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HomeMy Public PortalAboutAPP 20-08Town of Gulf Stream Pre -Application Checklist: Level III 1-e U/ ,,. 70 old Sc 01�_L PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes E 0 1 N. Ocean Overlay Permit +L)Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review Demolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review o. RECEIVED -4 9. Sign Review JUN 5 2020 10 Site Plan Review, Level III Site Plan Revision own of Gulf Stream, FL. 1 Special Exception Review 13. Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) 1. Application maienais NUMBER►' APPLICATION MATERIAL OF COPIES REQUIRED Y 1 1. Completed Development Application 2. Fee of If 1p0+��+ ..� !� + 17 3. Generation Location Ma on site Plan 17 4. Site Plan 2 full size, 15 reduced to 11 x17* 17 5. Building Elevations 2 full size, 15 reduced* 17 6. Floor Plans 2 full size, 15 reduced* 17 7. Roof Plans 2 full size, 15 reduced* 8. Perspective and/or Color rendering 1 Recommended for meeting) �f 1 9. Drainage Plan if site is altered 17 10. Landscape Plan (2 full size, 15 reduced*) 1 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition 11. Se tic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive 13. DOT Landscape Permit (Al A).. 1 14. Survey 11" x 17" 15. Subdivision Plat 16. Concurrency Documents 1 17. Proof of Ownership warrant deed 1 18. Agent Affidavit 19. List of Adjacent Pro ert wners nve opes 00' (stamped addresse 20. Property owners withiOs -- .envelopes, no return as 21. Pro erty Owners Affidavit 1 Set 22. Photos of Existin Home if applicable) 1 23. Construction Traffic Management Plan: Prior to Permit 1 24. Damagge Bond: Prior to Permit be an oriqinal full �__...:.... , e �enmre.l twn rnnies shall "NU i t: vvnere mump:u --M,- •,. .,.......� __ _ - _ -. - size (24" x 36") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17". Please refer to the instruction for more detailed information. XADEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\Level 3 Pre-APel. Cklst.docx Page 1 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 20-08 Owner: Alex and Francesca Lewis Address: 530 Old School Road Agent: Richard Jones, Richard Jones Architecture Proposed Improvement: Demolition of existing structures and clear the land to permit the construction of a 5,266 sq. ft. Colonial West Indies 2 -story single family dwelling, two and one half car garage and a swimming pool. Approvals Requested: Demolition Permit: Land Clearing Permit: Special Exception: Level III Architectural/Site Plan: Gross Lot size: 16,000 sq. ft Proposed Total Floor Area: 5,293 Zoning District: RS -C Issues Considered During Review: To demolish all existing structures on the lot. To clear the land enough to build a new structure. A tree disposition list is on sheet LP -2 in the set of plans. To permit an additional 153 sq. ft. of covered open area that exceeds the maximum FAR. To permit the demolition of all existing structures, clearing the land to permit the construction of a new 5,266 sq. ft. Colonial West Indies 2 -story single family dwelling, two and a half car garage, and a swimming pool. Effective Lot Area: 15,578 Allowable: 5,140 sq. ft. First Floor Eave Height: 10'-5" Section 66-144 Standards: Regarding Level II & Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding design Standards Section 70-70 Floor area calculations Section 70-72 Special Exception: Regarding Floor Area Ratio (FAR), roof projections: Up to 300 sq. ft. of roof projections (covered, unenclosed floor areas) may exceed the maximum permissible FAR. Section 70-73 Two story structures Section 70-74 Setbacks Section 70-100 Roof and eave heights Section 70-101 Windows Section 70-187 Table of district standards ARPB File # 20-08 ARPB: June 25, 2020; TC: July 10, 2020 Page 2 Motions: Motion to recommend approval of a demolition permit for the demolition of all structures. Motion to recommend approval of a Land Clearing Permit to clear the land enough to build a new structure. Motion to recommend the approval of a Special Exception to permit an additional 153 sq. ft. of covered open area that exceeds the maximum FAR. Motion to recommend the approval of a Level III Architectural/ Site Plan based on a finding that the demolition of all existing structures, clearing the land to permit the construction of a 5,266 sq. ft. Colonial West Indies 2 -story single family dwelling, two and a half car garage, and a swimming pool meets the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2. Prior to the issuance of a building permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. ARPB Date: June 25, 2020 Action: Demolition Permit: Land Clearing Permit: Special Exception to permit additional covered open area that exceeds the maximum FAR: Level III Architectural/ Site Plan: TC Date: July 10, 2020 Action: Demolition Permit: Land Clearing Permit Special Exception to permit additional covered open area that exceeds the maximum FAR:: Level III Architectural/ Site Plan: COMMISSIONERS SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE July 17, 2020 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Mr. & Mrs. Alex Lewis 530 Old School Road Gulf Stream, Florida 33483 Dear Mr. & Mrs. Lewis: Telephone (561)276-5116 Fax (561)737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on July 10, 2020, your application for a Level 3 Architectural/Site Plan Review to permit the demolition of all existing structures, clearing the land to permit the construction of a new 5,266 sq. ft. Colornial West Indies 2 -story single family dwelling, two and a half car garage, and a swimming pool at 530 Old School Road was considered. The application was approved which included a Special Exception to permit up to an additional 153 sq. ft, of covered open area that exceeds the maximum FAR conditioned upon the following; 1) Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2) Prior to the issuance of a building permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. This approval shall expire Application, including the been applied for. Very truly yours, Rita L. Taylor ji� Town Clerk CC: Richard Jones on July 10, 2021 if a Building Permit aforementioned improvements, has not 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Rita Taylor From: Richard Jones, Architect <rich@ria rchitecture.com> Sent: Friday, July 10, 2020 10:13 AM To: Rita Taylor; Alex Lewis; Louis Vlahos; Gary Jones Subject: 530 Old School Road Attachments: rja-20-003_530_Old_School_windows revisions.pdf [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Rita, Thanks for your help with this application. Enclosed is revised front elevations showing the (3) windows above front entry reduced to 5-0". 1 like it! This will be incorporated into the building permit sets. The owner can visit city hall to pick accent color from your approved colors. Thanks again, Richard Ric.'hard Arles, AIA I Principal Richard Jones ARCHITECTURE 10 SE First Ave ( Delray Beach, FI 133444 East Atlantic Aver.ae Old cchoolSgv'-frc Office 561.274.9186 I Mobile 561.706.8706 rich (a.riarch itecture.com i www.roarchitecture.com ." - (Tease consider the environment before printing this email. o .- I morm I I M�lm I T.O. ROOF r T.O. SEMI r C❑ It Q 5 North Elevation SCALE: 1/4"=1'-0' T.O. SECOND FLOOR r ELEV: 13'-0'139 T.O. BEAM r 01 T.O WINDOWS r ELEV g=p• FINISH FLOOR r Ct V' PV Town of Gulf Stream__ TOWN OF GULF STREAM, FLORIDA r, a T00 of Gu�fi S�ce APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # 90-8 0-8 PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: ALE ASD �24yVC�Sc4 1 '". �J I.A.2. Project Address: 550 OLL') I.A.3. Project Property Legal Description: r �5 7300 k 3 P —Yoe, Iz o- D-�qcr G I.A.4. Project Description (describe in detail, including # of stories, etc.) { I.A.5. Square Footage of New Structure or Addition: Architectural style: oIo,, 41 LJcs + I.A.6. Check all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: 7, C?IH_AVp Type of Foundation: P1 I► ` B. Owner Information 1.B.1. Owner Address: 630 0'--D 5c'J''00 I.B.2. Owner Phone Number: " 9111 !) - 57(o - q 192 Fax: 1.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: I.G2. Agent Address: i d 5 E. I � r Live 17 �l 14 _5 A r_ 1 `3`3144 I.C.3. Agent Phone Number (0)) I.C.4. Agent Signature: -L 54t-21Y�i� Cell Fax Official Use Only Pre -App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page September 2004 Town of Gulf Stream— PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? ( 0aIIC...0 P-le— III.A.2. Is the project compatible with the intent of the zoning district ? Yes No Explain: III.A.3. Is the project consistent .th the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Yes No Explain: III.A.4. How are ingress and egress to the property to be provided? L%t 4 A 14V,_U-2 Ca 2=L,-Vl 4.2 JJn ee III.A.5. a. b. C. d. e. f. 9. h. How are the following utilities being provided to the property? Stormwater Drainage ?1! v d iy w� P lc�s ON S �-r-E 5 i o2A e Sanitary Sewer Is 5 Potable water S crz Irrigation Water 16M 0 4We- W& -T-.4 - Electricity Telephone � Gas Cable Television W�eit �J III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PIA PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involv area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Yes No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Ye No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exi vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Ye No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the pr' It at variance with any regulations contained in the Zoning Code? Yes No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page September 2004 Town of Gulf' B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: n IV.B.4. How is the design consistent with the AM Landscape Enhancement Project? N IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? M 0 P41� �O (��3nl.l `O IV.C.2. When are the proposed structures to be constructed? LArC Lo L Ci IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: +d a0.15 -r- 17C -%i QP,yj 201g)(ate IV.D.3. How is the removal from the project site of vegetation to be mitigated: A- VG/►�,l __ -;.2 U� IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? rL G!i A Q�GCil `d L DAIJUCA, IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 September 2004 99 This form is to be used for all development review al Architectural Review and Planning Board, Board of Adj form properly, please review the accompanying Town Development Review Form. f=ailure to complete this f< PART Il. GENERAL To be completed by all applicants. A. Project Information I.A.I. Project/Owner Name: ALEX-'Qao_ FQ cations to be heard by the Town of Gulf Stream ment and/or Town Commission. To complete the Gulf Stream Instruction Manual for Application for i properly will delay Its consideration. I.A.2. Project Address: 53-0 nL I.A.3. Project Property Legal Description:LXr (5 C I.A.4. Project Description (describe in detail, including # cf stories, etc.) _ I.A.5. Square Footage of New Structure or Addition: 5 A ` Architectural style: _0101%14 -p� LJG.S I.A.6. Check all that apply: Architectural/Site Plan Re section B) Demolition of Structures (complete s Special Exception (complete section E) Var (complete Section F) I.A.7. Proposed F.F.E: It, L'� NiA�1 T Typ B. Owner Information I.B.1. Owner Address: 630 0("'D 5c'kot I.8.2. Owner Phone Number: 5 71 I.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name:CrL� I.C.2. Agent Address: 1 t S r— l b r Ay G,. I.C.3. Agent Phone Number (O} I.C.4. Agent Signature: Official Use Only - Pre -App Date: ARPB Date: _ App Date: Recommendatioi Com Date: TC Date: Application for Development Approval, Form ADA.32000 ARPB File # PiWr North Ocean Boulevard Overlay (complete C) Land Clearing (complete section D) (complete section G) Non-residential uses of Foundation: Fax P Page 2 Town of Gulf Sl�eam E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use?Yes No Code Section: IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? �C. .J�(�dd•/ �7c cel r, a .✓ is �� %s� Sir �T 7 0� IV.E.3. Will the use cause antial injury to the value of other property in the neighborhood where it is to be located? Yes No Explain: IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? T1� ec4g1/ /'S o2 15l c;� c-x7'�ti'q IV.E.5. What landscaping and screening are provided?5e-e-, IV.E.6. D the use conform with all applicable regulations governing the District wherein it is to be located? Yes No Explain: F. Non -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. IV.F.3. For each of the following, list the number provided and their dimensions: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page September 2004 A-1 GROUND FLOOR PLAN 1 A-2 SECOND FLOOR PLAN LP -3 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA Fj vFD JUN - 5 2020 down Of Gulf Stream, FL DRAWING INDEX I CODE RESEARCH I LOCATION MAP I PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL GROUP R -1 -AA GOVERNING CODE: FBC 6th EDITION (2017), FFPC 6th EDITION (2017), NFPA 1 UFC FLORIDA 2015 EDITION, NFPA 101 LSC FLORIDA 2018 EDITION ROOF HEIGHT: 29'-2" TO ROOF RIDGE (21-0" TO MEAN ROOF HEIGHT) TYPE OF CONSTRUCTION: TYPE V UNSPRINKLERED BUILDING DESIGNED: ENCLOSED WIND SPEED: 170 MPH ULTIMATE WIND SPEED EXPOSURE: C ZONING DISTRICT: GULF STREAM CORE DISTRICT FLOOD ZONE: ZONE AE (6.00 FEET N.A.V.D.) DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C Z SEC. R301.2.1.4.3 SN ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 21'-0' 0 ASCE 7-10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5M ADDITION (2014) FLORIDA RESIDENTIAL CODE) 60 FT. (ASCE 7.10 CHAPTER 26) BUILDING DESIGNED AS E PARTIALLY ENCLOSED FX ENCLOSED OPEN E]TESTED(WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) to BASIC WAND VELOCITY PRESSURES 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WAND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WAND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS. DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS YES n NO (IF NO. INDICATE REASON) OWNER ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 r m SITE LOCATION CIVIL ENGINEER I LAND SURVEYOR ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 RICHARD JONES ■ ARCHITECTURE 10 S, E EFIRST AVENUE I SUITF. 1 DO,_ BEACH, FLORIDA 331 V' 561.27491W F 561.274.91 AA26001617 IB26001056 AA26001617 1 11326001056 COMMISSION # 20-003 DESIGNER: RJ DRAWNBY: GO/JH/RJ/RB PLAN REVIEW: RJ SUBNRTTALS'. GULFSTREAM 06.04.20 ARPB SUBMITTAL. REVISIONS LANDSCAPE PROVIDED: REQUIRED SETBACKS: FRONT SETBACK = 30'-0" FRONT SETBACK (WEST) = 34'-3" REAR SETBACK = 50'-0" REAR SETBACK (EAST) = 66'-8" SIDE SETBACKS =15'-0" SIDE SETBACK (NORTH) = 15'-0" (MIN. 30°x6 OF LOT WIDTH) SIDE SETBACK (SOUTH) = 15'-0" DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C Z SEC. R301.2.1.4.3 SN ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 21'-0' 0 ASCE 7-10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5M ADDITION (2014) FLORIDA RESIDENTIAL CODE) 60 FT. (ASCE 7.10 CHAPTER 26) BUILDING DESIGNED AS E PARTIALLY ENCLOSED FX ENCLOSED OPEN E]TESTED(WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) to BASIC WAND VELOCITY PRESSURES 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WAND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WAND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS. DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS YES n NO (IF NO. INDICATE REASON) OWNER ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 r m SITE LOCATION CIVIL ENGINEER I LAND SURVEYOR ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 RICHARD JONES ■ ARCHITECTURE 10 S, E EFIRST AVENUE I SUITF. 1 DO,_ BEACH, FLORIDA 331 V' 561.27491W F 561.274.91 AA26001617 IB26001056 AA26001617 1 11326001056 COMMISSION # 20-003 DESIGNER: RJ DRAWNBY: GO/JH/RJ/RB PLAN REVIEW: RJ SUBNRTTALS'. GULFSTREAM 06.04.20 ARPB SUBMITTAL. REVISIONS LANDSCAPE COVER MAJESTIC VIEWS SHEET 4711 CYPRESS DRIVE SOUTH BOYNTON BEACH, FL 33436 TELEPHONE: 561-752-9835 CV w z 0 �9 CHO 0L ROAD _____ _ __ 2u4r �/c ---r------------- ___LW _ _—_—_—Fdw Na W, np—_ _ P A V E D (IWTAESS COW) ELEVA IKW .10 b: +G47:G CA MH N ® CONCRETE ®�� tAO.E V _.—.—.—.—._.—.—. _cn. _._.—.—.—.— �lH M AOSRT NV. Mo.OV $' OWN. P. �I NOi O'YKR 527 +29 30 +31 W +12 CAP mlR U` +29 GAS T— +z50 / `I z4 I OI I I Q I JI +213 I GHW L/e( 27 /U' +27 CONCRETE DRIVE I QLI to 14.5' L O T 8 / BL 0 C K 3 / 370 WN _ �TA — FpID��. N FL�W,iER�SYE' "4w) 1 STORY BUILDING ',530 34.7 COVERM L1Y.O'CIE PATIO +SB IS' 136 WALL AtIH +S5 +1t CYY AN +S3 IXTtlff1E Pod. fECTf +12 +a a q COA']ETE Pop. LEO( q9 P 0 0 L COOWTE Pop. DEG( +27 +3N +309 —— — — — — T FLATTED B1gCA0 iFE+1B _. _� �''� FAUX WOOD DOCK C 0 V E (Fl VAX) CABER WT FALLS R WA �"c veo JUN 5 2020 Town of Gulf Stream, F 4 LEGEND: = CENTERLA£ NO = NAP & DISK ILB 353 Wk = WATER AfTER CO. = SANTARY SEWER CLAN OUT GEN = CONDRETE GEA RATOR PAD T.P. = CONCRETE TRAP6FORAER PAD FH = FRE HYDRANT - OVERHEAD UTILITY LINES FLOOD ZONE: AE (EL 6) COMMUNITY PANEL NO.: 125102 0981 MAP NO.: 12099CO981F SUFFIX: F EFFECTIVE DATE.. OCTOBER 5, 2017 ALL DIMENSIONS SHOWN BASED ON STANDARD U.S. FOOT THIS SURVEY MEETS THE CLOSURE OF 1 FOOT PER 10,000 FEET AS REQUIRED FOR COMMERCIAL HIGH RISK PROPERTY THIS SURVEY HASACHIEVED A MINIMUM LEVEL OF CLOSURE OF 1 FOOT IN 10,000 FEET AS REQUIRED FOR COMMERCIAL/HIGH RISK PROPERTY CLOSURE WAS ACHI£VEO BASED ON A REDUNDANCY OF MEASUREMENTS FOR VERTICAL HORIZONTAL AND ANGULAR DIMENSIONS. NO TITLE WAS REVIEWED OR SEARCH OF THE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SUBJECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UNDERGROUND FOOTER DESCRIPTION.• LOT 8 BLOCK 3, FLAT NO. 1 POLO FELDS ACCORVAG TO THC PLAT THEREOF AS RECOOED IN PLAT BODY 26, PAGE 13, AICLUSIVE, PLBLIC RECORDS 0` PALM BEACH COUNTY. FLORIDA. MAP OF BOUNDARY SURVEY SYTE ADLI%M 530 DIA Sava ROAD GUF STREMS FLOROA ,13483 PARCEL COAM?a Nb 20 -4.i -46 -O3 -Q3-003-0090 I ICREBY CERTFY THAT MS SURVEY WAS WOE ENDER MY RESPOVSME CHARGE AIC WETS ihE STAACAROS OF PRACTICE AS SET FORTH BY TAE FLORIDA BOARD O'PROFES.LONAL SGRVEYORS AID MAPPERS N CHAPTER 5✓17, RORDA ADMOSTRA TIVE CODE, PURA/ANT TO SECTION 472.017, FLORE/A STA NTES Q1). PAUL D. ENGLE wr vALD WTHDur Rc svurux A. 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MEAN. ism\m'i:iiaa Vnnni"an■rnnn"n'■N't■nn.: .:..:'a.rri.■l."■.rY.'1�r,.1I13.'d.r0.'�.Lr•.'i:.7� .-ug"n'u■il emosom M0.110 nouns 000 games 0 a son -1'i r_I'1"■�'■I -.no"runo '■l'n"oo'roo'%'n' o•uo 1 'woman AN ml:"■. �..............■..'■.■..■■■■■■A .■.. mon ■. ,AILr'. ununonunn- i -■\ DAM name NNm�l..e .'t\■ .■z.■ ..um: NUN....N � I inuor■ LOT BLOCK 3-_ - I -- • rI 1� J I Q L�� € v' CJI 8 wn I "'--'- PRC4.08EDDOCK PROPER LINE 100.OB -Li4 RAISED BULKHEAD - EFER TO CML ENGINEERING �TTED BULKHEAD LINE�4'vWLFSrvcEAND0n1E� 3P-10" OTHERS 30'-0" 39'.Y' \ COVE (PRIVATE) Site Plan Scale: 1"=10' ctr/ Y JUN 5 2020 fOwn Of Gulf SStrOam RICHARD JONES j W ■ ■ �1 a ■u ARCHITECTURE h ; 0 19.E. FIR.9T AVENUE RIRTE 102 ECRM- BEACH. FLORIDA 33444 ' 561.274.9186 1 F 351.7/4.9196 u AA26001617 1 IB26001056 w U IWW.RJARCHITECTURECOM k a r ti 3 0 U Q � U a U �C) H a LEGAL DESCRIPTION u LOT B, BLOCK 3, PLAT NO.1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED INPLATBOOK28. PAGE I3. INCLUSIVE, PUBLICRECORDSOF PALM BEACH COUNTY,FLOR(DA. ZONING • RBC FL RID L ENSURE FLOODZONE - ZONE AS(S.W NAVO) tt ADDITIONAL SITE DATA 817E LOCATION GULF STREAM CORE DISTRICT i ARCHITECTURAL STYLE COLONMWEST INDIES ,{ woAA fL LOT COVERAGE 3,,413115,578.29.55% 1{�'' PERVIOUS AREA T,43T/15,9'786G.FT•4,4.'796 AA360016171I L L H26001056 � IMPERVIOUS AREA 8,139/15,576SQ.FT•52.25% COMMISSION# 20-003 U DESIGNER: RJ SETBACKS DRAWN BY: GA/JFM/RB PLAN REVIEW: RJ BETBACIB REQUIRED PROVIDED w SUBN=ALS: FRONT SETBACK W0 39'J• GULFSTREAM 06.04.20 0 REAR SETBACK 50'4T 884P ARPB SUBMITTAL SIDE SETBACK 15'-0' (MIN. MAI OF LOT WIDTH) 15'47 p SIDE 2NO FLOOR SETBACK ADDITIONAL REQUIRED 25'4IEAST/2S8'WEST MAXIMUM HT. W TO RIDGE 29-7 R TOWN OF GULF STREAM AW GROSS LOT AREA 18.000SQ.FT./0.367ACRES EFFECTIVE LOT AR EA 15,5783O.F7./0.357ACRES FAR CALCULATION EXISTING DEMO NEW NET -� IST FLOOR LMNG aSO." 0W.FT 2,734 SQ.FT 2,734 SOFT REVISIONS: CEILING OVER IS'(DOUBLE) 09Q.FT OSQ.FT 10360.FT 183MFT 2ND FLOOR LANG 1,382/3.799.35.8% 0SO.FT 0SO." 1,308 SO." 1,30BSQFT 1 ST FLOOR COVERED OSQFT D9Q.FT 98290.FT 3826QFT t (PORCHES, OVERHANGS. 2 1� 2ND FLOOR COVERED 09p.FT 090.FT 329p.F7 828p.FT AWNINGS,TANOSCREEN aSQ.FT 08Q.FT 0SQ.FT 080." K ENCLOSURE (AT 509) GARAGE 0 SQ.FT 0 SO.FT 591, SOFT 599 SQ.FT W OUTBUILDING 0NO." 0SO.FT OSQ.FT 0SO." FLOOR AREA- PROPOSED aSO." 080." 5288 W." 5,2888Q.FT T FIRST M.=.,33 __1115 FT SITE PLAN ° OVER 20.DD0 a 20 06Q.FT U h ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION 33K OF 484 BQ FT. LOGGIA- 153 Sp.FT 15380.FT TOTAL ALLOWABLE FAR PER MANUAL W 520W,FT SPECIAL EXEMPTION OF 126 SQ FT. TOTAL HARDSCARE AREA 8,130 SOFT REQUIRED LANDSCAPE AREA (..J 8.230 SOFT (LOT �/ (LOT 89E • 40%) 111,,, 1 ACTUAL %LANOSGPE AREA 7,4378Q.PT _. �I - - _ ■::r 11.1 �����■��■� 'lt.2 ■unnunl■ ■ u■■■oi Irnl :�: ■t\'I :�:■�: III a imp I n'■:rAN ]■■ti l ■nn■■■■■ --000nlonrnoonnnoo■uonno'i ■\■■■\nnn'■\■r/t■■rr'nm n■'■ nnnou' nuuu�-i:ip■nuooun■'ouuunun�i u■uuounu■uno'■'noo■ �I E F'7 AND STRMT To HS D ARCHITECTS PLANS, SEtTIONS, DETAILS "'--'- PRC4.08EDDOCK PROPER LINE 100.OB -Li4 RAISED BULKHEAD - EFER TO CML ENGINEERING �TTED BULKHEAD LINE�4'vWLFSrvcEAND0n1E� 3P-10" OTHERS 30'-0" 39'.Y' \ COVE (PRIVATE) Site Plan Scale: 1"=10' ctr/ Y JUN 5 2020 fOwn Of Gulf SStrOam RICHARD JONES j W ■ ■ �1 a ■u ARCHITECTURE h ; 0 19.E. FIR.9T AVENUE RIRTE 102 ECRM- BEACH. FLORIDA 33444 ' 561.274.9186 1 F 351.7/4.9196 u AA26001617 1 IB26001056 w U IWW.RJARCHITECTURECOM k a r ti 3 0 U Q � U a U �C) H a LEGAL DESCRIPTION u LOT B, BLOCK 3, PLAT NO.1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED INPLATBOOK28. PAGE I3. INCLUSIVE, PUBLICRECORDSOF PALM BEACH COUNTY,FLOR(DA. ZONING • RBC FL RID L ENSURE FLOODZONE - ZONE AS(S.W NAVO) tt ADDITIONAL SITE DATA 817E LOCATION GULF STREAM CORE DISTRICT i ARCHITECTURAL STYLE COLONMWEST INDIES ,{ woAA fL LOT COVERAGE 3,,413115,578.29.55% 1{�'' PERVIOUS AREA T,43T/15,9'786G.FT•4,4.'796 AA360016171I L L H26001056 � IMPERVIOUS AREA 8,139/15,576SQ.FT•52.25% COMMISSION# 20-003 U DESIGNER: RJ SETBACKS DRAWN BY: GA/JFM/RB PLAN REVIEW: RJ BETBACIB REQUIRED PROVIDED w SUBN=ALS: FRONT SETBACK W0 39'J• GULFSTREAM 06.04.20 0 REAR SETBACK 50'4T 884P ARPB SUBMITTAL SIDE SETBACK 15'-0' (MIN. MAI OF LOT WIDTH) 15'47 p SIDE 2NO FLOOR SETBACK ADDITIONAL REQUIRED 25'4IEAST/2S8'WEST MAXIMUM HT. W TO RIDGE 29-7 R TOWN OF GULF STREAM AW GROSS LOT AREA 18.000SQ.FT./0.367ACRES EFFECTIVE LOT AR EA 15,5783O.F7./0.357ACRES FAR CALCULATION EXISTING DEMO NEW NET -� IST FLOOR LMNG aSO." 0W.FT 2,734 SQ.FT 2,734 SOFT REVISIONS: CEILING OVER IS'(DOUBLE) 09Q.FT OSQ.FT 10360.FT 183MFT 2ND FLOOR LANG 1,382/3.799.35.8% 0SO.FT 0SO." 1,308 SO." 1,30BSQFT 1 ST FLOOR COVERED OSQFT D9Q.FT 98290.FT 3826QFT t (PORCHES, OVERHANGS. 2 1� 2ND FLOOR COVERED 09p.FT 090.FT 329p.F7 828p.FT AWNINGS,TANOSCREEN aSQ.FT 08Q.FT 0SQ.FT 080." K ENCLOSURE (AT 509) GARAGE 0 SQ.FT 0 SO.FT 591, SOFT 599 SQ.FT W OUTBUILDING 0NO." 0SO.FT OSQ.FT 0SO." FLOOR AREA- PROPOSED aSO." 080." 5288 W." 5,2888Q.FT T FIRST M.=.,33 __1115 FT SITE PLAN ° OVER 20.DD0 a 20 06Q.FT U h ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION 33K OF 484 BQ FT. LOGGIA- 153 Sp.FT 15380.FT TOTAL ALLOWABLE FAR PER MANUAL W 520W,FT SPECIAL EXEMPTION OF 126 SQ FT. TOTAL HARDSCARE AREA 8,130 SOFT REQUIRED LANDSCAPE AREA (..J 8.230 SOFT (LOT �/ (LOT 89E • 40%) 111,,, 1 ACTUAL %LANOSGPE AREA 7,4378Q.PT _. H.B. — — I I I I Play Room POOL 12'8" x i3'-0' SHOWER I CLG. HT:,,' -0" C I Ia L — —__ — J CLOSET — _ _ 3• Cabana ROWER I Bath, w Golf -Cart I H.B. f I 15'-0" I OVERALL — — — — — — — — — — — — — — CHARGER mm (DEDICATED ma CIRCUITS G.C. TO CO-ORDINATE — — — —� — — H.B. I OWNER) AA26001617 I IB26001056 W W W.RJARCHITECTURE.COM I I I I I I I I Foggia I oz1ia I I I 24!-2- s CLO. HT'. 11'E j c) O " H Master Bedroom 18'-11" x Breakfast _ i I CLO, HT: 11 -S' T'3" TRAY FSI Uw 1z -r z B'3' CLG. HT: 11'-0" J m I I O M ----------- I I iISLAND I _ — _ _ _ _ Fl I LWUOD BEMIS— Fri]— — i ------ I Hers is G m a 7`7•x ax3'4 4 113 8'4'/11'3" '-i• x 19' w O Citchen I I I Dinin €ARrs LB'tiT = _ � � I FHT 11 •-0' IIEE a I �= ® I FIN. FLR, I —� ELEV. d-0" (7.0'NAV.D.) WP — — — — — — — — — I o Master Bath — — — — — — 13•-0• x 18'8" REF. VdNE _ _ L COAT CLOSET CLG. MT: -0 11'" CREF PEDESTAL NNE -STOR. Foyer TUB — — — — CLG. HT: 23•-0• -OPEN TO 2.5 -Car Garage ----+---- ABOVE 27'3•x21'117 ----1---- ^ dr CLG. HT: 11'-8" 6' III)WLJIt STORAGE UNDER (2) ELEC. CAR STAIR H.B. I II � II I II Porch 8'-0• x 8.3• CLG. HT: 11'3" tj L Courtyard / SHOWER --- ---- CLOSET Office CLG. HT: 11'-0' Ground Floor Plan SCALE. 74"=1'-0•• 13 GATE H.B. 15'-0" RICHARD JONES CHARGER mm (DEDICATED ma CIRCUITS G.C. TO CO-ORDINATE ARCHITECTURE LOCATION m' 10 DELR.FIIL9TAH, FLOR3A 3E DHLRAY HHACµ FLORIDA J3441 V M1.2U 91M 1 F 561.274.9196 OWNER) AA26001617 I IB26001056 W W W.RJARCHITECTURE.COM I I I I I I I I H.B. I II � II I II Porch 8'-0• x 8.3• CLG. HT: 11'3" tj L Courtyard / SHOWER --- ---- CLOSET Office CLG. HT: 11'-0' Ground Floor Plan SCALE. 74"=1'-0•• 13 GATE H.B. 15'-0" RICHARD JONES r mm W ma ARCHITECTURE 10 DELR.FIIL9TAH, FLOR3A 3E DHLRAY HHACµ FLORIDA J3441 V M1.2U 91M 1 F 561.274.9196 L AA26001617 I IB26001056 W W W.RJARCHITECTURE.COM c c) O H O FSI Uw Q� 00 O M � O F-' EL RIGA L[ ENSURE U N 4 202 AA26001617 I IB26001056 z ' COMMISSION N 20-003 DESIGNER: RJ DRAWNBY: G6J/IH/RJ/RB PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 06.04 20 ARPB SUBMITTAL r 1 R[VISTONS: r 1 GROUND FLOOR V PLAN A-1 Second Floor Plan p SCA E:1/4"=1'-0" �J '�6 F Roof Plan rp SCALE: 1l4"=1'-0" 4!� F— — — — — — — — — — — — — — — — — RICHARD JONES - - - - - - - - - - - -T.O.• ROOF r T 1 ■■ W U a i ARCHITECTURE ` n. 10 S.E. FIR.4T AVENUE � SURE 101 DELBAY BEACH. FLORIDA 3.1444 h V 561.274,9186 F 561.1]4.9196 V AA260016171 IB26001056 w U W W W.RJARCHITECTURE.COM G i 2 c) w H o O� p� U Q� Oo Front Elevation SCALE: 1/C=V- ' \ 1 i M 4 T.O. ROOF u ELEV: 29'-2" a FLO LICENSURE � o' !� a� T.O. BEAM ELEV: 22'-0" _ T.O. WINDOWS_ ORB I 6� C 200 z D AA26001617 11826001056 G C SIGN M 20-003 DESIGNER: RJ - 12 DRAWN BY: 0 ,i/JB/RI/RB 5 W PLAN REVIEW: RI w T.O. SECOND FLOOR ELEV: 13'-0" SUBMITTALS: Li dam ll Q GULFSIREAM 06.0420 � Y J ARPB SUBMITTAL O a Z T.O. DOORS ELEV: 9'-0" �-JLo w o -- ® ® j2 LVISIf)NS 2 -17- LL - b o FINISH FLOOR t t r t ELEV: 5, a n K F J K B P LE z Rear Elevation ® ► RECEIVED SCALE: `z a ELEVATION NOTES A INTERGRA9' MEDIUM GRAY CEMENT TILE VJIMITERED EDGES AND RIDGES J I LIGHT FIXTURE wn of If S- tELEVATIONS a B SMOOTH STUCCO FINISH AT RAISED BASE K 7 OVER 4' SMOOTH STUCCO BAND AT VANDOW AND DOOR HEAD AND BILL 1 h C DECOARATNE OUTLOOKERS L S' X W CONCRETE COLUMN WITH CHAMFERED 1' PROUD BASE WITH SMOOTH STUCCO FINISH u DSIMULATED BOARD AND BATTEN SIDING (STUCCO) M DECORATNE ALUMINUM RAILING '^I E 2" SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL N 12 x 17 MASONRY PIER HATH CHAMFERED V PROUD BASE WITH SMOOTH STUCCO FINISH F SIMULATED IAP SIDING (STUCCO) P ALUMINUM GATES A-4 n G I DECORATIVE ALUMINUM SHAKER STYLE SHUTTERS O❑ ALUMINUM ARBOR °c H FLUSH PANEL METAL DOOR w/AZEKTRIM (PAINTED) R L 12 5 E B J F-4-1 M BUILDING COLORS BUILDING COLOR - SHERWIN VALUAMS 7005 PURE MITE OUTLOOKERS/FASCIA/SOFFITSMANDING/TRIM-SHERWIN WILLIAMS 7005 PURE WHITE FRONT DOOR / GARAGE DOOR - BENJAMIN MOORE HC 147 VJOODLANM BLUE SHUTTER/RAILING/GATE COLOR -BENJAMIN MOORE HC 147 WOODLAWN BLUE EXTERIOR WINDOWS AND DOOR -BRONZE ROOF -MEDIUM GRAY CEMENT TILE F I L TO. RIDGE East Elevation SCALE: 1/4"=1'-0" T.O. RIDGE West Elevation X G JUN 5 2020 ALE: 114' =1 -0" Town of ELEVATION NOTES ILE W MITERED EDGES AND RIDGES TURE GSE 4" SMOOTH STUCCO BAND AT WINDOWAND DOOR HEAD AND SILL NCRETE COLUMN WITH CHAMFERED V PROUD BASE WITH SMOOTH STUCCO FINISH V.LL'xVWRNAol�M G (STUCCO) IVEALUMINUM RAILING OF TERRACE WALL MASONRY PIER WITH CHAMFERED V PROUD BASE WITH SMOOTH STUCCO FINISH M GATES .E SHUTTERS Q ALUMINUM ARBOR 41M (PAINTED) +1.89 ! 1K85 N. T. S. O L D S C H O O L R O -A D MATCH EXIST EL = 31.75 MATCH EXIST INSTALL EL = d:1.5-1.7 .1 .70 +,J2 NEW L.S.. - ATCH®CATCH BASIN ® BASIN PROPERTY LINE Pc o. 236sf' x 6' d . ASECTION SWALE Z 1 i PLAN PAGE DETAIL PAGE z M3.00 3.00 16.5 PROPOSED ELEVATION ��- DIRECTION OF FLOW +3.2 AP OVER LP +2.9 _ 2.5 f +3.0 +3.2 .0. ((( EXISTING ELEVATION Z GAS TANK 3.00 DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE 3.00 LANDSCAPE PLANS FOR PATTERN 2.4 3.00 3.00 I 345sf x 6"d 2'So LANDSCAPE PLANS FOR DETAILS SWALE 3.00 �325\ I 3.60 I SANITARY SEWER CLEANOUT +z f \ I I 4.00 .00 4 RETAINING WALL / BY OTHERS J TOP EL = 5.0 POOL DECK GRADING & DRAINAGE BY OTHERS CONCEPTUAL SHOWN EL = 33.5 a 1,047sfIALE4 6"d 2.5 CAR GARAGE +328 FF EL = 7.0' NAVD L 0 T 8 B L 0 C K 3 ALOGGIA A ssRAw 6.506 6. .50 00 6.00 5.50 DECORATIVE PLANTERS OVERCMUPIERS-REFER 5.00 s N TO LA DWG 1.\ +3.5 5.40 5.00 +3.2 ^^ TRENCH/DECO JAL I��I I DRAIN BY OTHERS L= 3. -RIM E4 +2.7 +3.24 - 2. ------------ NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS EXIST BULKHEAD TO BE RAISED 24" - BY OTHERS W +1.53 1213.42' - IN WATER !I VALVE ...�.F. + - T - +2.9LOCATE IAND CONNECt TO EXIST FM 1 3.00 1280 : 6"d SWALEI 2.5 I I i 0 I NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER PATTERNS I I I I 3.50 I RETAINING WALL I BY OTHERS 1111I TOP EL = 4.0 4.00 TWO 6" >TEPS BY OTHERS LL SEE ARCHITEd-FURAL PLANS I I 5.00 I I iQo� � r7 OmI Y n o� U OO o JJ N � I H +3.8 111 l I I 6" POP UP EMIITER RIM EL 2.5 Y4' RETAINING WALL BY OTHERS 1 TOP EL = 5.0 1,124sf 1x 6"d SWALE I I I I I I I +3.09 I 11 5.00 I ITER BIILKH UN '8 ---�-------__-_- X2.8 I I � C 0 V E \ \ (PRIVATE) 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. Site LOCATION MAP N N. T. S. z LEGEND: P PROPERTY LINE ASECTION IDENTIFIER Z 1 i PLAN PAGE DETAIL PAGE z v 16.5 PROPOSED ELEVATION ��- DIRECTION OF FLOW ILL. f EXISTING ELEVATION Z �A"I 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 D4 EXISTING GATE VALVE C.O. SANITARY SEWER CLEANOUT DRAINAGE CALCULATIONS SINGLE FAMILY RESIDENCE - 530 OLD SCHOOL RD- Job #20024 WATER QUAUnYVOLUME: BASED ON FAC. CHAPTER62-302 8 SFWMD BASIS OF REVIEW GIVEN, TOTAL SITE AREA .. sf (Rpt-kh--) ROOF AREA 420 sf WATER SURFACE AREA 0 0 PERMEABLE PAVER AREA C sf WATER OUAUTY SITE AREA 11230 sf C-1 sae-vetasurtace. mora) WATER QUALITY IMPERVIOUS AREA 4.'0 sf I. 50% PERMEABLE PAVER CREDIT o sf WATER QUALITY PERVIOUS AREA 6920 sf Iw.a. saa A,..-maamowl WATER QUALITY % IMPERVIOUS 38.4 % (mRaMo=r w.G. saa A,mJ REQUIRED STORAGE VOLUME: WET DETENTION VOLUME - 1"OVER TOTAL SITE AREA OR 2.5" OVER I MPERVIOUS AREA (IF SITE IS OVER 40% IMPERVIOUS, USE 2.5. OVER IMPERVIOUS) • COMPUTE 1" OVER TOTAL SITE AREA: fin' 15500 = 1292 cf • COMPUTE 2.S' OVER % IMPERVIOUS AREA: 2. Sin' 0.38' 15500 = 1239 cf PER SFWMD SWERP APPLICANTS HANDBOOK VOLUME II, 4.2.1 PROVIDE 50% STORAGE FOR RETENTION WATER QUALITY VOLUME= 1292 0.5 = 646 cf REQUIRED VOLUME: V = 64fi cf = 0.18 Ac -In PROVIDED VOLUME: v =F 72� = 0.20 Ac -In A._ _11 0- RFCFIVE®, JUN 5 2020 Town of Gulf Stream, FL SCALE: 1" = 10' ° CALL 48 HOURS BEFORE YOU DIG. -5 0 10 20 IT'S THE LAW 5 5 1-800-432-4770 ® Know what's below. COPYRIGHT 2020 BY FNVIROASSOCIATES, INC. MS DRAWING INC IS PRONGED FOR INFORMAl10NAL PURPOSES ONLY, Cal before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. ENI -ESS REED ANDSEhIl E&ED RBY ODA RE STEREDAPROFE SON& 6 S 04 o� N� M -I 0. wU olx �Z rxo �w o� L. Q `r W � � E- 0 W U a LC> CS' z F � a aI oA O e�^ C U O1N a of x �N,4 o10e z'0 °O> who >mdQo Uj zo a>o z z W0,� I wU�n o� aLL w �.. w N � z � a z w DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. U -ENG NO.OF 3 I PAVING, GRADING AND DRAINAGE NOTES I 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE FDOT LATEST STANDARDS. 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE SHALL BE 12 INCHES THICK COMPACTED TO 987 ACCORDING TO AASHTO T-180. ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST METHOD "C" OF AASHTO T-180 SPECIFICATIONS. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40% CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL. 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 987 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH, GRANULAR MATERIAL. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. B. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FDOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE ENGINEER. 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION 334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS. 12, ALL CONCRETE SHALL DEVELOP 2500 p. i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p.SJ. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC DEPARTMENT TYPICAL T -P-17, WHERE APPLICABLE. 14, SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION AND COMPACTION OF THE SUBGRADE. 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE APPLICABLE. 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. 17. GRADES SHOWN ARE FINISHED GRADES. 18. EXISTING ROAD CROWN ELEVATION EL. 1.84' N.A.V.D. 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS OF CLASS III OF ASTM C-76 AND WITH THE FDOT SPECIFICATIONS, LATEST EDITION. THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 22, PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DEENERGIZING OF POWER LNES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 7.0' (WHICH IS ABOVE THE 100 -YEAR FREQUENCY STORM). 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING NTH ALL PERMIT(S) CONDITIONS. 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 10. ALL CONCRETE SHALL DEVELOP 2500 p. i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 P.J. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. 11, ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE GENERAL PUBLIC. 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE WITH SEC. 8.24.E.5A 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. 17. ALL UMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED PERMITS. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT DESIGN STANDARDS (LATEST ED.) 21. SITE INFORMATION BASED ON A SURVEY PREPARED BY: O'BRIEN, SLITER', & O'BRIEN y SAWCUT FINISHED (TYP.) SURFACE JOINT SURFACE REFER TO PAVEMENT 12" DITCH 12'11 REPLACEMENT BASE JOINT DETAIL RT 7.1 (W) -SEE TYPICAL BACKFILL DETAIL GU 2.1 FOR COMPACTION DIA. VARIES REQUIREMENTS. PAVEMENT REPAIR DETAIL GU 1.1 VARIES �1•_0• 1•_O"- UNDER ONE FULL WIDTH OF BRICK SAND BEDDING 1. REPLACEMENT BASE TO BE AT MIN. 4. ALL DISTURBED PAVEMENT MARKINGS 12' THICK. SHALL BE RESTORED IN ACCORDANCE WITH CITY STANDARDS. 2,1. BASE MATERIAL SHALL BE PLACED IN TWO UFTS AND EACH UFT 5. SURFACE MATERIAL SHALL BE F.D.O.T. COMPACTED TO 98% MAXIMUM TYPE S -I OR S -III ASPHALTIC CONIC. DENSITY PER AASHTO T-180 (MAX. (MIN. THICKNESS 1 1/2'). LIFT THICKNESS = 6'). 2b. 12' EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD MIN. 100 P.S.I. MAY BE USED IN UEU OF 12' BASE. PATCHED AT END OF EACH WORKING DAY TO FACIUTATE UNHINDERED E%P JOINT TRAFFIC FLOW. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. PAVEMENT REPAIR DETAIL GU 1.1 PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY EXISTING GROUND ,. 0 ); REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS(SEE NOTE 5 BELOW) 6' MAX. SIZE 18' MAX. UFT. GRANULAR BACKFILL PLACED AND COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 7/8' MAX. AGGREGATE SIZE 6" MAX. UFT. BEDDING MATERIAL COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180. 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 UMEROCK 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 BACKFILL 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 CONCRETE EMENT COLLAR PAVER SHOULD EXTEND MATCH EXISTING DRIVEWAY WIDTH UNDER ONE FULL WIDTH OF BRICK SAND BEDDING OR 12• MIN. WHICHEVER IS GREATER 24• MAX. WIDTH (2 -WAY) W - UNLESS OTHERWISE •II SNOWN ON PLANS JUN 51020 SCORED OR SCORED OR SAW -CUT SAW -CUT JOINTSIDEWALK 6' SIDEWAU< (CONC JOINT E%P JOINT RETE �µ6mNC OG ANSION OF PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY EXISTING GROUND ,. 0 ); REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS(SEE NOTE 5 BELOW) 6' MAX. SIZE 18' MAX. UFT. GRANULAR BACKFILL PLACED AND COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 7/8' MAX. AGGREGATE SIZE 6" MAX. UFT. BEDDING MATERIAL COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180. 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 UMEROCK 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 BACKFILL 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 CONCRETE EMENT COLLAR PAVER SHOULD EXTEND UNDER ONE FULL WIDTH OF BRICK SAND BEDDING 12' COMPACTED SUBGRADE 4' UMEROCK BASE COMPACTED TO 98% PER TO 98% PER AASHTO T-180 OUTSIDE RIGHT OF WAY. AASHTO T-180 6' UMERQCK BASE COMPACTED TO 98% PER AASHTO T-180 INSIDE RIGHT OF WAY. 4' FLOW -ABLE FILL (100 P.S.I. MIN.) SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2f1 JUN 51020 !own of Guff Stream, FL CALL 48 HOURS BEFORE YOU DIG. U. • IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's bPIOW.® COPYRIGHT 2020 BY ENVIRODESIGN ASSOCIATES. INC. J THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. you dig. Call before UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL y g ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC. m� Y � U 00 J m TEMPORARY- INLET PROTECTION (TYP) _ -r _0 -L_D ATCH BASIN C H 0 L R 0_A D _ CONSTRUCTION E tGASTANK LOCATION TO BE CONTRACTOR AS NEEDED it TEMPORARY SILT -FENCING (TYPICAL) TEMPORARY SILT — FENCING (TYPICAL) L 0 T 8 B L O C K 3 FE -:1 71 WVALVEATER II - I )213.42' _ [.➢ BACKFILL AFTER INSTALLATION OF NLET FILTER INLET FILTER INSTALLATION W1IHOUT FRAME AND GRATE WIRE SUPPORT - MOULD 6X6", 5/5 GA. 49 //100 SO. FT. WELD N1RE SUPPORT. EXTEND 6' MIN. AT SIDES NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. TER FABRIC AND GRATE A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH. APPROXIMATELY 36 INCHES IN WIDTH. AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WALL REACH THE SEDIMENT TRAP NA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED MEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 STEEL EXTRA STRENGTH FILTER FABRIC WOOD NEEDED WITHOUT WIRE MESH SUPPORT - FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS FLOW IO FT. MAX. SPACING WITH PARE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM) 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. ATRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. S. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 WI INCH (25 MM) LONG. TIE RES. OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGIM FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND B INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REOUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FDOT AGGREGATE N0.1). AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C I. NE INTENT OF EROSION CONTROL MEASURES INDICATED GRAPNkALLY ON PLANS M TO PRONDE A BARRIER TO COMAN SILT AND SEDIMENT ON THE PROJECT SITE THIS REPREBENTABON IS M WDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE TEST OF EROSION CONTROL ETECTIVENESS IS NOT M BE DETERWHO BY ADHERENCE TO THE BEDRESENT SET PORN ON TIE DRAWNGS AND SPECIFICATIONS. BUT BY MEETING TIE PEMLATOHS SET POPTl BY THE AUTHORITY HAYING JU—TON OVER WATER WAUTY —M AND OTHER SEDIMENTATION RESTRICTION REWIRNMTS IN THE REGION. 2, APPROYED EROSION AND SERI—T CMTRW MEASURES SHALL BE INSTAULD PPIOR M ANY CLEARING GRABING. EXCAVATION. FILLING. OR OTHER LAND DISTURBANCE ACTIMTIES, EXCEPT NOSE OPERATIONS NEEDED TO INSTAII SUCH MEASURES 3 INWECTON OF ALL EROSION CONTROL MEASURES SHALL BE CONDUCTED WEEKLY. OR AFTER EACH RAINFALL EVENT. REPMR, AND/M REPLACEMENT OF SUCH MEASURES SHALL BE MAGE PROMPTY. AS NEEDED. 4 NEEP DUST MAIN TOLERABLE UNITS BY SPRINKUNG OR OTHER ACCEPTABLE MENUS. 5. ADDITIONAL EROSION AND SEDMENT CONTROL MEASURES MAY BE REWNED IF DEENEU NECESSARY BY ONSITE INSPEOTON. * FAIWRE TO PROPERLY INSTAL AND MAINTAIN EROSION CONTROL PRACTCES "RESULT IN CONSTRUCTION BEING HALTED, 7. DRANACE INLETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER FILET PROECTION DETAIL B. ANY ACCESS ROUTES TO SITE SHALL BE BASED WN CRUSHED STONE WHERE PRACTICAL 9. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COYIIR IS ESTABLISHED. 10 WHEN— FEASIBLE. NATURAL VMETATON SHALL BE RETAINED ANO PROTECTED. 11, ALL WORN IS M BE IN COMPLIANCE WIN THE RULES AND REWLATONS SET POPN BY THE STATE W FLORIDA, DEPARTMENT X ENWROEMENTAL PROTECTION AND THE CITY OF DIB -PAY BEACH. 12. BARGEE FRBM EWATER IG OPERATIONS SHALL BE RETAINBB ONSITE IN A �ONTAN.0,1 AREA. EROSION CONTROL NOTES DETAIL D9.1 FENCE POST — (WOOD OR STEEL) FABRIC - RU'OFF DIG MBE k 4" TRENCH,CH.BURY BOTTOM U 8" FABRIC, AND ANCHOR W CTED BACKFILL MATERIAL SILT FENCE SECTION NOT TO SCALE lior- PLACE THE END POST OF ME SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 RECOVED q JUN 5 2020 own of Gulf Stream, FL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 0 S �4 �w i? o� a 0 w z z� ori �Z(4O 1.4 W W O Gz4 9 Q O azn x� z� E �O� Qr� F/ ~ O W (n F z F am Ma U) oncv U C o 12 NULL OLa zom 0; W '50. N + z <o W Q I o o >, W I U N n � U. U ai �o_MD W �.. Z 0 a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. 20024 -ENG SHEET NO. 3 OF 3 SCALE: 1" = 10' 15. _s 10 zD 5 16 {{.� © COPYRIGHT 2020 BY ENVIRODESIGN ASSOCIATES. INC. Know Whd(S UQIOW. THIS DRAWING IS PROMDm FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL J Cal before before you dig. ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. 0 S �4 �w i? o� a 0 w z z� ori �Z(4O 1.4 W W O Gz4 9 Q O azn x� z� E �O� Qr� F/ ~ O W (n F z F am Ma U) oncv U C o 12 NULL OLa zom 0; W '50. N + z <o W Q I o o >, W I U N n � U. U ai �o_MD W �.. Z 0 a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. 20024 -ENG SHEET NO. 3 OF 3 TI E F I',, rl Pn-:- I IJ0 IIID H FEL SERI 1 -4- rOlIL F �. P 1F RELI PFIIERN, - P of a F4No HASE II! HFwSh I,IF C 1 EF Pi � AJF A LEC 1E'. III K! I cIF��FHL" 1 JIFI MEFI.. FI III 'F,.T 1'I F HF', IFI i H, [,F E FHL kL •I J� h F IFF 1 % T,OUR II Pel LL_E. L -ALL TI I- - Y& rF V II I4F 11F IF I -F. FF FTFF I FF 'F -All .111 •T' I I FE 1 OF, I H IF 1 E^IV 11 Fp DESIGN DETAIL A -A' SCALE: 1/4"= 1 '-0" LOT 9 BLOCK 3 By +PDOLQMAIEB T . HIDHeucKpwx RAISED BULKHEAD- REFER TO CML ENGINEERING RATTED BULIO,EAD LINE - ;Zs awl t�to3 (�o VVVu0 ItItND CI L�O W N o Z IIi"TH ARROW 0 J LL a Lu m< UW � OLD SCHOOL ROAD Z LL O`} 00.00' RIGHT OF WAY --.--.. J / GRAPHIC SCALE (1 IN = 10 FT.) D N m QLL J BASz Lu N ® r'L..� �BASOQ POLE WATER C.O. _ VALVE � O LL P PERTY LINE ,00-00' -- -- 'FRI ui T.P. V ;III -Ay �$I �8 Q PAVERS -REFER TO LANDS � U x GME !j MCHIT-WAYWG RIVEWAY w 3 DT 50'-0' REQUIRED FRONT SETBACK O'-0'REQUIRED FRONT ET 0/1/, 0 Y/ E b m OFFICE FF%XfllT C �R T71�_ N\ 0 E Wt� 2.5 CAR GARAGE I u �O UOa Q ._... .. __ . � CMT ACCESS: ^ y� m � m^D _-� I T gg FOYER L5f /� — W ryI1 GATE y m O t L4191 -LJ I KRCHEN u� GO Q °� LOT7 jonip 777 GG LAu R O I BLOCKS ;N O ___ 1 wNTRr HISS �NERS GREATROOM DINING L J\ (ALu `JW �hrc CABANA b Cy N m r O�c r .a NAvo iUL_ Dp,�E�Es,�..� 1 I a � IA MASTERBEOROOM - —_ PLAT ROOM POOL ROH BrABIESDT�i V SBANE .LOGGIA HOWER $ m 65 NAVD � �IIY El � 'p^ ffi �' I R p plE FlNl9x wB /�i� R/58 0: A89HOHNW DEDOM ONNE� '-0REc DREAR SETBACK „ PDOI REFER TC Ell "�);) C C Ryl�oL w�.s,zm-coxc I1aLLlE1£CF �SRNPOTIFAN. F IGN BY OwNFA. �_– W REQUIRED REM SETBACK h W pH awe PEDESTAL�IBIUDDD FIN PROPOSED DOCK "$, ]VO By NNDW 39 . COVE OMfi� (PRIVATE) SITE LAYOUT PLAN SCALE: 1"=10'—O" LOUIS IL1AS VLAHOS LANDSCAPE ARCHITE ■ REV. NO. I DATE ■ JOB NO: DRAWN BY: LIV DATE:05.22.20 SCALE: 1" = 10, SHEET N0. HP -1 "�);) C C PROPOSED DOCK "$, ]VO By NNDW 39 . COVE OMfi� (PRIVATE) SITE LAYOUT PLAN SCALE: 1"=10'—O" LOUIS IL1AS VLAHOS LANDSCAPE ARCHITE ■ REV. NO. I DATE ■ JOB NO: DRAWN BY: LIV DATE:05.22.20 SCALE: 1" = 10, SHEET N0. HP -1 "�);) p AATIVEI+ANrEBe. oxrHx;H sego ��� p m C Ryl�oL w�.s,zm-coxc I1aLLlE1£CF �SRNPOTIFAN. F IGN BY OwNFA. �_– W REQUIRED REM SETBACK h W pH awe PEDESTAL�IBIUDDD FIN DE- U. I.nE0. BYOixFn9 RECESSED MASONRY AND SLAB PIT. PROVIDE �pwN 8 WATERPROOFINGREMOTEPUMPANDSTRUCTURAL ARGHYDROSTATIC PRESSURES WITH PIT laF 0.01NAVD-REFERTOLANDSCAPE muwN ARCHITECTS PLANS, SECTIONS, DETAILS I I PROPOSED DOCK "$, ]VO By NNDW 39 . COVE OMfi� (PRIVATE) SITE LAYOUT PLAN SCALE: 1"=10'—O" LOUIS IL1AS VLAHOS LANDSCAPE ARCHITE ■ REV. NO. I DATE ■ JOB NO: DRAWN BY: LIV DATE:05.22.20 SCALE: 1" = 10, SHEET N0. HP -1 PLANT LIST 78 pts SINGLE FAMILY CITY OF DELRAY BEACH, FL 15576 SF (100%) KEY QUANT. PLANT NAME REMARKS TREESIPALMS PROPOSED 3715 SF (23.95%) MAN 1 Mangilere Indira/ Mango Thee 14'x8'0& S'CT, BBB, full (native) CLU 3 Clusea Guttifera/Small Leaf Clusea 12-14'OA, i2'CAL, full (hallus) IEP 2 Ilex East Palatka/East Palatka Holy 12-14 OA, Std, match, full (nathre) JAR 5 Elaeorarpus Decipens/Japanese Blueberry 900, match, 4'CT, full, relocate (drought) GAR 4 Garcinia Spicata/Garcinia Tree 45'OA, STD, match, full (drought) PHS 4 Phoenix SylvesMdSylvestris Date Palm 20'0A, 10'WD, 12'CAL, full (Very drought) FPI 4 Wodyeba Bifurcata/Foxtall Palm 17CT, 16.18'0& 8 -CAL, full (drought) FP3 2 Wodyetia Bifurcala/Foxtail Palm 1&18'OA, TRPL, full (drought) Apt 4 Archontophoenix AlexandmaMing Alexander 16'OA,SGL, full (drought) MP1 3 Veitchia Montgom.nena/Montgomery Palm INCA, SGL, full (drought) AD2 2 Vecchia Menillit/Adonidia Palm 14'OA, DBL, full (drought) FIS 9 Caryota Mitis/ Fishtail Palm 1&18'OA, mutd, full (drought) CIT 1 Citrus Orange by Owner 6.8 -OA, STD, full ACCENTS PR3 3 Phoenix RoebelleniVPygmy Date Palm 8-10'00. TRPL, full (drought) YUE 2 Yucca Elephamipes/Spineless Yucca 5'OA, 3-4 trunk, full (very drought) AGV 3 Agave AngustifoliafVariegated Agave 30' O& full (Very drought) s Elsa/Lady Pat. LP 2 Rhapht¢e 4-60A, multi, full (drought) BRI4 Bromeliad Imperialisllmperial Bromeliad 7GAL, full (drought) CAL10 Callathea Zebdna2ebra Callathea 3 GAL, 24 -OA, 30 -OC, full ALC 4 Alo-sia Celifomicus/Cafrfomia Accuse 3GAL, 24'OA, full (non -drought) SAN 79 Sansevieda Trifiscate Zeylanica 3 GAL, 24' OA, 30' OC, full (very drought) SHRUBS S GROUNDCOVERS PO4 119 Podowrpus MakVMaki Yew 3-7GAL, 3<'O& 7OC, full (vary drought) PV 51 Pittmpomm VariegatumNadegated Pittos 3 GAL, 24' OA, 24' OC, full (drought) BEG 24 Begonia Angel Wing White 3 GAL, 24' OA, 24' OC, full (non -drought) HIS 14 Hibiscus Mona Loa/White Hibiscus 3 GAL, 24' OA, 24' OC, full (non -drought) PP 112 Potlocahpus Phrigles/Owerf Podocerpus 3 GAL, 14' OA, 20' OC, full (drought) FGI 200 Ficus Microcarpa Gm Island/ Gm Island Fac 3 GAL, 14' OA, 20' OC, full (d.ught) CLN 112 Clusea Guhceca Nana/Dvrarf Clusea 3 GAL, 14' OA, 20' OC, full (native) MON 44 Ophiopogon Japonims/Mondo Gress 1 GAL, 10' OA, 12' (K, full (drought) (add black mexican pebble rock polished under) JM 114 TrachAosperma Jas Minima/Jasmins Minimal GAL, 8' OA, 10' OC, full (drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant plants indicated per Xenscape Plant Guide II LOT COVERAGE 520 OLD SCHOOL ROAD. CORE DISTRICT. TOWN OF GULFSTREAM. FL TWO STORY RESIDENCE _ RSC 78 pts TOTAL LOT AREA 15576 SF (100%) MAX. LOT COVERAGE ALLOWED 4872 SF (30%) LOT COVERAGE PROVIDED 3715 SF (23.95%) IMPERVIOUS AREA PROVIDED 8139 SF(522S%) PERVIOUS AREA PROVIDED Tat SF (47.75%) LANDSCAPE CALCULATIONS NORTH BEACH PROPERTY LANDSCAPE CODE DATA FOR MULTI STORY RESIDENTIAL STRUCTURES Fine Floor Meeh Roof Height 13'-0' (418' cl Fiahtall Mus Pel, 80 pts Second Fbor Mean Roof Height 22'-W J. TOTAL TREES PROVIDED Ridge Mee, Roof Haight 2[r Y K. TOTAL NATIVE TREES REQUIRED (H+i x.50) FRONT YARD CALCS - NORTH (want. 46' ab) L TOTAL NATIVE TREES PROVIDED TOTAL POINTS REQUIRED (910 SF/15 SF) sap. TOTAL POINTS PROVIDED 140 PIS (2) 8' d Dela Pelm so pb (1 )17 U F-1Palm 15 PN (3)am Japanese 9" Ober" 15 PIs (21 B oa Lg.IrumTreee 10 ph REAR YARD CALCS -SOUTH (within 25' ab) TOTAL POINTS REQUIRED (0 SF/l58F) Spa, TOTAL POINTS PROVIDED 165 pb (1) 17 d, Ado,idia PA. isiss (2112 d Fmdall Pelm 30 ple (1)14'os MangoTiees 20 pts (2)ad Date Pan, 90 pts SIDE YARD CALCS - WEST (within 25' ab) TOTAL POINTS REQUIRED 4780 SF110SF) 78 pts TOTAL POINTS PROVIDED 140 P. (2)14'oa Clusea Tree 40 pts 7437 SF (47.75%) (5) S d Fishtall MWtl Palm 100 Pts 1487 SF SIDE YARD CALCS - EAST (within 25' eb) 2200+ SF TOTAL POINTS REQUIRED (728 SF/1aSF) 73 p TOTAL POINTS PROVIDED 2b 40 Pte (8) 8' d Areca MUM Pat. Exist 180 pts 0 TREES (418' cl Fiahtall Mus Pel, 80 pts 6 TREES LANDSCAPE REQUIREMENTS SINGLE FAMILY -CORE DISTRICT- TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 15576 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8139 SF (52.25%) C. TOTAL PERVIOUS AREA PROVIDED (A -B) 7437 SF (47.75%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) 1487 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200+ SF F. NATIVE VEGETATION REQUIRED (Dx25) 372 SF G. NATIVE VEGETATION PROVIDED 440+ SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A 12500-H) 6 TREES J. TOTAL TREES PROVIDED 22TREES K. TOTAL NATIVE TREES REQUIRED (H+i x.50) 3 TREES L TOTAL NATIVE TREES PROVIDED 5TREES NprTH ApROW GRAPHIC SCALE (1 IN = 10 FT. J LL LuLU Q Z~ (n LL,J W Z) CL r� Q U Wof 0 0 Z cU) J 3:0 W J Wa J C4* (n LOUIS IUAS VLAHOS LA #6666677 LC X126000319 REV. N0. DATE JOB NO: DRAWN BY: UV DATE: 05.22.20 SCALE: 1' = 10' SITE LANDSCAPE PLANSHEET NO. LP -1 TREE SURVEY DATA SHEET Item# Species Common Name species Scientific Name Qty Height Spread DBH Condition Notes Disposition #1 Indian Laurel Ficus Nice 1 25'oa 20' 20" 50% In wa of new construction, raise elevation remove #2 Indian Laurel Ficus Nltida 1 266 20' 20" 30% In way of new construction, raise elevation remove #3 R Palm Ro onea Elate 1 30Yvd 15 16" 75% In Way of new construction, raise elevation remove #4 Royal Palm ea Elate 1 30'wd 16' 16" 75% In way of new construction, miss elevation remove #5 Black Olive Buckle Buceras 1 25'oa 25' 24" 75% In way of new construction, raise elevation remove #6 Ma Tree Mangifere Indica 1 14ba 12' 6' 80% In way of new construction, raise elevation remove #7 Mango Tree Mangifere Intliw 1 Woo 12' 6' 80% In way of new Construction, miss elevation remove #8 8 -Areca Palm screen Chrysalidocarpus Lutescen 8 16'oa 12' 1 12" 1 80% 1 Trim, clean and fertilize remain #9 5—Japanese Blueberry Elaeccarpus Decipens 5 BOB 4' 1 2.5" 1 90% 1 Trim, dean and fertilize relocate EXISTING TREE LEGEND # 12 1 EXISTING SPECIMEN TREES TO REMAINIPRESERVED �6//1 EXISTING TREES TO BE RELOCATED/APPRAISED EXISTING TREES TO BE REMOVED/APPRAISED All existing trees to 1. appraised by liscanaed arborist per ANSI standards. All existing trees/ palma to remain or relocate moat be Protected by approved tree banner. See tree barrier dm,1. All bees/ palms to re air or relocated must be trimmed by listened arborist per ANSI so ndanla All bees) palma to remain or relocate must be ferdllzed wl an all purpose ems release }.Ruler. DRIPUNE NO ENTRY NO STORAGE NO DRIP UNEBARRICADE OF ORANGE ENCROACHMENT •TENSOR' HIGH ..81UTY MESH - 4' HIGH FENCE AT ORP UNE USE 1 STfF1 PIPE FENCE SUPPORTS �HD YSPACCE MALI(.A5MIO.CB' DEPTH - A BARRIER SHALL BE INSTALLED MOUND THE TREES IN ORDER TO PROTECT THEN DURING CONSTRUCTION - THE BARRIER SHALL EXTEND TO ME DMPUNE. - THE SOIL "THIN THE DRIPUNE SHALL BE KEPT FREE OF BUILDING MATERIALS CLEANING OF MY EQUIPMENT "TION THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL LOT 9 BLOCK3 RAISED BULKHEAD - REFER TO CML ENGINEERING PLATTED BULKHEAD UNE - NORM ARROW OLD SCHOOL ROAD — - - 30.00' RIGHT OF WAY GRAPHIC SCALE (1 IN 10 FT.) POLE WATER o s 1. 1s m c O. _ BASIN -T-'r _ VALVE ��.INE_ _ >rl _ +FH %W.M. }bRNEWAY:j • \4 I \4,y #: DWvEWAY I _ I V�fnR UIRED FROM ETNA 7 g F= -0•REOUIREDfRONi SETBA I 1 GATE r , awEeElav OFFICE I 8'ON I io rtFyaaiE '�' I I FROM It I i TH I I POR I I rn I I El - --- _ `) Z5 GARAGE # 9 9a• 9w\I I �TACCESS I 9 II I\ II/esroRv FOYER r ---i--- r� M TMER i 1 i rf-------, KRCHEN GATE i BiW I I L I—I TRY _ ❑O O-HISi`�ERS GRTROOM---� DINING LL F I I CAMMA ------------ Ir ------1 Rs pImepE%prND—E. I I REAKF ASTER BEDROOM i PLAY ROOM POOL iSHOWER 1 z ❑ UF Mt --- 10 1 L I w wl ° SI O Owl F s 41 pamuTNE 0 0 m rel § I _ 50'-0' RECIIIRED REM SETaACK n –T-- 1Db – -- – W4 REQUIRED REAR SETBACK -------f----- — ---- —L. POOLOL DECK LAK / I I / \ I I I / I \v/ I � � I �_– I reg S'q• { I / \ 1 �I PROPOSED DOCK y I m �Ecau Pvarte 1 .oRepAw la oeoc , ppl er X \/ 1,x,1 \I i,- � 1 / COVE BE \ t`FUNATE' TREE SUR Y AND DISPOSITION PLAN LOUIS WAS VLAHOS LANDSCAPE ARCHITE C }26000319 ■ REV. NO. DATE �! JOB NO: DRAWN BY: W DATE: 05.22.20 SCALE: 1" = 10' SHEET NO. LP -2 O DO NOT WT LEADER PRUNE DAMAGED OR DEAD OO 0?WOOD IMMEDIATELY PRIOR O Ot BY PLA Q ARCHITECT 0000 Cb SEE NOTE 0o000 o DOUBLE STRAND �1N GAUGE MIRE WITH 3 4 RUBBE SE / �BD-S�DQ° pq� 0 0 C °millo 00 0 ppp O0 0 0" MULCH 3' DEEP 0 0 0, 0 0 0 0 3 PER TREE AT EQUAL SPACING. (('ilyyy/8o �o y 0 0 SEE SPECS. aD� ( ) Ngo V R p0 /C MULCH. 3' DEEP VU (/Ov BACKFILL MIX AS SPECIFIED 3' BASIN FOR WATERING. EXISTING SOIL 1/2'x2' FLUORESCENT ORANGE MARKER -SET TRUNK FOUR OR TOP ROOT V-2' ABOVE SURROUNDING FINISH GRADE. UNIE BURLAP 1/3 FROM BASE OF TRUNK/BALL TRIM 1 FROM CRONN, WIRE BASKET$ REMOVE i/2 OM TOP OF BALL AND ALL SYNTHETIC BURLAP YO BE REk10VID COMPLETELY Vx2'z2' STAKE. TOP TO BE Y MIN BELOW FINISH GRADE BACKFILL MOH PLANTING SOIL NOTE SET RDQTBALL ON UNDISTURBED SOIL TTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH W ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE WITHOUT 'TREE SUPPORTS TO BE REMOVED IN 8 MONTHS FOR WILL VARY ACCORDING SPECIES AND HABITAT GROWTH SO THAT NATURE PUNTS WILL NOT TREES AND 12 MONTHS FOR PALMS E OVER LAP TO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. W LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL 0(1 MAP 0 00 0 80 0 00 6 PROTECT TREE WITH 3146 DBL STRAND NO.12 GALVANIZED (Y RUBBER HOSE WY N1RE (MIN. 3 PER TREE) DEEP LAYER OF RED FLAGGING TAPE 0 APPROVED MULCH PLANT MATERIAL SHALL NOT BE 3' DEEP DYER PAFIENREDP PRIOR HAVI SBEEN TALLATION. ED. ON BRACE BACKFILL WITH PLANTING SOIL APPROVED MULCH r�.0 OQO 0 EACH PLANT SHALL BE PRUNED 0 0" B 0� FOR UNIFORMITY. 2'z4"XB'-0" STAKES BACKFILL NTH PLANTING 0 SET TRUNK FLAIR OR TOP ROOT 0'-i' ABOVE (3 PER TREE) SOIL BERM FOR WATERING BASIN SURROUNDING FINISH GRADE. - 1 - - - SOIL BERM FOR STARES TO BE 18' GRANULAR FILL BELOW PIT IN EXISTING MATERIAL OR GRANULAR Fl BASIN MATERIAL OR I -f SUBGRADE EXISTING GRADE EXISTING GRADE - UNEXCAVATED 2x ROOTBALL SIZE FOR SUPPORT -SET TRUNK FLAIR OR TOP ROOT 0' -2 - AS SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK/BALL -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1/3 FROM 'R.. MIRE BASKETS REMOVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TREES AND 12 MONTHS FOR PALMS TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL -SET TRUNK FOUR OR TOP ROOT 0'-Y ABOVE SURROUNDING FINISH GRADE. UNTIE BB/3U3RLAP 1/3 FROM BASE OF TRUNK ALL 1/2 FROMFTOP OF BAIL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE NAIL BRACE TO 2. WOOD BATTEN RED FLAGGING TAPE ON BRACE METAL STRAPS SECURING • • 2's4'.12' WOOD BATTENS DRIPUNE (3 TOTAL) Z MIN 5 LAYERS BURLAP 3' DEEP LAYER OF NO ENTRY - APPROVED MULCH O BACKFILL WITH PLANTING SOIL NO STORAGE NO DRIP LINE BARRICADE OF ORANGE "TENSOR' HIGH VISIBILITY= SOIL BERM TO HOLD WATERQ ENCROACHMENT MESH 4' HIGH FENCE 2'.2'x4' WOOD STAKE AT DRIP UNE W I FENCE SUPPORTS SPACED S APART GRANULAR FILL 2'.4'.12' FOOT PAD FMA IAL OR - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CWDIIONS EXISTING GRADE SUCH AS SAND. BURIED THEBARRIER SHALL EXTEND TO THE DRIPUNE. - THE SOIL WITHIN THE DRIPUNE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE - UNEXCAVATED FOR WpP - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION PALM PLANTING DETAIL BARRICADE FENCING DETAIL -SET TRUNK FOUR OR TOP ROOT 0-2 ABOVE SURROUNDING FINISH GRADE 00 UNTE BURLAP 1/3 FROM BASE OF 7RUNK/BALL 0_ TRIM %G FROM CROWN, MIRE BASKETS RETIC B `U!Olr'j�,O 1 2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP BE REMOVED COMPLETELY �� Q 000 00800 8 ULb"Vi/ PROTECT TREE WITH 3/4"0 DBL STRAND N0.12 GALVANI RUBBER HOSE 00 3' DEEP LAYER OF RED RAGGING T 0 APPROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL (SEE eo16 ow) SOIL BERM FOR WATERING BASIN 2'.4'X8' -D' ST _ STAKES TO BE 18' - GkkLlRA77NEEURRLAR ma)F oFILL BELOW PIT IN EMSTIN EXASTING GRADE SIBGRADE� IROTES: UNEXCAVATED NOTES: 9' BALL S' FOR SUPPORT 1. Au scar eewrmis situ es f WSY raw WL arc rAanc2 a11' NO -PLANING MOLES TO BE }TINE$ THE DIAMETER OF ROOT BALL -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR 4 M MarAMAIgH 6 Raar Blleea6 SXNL E W WMAIFD IIIM 'IFD wY aim Pa011(1 eb]IIMa. N116T a-AR16 91NL [Xlpo to Marin alaE ry.rarct ylyL E la Wear now Ni a1Y rblES rra11a Ira.r WIrOI 6 u�. AT INE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS A Ao.r s°nmis yafy E Iralw m• oma. ,,p T,ay pwayay Mulia[ AT THE BOTTOM/DEPTH PER CITY REQUIREMENTS �r eY E1mars>damHs'' Rttxdx eusEas 'suu E s sun" . � E earNim E Aawm,wa ren MuerAcne.0 SMALL TREE (2 cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1. All nImt materiel shall be Florida /1 or better as established b PLANT MATERIAL Y 'Grade. and Standards /a Nursery Plants" of the elate of Florida. Department of Agriculture . 2. All tree°, shrubs and groundcavere shall be of the size, as specified in the Plant List. 3. Quantities listed on the the Plant List are for estImatIng purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shall be included In the unit cost of the plant.. 4. Where there i, a discrepancy either in quantities, plant names, sizes a, apxiflcotlan, between the plan a plant list. the plan take. precedence. 5. All planting beds and water ba,ine for trees shall be covered with a 3' minimum depth of shredded eucalyptus or other organic mulch grade 'B' or better. 6. The Planting Plan shall be Installed In compliance with all e.latng City code, and applicable deed restd.tlms. 7. SOD: All areas not ..ed far buildings. vehicular use area,, walks or planting bed, 'hall be grassed. Grassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, lake or waterway. Sod to be grade 'A' weed free. All areae marked 'Lawn' shall be St. Augustine 'Floratam' solid sod. The Dry Retention area .hall be 'Bahl. Grass' / 'Paapalum Nototum'. All sod shall be set level tight and even along planting boas. Landscape contractor 1, responsible for providing their own square footage takeoffs and field verification to provide 100% wad c,wmge of all area, specified 8. PLANTING SOIL: All trews and shrubs shall be planted with a minimum of 12" tWwl around V.=beneath the -U all. Minimum toped) andl be 6' for grmndcover areae, 4' for seeded gross areae and 2' for sodded gra'. areas. 9. Planting II to be a weed -free mixture of 501 nand, 401 muck, d 101 Canadian peat. All plant mater,. to rec. plantklyy sag cue per dotage. elantlng seg bmkPol for all pran%,d pat P 1 Coconut M t Palms. l R vel P I d Lri h II b b kfilletl wkh 801 sand and 201 muck ml -d with -Esting all fres, of rad, and d,bl,. EloundnAlwo hall with 1001 wane at Bme of annena. 10. Contractor 1, responsible for determining all utility locations and installing facilities so as to not conflict All damage to latng utilitlee a improvements caused by Contractor sholl be repaired at no additional coat to the Owner. 11. Contractor to notify 'Sunshine at 1-800-638-4097 (48) hours prior to digging for untlerground uNlty locations. 12. Contractor shdl be responsible for providing final grading of all aosoclated planting areas. 13. After f d grade, area to be raked to 6' depth and all rook and foreign inorganic materials removed and disposed of properly off- Itw. 14. All planting holes to be hand dug except where machine dug holes will not adversely affect or damage utilities ar Improvements (see note 8). 15. No plunging of any ten or palm will be accepted. All plants to be planted w/ trunk flair or surface root 1OX above gr.d, (per City requirements). l a take h a all trees and palm, at time of planting a per the 16. Contractor aha t ic guy p p S e and guying dotal. Contractor pe Ia responsible for the maintenance and/a repair of all staking and guying during warranty period. set (including curbs due to turning mdll 17. All parking Iolanda measuringtbar leas than 11 f (I 9 ) 9 rogerock shall shat haw root barriers installed depth the full perimeter of the id with All Isneroek shall be ml,. d from islands to a depth of 2-1/2 feet and backfilled with the specified planting ml.. 18. Fertilizer for grass areas shill be NPK 16-4-8* 12.5 lbs/1000 e.f. or 545 lbs/acre. Nltra9en Silt slow release form R fertilizer to mdud. secondary mlcranutriente. 19. SUBSTITUTIONS AND CHANGES: All bstkutlonw and changes shall be approved in writing prior to Installation. Any discrep... low between plane, site and specifications shall be brought to the Immediate attention of the Architect, the owner and The Town of Gulfstream. 20. WATERING: All plant materid shall be watered in at time of planting In accordance with standard nursery practices. In addition, Contractor w01 continue erof plant material until ,ub.tannd completion and as needed thereafter for a period of 2 -tering mantha. 21. EXISTING MATERIAL All existing material shall be brought to current city code standards. all azbtng hedges must be .mtnuoua as required. 22. DRAINAGE EASEMENT: Whitten approwl must bm e obtained frolocal water management district prior to planting within the drainage easement. 23. All now plant materia shall be guaranteed for 1 year from time of final .,.eplm.. of health rowan cmdltlm w111 be laced b the project My plant material not Ina y growing rep y Contractor at no additional cost to the Owner within 10 dayysa f notification. Far all placement plant material, the warranty period shall be e.tended an addltlond 45= beyond plant materia which la damn ed or the origa warranty period. Warranty is null and veld for p g men o. a newt of mala of God" limited to hail, freeze, Hurricane CenNq. cull trees damages ane winds e-, coq ed mph cue defined by the Miami lber Center. All trees that lean ct aro blown over, caused by winds leas than 75 mph. veli be re -set and braced by the Contractor at no additions coat to the Owner. 24. Type 'D' curbing and whoa slope shall be provided In the V.U.A. Refer to paving and drainage detail sheet for detail of type 'D' curb and wheal stop. 25. The successful bidder shall furnish to the Owner a unit price breakdown far all materiae. The Owner may, on t Its discretl, add or delete from the material, utillzing the unit price bmkdown submitted. 26. No plant materia will be accepted showing evidence of cable, chain marks, equipment scan. or otherwise damaged. 27. Plant material will not be accepted when the ball of earth surrounding Its roots has been crocked, broken or othwwl.. damaged. 28. Root -prune all trees a minimum of (8) weeks prior to planting. 29. Tree gmow °hall be poeltloned to meet n the center of troewell and hove unlfann spacing round outside edges of castings. Install grate° where indicated on plan. fluoh and leveled with mnding pavement rface. Install stein angle frame, Inc trete flueh and leveled with surrounding paving surface, maintain flush and leveled a< .II times. 30. All landsc.ped area° will be Irrigated by an underground, automatic, rust -free Irrigation system providing 1001 coverage and 1001 spray overlap. The system sholl be maintalned In good socking order and designed to minimize water an Imperloue services and not ownsproy walkway°. A rain sensor device shall be Installed to override the irrigation cycle of the system when adequate rainfall has occurred. eaeqiphalloegda.height of .mechanical ndthr ounnreeteo�tteipmntor onur 32. All plant material planted within the sight dietonce triangle areae (see plan) Mall provide unobstructed cross-vlslblllty at a horizontal level between 30 Inches and 8 feet .bow adjacent street grade. 33. No canopy tree, shall be planted within 15 feet of a light pole. No palm species shall be planted within 6 feet of a light pale. 34. Ground cover plantings shall provide not leas than 75 percent coverage Immediately upon planting and 100 percent coverage within 3 month. after planting. 35. Tree protection barricades shall be provided around e,I,ting tress that may be Impacted by the proposed emstruetion. Prior to any construction a tree protectlon t -.ad. Inspection shall be conducted by the landscape architect. owner or governing municipality. Refer to landscape dotal for tree preservation barricade fencing. 36. Tree removal/raocation pem it, must be obtained fa e,Imti,g tm, to be removed a relocated. 37. In all pedestrian areae, all trees and palma shall be maintained to allow for clear p .... go at an 8 foot dear trunk. 38. Quantities shown an the plant list take precedence over any di,cm-ows between the plana and plant list. 39. Praia o..d benne shall not ...wed a 3:1 slope. 40. All planta are to be top droeaed with a minimum 3' layer of Mdelsuca mulch, Eucalyptus mulch or equal. Mulch 18' beyond plantings. 41. All Landscapeareas are to be provided with automatic sprinkler system which will provide 1001 coverage and 501 overlap. All Irrigatlm fittings and head connection, will be purple pipe, Sch 40 PVC. 42. Trem In Lawn area aro to mew a 24' diameter mulched .outer at the base of the trunk. 43. Rol, senaar la required and shall be no over spray an my walkways or aldewolks. 44. Contractor must obtain landscape. Irrigation and tree removal permit,. 45. Tree, .hall be planted V from all underground utilityIre.. Written approved will be obtained from all utility companies for the prop ... d tree, In the landscape easements prior to building permit and approval from the Town of Gulfstream. 46. Landscaping to be dear 7'-6" of front and old" and 4' boiling all fire hydrant,, ly, JUN 10 Town of Gulf Stream FL sunsnlne siate ONE CALL "A florid. y�'IKnow what's below. vel Call before Vat LOUIS ILIAS VLAHOS REV. NO. I DATE JOB NO: DRAWN BY: LTV DATE: 05.22.20 SCALE: NO SCALE SHEET NO. LP -3 N 0 0 0 0 •_—•_ •_—•_•_• _SCALE: 1/8"=V-0" SIDE -EAST ELEVATION SCALE: 1/8"=1'-0" PALMS EDGE was" RV E REAR -SOUTH ELEVATION SCALE: 1/8"=1'-0" 01G, fsfr <249i9 Fl SIDE -WEST ELEVATION SCALE: 1/8"=1'-0" PALM E =DGE IRRIGATION NOTES: NOTES Automatic Imgaticn System We., Demand Znoe 1' water Mader, 251 GPM ® 4550 psi wl RPZ beckflmw previrmor/ vswum breaker, and ET manager inground Moil mnslig device GENERAL SysterAheli be installed In eocorda os with Imal codes. Contract drawings and Contract specifications. Irrigation design based on Mejmbc Views, dated 05.22.20, Contractor shall refer to the landscape plan to coordinate spot ler location and pipe routing with new and existing landscaping. The purpose of thislongation plan Is to show sprinkler locations for new location s for new landscaping. The Conhscfor considering the size of the source, theca lotion and sae of piping, and the size of existing valves shall zone system in the f Id. Contra lqr shell adjust sprinkler locations to insure proper coverage in common areae between new and existing landaravirg. Irrigation contractor to provide 100 % omomage with a 50%ovetep and as bunt drawings. rogation plan is for Nd, permit purposes, and shall not be utilized w a construction document. Irrigation contractor will provide all drawing, and product specifications (col alre ls) and installation documents, to the Landscape Architect for review, comment and approvals. A licensed contractor who installs or performs word, on an automatic landscape inigel system must install system par manufacturers specifications and test for the correct operation of each inhibiting or interrupting device or switch on the system. If such devices are not installed. or are not f n dimang properly, the contractor must install new devices or repair the xi esting Dose antl insure Brat eadc is operating properly before completing other work on the system. All comm"" performing work on irrigation systems within the town shall be licensed or registered under F.S. ch. 489, end shall hold a monkapalhy-Iasued license or bi sinese tax comficam that pem ar work on rogation systems. PIPING Pipe shall be Installed in accordancewind local codes and pipe manufacturers recommendations. Pipe routed under pavement and patio shell be sleeved in SCH 40 PVC Contrecbor shell ut lee existing sleeves. Main line shall be achadi 40 PVC. Al pipes shall be type 1120 PVC Lsterel sized 1' and larger shall be SDR 26, Class 160. Literals seed }'shall be SDR 21, Class 200. Pipe shell be installed so backfill depth, are maintained at 18' for the main the and all lateral mired no,, pavement, and at 12' for ell other laterals. Backfin shall be of suitable material flee of more, stones, o, other debris that would damage irrigation systems compwents. SPRINKLERS Sprinkler locations shall W adjusted for wind, landscaping and mound ng to -inure proper coverage won minimal undesirable ove"now. In order to prevent avaMmw, low trajectory heads or low volume wafer distributingdevices shell be used when inigating confined areas No more Man ten percent of spray radius shall be allowed onm'mpamous areas. Sprinkler heatlsrrigatirg lawns or other high water requirement tandsgpe areas shall be droulfed m Mat they are on e separate si cfor from Mose irrigating trees, shrubbery a other reduced water requ lament areas. Pop-up robe RtImbird S7D0-PRS sense w/ adjustable rales or equivalent, 25'40'redius. Pop-up miatheads Rainbirtl 1800 -SAM -P45 amiss w/ R-13-18 rotary nozzles or equivalent, 12'-24' radius. Shrub type mi,theads shell be installed a uniform height of 6' above plant mabnal and shall be located to be concealed from view and macoesseble from traffic. Farb no XPCN- Xen PCN serol nozzle, 25'& 4' 114, 12 or full spay on Xen-pop 45' pop-up or SCH 80 riser as required. Reinbird Xed Bubblers shell be installed on SCH 60 nears b the best height for Me most effective irrigation of the plants b be watered. Bubblere era required fon Uses and palms. All SCH BD PVC r care shell be painted green to blond in with client matenal. All sprink3eIs located! adjacent to p nmol walkways, patios, eta., shall be installed from the edge to minimize Me chance of damage to vehicles, pedestrians and lawn maintemorm, personnel. Pop-up heads shall be installed in 6- and shrub ryPe head. shall be installed in 18'. Adiusunent features of Wood— specified shah be utilized t— proper coverage while minimizing avarthrow. VALVES Rainbird 1 DO -PGA 1' angle elecim valve w/ pressure regulator or o,welanl with timer and ran sensor demos. WATER SOeter URCE i' water ter m 25 50 30 GPM ® 45psi w/ beci preventor/ vacuum breaker and ET manager aground moisture rising device -it ress pure regulator es moulned and approved by City of Gainey Beach. All connmtions and Instaltatlon of backflow shall be made by a licensed plumber. CONTROL SYSTEM Rainbird ESP -MC series automatic oubnor commller will be exterior wall mount or equivalent w/ Rsintill ETWanager in ground mil motsbre censor. Vedy bcetion on site. RaiMall or moisture sensing devices shall be used to avoid operation of Me system during periods of increased rainfall. Evapotranspiration-0axed (ET) controllers ere recommended but optional on any aubmatic bndscem longation system will W installed per mi nufacurere sf b pinofon,. All electrical connecb tors be made by a lista est slecbitian. FLOW PIPE DIAMETER (INCH) 03 }' 10-16 1' 17-26 tj 2740 1 }• 4050 2 Automatic underground irrigation with Rainbird ET -Manager in grourM soil moistum mrsor shall ed designed and installed in compliance with Me Sound Florida Building Code and city cede requirements. The system shall provide a minimum coverage of 100% with 50% overlap. IRRIGATION LEGEND: O Rainbird 100 -PGA, 1" electric valve or equivalent. Rainbird ESP -MC series ET controller elriarior w/ Rainbird ET -Manager In r. ground soil moisture sensor shut device as requlmd. Locate on site. Sleeves, SCH 40. 1 Q Ramblyd 1804 -SAM -PRS 4" pop-up, w/ appropriate R-13.24 rotary aeries ruts, Q 13-24' redlus and appropriate MPR 8-15 aeries spray series nozzle low trajectory or aqui Rainbird XPCN- Xen PCN Series nozzle, 2.5'& 4' 1/4, 1/2 or full spray on Xed-pop 4-6" pop -u; • • or SCH 80 neer as required. Rainbird Xeri Bubblers, install 14 per size of ball of tree or palm H required, • verify after trees and palms have been Installed. Bubbler are not Indicated on plan +ewuw+rMaln water Ilne, 1111" schedule 40 pvc. eIndicates Zone/ GPM. +t1" Water meter, 2530 GPM Q 45-50 psi w/ Watts 800 RPZ backflow prevented vacuum b and ET manager Inground moisture sensing device and pressure regulator required and approved by City of Delray Beach. OLD SCHOOL ROAD -- -- RI -- WAV------ ,---------- -----� r------- ------------------------------- aaear,,F,vP � r � 1" WATER METER YL'^ W/RPZ BACKFLOW : I I I I � I I I I � VALVE z_ I 1 I I I ! LOT 9 +LOCK 3 �u m _T7' � .... .•- POLE BASIN WATER VALVE y +FH I r I I u� I -+1" VALVE Iaoxok Anwrl: mAvaas. OFFICE a t/ ATH' I X I' � I � I I PGRC I 9'R C I 2.S I%AR+AGE . CART ACCESS S CONTROLLER IMASTER I. r 6 6 m� Bal �o El L_ J HIS HER'. I LAU R e D ----- --� DINING M- .171 � 1- — - - rvORveCo�pa oa�awPu b - ellmesikecneNerass 3 , n 1 To NAVO MASTER BEDROOM <I � ___________ —__J L. --1 r-'_:-_ -- I I r-----1 GOT--- ( PLAY ROOM HOWER all L_____J ooposaTNa R in w' 0 5Pfi')ild11RE0 REAR SETBACK �I �I I 11 X03 IH m I I I. yp� • 1� apz i1111 r O I 1 I CCS i "Mt Ii8 X I' C I I FRONT I I PGRC I 9'R C RAISED BULKHIIAD- REFER TO CIVIL ENGINEERING , PLATIED BULKHEAD LINE 2.S I%AR+AGE . CART ACCESS CONTROLLER 112STORV r FOYER -- — , 17- :- KYTCHEI O DD I LAU R e D ----- --� DINING I IGR TRONA I I � 1 To NAVO IL J — ___________ —__J L. --1 r-'_:-_ -- I I r-----1 GOT--- ( PLAY ROOM HOWER t�sHAv, L_____J ❑. 1. 0 ¢w� X03 IH m CHL I. yp� • 1� apz P p I o CCS 1q3 �<y w 50' REQUIRED REAR SETBACK Ile w o __ __ POD\DECK - m REFERrLA QWG'S _ '^ 1 §r 1 I i s 1 "VALVE o' C 9'R C RAISED BULKHIIAD- REFER TO CIVIL ENGINEERING , PLATIED BULKHEAD LINE - C `� �' lig PROBER LINE _=00' L-'--- — --— --— --— --— --— --— --— --— -- — --- - I l 11 11 I I PROPOSED DOCK a'm I .1—ER-egATE 2 25 OVLOT 7 CK 3 o ----- J 7oou"ee soil r' 11 rt4ia I NORTH ARROW SCALE (1 IN = 10 FT-) SITE IRRIGATION PLAN 'N 5 LANDSCAPE LIGHTING LEGEND: • (6) 1nground 3" Spotlight, 12V, WAC 5032-30BBR, 3000K Pure White. Bronze on Brass. - (15) Accent Light, 12V, WAC 5011-30BBR, 3000K Pure White. Bronze on Brass. (8) Quad Path Light, WAC 6651-3082, 3000K Pure White. Bronze on Aluminum. See specification sheets for ordering that accompany the Landscape I Ilumination Plan. All lighting fixtures to be mounted on Rocketperma-post when plantings are less than 12" height. Paint dark green or black. All fixtures within 5 ft of pool edge must be mounted w/ a GFI shutoff device. Comparable other fixtures will be acceptable w/ prior approval by owner/Landscape Architect. Licensed Elecb'idan to provide all wiring and Connections. WAC -ACCENT LIGHT SCALE: N.T.S. i WAC -QUAD PATH LIGHT SCALE: N.T.S. WAC-INGROUND SPOT LIGHT SCALENT.S. LOT 9 BLOCK 3 �P00�BMPER T OLD SCHOOL ROAD W0 RIGHT OF WAY BASIN [MEO � � Iaa ■ � : xp■■x ii■u■ ii�iiiii■i - iiiu■■■ii■x■■■ O■iii■■Siut x■ ■■■■■p ■■■■ ■■x■■■ n ■x■ ■1501110 x \�_+w�■rxa�v ■ I I I . I II I I I I • � II JREA BACK �gp _ 5O UIRED REAR SETBACK I �R TO LA.OWI'S I �/F �L�fI,��V rrlrrl ■■=� OFFICEI • ono FRON V' ROR i ' TH. /Y\I I I I PLATTED BULKHEAD LINE Or1 • � "CAR GARAGE - CART AGCES• O �� , � FOYER FOYER o PROPOSED DOCK �- OP MASTER, I _ __ (-f - --, IIj KITCHENUD GATE �Bvom�O O4TEom�o G4 TE j ILAU R O O HISS ERS I I GR TROOM —� OWING ANTaY IV2 L I I CABANA ]-6NAVE I �^* I ------------ ------ _ N n FI -ECT -0- mac, _ Ir REAKFAS I 3 MASTER BEDROOM - I PLAY ROOM P O OL SPOOL WER w z x 6..55 NAVAV D I L_____J U ❑u 1. ti w I� I I I . I II I I I I • � II JREA BACK �gp _ 5O UIRED REAR SETBACK I �R TO LA.OWI'S I �/F �L�fI,��V rrlrrl ■■=� ' i ' ENGINE ENGINEERING PLATTED BULKHEAD LINE RAISEDBULKHEAO-REFER TO CIVI L ' ' ENGINE ENGINEERING PLATTED BULKHEAD LINE PROPOSED DOCK OP LINE �Bvom�O O4TEom�o G4 TE NORTH ARROW 9110 SCALE (1 IN = 10 FT.) LOT 7 BLOCK 3 i N I i o 2 ........J ......... .. COVE (PRIVATE) SITE ILLUMINATION PLAN S.E:1.101 LOUIS RJAS VLAHOS REV. NO. 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'�ljiii" v■oo■ouo11■ouwno■■ao■ru00011o00000�uou11�o1 � '.oo■u■■oo■of■�■uo■o■ouou00000■■rr:��av;aaouo■ J won '�®� �■■■■■■■■■■■■■■■■■■1u1111■f■■■1111■■11■1111■11■■f■■■11■■■f■i�11■■1111■�fn ► �i Lr� �ir���l-'■��nu■I.uuunuvvrIs. 91r. /�I �d/�i'!•%t/� % , .r I:, uu000000■■o v■■■, lRwr9\CI�T!J�.�Ar� '\■116 ,T y ls/'✓'ilE 1. 4•oi,2rr/,<I�•I Ji.L�:L"aLZJYVyLCrLL:IrA r w+o$. \■■f r��r7"7R+ ��ifitii°���"' i'���i'�o. ir■rr■rrrrrur■ofri �%/� .+ ..■. ��. - r 1r0�� r� •�r- uuo suo■■o■i . y G�IMuS��l1 MEMO �t��rr t II O, a, , 1ji n °' � �I���■olt`� Oki NEWS s�`�� a +O I��■ • 1011 ARMS Imo: 1-.. �■1111■ t�' �.. -�'* �: �� .• •.acs > � AE, oil i1,,w1111 q _ L� ..io�r■� q 1011111him�i MENNEN TU IS APIA ►� p /. �c!!■::7■fT.�ff■ffs■�1.����REVIEW1 n dfL+�/!.f■0 � �f - ��II 9 I �rr�a_�■. I _� a l 1 rA yy ■�'� WA. i■�ii■ fff■1'1� L'iii i■►iY■��Is+IriF 1 II�I.� i r!'ft■■►�R\ff■■■■ffr �f�l■ffffff■� I�Cr G%Jf■ff■ffi■fft'`\1�ff■fffifff.:.�lilfffff■C .4 .1U1 VINES .+LOi_s_LO:�_LOry V �Ii 11i INN �;:ny1 A g4 Oil El, l ■� � u�� � � {Ill{{I� 'i�' a•��'r MEMO..rte ►s:IOia.!•��o'.L•4i `�`II :1Its �_I•rl9la91r Rita Taylor From: Richard Jones, Architect <rich@rjarchitecture.com> Sent: Tuesday, May 26, 2020 5:15 PM To: Rita Taylor Subject: 530 follow up [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Rita. section 70-73(c) highlighted below is what we discussed today. the ground floor for 530 old school is 69'-11" wide ground floor so .15 x 69'-11 = 10.5' additional side setbacks. sheet a-2 architectural you have shows additional setbacks of 10'-6" east side and 13'-2" west side respectively. on the front we are setback additional 12'-7" (plus we have 8' deep porch), and the rear is additional 5-10" although no additional rear setback is required. Please let me know if you have any other questions. The landscape pland and civil plans were dropped off to you today. Thanks, Rich Sec. 70-73. - Two-story structures. Share Link to section Print section Download (Docx) of sections Email section (a) In order to limit the construction of bulkier homes with full second stories in districts with small to medium lot sizes, the following restrictions shall be used: (b) The use of architectural design features to provide variation among two-story single family homes is required. One or more of the following features shall be incorporated within facades facing public or private roadways on any new two-story, single family home in all zoning districts. • Second -story setback (minimum five feet setback, in addition to ground level front setback) • Front porch (minimum eight feet depth) Gulf Stream Ocean West Beachfront North/South Place au Soleil Core Maximum Second .50 x first floor .70 x first floor .70 x first floor .50 x first floor .50 x first floor Floor Area area area area area area (b) The use of architectural design features to provide variation among two-story single family homes is required. One or more of the following features shall be incorporated within facades facing public or private roadways on any new two-story, single family home in all zoning districts. • Second -story setback (minimum five feet setback, in addition to ground level front setback) • Front porch (minimum eight feet depth) " Balcony (minimum 24 square feet) " Arcade The town commission may waive this requirement within subsection (b) if the applicant can demonstrate that these features are inconsistent with the home's architectural style and that the desired visual variation is provided through other measures. (c) New construction of a second floor for a single-family house within the Gulf Stream Core, North/South and Place Au Soleil zoning districts shall include additional side setbacks for the second -story portion of the building. The second story shall be setback from each first -story side elevation a minimum of 15 percent of the width of the first story of the house. For example, for a 70 -foot wide home, the second story is required to be setback a minimum of 10.5 feet (70 -foot first story width x 15 percent = 10.5 feet) from each first floor side building elevation. Principal Richard Jones ARCHITECTURE 10 SE First Ave I Delray Beach, FI 133444 East Atlantic Avenue ; Old SchoolSquare Office 561.274.9186 1 Mobile 561.706.8706 rich(Wriarchitecture.com i www.roarchitecture.com A. V Please consider the environment before printing this email. RFCElVr- 4 JUN 5 NN LEGAL DESCRIPTION LOT 8, BLOCK 3, PLAT NO. 1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. FLORIDA LICENSURE ZONING RSC FLOOD ZONE - ZONE AE (6.00' NAVD) ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STYLE COLONIAL WEST INDIES AA26001617 IB26001056 LOT COVERAGE 3,715 / 15,576 = 23.85% PERVIOUS AREA 7,437 / 15,576 SQ.FT = 47.7% IMPERVIOUS AREA 8,139 / 15,576 SQ.FT = 52.25% COMMISSION #i 20-003 DESIGNER: RJ SETBACKS DRAWN BY: GSJ/JH/RJ/RB PLAN REVIEW: RJ 0 SETBACKS REQUIRED PROVIDED SUBMITTALS: FRONT SETBACK 30'-0" 34'-3" GULFSTREAM 06.04.20 REAR SETBACK 50'-0" 66'-8" ARPB SUBMITTAL SIDE SETBACK 15'-0" (MIN. 30% OF LOT WIDTH) 15'-0" SIDE 2ND FLOOR SETBACK ADDITIONAL REQUIRED 25'-6 EAST / 28'-6" WEST MAXIMUM HT. 30' TO RIDGE 29'-2" TOWN OF GULF STREAM GROSS LOT AREA 16,000 SQ.FT. / 0.367 ACRES EFFECTIVE LOT AREA 15,576 SQ.FT. / 0.357 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING 0 SQ.FT 0 SQ.FT 2,734 SQ.FT 2,734 SQ.FT REVISIONS: CEILING OVER 15' (DOUBLE) 0 SQ.FT 0 SQ.FT 163 SQ.FT 163 SQ.FT 2ND FLOOR LIVING 1,362 / 3,799 = 35.8% 0 SQ.FT 0 SQ.FT 1,306 SQ.FT 1,306 SQ.FT 1ST FLOOR COVERED (PORCHES, OVERHANGS > 2 1/2") 0 SQ.FT 0 SQ.FT 382 SQ.FT 382 SQ.FT 2ND FLOOR COVERED 0 SQ.FT 0 SQ.FT 82 SQ.FT 82 SQ.FT AWNINGS > T AND SCREEN 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT ENCLOSURE (AT 50%) GARAGE 0 SQ.FT 0 SQ.FT 599 SQ.FT 599 SQ.FT OUT BUILDING 0 SQ.FT 0 SQ.FT 0 SQ. FT 0 SQ. FT FLOOR AREA - PROPOSED 0 SQ.FT 0 SQ.FT 5,266 SQ.FT 5,266 SQ.FT SITE PLAN FIRST 20,000 x.33 5,140 SQ.FT OVER 20,000 x.20 0 SQ.FT ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION 33% OF 464 SQ FT. LOGGIA = 153 SQ.FT 153 SQ.FT �mml TOTAL ALLOWABLE FAR PER MANUAL W/ 5,293 SQ.FT sp- SPECIAL EXEMPTION OF 153 SQ. FT. TOTAL HARDSCAPE AREA 8,139 SQ.FT REQUIRED LANDSCAPE AREA 6,230 SQ.FT(LOT SIZE x 40%) ACTUAL % LANDSCAPE AREA 7,437SQ.FT A �i� TOWN OF CAUL PALM BEACH COUP COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA. LYONS, JR. JOAN K. ORTHWEIN DONNAS. WHITE AGENT STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM } BEFORE ME THIS DAY PERSONALLY APPEARED ( WHO BEING DULY SWO STREAM ', FLORIDA Telephone (561)276-5116 Fax (561)737-0188 Town Manager GREGORY L. DUNHAM Town Clerk IIik, izRITA L. TAYLOR c`U23 Town of Gulf Stream, FL WIT mer) A LE/ Lewis , DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR F11.M LISTED BELOW HAVE THE CONSENT OF THE OWNER OF TI IE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SA D PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN T1 E TOWN OF GULF STREAM. THE SUBJECT PROPERTY ISSS LEGALLY D "Flor l _vn 1D AGENT'S(S) NAME: COMPANY OR FIRM NAME: -?_► AGENT'S ADDRESS: AS FOLLOWS: _ Ls7T � 3 AGENT'S PHONE: FURTHER AFFIANT SAYETH NOT. (Owner Signature) SWORN AND SUBSCRIBED BEFORE ME THIS = DAY J 6)C_ , 20 .20 .tWy rgSALLIEBTEDESCHI(LA Notary Public- State of Florida Commission k GG 071433 OTARY PUBLIC) My Comm, Expires Mar 18, 2021 10b SEA :COAD, PULF 51TREAIM, FLORIDA V483 33 `f `t"t TOWN OF GUM STREAM PALM BEACH COUN , FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE AFFIDA STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM BEFORE ME THIS DAY PERSONALLY APP , WHO BEING THAT THE ACCOMPANYING LIST OF PROP ADDRESSES AND LEGAL DESCRIPTIONS O (1) within 25 feet, *(for N. Ocean Overlay, Demc Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, KNOWLEDGE, COMPLETE AND ACCURATE AS OFFICIAL TAX ROLLS IN THE PALM BEACH C( *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FC P l ar I Polo F e,1 A -_s PIDri-- -Boo Telephone (561)276-5116 Fax (S61) 737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR owrl of Gulf Strum F SWORN, DEPOSES AND SAYS RTY OWNERS, MAILING ALL PROPERTY (circle one): Lion, Land Clearing, Signs and Site TO THE BEST OF HIS RECORDED IN THE LATEST UNTY COURTHOUSE. I FURTHER AFFIANT SAYETH NOT: _711�_ rA SWORN AND SUBSCRIBED BEFORE ME THIS 100 SEA ROAD, GULF L<7 -r- $ 13Locc 3 PSG 3 DAY SOF J� , 20 c A FLORIDA 33483 ''::w"P°•; i; SALLIEBTEDESCHI Notary Public -State of Florida P Commission N GG 011433 My Comm, Expires Mar 18, 2021 100 SEA ROAD, GULF L<7 -r- $ 13Locc 3 PSG 3 DAY SOF J� , 20 c A FLORIDA 33483 Prepared by and return to: Natalie Goodwin Authorized Signatory Meridian International Title Services Corp. R F" C E IVE 30 Southeast 4th Avenue Delray Beach, FL 33483 561.276-8121 JUIN 5 2U20 File Number: 20.0025Gardiner Town of Gulf Stream, FL [Space Above This line For Recording Data] Warranty Deed This Warranty Deed made this � day of April, 2020 between Alexandra E. Gardiner, it single woman whose post office address is 20 West Canal Street, Apt. 102, Winooski, VT 05404, grantor, and Alex J. Lewis and Francesca Lewis, husband and wife, whose post office address is 530 Old School Road, Gulf Stream, FL 33483, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever grantor's one -sixteenth interest in the following described land, situate, lying and being in Palm Beach County, Florida to - wit: Lot 8, Block 3, Plat No. 1, Polo Fields, a Subdivision in the Town of Gulfstream, Florida, according to the Plat thereof, as recorded in Plat Book 26, Page 13, of the Public Records of Palm Beach County, Florida; said land situate, lying and being in Palm Beach County, Florida. Parcel Identification Number: 204346-03-03-003-0080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019, In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: State of County of f RECEIVED J U N 5 2020 Town of Gulf Stream, FL (Seal) Alexandra E. Gardiner The foregoing ins went was acknowledged before me by means of [XI physical presence or [j online notarization, this � day of April, 2020 by Alexandra E. Gardiner, who U is personally known or [X] has produced a driver's license as identification. K [Notary Sear Notary Public BROOKE THAYER Notary Public • State of Vermont Commission 8 157.0012412 My Commission Expires Jan 31, 2021 Printed Name: My Commission Expires: Prepared by and return to: Natalie Goodwin Authorized Signatory Meridian International Title Services Corp. 30 Southeast 4th Avenue Delray Beach, FL 33483 561-276-8121 File Number: 20-0025Gardiner (Space Above This Line For Recording Dara] Warranty Deed jUN 5 2020 town of Gulf Stream, FL This Warranty Deed made this 8 day of April, 2020 between Alexandra E. Gardiner, a single woman whose post office address is 20 West Canal Street, Apt. 102, Winooski, VT 05404, grantor, and Alex J. Lewis and Francesca Lewis, husband and wife, whose post office address is 530 Old School Road, Gulf Stream, FL 33483, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the patties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporation's, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NOI100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever grantor's one -sixteenth interest in the following described land, situate, lying and being in Palm Beach County, Florida to - wit: Lot 8, Block 3, Plat No. 1, Polo Fields, a Subdivision in the Town of Gulfstream, Florida, according to the Plat thereof, as recorded in Plat Book 26, Page 13, of the Public Records of Palm Beach County, Florida; said land situate, lying and being in Palm Beach County, Florida. Parcel Identification Number: 204346-03-03.003-0080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019, In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: State of At V Countyof i t OVA 0Stream, �l y%%, ✓`, t -v '� {Seal) Alexandra E. Gardiner The foregoing instrAment was acknowledged before me by means of N physical presence or [ j online notarization, this UU day of April, 2020 by Alexandra E. Gardiner, who LJ is personally known or N has produced a driver's license as identification. [Notary Seal] Notary Public Printed Name: BROOKE TNAYER My Commission Expires: 1 2-1 Notary Public , State of Vermont Commission # 157.0012412 My Commission Expires Jan 31, 2021 preps by and return to: Natalie Goodwin Authorized Signatory Meridian International Title Services Corp. 30 Southeast 4th Avenue Delray Beach, FL 33483 561-276-8121 File Number: 20-002SGardiner Abovc This Linc For Recording Warranty Deed ju� b rM i0w0 0fi Ga stream, R This Warranty Deed made this �tv day of April, 2020 between Susan N. Gardiner aka Susan G. Trepalacios, a married woman whose post office address is 8 Brandywine Terrace, Morristown, NJ 079660, grantor, and Alex J. Lewis and Francesca Lewis, husband and wife, whose post office address is 530 Old School Road, Gulf Stream, FL 33483, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever grantor's one-eighthtl t=st in the following described land, situate, lying and being in Palm Beach County, Florida to -wit: Lot 8, Block 3, Plat No. 1, Polo Fields, a Subdivision in the Town of Gulfstream, Florida, according to the Plat thereof, as recorded in Plat Book 26, Page 13, of the Public Records of Palm Beach County, Florida; said land situate, lying and being in Palm Beach County, Florida. Parcel Identification Number: 2043-46-03-03-003-0080 Grantor warrants that at the time of this conveyance, the subject property is not the Grantor's homestead within the meaning set forth in the constitution of the State of Florida, nor is it contiguous to or a part of homestead property. Grantor's residence and homestead address is: 8 Brandywine Terrace, Morristown, NJ 079660. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019, In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: 4ess Name: fes : Statc of County of Mdm S '75SLt O, �`tA4A,\1- (Seal) Susan N. Gardiner aka Susan G. Trepalacios The foregoing instru nt was acknowledged before me by means of [XJ physical presence or [j online notarization, this day of April, 2020 by Susan N. Gardiner, who [_j is personally known or [X] has produced a driver's license as identification. [Notary Seall N I M I S H A SHAH Notary Pu Iic NOTARY PUBLIC Printed Name:/11MS STATE OF NEW JERSEY ID # 50019649 My Commission Expires: D ZOZ� MY COMMISSION EXPIRES JULY 20, 2020 Prepared by and return to: Natalie Goodwin Authorized Signatory Meridian International Title Services Corp. 30 Southeast 4th Avenue Delray Beach, FL 33483 561-276.8121 File Number: 20-0025Gardiner Above This Line For Recording Dat21 Warranty Deed �owc� o� �u1� Stream, FI� This Warranty Deed made this _ t_; day of April, 2020 between Margaret M. Gardiner, a single woman whose post office address is 270 Merritt Ranch Road, Cornville, AZ 86325-5719, grantor, and Alex J. Lewis and Francesca Lewis, husband and wife, whose post office address is 530 Old School Road, Gulf Stream, FL 33483, grantee: (whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the Successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO1100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever grantor's one-eighth interest in the following described land, situate, lying and being in Palm Beach County, Florida to -wit: Lot 8, Block 3, Plat No. 1, Polo Fields, a Subdivision in the Town of Gulfstream, Florida, according to the Plat thereof, as recorded in Plat Book 26, Page 13, of the Public Records of Palm Beach County, Florida; said land situate, lying and being in Palm Beach County, Florida. Parcel Identification Number: 20-43-46-03-03-003.0080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Y 9, . UU S '61N -- Town of gulf Stream, Fl Seal) Margaret M. ban iier State of A''-; Z0 n a County of a VQ l The foregoing instrument was acknowledged before me by means of [X) physics] presence or Lj online notarization, this �3_ day of April, 2020 by Margaret M. Gardiner, who [j is personally known or [X] has produced a driver's license as identification. [Notary Seal] SUSAN CALDWELL-MORGAN NOTARY PUBLIC, ARIZONA YAVAPAICOUNTY My. conimission Expires ` August 26� 2020 Notary Public Printed Name: Susan Caldl'je //- MO'--I*kI My Commission Expires: Prepared by and return to: Natalie Goodwin Authorized Signatory Meridian International Title Services Corp. 30 Southeast 4th Avenue Delray Beach, FL 33483 561-276.8121 File Number: 20-0025Gardiner [Space Above This Line For Recording Data] Warranty Deed ,eCVj\jE 1�wn ofi (��!Ifi Stre�.mFL This Warranty Deed made this � day of April, 2020 between Elizabeth W. Gardiner, a single woman whose post office address is 47 Lake Road, Far Frills, NJ 07931, grantor, and Alex J. Lewis and Francesca Lewis, husband and wife, whose post office address is 530 Old School Road, Gulf Stream, FL 33483, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever grantor's one-half interest in the following described land, situate, lying and being in Palm Beach County, Florida to -wit: Lot 8, Block 3, Plat No. 1, Polo Fields, a Subdivision In the Town of Gulfstream, Florida, according to the Plat thereof, as recorded in Plat Book 26, Page 13, of the Public Records of Palm Beach County, Florida; said land situate, lying and being in Palm Beach County, Florida. Parcel Identification Number. 20.43.46.03-03-003-0080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December -31, 2019. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Wit essName:ALIGN �1lr uo IN K 1,11 e,� State of ,\j ED Elizabeth W. Gardiner County of', 1A U W i dr+r The foregoing instrument was acknowledged before me by means of notarization, this _Z, day of April, 2020 by Elizabeth W. Gan m produced a driver's license as identification. ! , (Notary Sear ANGELA SANCHEZ•KNUTSON a��►,pTP i��' '+p = Notary Public • 618te of Florida Commission #t GG 035062 My Comm. Expires Oct 19. 2020 Bonded through National Notary Assn. Printed N physical presence or L] online J,, a sonally,Jfnown or [X] has My Commission Expires; Prepared by and return to: Natalie Goodwin Authorized Signatory Meridian International Title Services Corp. 30 Southeast 4th Avenue Delray Beach, FL 33483 561-276.8121 File Number: 20.0025Gardiner Above This I rue For Recording Warranty Deed JUN 5 2024 Town of Gulf Stream, FL This Warranty Deed made this 110 day of April, 2020 between Robert M. Gardiner II, a single man whose post office address is 180 Water Street, Apt. 707, New York, NY 10038, grantor, and Alex J. Lewis and Francesca Lewis, husband and wife, whose post office address is 530 Old School Road, Gulf Stream, FL 33483, grantee: {whenever used herein the terms "grantor" and "grantee" include all the parties to this instnunent and the heirs. legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/] 00 DOLLARS ($1 Q.W) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever grantor's one -sixteenth interest in the following described land, situate, lying and being in Palm Beach County, Florida to - wit: Lot 8, Block 3, Plat No. 1, Polo Fields, a Subdivision in the Town of Gulfstream, Florida, according to the Plat thereof, as recorded in Plat Book 26, Page 13, of the Public Records of Palm Beach County, Florida; said land situate, lying and being in Palm Beach County, Florida. Parcel Identification Number: 20-43.46-03-03-003.0080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witness Name: Rpniamin Nadareski Witne Name: elinda McCutcheon State of Virginia County of Fairfax JUN S 2020 70a 01 Guii Strum, FL (Scat) Robert M. Gardiner H The foregoing instrument was acknowledged before me by means of [ ] physical presence or [X] online notarization, this 10 day of April, 2020 by Robert M. Gardiner II, who [_] is personally known or [X] has produced a driver's license as identification. [Notary Seal] el"`TM1 k MELINDA MCCUTCHEON REGISTRATION NUMBER 7066735 COMMISSION EXPIRES �r9grppl;plN>�\'� SEPTEMBER 30, 2022 Printed Name: Melinda McCutcheon My Commission Expires: 09/30/2022 Notarized online using audio -video communication NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, JUNE 25, 2020 AT 8:30 A.M. which will be conducted using communications media technology. The meeting can be accessed online via WWW.GOTOWEBINAR.COM, including allowing for Public Comment. Please see below for details. The Town Commission, will hold a Public Hearing on FRIDAY, JULY 10, 2020 AT 9:00 A.M. in the William F. Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida at which the following will be considered: An application submitted by Richard Jones, Richard Jones Architecture, as agent for Alex and Francesca Lewis, owners of the property located at 530 Old School Road, Gulf Stream, Florida, legally described as Lot 8, Polo Fields Subdivision for the following: Demolition Permit to demolish existing structures. Land Clearing Permit to clear property for new construction. Special Exception to permit an additional 153 sq. ft. over the maximum floor area ratio for covered open area. Level 3 Architectural/Site Plan Review to permit the construction of a 5,266 sq. ft. Colonial West Indies 2 - story single family dwelling, two and one half car garage and a swimming pool. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. Interested persons may attend the Architectural Review and Planning Board meeting online via the Town of Gulf Stream GoToStage Channel at https://gotostage.com/channel/048c2l3aeb944472ab203904e30ccbdd from their computer, tablet, or smartphone. Interested persons may register as an attendee to participate in the meeting by going to htt://attendee.gotowebinar.com/register/4192096295897033998, or directly to www.ioinwebinar.com and enter the meeting code 537- 474-227. To receive additional information about this meeting, contact Renee Basel at (561)276-5116 or rbasel@gulf_-stream.ora. Written or other physical evidence must be submitted via email to rbasel@gulf-s_tream.ora or faxed to (561)737-0188 no later than five (5) working days prior to the meeting. Public comments can also be emailed to rbasel@gulf_stream.org; or called in to (561)276-5116 no later than 8:00 a.m. the day of the meeting. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: June 14, 2020 TOWN OF GULF STREAM r?zA / /z' Rita L. Taylor Town Clerk