C R E E N Y M I C H H A S B E E N F A S T E N E D T O T H E P O S T S F L w W ��L O F L O W 0 N O T E S 1 . T H E H E I G H T O F A S I L T F E N C E S H A L L N O T E X C E E D 3 6 I N C H E S ( 9 0 C M ) . 2 . T H E F I L T E R F A B R I C S H A L L B E P U R C H A S E D I N A C O N T I N U O U S R O L L C U T T O T H E L E N G T H O F T H E B A R R I E R T O A V O I D T H E U S E O F J O I N T S . 3 . P O S T S S H A L L B E S P A C E D A M A X I M U M O F 1 0 F E E T ( 3 M ) A P A R T A T T H E B A R R I E R L O C A T I O N A N D D R I V E N S E C U R E L Y I N T O T H E G R O U N D A M I N I M U M O F 1 2 I N C H E S ( 3 0 C M ) . W H E N E X T R A S T R E N G T H F A B R I C I S U S E D W I T H O U T T H E W I R E S U P P O R T F E N C E , P O S T S P A C I N G S H A L L N O T E X C E E D 6 F E E T ( 1 . 8 M ) . 4 . A T R E N C H S H A L L B E E X C A V A T E D A P P R O X I M A T E L Y 4 I N C H E S ( 1 0 C M ) W A D E A N D 4 I N C H E S ( 1 0 C M ) D E E P A L O N G T H E U N E O F P O S T S A N D U P S L O P E F R O M T H E B A R R I E R . 5 . W H E N S T A N D A R D S T R E N G T H F I L T E R F A B R I C I S U S E D , A W I R E M E S H S U P P O R T F E N C E S H A L L B E F A S T E N E D S E C U R E L Y T O T H E U P S L O P E S I D E O F T H E P O S T S U S I N G H E A V Y D U T Y W A R E S T A P L E S A T L E A S T 1 I N C H ( 2 5 M M ) L O N G , T I E W A R E S , O R H O G R I N G S . T H E W I R E S H A L L E X T E N D I N T O T H E T R E N C H A M I N I M U M O F 2 I N C H E S ( 5 C M ) A N D S H A L L N O T E X T E N D M O R E T H A N 3 6 I N C H E S ( 9 0 C M ) A B O V E T H E O R I G I N A L G R O U N D S U R F A C E . 6 . T H E S T A N D A R D S T R E N G T H F I L T E R F A B R I C S H A L L B E S T A P L E D O R W I R E D T O T H E F E N C E , A N D 8 I N C H E S ( 2 0 C M ) O F T H E F A B R I C S H A L L B E E X T E N D E D I N T O T H E T R E N C H . T H E F A B R I C S H A L L N O T E X T E N D M O R E T H A N 3 6 I N C H E S ( 9 0 C M ) A B O V E T H E O R I G I O N A L G R O U N D S U R F A C E . 7 . T H E T R E N C H S H A L L B E B A C K F I L L E D A N D T H E S O I L C O M P A C T E D O V E R T H E F I L T E R F A B R I C . B . A L L P R O J E C T S R E Q U I R E S U B M I T T A L O F P O L L U T I O N P R E V E N T I O N P L A N ( P P P ) . 9 . A L L P R O J E C T S I A C . O R M O R E M U S T S U B M I T N O T I C E O F I N T E N T ( N O I ) T O F D E P . S I L T F E N C E I N S T A L L A T I O N D E T A I L D 9 . 1 0 S h e e t 1 o f 2 F E N C E P O S T ( W O O D O R S T E E L ) R U N O F F D I G 4 " W I D E & D E E P T R E N C H , B U R Y B O T T O M U A H F A B R I C , A N D A N C H O R W / C O M P A C T E D B A C K F I L L M A T E R I A L B S I L T F E N C E S E C T I O N N O T T O S C A L E P L A C E T H E E N D P O S T O F T H E S E C O N D F E N C E I N S I D E T H E E N D P O S T O F T H E F I R S T F E N C E R O T A T E B O T H P O S T S A T L E A S T 1 8 0 D E G R E E S I N A C L O C K W I S E D I R E C T I O N T O C R E A T E A T I G H T S E A L W I T H T H E F A B R I C M A T E R I A L D I R E C T I O N O F R U N O F F W A T E R S 1 1 1 D R I V E B O T H P O S T S A B O U T 1 8 I N C H E S I N T O T H E G R O U N D A N D B U R Y F L A P A T T A C H I N G T W O S I L T F E N C E S N O T T O S C A L E S I L T F E N C E I N S T A L L A T I O N D E T A I L D 9 . 1 b S h e e t 2 o f 2 % t r � f r " O K n o w w h a t ' s b e l o w . c a l l b e f o r e y o u d i g . 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WEISS 525 MIDDLE ROAD, GULF STREAM, FL 33483 P H O N E: 9 1 7/ 9 1 2. 3 6 2 2 W ll \V V1 I S S 'a G A 1. A 1 1, . C OM Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 To Whom It May Concern, I am writing to express in the strongest terms possible my objection to my neighbor's, James Cacioppo residing at 3140 Polo Drive, request for a variance to install a four post boat lift. I own a home next door at 525 Middle Road (lots 8 and 9). All current residents of Gulf Stream are able to use a lift that is attached to the wall, thus keeping the boat and the lift out of view. The visual appearance of this will be distracting and unsightly for the neighborhood. If you have any questions or would like to discuss this in person, please feel free to contact me at 917.912.3622. Thank you for your attention to this matter, Sincerely, William Weiss N/LL-97 q !U2! and � -� BAza tH77-dV'L{1' $ laWamalw f78I'd-�[� AY>w dCLC-Yfl 7p5Y-M2 � gY7�l7�dYL'IIUt x31�� Y&�wurro U 31t9M1� SMQA.3A8715 QVY7 �W WMYS® -T Y3lnS N3MO eotsl p'�%t3nbns m1a+2ss�sm✓aealA�ataz et axw3 n rare a3AYe --� !----------------------- - --� ----------------------- --- ---- - - - - - - - - u rri3�/OR as3csy MEA3A31aa,to, WS r HyGpW JO _W mom AMM 0-1 �I mm aMrrtb� �cio ate C3! ,abuu e� > �! A4091VkJ M 4>i SV i1}3t1 d1`M rr�o s._a� PA, 3�! 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I III/ TOWN OF GULF STREAM BALANCE SHEET & CASH & BUDGET REPORT Unaudited As of February 28, 2021 TABLE OF CONTENTS SECTION PAGE(S) Last Fiscal Period Summary and Highlights........................................................................... 1 CashBalance Sheet..................................................................................................................... 2-4 BudgetReport, General Fund............................................................................................................... 5-9 BudgetReport, Water Fund................................................................................................ 10-11 Budget Report, Undergrounding Fund.................................................................................... 12-13 Budget Report, Penny Sales Tax Fund................................................................................... 14 February 2021 - Summary and Highlights • Current Streets Department Capital Outlay and the Enterprise (Water) Fund Capital Outlay are over budget. However, this is due to the AM and Core Drainage Projects spanning FY 20 and FY 21. Unused budgeted funds from FY 20 will be reserved and a budget amendment will be presented to the Commission closer to the end of FY 21 to add those reserved funds from FY 20 to the budgeted amounts for FY 21. • Budget preparations have begun for FY 2022. Staff is in the process of contacting vendors and reviewing contracts to prepare budgeted amounts for Fiscal Year 2022. • The Underground Loan payment for FY 2021 will be drafted from the Underground Payment Fund on April 1, 2021 in the amount of $269,156.93. This will be the second to last payment for the Underground Project loan. • The Fund Balance of the Penny Sales Tax Fund, also known as the Discretionary Infrastructure Tax Fund, was $124,228.50 at the end of February 2021. -I- Town of Gulf Stream Balance Sheet February 28, 2021 General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Assets Cash - Oper Account $240,185.94 $0.00 $0.00 $0.00 $0.00 Cash - P/R Account $8,120.35 $0.00 $0.00 $0.00 $0.00 Cash - Operating MMA $8,280,497.83 $0.00 $0.00 $0.00 $0.00 Cash - Flagler Bank CD $275,657.09 $0.00 $0.00 $0.00 $0.00 Legacy Bank CD $280,944.96 $0.00 $0.00 $0.00 $0.00 Synovus (Florida Community Bank) CD $249,749.91 $0.00 $0.00 $0.00 $0.00 BankUnited CD ($0.20) $0.00 $0.00 $0.00 $0.00 Cash - Petty Cash $200.00 $0.00 $0.00 $0.00 $0.00 Accounts Receivable - Garbage $13,396.84 $0.00 $0.00 $0.00 $0.00 Miscellaneous Receivable ($2,374.35) $0.00 $0.00 $0.00 $0.00 Due From Water Fund $145,167.47 $0.00 $0.00 $0.00 $0.00 Inventories $6,362.13 $0.00 $0.00 $0.00 $0.00 Prepaid Other $1,369.00 $0.00 $0.00 $0.00 $0.00 Penny Sales Tax MMA $0.00 $0.00 $0.00 $124,228.50 $0.00 Underground Proj Pymt Fund - Checking $0.00 $0.00 $348,749.90 $0.00 $0.00 Cash - Suntrust MMA $0.00 $0.00 $269,293.25 $0.00 $0.00 Assessment Receivable $0.00 $0.00 $252,708.03 $0.00 $0.00 Delinq. Assessment Recievable $0.00 $0.00 $0.04 $0.00 $0.00 Cash-Flagler Bank Water Utility Savings $0.00 $2,060,293.37 $0.00 $0.00 $0.00 Accounts Receivable - Water $0.00 $18,979.02 $0.00 $0.00 $0.00 Investment Earnings -CD etc. $0.00 $13,918.00 $0.00 $0.00 $0.00 Accounts Receivable - Reserves $0.00 $10,368.84 $0.00 $0.00 $0.00 Admin/Late Fee Revenue $0.00 ($2,327.01) $0.00 $0.00 $0.00 Accounts Receivable-Backflow Preventer Test $0.00 $605.00 $0.00 $0.00 $0.00 Less: Allowance - Water $0.00 $25,000.00 $0.00 $0.00 $0.00 Due From General Fund $0.00 ($145,167.47) $0.00 $0.00 $0.00 Improvements Other Than Bldg. $0.00 $2,658,921.72 $0.00 $0.00 $0.00 Accum. Deprec.-Imp Other T Bid $0.00 ($1,167,726.36) $0.00 $0.00 $0.00 Equipment and Furniture $0.00 $105,737.55 $0.00 $0.00 $0.00 Accumulated Depr - Equip/ Fum $0.00 ($83,976.00) $0.00 $0.00 $0.00 Construction in Process $0.00 $58,909.31 $0.00 $0.00 $0.00 -2- General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 HRA Custodial Fund Account $0.00 $0.00 $0.00 $0.00 $201,867.72 Total Assets $9,499,276.97 $3,503,535.97 $870,751.22 $124,228.50 $201,867.72 Liabilities and Fund Balance Liabilities Accounts Payable $28,082.06 $0.00 $0.00 $0.00 $0.00 Accrued Compensated Absences $0.48 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable ($38,198.84) $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $8,734.04 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $2,589.44 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $22,533.82 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $3,144.02 $0.00 $0.00 $0.00 $0.00 Other Insurance Deductions $40.01 $0.00 $0.00 $0.00 $0.00 Deposit:Damage Bond/Plans $50,000.00 $0.00 $0.00 $0.00 $0.00 Deferred Revenue $0.00 $0.00 $252,708.51 $0.00 $0.00 Accounts Payable $0.00 $324.21 $0.00 $0.00 $0.00 Water Accrued Wages Payable $0.00 $0.13 $0.00 $0.00 $0.00 Accrued Compensated Absences $0.00 $1,052.92 $0.00 $0.00 $0.00 FICA Taxes Payable $0.00 $1,197.52 $0.00 $0.00 $0.00 Deferred Revenue $0.00 $4,260.00 $0.00 $0.00 $0.00 HRA Liability $0.00 $0.00 $0.00 $0.00 $201,867.72 Total Liabilities $76,925.03 $6,834.78 $252,708.51 $0.00 $201,867.72 Fund Balance Reserve for Dredging $17,820.00 $0.00 $0.00 $0.00 $0.00 Fund Balance $9,404,531.94 $0.00 $0.00 $0.00 $0.00 Fund Balance $0.00 $0.00 $0.00 $124,228.50 $0.00 Fund Balance $0.00 $0.00 $618,042.71 $0.00 $0.00 Retained Earnings - Unreserved $0.00 $3,083,068.05 $0.00 $0.00 $0.00 Retained Earnings - Reserved $0.00 ($124,282.84) $0.00 $0.00 $0.00 R/E Reserved For D/S and R & R $0.00 $537,915.98 $0.00 $0.00 $0.00 Total Fund Balance $9,422,351.94 $3,496,701.19 $618,042.71 $124,228.50 $0.00 General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Total Liabilities and Fund Balance $9,499,276.97 $3,503,535.97 $870,751.22 $124,228.50 $201,867.72 -4- Revenues Property Taxes Ad Valorem Taxes - Current Early Payment Discount -Ad Valo Interest on Tax Collection Total Property Taxes Fines Judgements and Fines Violations of Local Ordinances Permits Zoning/Code Review Fees hispection Fee Registrations County Business Tax State & County Local Option Fuel Tax R&S FL Revenue Sharing FL Rev Sharing -Alcoholic Bev Local Government 1/2c Sales Tx Fuel Tax Refund Recycle Revenue Sharing Interest Interest On Investment Franchises Franchise Fees - FPL Franchise Fees - Gas Actual Town of Gulf Stream Income Statement General Fund as of February 28, 2021 Current Month YTS Budget Variance Actual Budget Variance 2021 Budget $191,053.61 $385,150.42 ($194,096.81) $4,276,365.17 $4,621,805.00 ($345,439.83) $4,621,805.00 ($4,448.02) ($13,750.00) $9,301.98 ($165,459.26) ($165,000.00) ($459.26) ($165,000.00) $0.00 $125.00 ($125.00) $0.00 $1,500.00 ($1,500.00) $1,500.00 $186,605.59 $371,525.42 ($184,919.83) $4,110,905.91 $4,458,305.00 ($347,399.09) $4,458,305.00 $0.00 $100.00 ($100.00) $20,022.07 $1,200.00 $18,822.07 $1,200.00 $300.00 $208.33 $91.67 $779.10 $2,500.00 ($1,720.90) $2,500.00 $300.00 $308.33 ($8.33) $20,801.17 $3,700.00 $17,101.17 $3,700.00 $13,250.00 $5,833.33 $7,416.67 $52,705.00 $70,000.00 ($17,295.00) $70,000.00 $21,229.00 $25,000.00 ($3,771.00) $112,128.00 $300,000.00 ($187,872.00) $300,000.00 $34,479.00 $30,833.33 $3,645.67 $164,833.00 $370,000.00 ($205,167.00) $370,000.00 $136.36 $133.33 $3.03 $697.35 $1,600.00 ($902.65) $1,600.00 $136.36 $133.33 $3.03 $697.35 $1,600.00 ($902.65) $1,600.00 $2,836.31 $2,416.67 $419.64 $10,704.73 $29,000.00 ($18,295.27) $29,000.00 $1,833.58 $1,833.00 $0.58 $9,167.92 $22,000.00 ($12,832.08) $22,000.00 $0.00 $33.00 ($33.00) $0.00 $400.00 ($400.00) $400.00 $8,311.96 $5,750.00 $2,561.96 $28,296.65 $69,000.00 ($40,703.35) $69,000.00 $0.00 $108.00 ($108.00) $498.78 $1,300.00 ($801.22) $1,300.00 $0.00 $4.17 ($4.17) $0.00 $50.00 ($50.00) $50.00 $12,981.85 $10,144.84 $2,837.01 $48,668.08 $121,750.00 ($73,081.92) $121,750.00 $6,560.07 $4,166.67 $2,393.40 $32,395.85 $50,000.00 ($17,604.15) $50,000.00 $6,560.07 $4,166.67 $2,393.40 $32,395.85 $50,000.00 ($17,604.15) $50,000.00 $11,127.93 $9,833.33 $1,294.60 $46,730.30 $118,000.00 ($71,269.70) $118,000.00 $922.72 $316.67 $606.05 $2,798.86 $3,800.00 ($1,001.14) $3,800.00 -5- Local Communication Svc Tax Communications Services Tax Garbage Collection Fees Garbage Collection Fee Utility Service Tax Utility Service Tax - Electric Utility Service Tax - Gas Utility Service Tax - Propane Contributions and Donations Contributions - Community Other Certification, Copies, Misc Or Clerk's Charges & Fees Other Contractual Agreements Other Miscellaneous Revenue Operating Transfer Total Revenues Expenditures Admin & General Executive Salaries Regular Salaries - Admin Contingency - Miscellaneous Overtime- Admm FICA Taxes Retirement Contributions Life and Health Insurance Legal Services -Planning Board Misc. Prof Svcs.- Building Inspections Misc Prof Svcs - TH Accounting and Auditing Fees Current Month nD Actual Budget Variance Actual Budget Variance 2021 Budget $12,050.65 $10,150.00 $1,900.65 $49,529.16 $121,800.00 ($72,270.84) $121,800.00 $4,834.08 $4,750.00 $84.08 $18,014.69 $57,000.00 ($38,985.31) $57,000.00 $4,834.08 $4,750.00 $84.08 $18,014.69 $57,000.00 ($38,985.31) $57,000.00 $0.00 $13,000.00 ($13,000.00) $53,747.66 $156,000.00 ($102,252.34) $156,000.00 $0.00 $13,000.00 ($13,000.00) $53,747.66 $156,000.00 ($102,252.34) $156,000.00 $16,141.22 $16,000.00 $141.22 $70,187.20 $192,000.00 ($121,812.80) $192,000.00 $1,566.02 $1,083.00 $483.02 $3,083.57 $13,000.00 ($9,916.43) $13,000.00 $3,530.15 $1,083.00 $2,447.15 $4,900.61 $13,000.00 ($8,099.39) $13,000.00 $21,237.39 $18,166.00 $3,071.39 $78,171.38 $218,000.00 ($139,828.62) $218,000.00 $0.00 $1,000.00 ($1,000.00) $0.00 $12,000.00 ($12,000.00) $12,000.00 $0.00 $1,000.00 ($1,000.00) $0.00 $12,000.00 ($12,000.00) $12,000.00 $682.00 $208.00 $474.00 $2,037.00 $2,500.00 ($463.00) $2,500.00 $94.50 $58.00 $36.50 $4,895.75 $700.00 $4,195.75 $700.00 $0.00 $1,250.00 ($1,250.00) $0.00 $15,000.00 ($15,000.00) $15,000.00 $0.00 $16.67 ($16.67) $347,850.00 $200.00 $347,650.00 $200.00 $0.00 $50,000.00 ($50,000.00) $0.00 $600,000.00 ($600,000.00) $600,000.00 $776.50 $51,532.67 ($50,756.17) $354,782.75 $618,400.00 ($263,617.25) $618,400.00 $279,961.49 $515,710.59 ($235,749.10) $4,932,547.00 $6,188,555.00 ($1,256,008.00) $6,188,555.00 $10,385.60 $9,945.42 ($440.18) $52,730.96 $119,345.00 $66,614.04 $119,345.00 $24,864.48 $34,528.25 $9,663.77 $133,024.92 $414,339.00 $281,314.08 $414,339.00 $3,983.33 $6,250.00 $2,266.67 $3,983.33 $75,000.00 $71,016.67 $75,000.00 $148.70 $416.00 $267.30 $1,201.08 $5,000.00 $3,798.92 $5,000.00 $2,702.73 $3,179.17 $476.44 $13,584.17 $38,150.00 $24,565.83 $38,150.00 $7,374.31 $7,715.75 $341.44 $38,860.07 $92,589.00 $53,728.93 $92,589.00 $1,003.14 $9,532.50 $8,529.36 $44,313.99 $114,390.00 $70,076.01 $114,390.00 $0.00 $491.67 $491.67 $0.00 $5,900.00 $5,900.00 $5,900.00 $21,229.00 $25,000.00 $3,771.00 $112,128.00 $300,000.00 $187,872.00 $300,000.00 $1,435.50 $4,333.33 $2,897.83 $22,202.75 $52,000.00 $29,797.25 $52,000.00 $2,600.00 $1,666.67 ($933.33) $13,980.80 $20,000.00 $6,019.20 $20,000.00 -6- Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Property Trash Removal/ Mowing $0.00 $250.00 $250.00 $1,909.78 $3,000.00 $1,090.22 $3,000.00 Travel and Per Diem - TH $0.00 $375.00 $375.00 $0.00 $4,500.00 $4,500.00 $4,500.00 Communication -TH $862.89 $1,250.00 $387.11 $5,052.94 $15,000.00 $9,947.06 $15,000.00 Postage $0.00 $291.67 $291.67 $1,967.95 $3,500.00 $1,532.05 $3,500.00 Electric - TH $668.21 $750.00 $81.79 $3,547.70 $9,000.00 $5,452.30 $9,000.00 Water $20.35 $1,666.67 $1,646.32 $7,035.51 $20,000.00 $12,964.49 $20,000.00 Rental and Lease Expense $369.93 $291.67 ($78.26) $1,510.39 $3,500.00 $1,989.61 $3,500.00 Insurance - Liab/Prop/WC $0.00 $15,416.67 $15,416.67 $61,021.00 $185,000.00 $123,979.00 $185,000.00 Insurance - Property $0.00 $583.33 $583.33 $6,800.00 $7,000.00 $200.00 $7,000.00 Building Maintenance - TH $1,354.50 $1,666.67 $312.17 $15,493.29 $20,000.00 $4,506.71 $20,000.00 Lawn Maintenance $687.00 $1,000.00 $313.00 $2,687.00 $12,000.00 $9,313.00 $12,000.00 Bird Sanctuary Maintenance $0.00 $208.33 $208.33 $2,500.00 $2,500.00 $0.00 $2,500.00 Office Eq/Supp/Computer - TH $16,566.48 $2,916.00 ($13,650.48) $26,745.99 $40,000.00 $13,254.01 $40,000.00 Printing and Binding - TH $696.06 $708.33 $12.27 $1,049.50 $8,500.00 $7,450.50 $8,500.00 Legal Advertisement & Other $0.00 $416.67 $416.67 $1,188.44 $5,000.00 $3,811.56 $5,000.00 Office Supplies $210.10 $333.33 $123.23 $2,326.89 $4,000.00 $1,673.11 $4,000.00 Books, Membership, Training - TH $175.00 $916.67 $741.67 $4,311.41 $11,000.00 $6,688.59 $11,000.00 Capital Outlay - TH $0.00 $7,500.00 $7,500.00 $9,855.00 $90,000.00 $80,145.00 $90,000.00 $97,337.31 $139,599.77 $42,262.46 $591,012.86 $1,680,213.00 $1,089,200.14 $1,680,213.00 Fire Fire Control Contract Services $45,676.30 $45,677.17 $0.87 $228,381.50 $548,126.00 $319,744.50 $548,126.00 Misc. Repair and Maintenance $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $45,676.30 $45,760.17 $83.87 $228,381.50 $549,126.00 $320,744.50 $549,126.00 Police Executive Salaries $10,040.00 $10,877.17 $837.17 $53,714.50 $130,526.00 $76,811.50 $130,526.00 Regular Salaries - Police Offr $65,437.78 $79,650.42 $14,212.64 $348,047.19 $955,805.00 $607,757.81 $955,805.00 Overtime - Police $0.00 $1,250.00 $1,250.00 $5,925.52 $15,000.00 $9,074.48 $15,000.00 Incentive Pay $958.44 $1,190.00 $231.56 $5,012.39 $14,280.00 $9,267.61 $14,280.00 FICA Taxes $5,802.74 $6,748.08 $945.34 $30,648.60 $80,977.00 $50,328.40 $80,977.00 Retirement Contributions $14,889.22 $17,244.92 $2,355.70 $79,031.25 $206,939.00 $127,907.75 $206,939.00 Life and Health Insurance $1,553.16 $0.00 ($1,553.16) $42,673.06 $0.00 ($42,673.06) $0.00 Life and Health Insurance $336.46 $20,653.75 $20,317.29 $69,782.70 $247,845.00 $178,062.30 $247,845.00 Misc Prof Svcs - PD $213.00 $168.58 ($44.42) $1,022.50 $2,023.00 $1,000.50 $2,023.00 Dispatch Service Contract $0.00 $4,972.17 $4,972.17 $60,242.92 $59,666.00 ($576.92) $59,666.00 Travel and Per Diem - PD $0.00 $150.00 $150.00 $0.00 $1,800.00 $1,800.00 $1,800.00 Communication - PD $539.14 $583.33 $44.19 $2,304.33 $7,000.00 $4,695.67 $7,000.00 Electric - PD $193.39 $250.00 $56.61 $943.07 $3,000.00 $2,056.93 $3,000.00 -7- Current Month nU Actual Budget Variance Actual Budget Variance 2021 Budget Water-PD $20.35 $20.00 ($0.35) $93.49 $250.00 $156.51 $250.00 Rental and Lease Expense-PD $132.61 $166.67 $34.06 $530.44 $2,000.00 $1,469.56 $2,000.00 Building Maintenance - PD $424.25 $416.00 ($8.25) $2,217.22 $10,000.00 $7,782.78 $10,000.00 Vehicle Maintenance $1,811.74 $833.33 ($978.41) $3,342.65 $10,000.00 $6,657.35 $10,000.00 Office Eq/Supp/Computer - PD $0.00 $1,000.00 $1,000.00 $4,785.40 $12,000.00 $7,214.60 $12,000.00 Printing and Binding -PD $41.16 $125.00 $83.84 $220.08 $1,500.00 $1,279.92 $1,500.00 Uniform Cleaning $232.05 $321.58 $89.53 $1,050.76 $3,859.00 $2,808.24 $3,859.00 Office Supplies $16.99 $125.00 $108.01 $377.53 $1,500.00 $1,122.47 $1,500.00 Fuel $2,409.30 $2,916.67 $507.37 $11,621.68 $35,000.00 $23,378.32 $35,000.00 Uniforms & Equipment $570.80 $625.00 $54.20 $2,088.74 $7,500.00 $5,411.26 $7,500.00 Books, Memberships, Training - PD $0.00 $250.00 $250.00 $450.00 $3,000.00 $2,550.00 $3,000.00 Capital Outlay -PD $0.00 $11,083.33 $11,083.33 $0.00 $133,000.00 $133,000.00 $133,000.00 $105,622.58 $161,621.00 $55,998.42 $726,126.02 $1,944,470.00 $1,218,343.98 $1,944,470.00 Streets Regular Salaries - Streets $5,616.00 $6,750.67 $1,134.67 $30,045.60 $81,008.00 $50,962.40 $81,008.00 Overtime - Streets $0.00 $166.67 $166.67 $658.13 $2,000.00 $1,341.87 $2,000.00 FICA Taxes $417.96 $529.25 $111.29 $2,302.20 $6,351.00 $4,048.80 $6,351.00 Retirement Contributions $1,174.86 $1,272.83 $97.97 $6,285.50 $15,274.00 $8,988.50 $15,274.00 Life and Health Insurance $249.86 $1,588.75 $1,338.89 $13,507.01 $19,065.00 $5,557.99 $19,065.00 Misc Prof Svcs - Streets $103.60 $0.00 ($103.60) $1,678.60 $7,500.00 $5,821.40 $7,500.00 Communication - Streets $90.46 $83.33 ($7.13) $211.80 $1,000.00 $788.20 $1,000.00 Electric - Streets $1,884.74 $1,666.67 ($218.07) $8,059.09 $20,000.00 $11,940.91 $20,000.00 Rental and Lease Expense $0.00 $83.33 $83.33 $0.00 $1,000.00 $1,000.00 $1,000.00 Vehicle Maintenance- Streets $0.00 $230.33 $230.33 $372.32 $2,764.00 $2,391.68 $2,764.00 Misc. Repair and Maintenance $10,292.78 $1,500.00 ($8,792.78) $27,545.02 $18,000.00 ($9,545.02) $18,000.00 Misc.Other -NPDES $1,976.50 $750.00 ($1,226.50) $4,353.00 $9,000.00 $4,647.00 $9,000.00 Operating Supplies $459.42 $416.67 ($42.75) $1,165.29 $5,000.00 $3,834.71 $5,000.00 Uniforms & Equipment $29.79 $83.00 $53.21 $57.13 $1,000.00 $942.87 $1,000.00 Road Materials and Supplies $0.00 $416.67 $416.67 $551.82 $5,000.00 $4,448.18 $5,000.00 Capital Outlay - Streets $310,348.31 $27,266.25 ($283,082.06) $704,024.65 $327,195.00 ($376,829.65) $327,195.00 $332,644.28 $42,804.42 ($289,839.86) $800,817.16 $521,157.00 ($279,660.16) $521,157.00 Legal Regular Salaries - Legal $8,800.99 $9,701.08 $900.09 $47,085.47 $116,413.00 $69,327.53 $116,413.00 FICA Taxes - Legal $673.28 $742.17 $68.89 $3,602.05 $8,906.00 $5,303.95 $8,906.00 Retirement Contributions - Legal $1,841.17 $1,994.67 $153.50 $9,850.29 $23,936.00 $14,085.71 $23,936.00 Life and Health Insurance - Legal $249.86 $1,588.75 $1,338.89 $11,031.42 $19,065.00 $8,033.58 $19,065.00 Contracted Legal Services $28,062.33 $95,833.33 $67,771.00 $203,533.75 $1,150,000.00 $946,466.25 $1,150,000.00 -a- Current Month nD Travel and Per Diem -Legal Communication - Legal Postage- Legal Printing and Binding - Legal Office Supplies - Legal Books, Membership, Training - Legal Total Sanitation Garbage Contract Services Misc. Trash Disposal Total Sanitation Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) Actual Budget Variance Actual $0.00 $58.33 $58.33 $161.77 $700.011 a_-).su.zs 3MUMv $0.00 $10.42 $10.42 $0.00 $125.00 $125.00 $125.00 $0.00 $4.17 $4.17 $0.00 $50.00 $50.00 $50.00 $0.00 $4.17 $4.17 $1,596.77 $50.00 ($1,546.77) $50.00 $228.98 $333.33 $104.35 $870.98 $4,000.00 $3,129.02 $4,000.00 $39,856.61 $110,353.75 $70,497.14 $277,732.50 $1,324,245.00 $1,046,512.50 $1,324,245.00 oil 146 s4 V 9 469 nn $1 15.41 $66.732.95 $161,544.00 $94,811.05 $161,544.00 (TJJY,JLL.10) al,YJ7.Y0 �.DJJJ,JO a.uu� .o..,..+i,i-.+...� ..., •.... --" "'-- ---- ($354,522.18) $1,459.48 ($355,981.66) $2,241,744.01 $0.00 $2,241,744.01 $0.00 -9- Revenues Water Sales Water Sales Total Water Sales Reserve Fees Reserves Fees Total Reserve Fees Interest Interest On Investment Other Impact Fees -Physical Envimnm Water Fund Balance Transfer In Backflow Preventer Test - Revenue Backflow Preventer Test Sale Total Total Revenues Expenditures Water Purchased Water Purchased - Commodity Water - Capacity Water Purchased -Meter Charge Backflow Preventer Testing Total Water Purchased Other Expenses Regular Salaries - Water Overtime - Water FICA Taxes Town of Gulf Stream Income Statement Water Fund as of February 28, 2021 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget ($4,350.06) $87,500.00 ($91,850.06) $298,262.20 $1,050,000.00 ($751,737.80) $1,050,000.00 ($4,350.06) $87,500.00 ($91,850.06) $298,262.20 $1,050,000.00 ($751,737.80) $1,050,000.00 $0.00 $11,250.00 ($11,250.00) $45,509.40 $135,000.00 ($89,490.60) $135,000.00 $0.00 $11,250.00 ($11,250.00) $45,509.40 $135,000.00 ($89,490.60) $135,000.00 $1,564.08 $416.67 $1,147.41 $10,090.67 $5,000.00 $5,090.67 $5,000.00 $1,564.08 $416.67 $1,147.41 $10,090.67 $5,000.00 $5,090.67 $5,000.00 $0.00 $0.00 $0.00 $1,590.00 $0.00 $1,590.00 $0.00 $0.00 $14,250.00 ($14,250.00) $0.00 $171,000.00 ($171,000.00) $171,000.00 $0.00 $14,250.00 ($14,250.00) $1,590.00 $171,000.00 ($169,410.00) $171,000.00 $37,217.88 $53,541.67 $16,323.79 $179,395.79 $642,500.00 $463,104.21 $642,500.00 $2,022.05 $2,500.00 $477.95 $8,639.54 $30,000.00 $21,360.46 $30,000.00 $7.36 $8.33 $0.97 $31.37 $100.00 $68.63 $100.00 $0.00 $500.00 $500.00 $0.00 $6,000.00 $6,000.00 $6,000.00 739,247.29 $56,550.00 $17,302.71 $188,066.70 $678,600.00 $490,533.30 $678,600.00 $4,070.17 $4,576.08 $505.91 $21,775.45 $54,913.00 $33,137.55 $54,913.00 $0.00 $416.00 $416.00 $238.49 $5,000.00 $4,761.51 $5,000.00 $311.38 $382.00 $70.62 $1,684.12 $4,584.00 $2,899.88 $4,584.00 Town of Gulf Stream Income Statement Water Fund as of February 28, 2021 Current Month YTU Actual Budget Variance Actual Budget Variance 2021 Budget Retirement Contributions $851.48 $922.50 $71.02 $4,555.43 $11,070.00 $6,514.57 $11,070.00 Life and Health Insurance $90.77 $1,588.75 $1,497.98 $9,324.76 $19,065.00 $9,740.24 $19,065.00 GIS/Mapping $0.00 $416.67 $416.67 $3,600.00 $5,000.00 $1,400.00 $5,000.00 Water Sampling & Testing $105.00 $666.00 $561.00 $1,005.00 $8,000.00 $6,995.00 $8,000.00 Repair Services $0.00 $1,125.42 $1,125.42 $3,966.97 $13,505.00 $9,538.03 $13,505.00 Software Maintenance Contract $0.00 $875.00 $875.00 $1,385.21 $10,500.00 $9,114.79 $10,500.00 Communication $18.48 $83.33 $64.85 $171.85 $1,000.00 $828.15 $1,000.00 Postage $0.00 $83.00 $83.00 $212.00 $1,000.00 $788.00 $1,000.00 Electric - Chlorinator $17.22 $107.08 $89.86 $77.39 $1,285.00 $1,207.61 $1,285.00 Rental and Lease Expense $0.00 $166.67 $166.67 $0.00 $2,000.00 $2,000.00 $2,000.00 Insurance - General Liability $0.00 $3,916.67 $3,916.67 $47,000.00 $47,000.00 $0.00 $47,000.00 Vehicle Maintenance -Water $0.00 $166.67 $166.67 $349.66 $2,000.00 $1,650.34 $2,000.00 Printing and Binding $0.00 $16.67 $16.67 $0.00 $200.00 $200.00 $200.00 Provision for Bad Debt $0.00 $0.00 $0.00 $0.00 $2,000.00 $2,000.00 $2,000.00 Misc. Operating Supplies $355.85 $916.67 $560.82 $4,122.31 $11,000.00 $6,877.69 $11,000.00 General Office Supplies $0.00 $41.67 $41.67 $0.00 $500.00 $500.00 $500.00 Uniforms & Equipment $29.79 $83.33 $53.54 $57.13 $1,000.00 $942.87 $1,000.00 Books, Membership, Training -Water $50.00 $83.33 $33.33 $50.00 $1,000.00 $950.00 $1,000.00 Depreciation Expense $0.00 $5,833.00 $5,833.00 $0.00 $70,000.00 $70,000.00 $70,000.00 Renewal & Replacement Expense $0.00 $1,333.00 $1,333.00 ($965.00) $16,000.00 $16,965.00 $16,000.00 Capital Outlay- Water $157,911.29 $33,398.17 ($124,513.12) $481,880.15 $400,778.00 ($81,102.15) $400,778.00 Total Other Expenses $163,811.43 $57,197.68 ($106,613.75) $580,490.92 $688,400.00 $107,909.08 $688,400.00 Total Expenditures $203,058.72 $113,747.68 ($89,311.04) $768,557.62 $1,367,000.00 $598,442.38 $1,367,000.00 Net Revenue (Deficit) ($205,844.70) $168.99 ($206,013.69) ($413,105.35) $0.00 ($413,105.35) $0.00 NET SURPLUS/(DEFICIT) ($205,844.70) $168.99 ($206,013.69) ($413,105.35) $0.00 ($413,105.35) $0.00 -11- Town of Gulf Stream Income Statement Undergrounding Fund as of February 28, 2021 Current Month YTD Actual Actual Revenues Non -Ad Velorem Taxes Ad Valorem Taxes - Current $0.00 $0.00 Early Payment Discount -Ad Valo $0.00 $0.00 NAV Taxes - Fees $0.00 $81.30 Total Non- Ad Velorem Taxes $0.00 $81.30 Interest Interest On Investment $4.65 $119.13 $4.65 $119.13 Other Assessment Revenues $20,193.93 $283,741.47 Interest On Investment $4.65 $119.13 Interest Revenue on Assessment $0.00 $405.04 Admin Fee Revenue $0.00 $0.00 Refund Prior Yr Expenditure $0.00 $0.00 Miscellaneous Revenue $0.00 $0.00 $20,198.58 $284,265.64 Total Revenues $20,203.23 $284,466.07 Expenditures All Expenses GIS/Mapping $0.00 $0.00 Engineering Fees $0.00 $0.00 Prof Svcs - Design Survey Work $0.00 $0.00 Prof Svcs - Project Management $0.00 $0.00 Prof Svcs - Const Survey Work $0.00 $0.00 Prof Svcs - Project Admin $0.00 $1,800.00 Prof Svcs - Assessment Consult $0.00 $0.00 Accounting and Auditing Fees- UG $0.00 $30.00 Cont Svcs - FPL Fees $0.00 $0.00 Cont Svcs - Street Light Syste $0.00 $0.00 Cont Svcs - UG Construction $0.00 $1,200.00 -12- Town of Gulf Stream Income Statement Undergrounding Fund as of February 28, 2021 Current Month Actual Cont Svcs - Pre Const Landscap Cont Svcs - Post Const Landsca Cont Svcs - AT&T Fees Cent Svcs - Comcast Fees Legal Advertisement & Other Discount County Admin Fee Misc. Expenses Debt Service - Principal Debt Service - Interest Total Other Expenses Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) $0.00 $0.00 $0.00 $0.00 $0.00 $452.16 $197.42 $0.00 $0.00 $0.00 $649.58 $649.58 $19,553.65 YTD Actual $0.00 $0.00 $0.00 $0.00 $0.00 $9,413.76 $979.54 $0.00 $252,917.09 $16,239.84 $282,580.23 $282,580.23 $1,885.84 $19,553.65 $1,885.84 -13- Town of Gulf Stream Income Statement Penny Sales Tax Fund as of February 28, 2021 YTD Actual Budget FY 2021 Budget Variance Revenues Discretionary Infrastructure Tax $25,237.85 $50,000.00 $50,000.00 ($24,762.15) Interest On Investment $426.12 $800.00 $800.00 ($373.88) PST Balance Transfer In $0.00 $0.00 $0.00 $0.00 Total Revenues $25,663.97 $50,800.00 $50,800.00 ($25,136.03) Expenses PST Fund Contingency - Miscellaneous $0.00 $50,800.00 $50,800.00 $50,800.00 Infrastructure Capital Outlay $0.00 $0.00 $0.00 $0.00 Total Expenses $0.00 $50,800.00 $50,800.00 $50,800.00 BEGINNING FUND BALANCE NET SURPLUS/(DEFICIT) ENDING FUND BALANCE $98,564.53 $0.00 $0.00 $98,564.53 $25,663.97 $0.00 $0.00 $25,663.97 $124,228.50 $0.00 $0.00 $124,228.50 -14- r �., , nnFLA _Gulf Stream Police Department ' Activity Report From 2/1/2021 Through 2/28/2021 Activity Count ALARMS 8 ASSIST OTHER DEPARTMENT 19 BURGLARY CONVEYANCE (AUTO) 1 CIVIL 1 DIRECTED PATROL 124 DISPATCH ERROR 1 POLICE SERVICE 17 SUSPICIOUS INCIDENT 4 SUSPICIOUS VEHICLE 1 TOWN ORDINANCE VIOLATION 22 TOWN ORDINANCE VIOLATION (DOG) 1 TRAFFIC COMPLAINT 2 TRESPASS BY VEHICLE 1 TRAFFIC CONTACTS 102 *5144k � 15 I. Gulf Stream Police Department �`�'' Activity Report From 2/1/2020 Through 2/29/2020 Activity Count ALARMS 18 ANIMAL COMPLAINT 1 ASSIST OTHER DEPARTMENT 15 BURGLARY RESIDENCE (Grand Theft Motor Vehicle from the Garage) 1 DIRECTED PATROL 120 LOST PROPERTY 1 POLICE SERVICE 16 SUSPICIOUS INCIDENT 3 SUSPICIOUS VEHICLE 1 THEFT (GRAND) MOTOR VEHICLE 2 THEFT (PETIT) 1 TOWN ORDINANCE VIOLATION 6 TRAFFIC COMPLAINT 4 TRAFFIC CRASH 2 TRESPASSING 4 TRAFFIC CONTACTS 85 -NTEii10RAN DUM TO'WN OF GULF STREAM, FLORIDA OFFICE OF THE TOWN CORK RITA TAYLOR DATE: March 3, 2021 TO: Town Commissioners RE: ARPB member terms expiring The following terms on the ARPB are expiring at the end of March. These are 3 year terms. Amanda Jones, Alternate Member Robert J. Dockerty, Member Jorgette Smith, Member There are no restrictions on the number of terms a person may serve.