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HomeMy Public PortalAboutAPP 20-08Town of Gulf Stream Pre -Application Checklist: Level III Owner's Name: Address: %� �/ d S A©ed i? cr! PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes 1 N. Ocean Overlay Permit ()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 REC 9. Sign Review RUN 5 2020 10 Pla, Level III SiteSite Plann RevisionReviewoWll of Gulf Stream, FL Special Exception Review 13. Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) r%1SNna.auvn NUMBER OF COPIES REQUIRED *NOTE: )•)c)a`).u..� APPLICATION MATERIAL l J 1. Completed Development Application ✓ - 2. Fee of 1. Oaf.CO+ ..,ry ©' + ), l ci 6.3.0-6 V// :1 3. Generation Location Map (on site Plan) ✓ 17 4. Site Plan (2 full size, 15 reduced to 11 x17*) 17 5. Building Elevations (2 full size, 15 reduced*) 17f 6. Floor Plans (2 full size, 15 reduced*) ✓ (1) 7. Roof Plans (2 full size, 15 reduced*) 1 8. Perspective and/or Color rendering (Recommended for meeting) Drainage Plan (if site is altered) E17y9. 1 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS V-- 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 1 13. DOT Landscape Permit (A1A) C 14. Survey (11" x 17") 15. Subdivision Plat 1 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed' Vi 1 18. Agent Affidavit 19. List of Adjacent Propert wners 20. Property owners withi 25' 300' (stamped addresse nve opej envelopes, no return a resji 0 21. Property Owners Affidavit v-- 1 Set 22. Photos of Existing Home (if applicable) 23. Construction Traffic Management Plan: Prior to Permit c:23 24. Damage Bond:,__Prior to Permit full Where multiple copies of a drawing are required, two copies shall be an original size (24" x 36") drawing which is signed and sealed. All other copies s 17". Please refer to the instruction for more detailed information. X:\DEPUTY SHARED\Forms\BIdg & 0cc Reg Dept Forms\Level 3 Pre-Appl. Cklst.docx Page 1 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE July 17, 2020 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 on July 10, 2021 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, &tt Rita L. Taylor Town Clerk cc: Richard Jones 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Rita Taylor From: Richard Jones, Architect <rich@rjarchitecture.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". I 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 Richard Jones, AtA 'Principal Richard Jones ARCHITECTURE 10 SE First Ave I Delray Beach, FI 133444 East Atlantic Avenue + Old SchoolSquerc: Office 561.274.9186 I Mobile 561.706.8706 richrjarchitecture.com www.riarchitecture.com Please consider the environment before printing this email. 1 13 11 , Il 1 11_ f ff� — I — —Ill— \ /_._— // II II If 1 II' II ' 11 H North Elevation SCALE: 1/4"=1'-D" T.O. ROOF ELEV. 294' 1, T.O. BEAM ch ELEV. 22-0' T.O. WINDOWS ELEV. 21'.0 T.O. SECOND FLOOR C ELEV T.O. BEAM ph ELEV. TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 20-08 Address: 530 Old School Road Proposed Improvement: Approvals Requested: Demolition Permit: Land Clearing Permit: Owner: Alex and Francesca Lewis Agent: Richard Jones, Richard Jones Architecture 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. 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. Special Exception: To permit an additional 153 sq. ft. of covered open area that exceeds the maximum FAR. Level III Architectural/Site Plan: 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. Gross Lot size: 16,000 sq. ft. Effective Lot Area: 15,578 Proposed Total Floor Area: 5,293 Allowable: 5,140 sq. ft. Zoning District: RS-C First Floor Eave Height: 10'-5" Issues Considered During Review: 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: Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA 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 # 2 PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: Al -EX Ago F -&. c,eSGLL I.A.2. Project Address: 53-0 OCD StJtoo 1 7-014-D I.A.3. Project Property Legal Description: 8 3oO k 3 Pi rrr I.A.4. Project Description (describe in detail, including # of stories, etc.) Glow 2_-5o ty 5, 24(9 sg.-F - h0 L 1-4)/ r)e,A-c) I.A.5. Square Footage of New Structure or Addition: 5, Z(i' Architectural style: 1n.) i7i GS 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: B. Owner Information I.B.1. Owner Address: 5 30 O('D 3l' 00 I R"3 1.6.2. Owner Phone Number: g `1 3 - 5 7L - 4192 Fax: I.B.3. Owner Signature: 7 2 t-icho Type of Foundation: Ft 1 C. Agent Information I.C.1. Agent Name and Firm Name: Ci114(1-' ip 4e .5 t C3A 46t-T-v2! I.C2. Agent Address: ►% SE 1rr AvG. 1i ,1 NA/ 1364eil• Pi 33`I`ti I.C.3. Agent Phone Number (0) 541'VI )i1 6 Cell Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 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 ff CoII.A.1. In what zoning district is the project site located? �6 �Yrnea.vt l�e,� III.A.2. Is the project compatible with the intent of the zoning district ? No Explain: III.A.3. Is the project consistentth the Future Land Use Map and goals, objectives and policies of the No Comprehensive Plan? Explain: III.A.4. How are ingress and egress to the property to be provided? 2c�v1 L1.2 --Da) V / a A i4 t,� III.A.5. How are the following utilities being provided to thq property? a. Stormwater Drainage ZG'Fen -fro i�,v, 1 P is..S - ON 5 crt 5 i o2Ace b. Sanitary Sewer £Y•tsTIn1 c - 5 i'rE c. Potable water E)(.r 4) el n Q 5 ore d. Irrigation Water )~lodiet P0-1"4ble_ wQ--r.h. Savt.t.e- e. Electricity Ut4DeAgrtev �0 f. Telephone V A pewg4r,v,+ g. Gas h. Cable Television V IPODedi4'Lao A-5D 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.) 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 area within fifty feet (50') of the Al A (North Ocean Boulevard) (If "Yes", Section B of this part must be completed.) IV.A.1. Does the project involv right-of-way? Yes IV.A.2. Does the project involve the demolition of one or more structures? (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 ex; fifty percent (50%) of the landscape area of a developed lot? Yes (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? (If "Yes", Section E of this part must be completed.) IV.A.5. Is the pr.;f•.t at variance with any regulations contained in the Zoning Code? Yes (If "Yes", Section G of this part must be completed.) No No vacant lot or more than Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf stream 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: (i/ a 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/q IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? N/A 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: IVA C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? M o ^ I' -, Pn)e /� G C..o.,3`�-r On IV.C.2. When are the proposed structures to be constructed? LArc Lo L O IV.C.3. What is the landmark status of the structures to be demolished? 514. -FAA>,ly ,ems, to 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 NlU- Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: 4-0 Col 1.12LT n�W (ZC,3 i 0ence IV.D.3. How is the removal from the project site of vegetation to be mitigated: 4 VGA? vsh 443 1s 74,105,4 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? IV.D.5. What replacement materials are proposed? 56e P4-,of 05e4 L.-44s car L ?)ails Application for Development Approval, Form ADA.32000 Page 4 September 2004 This form is to be used for all development review applcations to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Con mission. 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. PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information ARPB File # I.A.1. Project/Owner Name: ALE.,x # ,"O Ftt q4.3G ,.f 4-4 I.A.2. Project Address: 530 OLD .3J,1 .a),A-a I.A.3. Project Property Legal Description: PI4- 0o ice= Lay & , ?00 k 3, P 1►i- { ?o1U f Ls I.A.4. Project Description (describe in detail, including # of stories, etc.) N Z-Si o yr ST2.(9(0 3g"" 't haws I.A.5. Square Footage of New Structure or Addition: 5, 2-(/ (v Architectural style: INi17�L.S 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, FJ Hv it Type of Foundation: pi i►CI.5 B. Owner Information 1.111. Owner Address: OLD 50b I.B.2. Owner Phone Number: - 2 Fax: I.B.3. Owner Signature: C. Agent information I.C.1. Agent Name and Firm Name: ' RiC . ne-5_ 4tivt4ce, ?r I.C.2. Agent Address: SE. ITT' Ave., 'Del NA1136.4ciii 3314-1 I.C.3. Agent Phone Number (0) r 541 "2-11-91 Cell Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? 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? (5/ I(, JjJG JA/ £,iCCioT a.✓ /S e.),7 V 4 ""( /orl La 2e r9' 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 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? ca ✓ h l S / p o . ) �002 1¢n.G4 . / s 2 /5 59.1/ d cx fz 4 IV.E.5. What landscaping and screening are provided? 5C.e- ( ,0 r9c— p14-i IV.E.6. D9, the use conform with all applicable regulations governing the District wherein it is to be located? 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. v IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page 5 September 2004 RICHARD JONES y iA I tl _ 530 OLD SCHOOL ROAD GULF STREAM, FLORID R C ! ^ man D ,4 JUN 5 2020 Town of Gulf Stream, FL ■ ARCHITECTURE 10 S.E. FIRST AVENUE I SUITE 102 DELRAY BEACH, FLORIDA 33444 V 561.2749186 I I' 561.224.9126 AA26001617 1 (526001056 W W W. RIARCHITECTURE.COM DRAWING INDEX CODE RESEARCH LOCATION MAP CVR COVER SHEET S-1 SURVEY ARCHITECTURAL SP-1 SITE PLAN A-1 GROUND FLOOR PLAN A-2 SECOND FLOOR PLAN A-3 ROOF PLAN A-4 ELEVATIONS A-5 ELEVATIONS CIVIL 1 OF 3 CIVIL SITE IMPROVEMENTS PLAN 2 OF 3 PAVING AND DRAINAGE DETAILS 3 OF 3 POLLUTION PREVENTION PLAN LANDSCAPE HP-1 HARDSCAPE LAYOUT PLAN LP-1 LANDSCAPE PLAN LP-2 TREE DISPOSITION PLAN LP-3 LANDSCAPE SPECIFICATIONS 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.) REQUIRED SETBACKS: FRONT SETBACK = 30'-0" REAR SETBACK = 50'-0" SIDE SETBACKS = 15'-0" (MIN. 30% OF LOT WIDTH) PROVIDED: FRONT SETBACK (WEST) REAR SETBACK (EAST) SIDE SETBACK (NORTH) SIDE SETBACK (SOUTH) = 34'-3" = 66'-8" = 15'-0" = 15'-0" LP-4 LANDSCAPE ELEVATIONS IR-1 IRRIGATION PLAN IL-1 ILLUMINATION PLAN DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION MEAN ROOF HEIGHT C El SEC. R301.2.1.4.3 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE 21'-0" O ASCE 7-10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS 0 PARTIALLY ENCLOSED O ENCLOSED ❑OPEN ❑ TESTED (WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) 1.0 BASIC WND VELOCITY PRESSURES 6th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN NAND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5* ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE NAND SPEED I7D (3 SECOND GUST) BASIC VELOCITY PRESSURE ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WNDOWS. 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 OYES ❑ NO (IF NO. INDICATE REASON) 40 PSF SITE LOCATION ENSURE 0 -4 202 AA26001617 I IB26001056 COMMISSION 9 20-007 DESIGNER-. RJ DRAWN BY Gs1/h1/RJ/RB PLAN REVIEW: R7 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 LAND SURVEYOR O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 SUBMITTALS: GUI.FSTREAM 06,04.20 ARPB SUBMITTAL REVISIONS. 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 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 LANDSCAPE MAJESTIC VIEWS 4711 CYPRESS DRIVE SOUTH BOYNTON BEACH, FL 33436 TELEPHONE: 561-752-9835 COVER SHEET CVR F0lD AKE & WA51f17 (M7TESS COMER) +178 014N 104( FOVO N0. 5.0' NORTH (0RE55 CORNER) CORER NOT SET f FALLS N WATER OLD_SCHOOL_ROAD __ +150 PA VED G TCH ELISW . -0 rta NT ET CO „ +@ CONCRETEW CATCH BASIN CONCRETE DRIVE LOT 8 BLOCK 3 TILE STEPS FLCCR +534 (BEACH MARK) 1 STORY BUILDING `530 .H.T ,,,,, ,,,,,,,,,,,,,, COINED CE11CFIE PATIO CO'KIPETE/OOL 0001 """PSOd" 236 r RAT7E0 BLWEAO LIE+2B CCNO4E7E 9'04'0 CAP FAUX WOOD DOCK COVE (FR'vA 7E) F040 NQ 150' NCR7HBENCH MARK TCP ON74ESS CORNER) MAL AID ASK ELEVATION +463 +147 HXE COMER MOT SET FALLS N WATER a WATER VAL7E 0H 1 - RECEIVED SUN 52020 Town of Gulf Stream, Ft LEGEND: Lf = CENTERLME ND. = NAL & DISK #LB 353 WM = WATER AFTER C.O. = SANTARY SEWER CLEAN OUT GEN = CONCRETE GENERATOR PAD T.P. = CONCRETE TRAASR"Q4IER PAD FH = FIB HYDRANT - - = OVERHEAD UTILITY LINES FLOOD ZONE: AE (EL 6) COMMUNITY PANEL NO.: 125102 0981 MAP NO.: 12099C0981F 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 HAS ACHIEVED A MINIMUM LEVEL OF CLOSURE OF 1 F00T IN 10,000 FEET AS REQUIRED FOR COMMERCIAL /HIGH RISK PROPERTY CLOSURE WAS ACHIEVED 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 a BLOCK 3, PLAT NO. 1 POLO FELD.S ACCQRO.4\G TO TIE PLAT TIERL-OF AS RECORDED AV PLAT BOOK 26 PAGE 13, AJCLUSIVE PUBLIC RECORDS E PALM BEACH COLAJTY, FLORDA. MAP OF BOUNDARY SURVEY 5TE ADDRESS 530 DLD SCal)p. ROAD GYLF STREAK FLORIDA 33483 PARCEL CONTROL NCx 20-43-46-03-O3-003-0080 I HEREBY CERTFY THAT INS A.RVEY WAS MADE UNDER NY RESPONSIBLE CHARGE MO MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY TIE FLORIDA BOARD OF PROFESSIONAL SURVEYORS MD MAPPERS IN CHAPTER 5J-77, FLOPDA AOWNSTRARVE COY, PURSUANT TO SECTION 472.077, FLORIDA STATUTES. PAUL D. ENGLE NOT vAUD WNW ne SOurwF AND SURVEYOR & MAPPER #5708 1160 SLRt VER 1 CR M44(904. wa O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION /LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 955 NW. I7TH AVENUE, SUITE K-1 DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 011E Of SIRI1Y AUGUST 212019 RE A403 2100 447 MSG r_ v, MO BOOK MXla B 172 52 OLD SCHOOL ROAD 30.00' RIGHT OF WAY LOT 9 BLOCK 3 Vaer •BASIN 11.17.V.VATUrr so. .I o3:I2ri■■■Fl • I us wokvim I Away maw Iv o■____��w�■■■u1111r*waYYI{11WWiiY S• ,1 iligi I I 1� l7�� . � rr ■ ■ ■ • • ■ 30-0' REQUIRED FRONT SETBACK ■ _ • ■ HPH BUCK CHAIN LMK FENCE POOL BIER AT PERIA1,- 6tO ERB I.C.N BLACK MINN LINN FOOL B7OTHERSTEN FENCE RAISED BULKHEAD - F ENGINEERING 15d' REQUIRED SIDE 15'O' GATE I I IIMASTER BEDROOM L - - J aw� 110 g@ p0 50.0-RE IRED REAR SETBACK • EFER TO CML ATTEO BULKHEAD UNE 30-tP ■ .Ei, FRONT J _ J PORC 2.5 CAR GARAGE 2 STORY FOYER BREAKFAM' LOGGIA 85 NAVD ))I ,, I L 11 4P 8FE9KEANDGATE COVE (PRIVATE) Site Plan PLAY ROOM L _ RPROOFIN RA DESIG PRESOURE REMOTE PU TO WJTHST( VAIN PR LE' TO LAN08C, POLE IgaF- Scale: 1"=10' WATER VALVE +79 LOT 7 BLOCK 3 aH BUCK. L .• BARRIER T9 N WEIR HIGH BLACK• MIN UNA FENCE . BARRI AT PEWTER BY. RBIS "/ L RICHARD JONES ■ ■ lI ARCHITECTURE 10 S.E. FIRST AVENUE ( SUITE 102 DELRAY BEACH, FLORIDA 33M4 V 561.274,9186 I F 361.274.9196 AA26001617 I I826001056 W W W.RIARCHITECTURE.COM P ' / VEo 2020 1007 °f Guff Stream, F( ZONING FLOOD ZONE LEGAL DESCRIPTION LOT 8, BLOCK 3, PLAT N0.1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PUT BOOK 28, PAGE 13, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA RSC -ZONE AE ((L00 NAVD) ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STY LE COLONIAL WEST INDIES LOT COVERAGE 3,715) 15,578 - 23.8E PERVIOUS AREA 7,437 / 15,57880.FT • 47.7% IMPERVIOUS AREA 8.138 115,578 SOFT • 52.25% SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30-0' REAR SETBACK 50-0' SIDE SETBACK 15•-0 (MIN. 30% OF LOT WDTH) SIDE 2ND FLOOR SETBACK ADDITIONAL REQUIRED MAXIMUM HT. 30 TO RIDGE 80-0' 15.0' 26- EAST / 28'.6' WEST 29-z TOWN OF GULF STREAM GROSS LOT AREA EFFECTIVE LOT AREA FAR CALCULATION 16,000 SOFT. / 0.367 ACRES 15,576 SOFT. / 0.357 ACRES NET FL ENSURE 4 202 AA26001617 1 1826001056 COMMISSION H 20-003' DESIGNER: RI DRAWN BY: GBJ/JH/RJ/RB , PLAN REVIEW: RJ EXISTING DEMO NEW 18T FLOOR LMNO 0 SOFT 080.FT 2,73480.FT 2,73450.FT SUBMITTALS: GULFSTREAM 06.04.20 ARPB SUBMITTAL CEILING OVER 15 (DOUBLE) 0 SO.FT 0 SO.FT 183 SOFT 16380.FT 2ND FLOOR LIVING 1,382 / 3,799 •35.8% 080.Ft 1,30880.FT 1,30880.FT 1ST FLOOR COVERED (PORCHES, OVERHANGS 9 21R) 080.FT 382 SOFT 382 SOFT 2ND FLOOR COVERED AWNINGS x a AND SCREEN ENCLOSURE (AT 50%) GARAGE 05O.FT 82 SO.FT 62 SO.FT 080.FT 0 80.FT 080.FT 080.FT 588 80.FT 58■ 80.FT OUT BUILDING 0 SO.FT FLOOR AREA -PROPOSED 0 80.FT 516850.77 5,286 80.FT FIRST 20.000 K.33 5,11550.FT OVER 20003 K 30 0 SOFT ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION 33%OF 464 50 FT. LOGGIA = 15350.FT 153 SD.FT TOTAL ALLOWABLE FAR PER MANUAL SPECIAL EXEMPTION OF 128 SO FT. 5,293 SOFT REVISIONS SITE PLAN TOTAL HARD0CAPE AREA 8,138 SOFT SP-1 F U F x (J; z 0 TUBE RfCJPPJ TEC CURE UJCJPPO BY RICH,iPD JUNE REQUIRED LANDSCAPE AREA (LOT SIZE K 40%) 8,23050.FT ACTUAL % LANDSCAPE AREA 7,43780.FT T 1 1 O • OIO 1 1 1 1 1 1 1 J H.B.}- POOL SHOWER ■ L Play Room 12'6" x 13'-0" CLG. HT: 11'-0" 6 Cabana 4.1 Bath CLO. HT: 11'-0 H.B. OVERALL DIMENSION Loggia 24'-2" x 13•-0" CLG. HT: 11'6" Breakfast 12'-7" x 8'6" CLO. HT: 11'-0" - - rISLANo Kitchen LG. HT: 11'-0" -OVEN- REF. S Dining LG. HT 11-0" FIN. FLR. ELEV. 2-0" (7.0' N.A.V.D.) LMNE REF Golf -Cart 2.5-Car Garage 27'-3 x 21722' CLG. HT'. 11'6" (2) ELEC. CAR CHARGER (DEDICATED CIRCUITS G.C. TO CO-ORDINATE LOCATION 90 OWNER) — r B s '-19819' I � `'�L„J VANE STOR. STORAGE UNDER STAIR Foyer CLG. HT: 23'-0" OPEN TO ABOVE COAT CLOSET Master Bedroom 113,11" x 1 T-0" CLG. HT: 11'6" TRAY r Hers 7' 7"9 B'4 /110" r 11 Porch 8'-0" z 8-0" CLG. HT: 11.13" 1 b L I I I 1 I I II }N.B. Courtyard 11 El -0'x8'-4 JI I Master Bath I L13'-0" x 18'6" CLG. HT: 11'-0' L_— E SEAT CLOSET Office 11-0" x 11'- CLG. HT: 11'-0" Bath( n OWER H.B. H.B. 8 Ground Floor Plan SCALE: 1/4"=1'-0" GATE 15'-0" IF . Lu t• o Ia I 1 1 1 1 1 1 1 1 i 1 1 1 1 RICHARD JONES ■ ■ ARCHITECTURE ■ 10 S.E. FIRST AVENUE I SUITE 102 DELRAY REACIE FLORIDA 13444 V 961.274.9186 I F 561.274.9196 AA26001617 1 IB26001056 W W W.R.ARCHITECTURE.COM J AA26001617 11026001056 COMMISSION 8 20-003 DESIGNER RJ DRAWN BY: Gsl/Jfi/RURB PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 06.04.20 ARPB SUBMITTAL REVISIONS: GROUND FLOOR PLAN A-1 INCJ?PJ, T. D BE REPRODUCED. CEPIED OR 'E➢ NO PHPT OE iPCHITECTL'RC 'NCO 0 0 COPYRIGHT 1 1 1 1 ath/ CLGI 9'-0" CLG I HT. 9'-0 1 1 1 1 1 1 1 t Bedroom #3 17-0" x 12'-0" CLG. HT 9'-0" Bedroom #4 14'-0" x 12'-0" CLG. HT. 9'-0" OVERALL DIMENSION Covered Balcony 14'-3" x 21'-0" CLG. HT. 9'0"/ 9,6" TRAY OPEN TO BELOW — Bedroom #2 12-C6,034T CLG. HT 9-0" CLOSET Second Floor Plan SCALE: 1/4"=1'-0" 15'-0" 15'-0" 1 1 1 1 1 1 1 RICHARD JONES ■ 1111 ■ ARCHITECTURE 10 S.E. FIRST AVENUE I SUITE 102 DE.RAY BEACH. FLORIDA 33444 V 561.274.9186 I F 561.274.9196 AA26001617 I I326001056 W W W.RJARCHITECTURE.COM AA26001617 1/326001056 COMMISSION 9 20-003 DESIGNER: RJ DRAWN BY: GsJ/JH/RURB PLAN REVIEW: RJ SUBMITTALS. GULFSTREAM 06.04.20 ARPB SUBMITTAL REVISIONS: SECOND FLOOR PLAN A-2 SCALE: t/4"=t RICHARD JONES IS 111 ARCHITECTURE 0 S.E. FIAST AVENUE SUITE 102 00092.' BEACH. FLORIDA 3.3IJJ V 5612)<.9196 . F 561.27J.9196 AA26001617 IB26001056 RJARCHITECTURE.COM IFLORID JUN AA26001617 1 NSURE 20L 001056 COMMISSION 9 R 20A03 DESIGNER:R.'DRAWN VI Gs1/13UW/RB PLAN REVIEW'. IU SUBMITTALS'. GULFSTREAM 06.M.20 ARPB SUBMITTAL REVISIONS ROOF PLAN A-3 J2 0 0 ZJ 12 5 --0 BUILDING COLORS BUILDING COLOR - SHERWIN 6MLLIAMS 7005 PURE WHITE OUTLOOKERS/FASCIA/SOFFITS/BANDING/TRIM - SHERWIN WILLIAMS 7005 PURE WHITE FRONT DOOR / GARAGE DOOR - BENJAMIN MOORE HC 147 WOODLAWN BLUE SHUTTER/RAILING/GATE COLOR - BENJAMIN MOORE HC 147 WOODLAWN BLUE EXTERIOR WINDOWS AND DOOR - BRONZE ROOF - MEDIUM GRAY CEMENT TILE u u U u Front Elevation SCALE: 1/4"=1'-0" Rear Elevation SCALE: 1/4"=1'-0" ELEVATION NOTES INTERGRA B" MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES SMOOTH STUCCO FINISH AT RAISED BAS DECOARATIVE OUTLOOKERS SIMULATED BOARD AND BATTEN SIDING (STUCCO) n SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL SIMULATED LAP SIDING (STUCCO) DECORATIVE ALUMINUM SHAKER STYLE SHUTTERS FLUSH PANEL METAL DOOR w/ AZEK TRIM (PAINTED) d U LI IJ i=1 n LIGHT FIXTURE W T.O. ROOF adi ELEV: 29'-2" T.O. BEAM anii ELEV: 22'-0" T.O. WINDOWS/DOORS aidk ELEV: 21'-0" FINISH FLOOR opik ELEV: 0'-0" T.O. ROOF pjh ELEV: 29'-2" T.O. BEAM ELEV: 22'-0" T.O. WINDOWS/DOORS odik ELEV: 21'-0" T.O. SECOND FLOOR d ELEV: 13'-0" T.O. DOORS ELEV: 9'-0" FINISH FLOOR AIL ELEV: 0'-0" RECEIVED I MN 5 2020 fbwn at Gulf Stream, Ft OVER 4 SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL 8" X 8" CONCRETE COLUMN WITH CHAMFERED 1" PROUD BASE WITH SMOOTH STUCCO FINISH DECORATIVE ALUMINUM RAILING 2' 2 MASONRY PIER MATH CHAMFERED 1" PROUD BASE WITH SMOOTH STUCCO FINISH RICHARD JONES 1111 ■ ■ ■ ARCHITECTURE 10 S.E. FIRST AVEN't E 1 SUITE 102 DELRAY BEACH. FLORIDA 33444 V 561.274.9196 I F 561.274.9196 441260016) 7 1 IB26001056 W.R.IARCHITECTURE.COM LICENSURE AA26001617 1 1626001056 C� •:- SION 4 20-00? DESIGNER: 121 DRAWN BY: GO/III/RI/RA PLAN REVIEW. R7 ALUMINUM GATES ALUMINUM ARBOR SUBMITTALS. GULFSTREAM 06.04.20 ARPU SUBMITTAL REVISIONS. ELEVATIONS A-4 0 Q U L TOP OF NDO !2•sOR • ELEV: a4" 5 )w 0 12 5�� 0 0 12 5 EMMENTellIME 1 0 East Elevation 0 0 West Elevation SCALE: 1 /4"=1-0" — SCALE: 1/4"=1'-0" 8 0 Z Q N T.O. RIDGE odi ELEV: 29'-3' T.O. BEAM 41.1 ELEV: 22'-0" T.O. WINDOW adk ELEV: 21'-0" FINISH FLOOR ELEV: 0'-0" T.O. RIDGE ELEV: 29'-3" T.O. BEAM kk' 22'-0" :4'WINDOW LEV: 21'-0" T.O. SECOND FLOOR ELEV: 13'-0" TOP OF WINDOWS ELEV: 8'-0" FINISH FLOOR ELEV: 0'-0" RECFIv 0 -'36 JUN 5 2020 BUILDING COLORS ELEVATION NOTES a BUILDING COLOR - SHERWIN WILLIAMS 7005 PURE WHITE INTERGRA 9" MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES LIGHT FIXTURE OUTLOOKERSIFASCIA/SOFFITS/BANDING/TRIM - SHERWN WILLIAMS 7005 PURE WHITE SMOOTH STUCCO FINISH AT RAISED BASE Z. OVER 4" SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL FRONT DOOR / GARAGE DOOR -BENJAMIN MOORE HC 147 WOODLAWN BLUE u DECOARATNE OUTLOOKERS B" X 8" CONCRETE COLUMN WITH CHAMFERED 1" PROUD BASE WITH SMOOTH STUCCO FINISH SHUTTER/RAILINGIGATE COLOR - BENJAMIN MOORE HC 147 WOODLAWN BLUE EXTERIOR WINDOWS AND DOOR - BRONZE u u SIMULATED BOARD AND BATTEN SIDING (STUCCO) T SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL u u ROOF - MEDIUM GRAY CEMENT TILE SIMULATED LAP SIDING (STUCCO) DECORATIVE ALUMINUM SHAKER STYLE SHUTTERS DECORATIVE ALUMINUM RAILING 12" x 12" MASONRY PIER WITH CHAMFERED 1" PROUD BASE 0TH SMOOTH STUCCO FINISH ALUMINUM GATES ALUMINUM ARBOR RICHARD JONES 1111 ARCHITECTURE 10 S.E. FIRST AVENUE I SUITE 102 DELRAY BEACH FLORIDA .11444 V 561 274.9186 ( P 561.274.9196 452600 / 617 I IB26001056 W W W. RJARCHITECTURE.COM FLORIDA ICE SURE JUN 20; AA26001617 I 1826001056 COMMISSION 8 20-003 DESIGNER. RJ DRAWN BY. GsUJII/RJ/RB PLAN REVIEW'. RJ SUBMITTALS. GULFSTREAM 06.04.20 ARPB SUBMITTAL REVISIONS. ELEVATIONS A-5 FLUSH PANEL METAL DOOR wl AZEK TRIM (PAINTED) PAVING, GRADING AND DRAINAGE NOTES 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 98% 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 9810 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 FDOT 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 98% 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. 8. 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 W1TH SECTION 300 OF THE FDOT 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 FOOT 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 FDOT 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.s.i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p.s.i. (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 APPUCABLE. 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 FDOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE APPLICABLE. 16. 17. 18. 19. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. GRADES SHOWN ARE FINISHED GRADES. EXISTING ROAD CROWN ELEVATION EL. 1.84' N.A.V.D. 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 FDOT SPECIFICATIONS. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FDOT 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 FDOT 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. DITCH WIDTH (W) + 4' SA UT REFER TO PAVEMENT JOINT DETAIL RT 7.1 DIA. VARIES 1. REPLACEMENT BASE TO BE AT MIN. 12" THICK. 2a. BASE MATERIAL SHALL BE PLACED IN TWO UFTS AND EACH UFT COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 (MAX. UFT THICKNESS = 6"). 2b. 12" EXCAVATABLE FLOWABLE FILL MIN. 100 P.S.I. MAY BE USED IN UEU OF 12" BASE. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE JOINT REPLACEMENT BASE SEE TYPICAL BACKFILL DETAIL GU 2.1 FOR COMPACTION REQUIREMENTS. VARIES H-1•-0" 4. ALL DISTURBED PAVEMENT MARKINGS SHALL BE RESTORED IN ACCORDANCE WITH CITY STANDARDS. 5. SURFACE MATERIAL SHALL BE F.D.O.T. TYPE S-I OR S-III ASPHALTC CONC. (MIN. THICKNESS 1 1/2"). ANY PAVT. CUTS SHALL BE COLD PATCHED AT END OF EACH WORKING DAY TO FACIUTATE UNHINDERED TRAFFIC FLOW. PAVEMENT REPAIR DETAIL GU 1.1 EXISTING GROUND REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIF1CATIONS.(SEE NOTE 5 BELOW) 6" MAX. SIZE 18" MAX. LIFT. 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. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFlLL 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 REWIRED TO RE -EXCAVATE THE AREA IN QUESTION, DOWN TO THE BEDDING MATERIAL THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. TYPICAL BACKFILL DETAIL GU 2.1 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 LINES 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. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING MATH 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.s.i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS 1 CONCRETE USED AS PAVING SHALL DEVELOP 3000 p.s.i. (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.5.i 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 PLANING 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 FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED. ). 20. LANE CLOSURES WITHIN THE FDOT 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 FDOT DESIGN STANDARDS (LATEST ED.) 21. SITE INFORMATION BASED ON A SURVEY PREPARED BY: O'BRIEN. SUITER', & O'BRIEN CONCRETE PAVER lag SA D BEDDING MATCH EXISTING DRIVEWAY WIDTH OR 12' MIN. WHICHEVER IS CREATE 24' MAX. WIDTH (2-WAY) - UNLESS OTHERWISE SHOWN ON PLANS SCORED OR JAW -CUT EXPANSION JOINT / 6" SIDEWALK (3000 PSI CONCRETE) -F- t/ SCORED 0R SAW -CUT JOINT SIDEWALK 6" CONC.) W N 10' OF DRIVEWAY (TYP.) SLOPE \), SAME AS ROADWA ') -DGE OF / PDVEMENT PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY. 4" UMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 OUTSIDE RIGHT OF WAY. 6" UMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 INSIDE RIGHT OF WAY. 4" FLOW -ABLE FILL (100 P.5.1. MIN.) MENT COLLAR SHOULD EXTEND UNDER ONE FULL WIDTH OF BRICK 12" COMPACTED SUBGRADE TO 98% PER AASHTO T-180 SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 Know what's below. Call before you dig. RECEIVED SUN 5 2020 town 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. COPYRIGHT 2020 BY ENVIRDDESIGN ASSOCIATES. INC. THIS DRAWING IS FRONDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENMRODE5IGN ASSOCIATES, INC. "NOT FOR CONSTRUCTION" 5 oa Qr' O DO a_ FPq AU Pq Lb W 4A V) A WJ 0.4 C7 A CD P4 1-4 CD CD a CD eD CJ L(:1 (R z E. rn 17 z O U 0) W z C7 z W DRAWN: B.A.B. CHECKED: S.A.P. DATE: 05/21/20 JOB NO. 20024-DTL SHEET NO. 2 OF 3 +1.89 .00 8 345sf x 6"d SWALE Y RETAINING WALL BY OTHERS TOP EL = 5.0 POOL DECK GRADING & DRAINAGE BY OTHERS — CONCEPTUAL SHOWN EL = ±3.5 1,047sf x 6"d SWALE MATCH EXIST EL = t1.75—\ 415P OVER LP d GAS TANK NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS *1.55 rL O L D SCHOOL ROAD 90 AATCHN BASI +1.72 236sf x 6"d �SWW��LE FF EL = 7.0' NAVD EXIST BULKHEAD TO BE RAISED 24" — BY OTHERS MATCH EXIST EL = LOT 8 BLOCK 3 LOGGIA 6.5 NAVD TRENCH/DECO DRAIN BY OTHERS — RIM EL = 3.4 LATTER BUU1H CO V E (PRIVATE) ®CATCH BA9N 2.5 CAR GARAGE DECORATIVE PLANTERS OVER CMU PIERS- REFER TO LA DWGS-+ INSTALL NEW L.S. 2OLF — EZ—DRAI +1.53 BENCH MARK TOP NAIL AND DISK ELEVATION +1.63 WATER VALVE LOCATE RAND CONNECT TO EXIST FN 128sf :i 6"d SWALE $ 213.42' NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER PATTERNS RETAINING WALL BY OTHERS TOP EL= 4.0 TWO 6" TEPS BY OTHERS SEE ARCHITEdTURAL PLANS hi. -h PA f ()Om ;9 0M 936 FA qJo f--i ! L 1---6"MITPTER EOP = 2.5 1,124sf SWALE UP RIM EL x 6"d RETAINING WALL BY OTHERS TOP EL = 5.0 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. LJ 0 0 0 11 Site DRAINAGE CALCULATIONS SINGLE FAMILY RESIDENCE - 530 OLD SCHOOL RD- Job 920024 WATER QUALITY VOLUME: BASED ON F.A.C. CHAPTER62-302 & SFWMD BASIS OF REVIEW LOCATION MAP N. T.S. LEGEND: — — — — PROPERTY LINE GIVEN: TOTAL SITE AREA sf (up 1*5*6Mea lire) ROOF AREA sf WATER SURFACE AREA sf PERMEABLE PAVER AREA n f WATER QUAUTY SITE AREA 11230 sf (Total sae-.w.sum.. rods) WATER QUAUTY IMPERVIOUS AREA - sf (1A1.0. Site A— - PeMous) 50% PERMEABLE PAVER CREDIT sf WATER QUAUTY PERVIOUS AREA 6920 sf 1w.0. Site Area - Irrmer.eus) WATER QUAUTY % IMPERVIOUS 38.4 % *we M. r w.0. sae Area) REQUIRED STORAGE VOLUME: WET DETENTION VOLUME = 1' OVER TOTAL SITE AREA OR 2.5" OVER IMPERVIOUS AREA (IF SITE IS OVER 40% I1PERVIOUS, USE 2.5' OVER IMPERVIOUS) COMPUTE 1" OVER TOTAL SITE AREA: 1in15500 = 1292 et COMPUTE 2.5' OVER % IMPERVIOUS AREA: 2.5in' 0.38' 15500 = 1239 c1 PER SFWMD SWERP APPLICANTS HANDBOOK VOLUME II, 4.2.1 PROVIDE 50% STORAGE FOR RETENTION WATER QUALITY VOLUME = 1292 0.5 = REQUIRED VOLUME: V PROVIDED VOLUME: V = 646 cif 720 cf1 2 880s 0.18 Ac-In 0.20 Ac-I n 6" dee. wales = 1/2' 6/12' 2 880 = 720cf 646 of aD I Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SECTION IDENTIFIER PLAN PAGE DETAIL PAGE j[y PROPOSED ELEVATION DIRECTION OF FLOW +a1 EXISTING ELEVATION 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 DN EXISTING GATE VALVE C.O. SANITARY SEWER CLEANOUT ► RECEIVED 4 JUN 5 2020 Town of Gulf Stream, FL SCALE: 1" = 10' -5 0 10 20 5 15 O COPYRIGHT 2020 BY ENVIRODESIGN ASSOCIATES. INC. THIS DRAWING 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. 5 2 co z z w DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. 20024-ENG SHEET NO. 1 OF 3 m 2 HO 0 0 J TEMPORARY INLET PROTECTION (TYP) rL 0 L D d4EAP 5TANOVER KIP 6A / BATCH BASIN OL ROAD CATCH LLLL JC ASIN ❑ ❑ ❑ CONSTRUCTION ENTRANCE LOCATION TO BE DETERMINED BY CONTRACTOR AS NEEDED TEMPORARY SILT FENCING (TYPICAL) 4' WATER VALVE ..4111 to 1— 0 0 0 J J -1 00 INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE WIRE SUPPORT - MOULD 6K6 5/5 GA. 49 //100 S0. FT. WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES BACKFILL AFTER INSTALLATION OF INLET FILTER NOT TO SCALE NOTES: SECURE FILTER FABRIC TO FRAME AND GRATE 1. CONTRACTOR 15 TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. A SEDIMENT TRAP WALL 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 WILL 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 NA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP 15 REMOVED. INLET FILTER DETAIL D 8.1 1. I HE INTENT OF ER090N CONTROL MEASURES INDICATED GRAPHICALLY ON PUNS 15 TO PROVIDE A BARRER TO CONTAN SLT AND SEDIMENT OII THE PROJECT 9TE. 11115 REPRESENTATION IS PROVIDED FOR THE CONVENIENCE O THE CONTRACTOR. THE TEST CF ERO0CN CONTROL EFTECIIVENESS IS NOT TO BE DETERMNED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE DRAWINGS AND SPEOFlCANON5, BUT BY MEETING THE REGULATIONS SET FORTH BY THE AUTHORITY HAVING 11ON OVER WATER DUALITY C.TROL AND OTHER SEDIMENTATION RESTRICTION1105 RUDIMENTS IN THE REGION. ]. APPROVED ER090N AND SEDIMENT COI1RO MEASURES SHALL BE INSTALLED PRIXi TO ANY CLEARING GRAONG, EXCAVATION. FILLING. OR 01HER LAND 9STIRBANCE ACTIVITIES EXCEPT 0105E OPERATIONS NEEDED TO INSTALL SUCH MEASURES 3 INSPECTION OF ALL ER051GN CONTROL MEASURES SHALL BE COADUCIED WEEKLY. 0R AFTER EACH RAINFALL EVENT. REPAIR. AND/OR REPLACEMENT OP SUCH MEASURES SHALL BE MADE PROMPT', A5 NEEDED. 4. KEEP DUST W1MN TOLERABLE LIMITS BY SPRINKLING 0R OTHER ACCEPTABLE MENUS. 5. AMMO . EROSION AND SEDIMENT CONTROL MEASURES MAY BE PEOUWED IF DEEMED NECESSARY BY CN511E INSPECTION. B. FAILURE TO PROPERLY INSTALL AN0 MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONDI:NCI. BENG HALTED. 7 DRAINAGE INLETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER INLET PROTECTION DETAIL B. ANY ACCESS ROUTES TO 9TE SHALL BE BASED MTi CRUSHED STONE, 'WHERE PRACTICAL 9. EROS. CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10. WHENEVER FEASIBLE. NATURAL VECETATON SHALL BE RETAINED AND PROTECTED. II. ALL WORN 15 TO BE IN C04PUANCE WAIN THE RULES AND REGULATIONS SET FORTH BY THE STATE OF FLORIDA. DEPARTMENT OF ENVIRONMENTAL PROTECION ANO THE CITY OF DELRAY BEACH. 12. DISCHARGE FROM DEW IN TIERG OPERATIONS SHALL BE RETAINED OHS. IN A CONTAINMENT AREA. A EROSION CONTROL NOTES DETAIL D9.1 STEEL OR EXTRA STRENGTH FILTER FABRIC WOOD POST 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 FLOW FLOW 10 FT. MAX. SPACI WITH WIRE 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 (1.13 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 5 WHEN STANDARD STRENGTH FILTER FABRIC 15 USED. A WORE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST I INCH (25 MM) LONG, RE WIRES, 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 CIA) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 8 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. e. ALL PROJECTS REWIRE 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 FENCE POST (WOOD OR STEEL) FABRIC DIG 4" WOE & 4" DEEP TRENCH. BURY BOTTOM 8" OF FABRIC. AND ANCHOR W/COMPACTED BACKFILL MATERIAL DIRECTION OF RUNOFF WATERS 1 1 a SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE 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 DRIVE BOTH POSTS ABOUT I8 INCHES INTO TILE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 50 • AGGREGATE CITY / PUBUC ROAD NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT 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 Know what's below. Call before you dig. JUN 5 2020 Town 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. SCALE: 1" = 10' -5 10 20 5 15 ® COPYRIGHT 2020 BY ENNRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENNRODENGN ASSOCIATES. INC. "NOT FOR CONSTRUCTION" 8 w z z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 05/21/20 JOB NO. 20024-ENG SHEET NO. 3 OF 3 N. PET, HENITEEI YrIIEF IMHP, NIL BEN LI;r F I h NHE I II :I L CE EtcH ,,,,;*p t ELE INF FIREPiT 4 -sraru BENCH TE LI R TC.RPl FILLFCL h 'IiN'.l Pl 1I, LLFIAE PII F SN L'IIHF` 2!IFE E.IJ:, ENE DESIGN DETAIL A —A' SCALE: 1 /4"=1'-0" OLD SCHOOL ROAD 30.GO RIGHT OF WAY ROWLOCK ATLANTIC PAVERS CONC CORAL PAVERS RUNNING r NG BDNDISTAGGEMOLDIER ER O PATTERN EDGE BREWVIRAL SELELVER CLOONN0YOWNSANEDBASE LOT 9 BLOCK 3 •HIGH LILACS CRAM LINN PENCE POOL BARRER AT PERRIER—. El OTHERS POOL BARRIER AT PERMTER'-" BY OTHERS SMELLS./ SERIES M. CONC. PAVERS. STAnnwaso PARK. RORY COLOR, ON SAND BABE, FIRAL SELECTION BY MINER =MGMELLISH SERIES I241zCORO PAVERS, SELECCTION BON COLOPOOL Ems. POO.BYUBFA T'PERMETER.BVO117EA5 RAISED BULKHEAD- REFER TO CIVIL ENGINEERING PLATTED BULKHEAD LINE "LATCH rrn BASIN 101 1.2 CO. P'FPERTY LINE 100.00. 3O-0' REQUIRED FRONT SETBACK IEDOK SERIES DPA. Pwmca.GR. ON SAND MASTER BEDROOM C• 1 SEPERATE e17 CAST EEN ANli'AWR L�STRIP AS MESTAToN�_ LANTE , ` 4I 50'.O REQJIRED REAR SETBACK AN I ERE ®BASIN CATCH WATER VALVE 'FH GRAPHIC SCALE (1 IN = 10 FT) T.P ITS— 0 S- REFER TO LANDSCAPE ARCHTECTS ewes L I DRIVEWAY.- 00'A' REQUIRED FRONT . TPA BREAKFAS- OCRA PLAY ROOM p CART ACCESS POOL SHOWER r HIGH o 50-Cr REQUIRED REAR SETBACK s-0. POOL DECK REFER TO LA. DWG'S SUNS ELF POOL POOL -REFER TO LA. DWGS GST STONE PAVERS. SLCTSLO. ABGRASS STRIP AB SHOWN ON SAND ILLS �EOLSEPPARATNAWN AND BOKIERTO GA 10 If 4 7 &4 41 74,0 LOT 7 Ia BLOCK 3 I4 S. HIGH BLACK CS R1A,LBARRIE BY E PERMYER 8 S COL ION RLAR BUCIR AT PERWTER BY OTHERS SERIES rar come vEay sT POR, ON NDBASE LECH. BY OWNER TiE DECK r HIGH BLAAJ CHAIN LINK FENCE PCOL BA RERAIT SERRATE, BY OTHERS RECESSED MASONRY AND SLAB PR, PROVIDE $ WATERPROOFINGREMOTE PUMPAND STRUCTURAL Lib! ANDHYDROSTATIC PRESSURES WITH PIT luwi+/.OA NAVD - REFER TO LANDSCAPE I PROPERTY LINE 100.00 PROPOSED DOCK ARCHITECTS PLANS, SECTIONS, DETAILS r ann. FENCE BY OTH 3va SSD GATE COVE (PRIVATE) SITE LAYOUT PLAN SCALE: 1=10'-0" LOUIS ILIAS VLAHOS LANDSCAPE ARCHITECT REV. NO. DATE JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: 1" = 10' SHEET NO. HP-1 PLANT LIST SINGLE FAMILY CITY OF DELRAY BEACH FL KEY QUART. PLANT NAME TREES(PALMS PROPOSED MAN 1 Mengifera Indict Mango Tree 1453'0A, 60T, BBB, full (native) CLU 3 Clusea Guttifera/Small Leaf Clusea 12-14'0A, OCT, 2"CAL, full (native) IEP 2 Ilex East Palatka/East Palatka Holly 12-14'0A, Std, match, full (native) JAP 5 Eleeocarpus Dampens/Japanese Blueberry 80A match, 4'CT, full, relocate (drought) GAR 4 Garoinia Spicata/Garcinia Tree 4-5'0A, STD, match, full (drought) PHS 4 Phoenix Sylvesms/Sylvesbis Date Palm 20'OA IOWD, 12"CAL, full (very drought) FP1 4 Wodyeda Bifurcaia/Foxteil Palm 17CT, 16-180A 8"CAL, full (drought) FP3 2 Wodyetia Bifurcata(Foxtail Palm 16-18'OA, TRPL, full (drought) AP1 4 Archontophoenix Alexandroe/King Alexander 16'OA,SGL, full (drought) MP1 3 Veitchia Montgomeriane/Montgomery Palm 140A, SGL, Tug (drought) AD2 2 Veitchia Menillii/Adonidia Palm 14'0A, DBL, full (drought) FIS 9 Caryota Milts/ Fishtail Palm 16-18'OA, multi, full (drought) CIT 1 Citrus Orange by Owner 6.80A, STD, full ACCENTS PR3 3 YUE 2 AGV 3 LP 2 BRI 4 CAL 10 ALC 4 SAN 79 SHRUBS & PO4 119 PV 51 BEG 24 HIB 14 PP 112 FGI 200 CLN 112 MON 44 JM 114 Phoenix Roebellenii/Pygmy Date Palm Yucca Elephantipes/Spinelese Yucca Agave AngustlfoliaNanegated Agave Rhaphis Excelsa/Lady Palm Bromeliad Impedalisflmpenal Bromeliad Callethee Zebrina/Zebra Cellathea Alo0091a ColofomiouslCalifomia Alo0asia Sanseviena Tri9scala Zeylanica GROUNDCOVERS Podocarpus Maid/Maki Yew Plttosporom VarlegatumNadegated P9toe Begonia Angel Wing White Hibiscus Mona Loa(White Hibiscus Podocarpus Pringles/Dwarf Podocerpus Ficus Miaocarpa Gm Island/ Gm Island Fit 3 GAL, 14" OA, 20" OC, full (drought) Clusea Guttlfero Nana/Dwarf Clusea 3 GAL, 14" OA, 20" OC, full (native) Ophlopogon Japonicus/Mondo Glass 1 GAL, 10" OA, 12" OC, full (drought) (add black mexicen pebble rock potshed under) Trechylosperma Jas Minima/Jasmine Minimal GAL, 8" OA, 10" OC, full (drought) 8-100A, TRPL, full (drought) 5'OA, 3-4 trunk, full (very drought) 30" OA, full (very drought) 4-50A, multi, full (drought) 7GAL, full (drought) 3 GAL, 24"0A, 30"OC, full 3GAL, 24"OA, full (non -drought) 3 GAL, 24" OA, 30' OC, full (very drought) SOD as required St Augustine Palmetto 3-7GAL, 3-4'0A ZOC, full (very drought) 3 GAL, 24" OA, 24" OC, full (drought) 3 GAL, 24" OA, 24" OC, full (non -drought) 3 GAL, 24" OA, 24" OC, full (non -drought) 3 GAL, 14" OA, 20" OC, full (drought) SO FT, full Native, very drought and drought tolerant plants indicated per Xens(ape Plant Guide II LOT COVERAGE 520 OLD SCHOOL ROAD, CORE DISTRICT, TOWN OF GULFSTREAM, FL TWO STORY RESIDENCE _ R3C TOTAL LOT AREA 15578 SF (100%) MAX. LOT COVERAGE ALLOWED 4872 SF (30%) LOT COVERAGE PROVIDED 3715 SF (23.85%) IMPERVIOUS AREA PROVIDED 8139 SF (5225%) PERVIOUS AREA PROVIDED 7431 SF (47.75%) LANDSCAPE CALCULATIONS NORTH BEACH PROPERTY LANDSCAPE CODE DATA FOR MULTI STORY RESIDENTIAL STRUCTURES First Floor Mean Roof Height Seoond Fbor Mean Roof Height Ridge Mean Roof Height 13'-O 22'-0" 20-0" FRONT YARD CALCS - NORTH (within 45 88) TOTAL POINTS REQUIRED (910 SF(15 SF) TOTAL POINTS PROVIDED (2) 8' ct Date Palm 90 pts (1)12 ct Fox -tall Palm 15 eta )3) 8'oa Japanese Blueberry 15 pte (2)8'. LiguseumTmee 10 pis REAR YARD CALLS • SOUTH (wlmin 25' eV) TOTAL POINTS REQUIRED (0 SFHSSF) TOTAL POINTS PROVIDED (1) 12 CL Adonidia Palm (2)12 41 FMell Palm (1) 14 oa MangoTrees (2)9' c1 Date Palm 15pts 30 pts 20 pis 90 pts SIDE YARD CALLS - WEST (within 25' sb) TOTAL POINTS REQUIRED (780 SFHOSF) TOTAL POINTS PROVIDED (2)14'oe Clueee Tree 40 pia (5) 8' ct Fishtail Mule Palm 100 pie SIDE YARD CALCS - EAST (within 25'46) TOTAL POINTS REQUIRED (728 SF/10SF) TOTAL POINTS PROVIDED (8) 8' C Are. Mule Palm Exist 160 pts (4) a' ct Fiehren Mule Palm 80 pts LANDSCAPE REQUIREMENTS SINGLE FAMILY -CORE DISTRICT- TOWN OF GULFSTREAM" FL A. TOTAL LOT AREA B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) C. TOTAL PERVIOUS AREA PROVIDED (A-B) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) E. AREA OF SHRUBS AND GROUND COVER PROVIDED F. NATIVE VEGETATION REQUIRED (Dx.25) G. NATIVE VEGETATION PROVIDED H. TOTAL TREES EXISTING ON SITE I. TOTAL TREES REQUIRED (A / 2500-H) J. TOTAL TREES PROVIDED K. TOTAL NATIVE TREES REQUIRED (H*I x .50) L TOTAL NATIVE TREES PROVIDED 15576 SF (100%) 8139 SF (52.25%) 7437 SF (47.75%) 1487 SF 2200t SF 372 SF 440t SF 0 TREES 6 TREES 22 TREES 3 TREES 5 TREES RAISED BULKHEAD - REFER TO CML ENGINEERING RATTED BULKHEAD UNE 1mmMONTTRIANGLE, Tm PHS 1 PV 18 JM 24 POOL BARIUM AT PERIMETEFLBY OT JM 1 50 AGV SAN 14 1111111111=IMIV4h1 `I' el ®� el!�1►'J`I Ir,i• OI•ftuirVEh 0 i iewr�n� LOT 9 BLOCK 3 ` BLIN ACK BRRIATPw — BY OTHERS FIS 6 .44 'ry� Obvir ass Coil. Lyle•1I�� I� {\I ]U W1VD . g ►4 C I L J m1j4 VE AGCESReo P: ERHc I 1 ;�a �"�� w.LEOcno�ir SANer.p' �� BREAKFAST Pf MASTER BEDROOM a �,��� �I MI LpGGI�.I �I - 0- - (W7rs T.w7� mim .. a 11E1I41 �MI iiiill:Pllizawill .�� �„ �RI�IM���MMMIMMt:Ie �I i/ 1: �i9y LIMMIBBRI mlia/ wlrYYUN PA IVA r��. ® 101=Miar'.1GvI�.11ll ;.. .: I n El El1Ja%I111111==m r�r -. • NA I lill ,17 mig , ) -as te, a'.4. eN' rail DMit ail ia PI LD SCHOOL RO 30.00 RIGHT OF WAY I 112a70RY I FOYER P1= If�l 4, iiiLseeeaasiueesea se^edlul�J COVE (PRIVATE) GRAPHIC SCALE (1 IN = 10 FT. Pm FENCE Nm wTE By OTHERS. RUNNNNOSoraiRRAc8EO Anew wi CSQ41ER COURSE MOE GREY/ SILVER COLOR. ON SAND BARE %= 11e/IPO4 L_ 1N1TRYNI LUApOD u�'t-131 I 5 ,�a, 11) `�i, CC ..r►;. PO44 litina ��lt:7 PLAYROOM I I s311 l/1 1_•- ) �r 11113 El br 'tIIIskiI I0 RN 0 AID fit:° PH G.SVMS TAGEe .•TGERED ERN 1ONSAND BOSE ®`0l0 ��El �d III! �"!& JARS :.TA 121 J 7� i i ij 7 / 4 I PoncEwN WOOD TILE DECK. qq V1%' 1 FaoR BY WIER J I PP 2 13 V 10 ���nL Y �i 1 f`? i 1 1, /At �iIiiliMMINIMS E. Si I ;( IIII 7M I BRI �w JAP 2 i I $ II LOT 7 8 BLOCK 3 1.1161.1 IAO(0. LINKFENNCE BARRIER Ai PERRETER BY OTNE T9-E1GST ARETA PALMS. 18'0A / TO REMAIN. SITE LANDSCAPE PLAN LCUIS IUAS VLAHOS LANDSCAPE ARCHITECT TREE SURVEY DATA SHEET Item# Species Common Name Species Scientific Name Qty Height Spread DBH Condition Notes Disposition #1 Indian Laurel Ficus Nltida 1 25'oa 20' 20" 50% In way of new construction, raise elevation remove #2 Indian Laurel Ficus Nltlda 1 260e 20' 20' 30% In way of new construction, mice elevation remove #3 Royal Palm Roystonea Elate 1 30'wd 16' 16' 75% In way of new construction, raise elevation remove #4 Royal Palm Roystonea Elate 1 30'wd 16' 16' 75% In way of new construction, raise elevation remove #5 Black Olive Budda Buceres 1 2SOa 25' 24' 75% In way of new construction, raise elevation remove #6 Mango Tree Mangifera Indica1 14'oa 12' 6" 80% In way of new construction, raise elevation remove #7 Mango Tree Mangifera Indica 1 14'oa 12' 6" 80% In way of new construction, raise elevation remove #8 8-Areca Palm screen Chrysalidocarpus Lutescens 8 16'De 12' 12' 80% Trim, dean and fertilize remain #9 5-Japanese Blueberry Elaeocarpus Dedpens 5 8'oa 4' 2.5' 90% Tdm, dean and fertilize relocate EXISTING TREE LEGEND # 12\ \ EXISTING SPECIMEN TREES TO REMAIN/PRESERVED EXISTING TREES TO BE RELOCATED/APPRAISED EXISTING TREES TO BE REMOVED/APPRAISED All existing trees to 50 appraised by Iisrensed erbodst per ANSI standards. All existing trees/ palms to remain or relocate must be protected by approved tree bamer See tree banter detail. All bees/ palm to remain or relocated must be Mmmed by liacensed arbonst per ANSI standards. All bees/ palms to remain or relocate must be fertilized w/ an all purpose time release fertilizer. DRIPUNE NO ENTRY N0 AGE NO DRIP UNE ENCROACHMENT BARRICADE OF ORANGE 'TEEN ' HIGH MSIBIUTY ♦' HIGj1 FENCE AT DRIP UNE USE 1 STFF1 PIPE /0550 SUPPORTS BURDYSPACINTOE SOILMAX A 5 OSIN.0l.e' DEPTH AN - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION - THE BARRIER SNAIL EXTEND TO THE DRIPUNE - THE SOIL WITHIN THE DRIPUNE SHALL BE KEPT FREE OF BUILDING MATERIALS - CLEANING OF ANY EQUIPMENT 'WITHIN THE PROIECRVE BARRIER 15 PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL Imd0SIGHT TRIANGLE, TIT 0 OLD SCHOOL ROAD 30.00 RIGHT OF WAY 2.00. T5A25'00 REMOVE NORTH ARROW GRAPHIC SCALE (1 IN = 10 FT.) LOT 9 BLOCK 3 PO CHAIN BV ENC POOL SWUM AT PE4' HIGH BLACK RIMETER, r Re0 REMOVE REEa 1 VOA vveit 15-0' L=P(LGATE 1 5 0 6 am • DRNEWAYI N p ) JJ p RE�UIRED FRONT)fiE1'tiAc .0 9 OFFICE ATHI M Cr I BATH k L_ IL j I sOR I II FRONT II I II PO II I II / II I HISS �HE0.5 L ��� STAGGESERIES RED PATTEER`N. COLOR. ON SMIS BASE FIN. MASTER BEDROOM DEpDRATNE PLANTER • BASIN 1' \ DRIVEWAY 30`IfMR000IREO FRONT SETBACK 717 TRELOCATE sTANESE BLUEBERRY. a 2.5 GARAGE •• 1!I G ) II [STORY I I \/C_ , T FOYER ..__ ill, KfTCHEN II I J OD �/ ILL ✓ I t:. 9 ROOM 0 NAVD L El �sANTRYT.1 �s141F111 CABANA LOGGIA 8.5 NAVE) BREAKFAST' 5a-0' REOIJIRED REAR SETBACK I- 1 \7 vy 1 a 4 #.s \v/ ENE BULKHEAD - REFER TO CIVIL ENGINEERING 1 PLATTED BULKHEAD UNE Y POOL DECK -{ REFER TOL&DWG'S r PLAY ROOM I L J 50-0' REQUIRED REAR SETBACK 1 H POLE WATER VALVE +EH • TP a f 45 RGAolocaA RS, 7 CAW 00.1. PAVERS IROWS. BONASTAGGERES EPATTERN ER COLOR, ONS NO BASE GRFYISa ' J WO' 0 CV- 4RT ACCESS. / CAST STONE PAVERS,z' ba \ LIMESTONE Rra91 \ erceAss STRIP AS IMONN \ \ ON SAND SAS4 • POOL SHOWER • GATE 8 UM< FENCE BARRIER AT BV OTHERS TFa ip awl �a3 SHELLOUt MILES 'TAN' CONC. ON SAND BASE y \?ECORATAE PLANTERS PORCH LAIN WOOS TIM OE, RV WINER 1 \; 30-10 LINE 100.00 .� PROPOSED DOCK ,�+. . P.vx PENCE AND GATE 30-0' COVE (PRIVATE) REMOVE 3P-Y r— r ARE. PALMS.18OA sT aoru PALMS, as WO. 10 15 RC TREE SURVEY AND DISPOSITION PLAN LOUIS IUAS VLAHOS LANDSCAPE ARCHITEC #6666877 C #26000319 REV. NO. DATE JOB N0: DRAWN BY: UV DATE: 05.22.20 SCALE: 1 ^ = 10' SHEET NO. LP-2 0 Q DO NOT CUT LEADER Q PRUNE DAMAGED OR DEAD Q GENERAL NOTES: 23. All new plant material shall be guaranteed for 1 yer from time of 0Id acceptance of project. My plant material not In a healthy growing condition will be replaced by the QO Q WOOD NQNGAASLD PRIOR Q�1 ° ' BY LING DIRECTED SEE NOTE Contractor at no additional cost to the Owns within 10 days f notiflolion. For all material, the warranty shall be extended an ltwh �Q BY THEN 0 LANDSCAPEE ITECT rr1��QD 01/, 00 QO ': 1'I rlrl DOUBLE S7RAND/12 GAUGE N1RE `0 / / 1 / W1111 3 4'0 RUBBER ROSE. // 1 / / 8l 3 PER TREE AT EOUAL SPACMG. / 4 rl Ir /• /• ,/P ',tell/ % 1AI %% / /A/ r 1 ,1 1 1 t' /1 , p� ,p 0 000,100e 9 11 �' W 0� Qf� a0 0 0 00 0 MULCH 3' DEEP .i d Oo 0 0 a0 0 / 0" �A 0 0 S00 . ,,, �{(� / ( �E�) 0„i �. `I Y) 0„i ( _ ) ` 1and PLANTGrades andard for Nursery plantIAL: Au material tof a the state of Florida, Depaad be Florida All or rtment tter sof Agriculture. 2 All trees, shrubs and dcovsa shall be of the sizes a fed in the Plant List. groan s specified 3. Quantities listed on the the Plant Llat are for estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shill be Included In the unit cost of the plants. plant period the s aignart resultofperits od.handfvoidwhich is adamaged d 00 WliWarranty isd nonull f rgpltn t material Inds exceeding 75 mph defined by the Miami Hurricane Cents. All trees that lean are blown over, caused b Ida less than 75 mph. will be reset and braced b the Contractor Y curs P Y no additional coat to the Owns. 24. Type 'D" curbing and wheel elope shall be provided In the V.U.A. Refer to paving and 0 0 / MULCH, 3' DEEP R `AI •/ p0 1 0 /1 G /+4' \ /g j BACKFlLL MIX �I II AS SPECIFIED 4. Where there is a discrepancy either in quantities, plant names, sizes s specifications t lid, a between the plan 0 plant list, the plan takes pr«edence. drainage detail sheet for detail of type "D' curb and wheel stop. 25. The cucceaeful bidder shall fumleh to the Owner a unit price breakdown for all materials. 3' BASIN FOR WATERING. SOIL 5. All planting beds and water basin. for trees shall be covered with a 3' minimum depth of 'B' The Owner may. at Its discretion. add or delete from the materials utilizing the unit price breakdown ORANGE MARKER j 1/2%2' FLUORESCENT •SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1CR FROM BASE OF TRUNK/BALL TRIM 1//3 FROM CROVM, WIRE BASKETS REMOVE 1/2 FRW! TOP ON BALL AND ALL SYNTHETIC BURLAP S �, YO BE REMOVED COMPLETELY / 2"x2Ix2' STAKE. TOP G BE %'111% 2' MIN BELOW FINISH GRADE BACKFlLL YAM PLANTING SOIL SET ROOTBALL ON UNDISTURBED 501E *TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS 4,EXISTING �O tr, NOTE DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE W1LL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT OVER LAP ONTO SIDE SIDEWALK STRUCTURES. PAVED AREAS, ETC. shredded eucalyptus or other organic mulch grade or better. 6. The Planting Flan shall be installed in compliance with di existing City codes and applicable deed resWctbnS 7. SOD: All area of used for buildings, vehicular use areas, walks or planting beds shall be gs, yam g ears greased. Greasing shill ertand to any abutting sires! pavemen! edge and to them waterline of any abutting canal, lakes waterway. Sod to be grade A' weed free. All area marked Lawn shall be St. Augustine Floratam' solid sod. The Dry Retention area shall be 'Bahia Grose" / 'Paspalum Notatum'. MI sod shill be set level tight and oven along planting beds. Landscape contractor la rospona@le for prodding their own square footage takeoffs and field verification to provide 100% sod coverage of all areas specified 8. PLANING SOIL All trees and shrubs Mail be planted with a minimum of 12" topsoil around and beneath the rootboll. Minimum topsoil shill be 6' for groundcover areas, 4' for seeded gross areas and 2' for sodded grass areas. 9. Planting son to be a weed -free mixture of 50% sand, 40% muck. and 10X Canadian peat. 9 submitted. 26. No t material will beaccepted ehowin evidence of cable, chain marks. equipment ors. pan 9 Amen « or otherwise damaged. 27. Plant material will not be accepted when the ball of earth surrounding Its roots has been crocked, broken or otherwise damaged. 9 28. Root -prune all trees a minimum of (El) weeks prior to planting. 29. Tree 1 shall be positioned to meet in the center of treewell and have uniform o grates poor spat ng around outside etlgea of castings. Install grates where indicated on plans flush and leveled with surrounding pavement surface. Install steel angle frame. In concrete flush and leveled with surrounding paving surface, maintain flush and leveled at all times. 30. Ail landscaped areas will be Irrigated by an underground. automatic, rust -free irrigation system providing 100% towage and 100% spray overlap. The system shd1 be maintained In 90 working order and designed to minimize water on Impervious aerdees and not ovsrepray 00 walkwys. A taro sensor deviceoccurrell be installed to override the irrigation cycle of the system when adequate rainfall has ed. LARGE TREE An plant material to receive planting soil as per details. Plant!.solibark Al for all arcaa.ed Dote Palma. Coconut Palms. Royal Palms and Lido. shall be backfllled with BO% sand and 20% 31. Hedge material shall be planted egad to the height of all aumpaters, transformers. (2" cal. and over) PLANTING DETAIL SHRUB/ GROUNDCOVER SPACING DETAIL muck 0% s with t time f soil nt' of rock and debris Rrxn9ninNllea soeriea shall bp trarkfllled withmix,.wiattimedalfrpe mechanical equipment and other ground free-standing utility equipment or enclosures. 1 !1 ,,Qpyl•'1, (J•,10 1 I, 6Qo BULb 8 OBL STRAND N0.12 GALVANIZED WY WORE (MIN. 3 PER TREE) RED PUGGING TAPE ON BRACE (3 PE THE STAKES (3 PER TREE) 0 °0 111/Ill 110 , i„11Qf�1(�� /,1 1 QoQ cb (uOij/ `V`!) 0 " 1 1 1111 •,. PROTECT TREE VA0H 3/4"0 11 RUBBER HOSE }' DEEP LAYER OF APPROVED MULCH BACKFlLL VON PUN11NG SOIL SOIL BERM FOR WATERING BASIN PLANT MATERIAL SHALL NOT BE , 'III.. PRUNED PRIOR TO INSTALLATION. 3 DEW LAYER , 0•, AFTER PLANTS HAVE BEEN INSTALLED, APPROVED MULCH I �/'Q EACH PLANT SHALL BE PRUNED .yl0 , 00 l I • FOR UNIFORMITY. BACKFlLL VAN PLANING • I11'I I I j 0, , •III• SET TRUNK FLAIR 0R TOP ROOT 0'-1' ABOVE Il"1� ��1 1 "Ij '.1'I SURROUNDING FINISH GRADE. �, !1'In� ( 10. Contracts Is re Ibis for determining all utility locations and installing facialea so as to spans g y 9 not conflict. NI damage t0 existing utilities or improvements caused by Contractor shall be repaired at no additional costo the Owner. 11. Contractor to notify 'Sunshine' at 1-800-638-4097 (48) hours prior to digging for underground utility locations 12. Contracts shall be responsible for prodding final grading o} all associated planting seas. 13. After final grade, area to be raked to 6' depth and all rock and foreign Inorganic materials removed and disposed of properly off-slte. 14. All planting holes to be hand dug except where machine dug holes Mil not adversely affect or damage utill6ee or improvements (see note 8). 15. No plunging of any !roe or palm will be accepted. All plants to be planted w/ trunk flair or surface root 10% above grade (per City requirements). 16. Contractor shill stake & guy all trees and palms at time of planting as per the 32. All plant material planted within the sight distance triangle as (see plan) a ill provide obstructed cross -visibility at horizontal level between 30 Inches and 8 feat above decent street grade. 33. No canopy trees Mail be planted within 15 feet of a light pile. No palm species shall be planted within 6 feet of a light pile. 34. Ground coven plantings shall provident less than 75 percent coverage Immediately ups planting and 100 percent coverage within 3 months after planting. 35. Tree protection balcades shall be provided around existing trees that may be Impacted by the proposed construction. Prior to any construction a tree protection barricade Inspection Mall be conducted by the landscape rchltect. owner or governing municipality. Refer to landscape detail for tree preservation barricade fencing. 36. Tree removal/relocation permits must be obtained fs existing tnxs to be removed or rel00ated. 37. In all pedestrian areas. all trees and palms shall be maintained to allow for clear passage at an 8 foot dear trunk _ -II \ - = ` -!L� rr `� \_ tr 1'11''�_ '� appropriate detail. Contractor is responsible for the maintenance and/or repair of all staking and during warrantyriod. guying 9 pe p� r any discrepancies 38. Quantities shown on the plant list take precedence over n dacr between the plans and plant list. STAKES TO BE 18' • SOIL BERM FOR GRANULAR Fl III=-1-1 - iI WATERING BASIN 17. All Islands measuring less than 11 feet (Induding curbs) due to timing radii BELOW PIT IN EXISTING SUBGRADE GRANULAR FILL MATERIAL OR DUSTING GRADE MATERIAL, OR I EXISTING GRADE I I-11I-I �: - parking requirements shall have root barriers @stilled against the full perimeter of the island. All Ibnerotk shall be excavated from Islands to a depth of 2-1/2 feet and backfllled wllh the }g, proposed bonne shall not exceed ° }:1 elope. 40. All plants are to be top dressed with a minimum 3" layer of Maleleuca mulch, Eucalyptus UNEXCAVATED 2x ROOTBALL SIZE specified planting mix. mulch or equal. Mulch 18' beyond plantings. FOR SUPPORT •SET TRUNK FAIR OR TOP ROOT 0-2' ABOVE 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 CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 1/2 FROM TOP W BALL AND ALL SYNTHETIC BURLAP TO BE RE]AOVED COMPLETELY 18. Fertilizer for areas 0d1 be NPK 16-4-8 0 12.5 Iba/1000 a.f. or 545 Iba aero. Nitrogen 50% slow rel.ae form 6t fertilizer to include secondary micronufrlente. / 19. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing dor to Installation. An discrepancies between spec g P y repanc ea pale, site and specifications shall be brought to the immediate attention of the Architect, the owner and The Town of Gulfstream. 20. WATERING: All plant material shall be watered N at time of planting in .cordons with 41. All Landscape areas are to be provided with automatic sprinkler system which will provide 100% coverage and 50% overlap. All Irrigation fittings and head connections will be purple pipe, Sdn 40 PVC 42 Trees In Lawn a ore to r«clue a 24' diameter mulched saucer the base of the area c° trunk. 43. Rain sensor is required and shall be no over spray on any walkways or sidewalks. MULTI- TRUNK AND SMALL TREE (2 cal. and under) PLANTING DETAIL SHRUB PLANTING DETAIL standard ial comp10600 and as naddition, therreeaRaertfor a01 periodue of2amonthsof plant material until p ppena 21. EXISTING MATERIAL All exlating material shall be brought to current city code standards. all hedges be 44. Contractor must obtain landscape. Irrigation and tree removal pertnit°. 45. Trees shall be planted 4' from all underground utility lines . Written approved will be obtained from all utility companies for the proposed trees In the landscape easements prior to 'SET TRUNK FOUR OR TOP ROOT 0'-2'budding ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK/BALL TRIM 1/3 FROM CR01111, WIRE BASKETS REMOVE existing must continuous as required. 22. DRAINAGE EASEMENT: Written approval must be obtained from local water management district prior to planting within the drainage easement. permit and approval from the Town of Gulfstream. 46. Landscaping to be clear 7'-6' of front and °Idea and 4' baiting di fire hydrants, typ. T02BFROM TOP EE REMO400) CO BALL ALL SYNTHETIC BURLAP *TREE SUPPORTS TO BE REMOVED IN 8 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE NAIL BRACE TO 204' WOOD BATTEN RED FLAGGING TAPE ON BRACE • " - `Z METAL STRAPS SECURING 2''x12' WOW BATTENS x4 (3 TOTAL) • MIN 5 LAYERS BURLAP 11. DRIPUNE O _ 3' DEEP LAYER APPROVED MULCHH ■ r BACKFlLL WITH PLANING SOIL NO ENTRY NO STORAGE NO DRIP LINE BARRICADE OF ORANGE = ca SOIL BERM TO HOLD WATER , ��- 2'z2'x4' WOOD STAKE ENCftOACMMENT a .. MESH TENSOR" VISIBILITY 4' HIGH FENCE AT DRIP LINE FENCE SUPPORTS Z �_ SPACED 5 APART �- . IL"/1IIATio,ftLI:N / fAVi 1/1.11 II. �-NR,- GRMAANULAR TERIAL ORLL 5041 5Y FOOT PAD F•-�..:?II�II \�r.uI���,I.�I_'L. 1 EXISTING GRADE SUCH SOL CONDITIONS J�_ �I. SUCH BE SAND. BURIED v.II.�IL=.I� I-IIIL - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION - 101E BARRIER SHALL EXTEND TO THE DRIPUNE. - THE SOIL WITHIN TIE DRIPUNE SHALL BE KEPT FREE OF BUILDING MATERIALS pwo I I II1R1 .11 3 FT. BELOW GRADE ==.II.=.IIII�i-II�II=I UNE%CAVATED FOR SUPPORT - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED az� ��V PALM PLANTING DETAIL TREE PRESERVATION BARRICADE FENCING DETAIL � J11��/j �` V/s , ,p 0 ! 00 ocQll1 ",,,'r �aOQ',10^0� 1l, Ij .,,9,.,„ 11 k' 1 DBL STRAND NO.ii GALVANI2E•r 1 II •SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK/BALL 1 TRIM 1//3 FROM CROWN YWRE BASKETS REMOVE D/ , ' 2 EROM TOP OF BALL AND ALL SYNTHETIC BURLAP ,1hBEREMOVED COMPLETELY VV({NY�VO00077pp 1. / Ll Ii' PROTECT TREE 1WTH 3/4-0 1 It �' ll I RUBBER HOSE 3' DEEP LAYER OF �� y ��Ij l Ate..„,„ A1�...�.), y: t =7 �% /� V 1u1// (f ocop j1/�(j' o�IVwU)j [i Stream, FL / RED FLAGGING T ON BRACE �� Il 1r I Ix o APPROVED MULCH BACKFlLL WITIi PLANING SOIL SOIL BERM FOR WATERING BASH a (9fE NM sER moo ;� 2'x4'XB'-0' ST 'III•-..=11, - gg II=11q =II=11= II=1 11=-II=11- 1=11�i1-11=11-11 =11=11=II=11= 'II -II- It IIR II=11 -11 • STAKES TO BE IB'-II--..11 , `'s- I�.=I�? .w_� `II=.r 1- . �l=�I-II- ID/��_4 5II.--.I - GRANULAR FILL r all) 11=11 (10442. uss. -, �) BELOW PIT IN E)0$IN SUBGRADE u- ,, _ kkR1A77EERRIAL ooft i AP �= III EXISTING G ADE i - 1 ►,,, NOTES'ONE sunshine state I= UNE%CAVATED CALL FOR SUPPORT ,col MOOT MONOla MALL IL a' NWY MOM su MY OMITS nEtheNUKNo ewuNa m NOTES: a raa f1orida 'PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL •TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR AT 111E SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS AT THE BOTTOM/DEPTH PER CITY REWIREMENTS TO IMOOLLOO. l ROOT e uP m moan GAGE axMflrs SXNl of MOM ]e' OQP. 00.00yfD Pwmllaia NaIQ S y F OTOIED BY I nzmz a"wetly aIa>_ er x'v'vnS 0 a�' . of �� Know what's below. CaII before wOL Moo n. stae.u,nx aamwa.aw a..aasa Q�'dig , SMALL TREE (2 cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 LOUIS II.IAS VLAHOS LAN • .APE ARCHITEC. ISHTAIL PALM, SCREEN EXIST. FICUS HEDGE CYLVESTRIS DATE PALM LIGUSTRUM TREE GROUNDCOVER PDDOCARPUS PRINGLES EXIST. ARECA PALMS. SCREEN, ALEXANDER PALM, SGL. PODOCARPUS HEDG ALEXANDER PALM, TRPL OXTAIL PALM, TRPL CYLVESTRIS DATE PALE ai P ANESE BLUEBERRY ..o'TM= b ODOCARPUS HEDGE FRONT -NORTH ELEVATION SCALE: 1/8"=1'-0" IST. FICUS HEDGE JAPANESE BLUEBERRY TREE SYLVESTRIS DATE PALM FISHTAIL PALMS FISHTAIL PALMS, SCREEN FISHTAIL PALM, SCREEN OXTAIL PALM, TRPL ONTGOMERY PALM, SGL CYLVESTRIS DATE PALM ONIDIA PALM, DBL 00, IST. FICUS HEDGE IST. FICUS HEDGE EXANDER PALM, SGL JAPANESE BLUEBERRY TREE SIDE -EAST ELEVATION SCALE 1/8"=1'-0" ONTGOMERY PALMS GO TREE CAF ISHTAIL PALMS T.0 SE..3 FLOOR IST. FICUS HEDGE MOH FLOOR JAPANESE BLUEBERRY ODOCARPUS HEDGE REAR -SOUTH ELEVATION YLVESTRIS DATE PALM IGUSTRUM TREE ODOCARPUS HEDGE ROUNDCOVER SHTAIL PALMS ST. FICUS HEDGE LUSEA TREE FOXTAIL PALM, SGL. IST. FICUS HEDGE YLVESTRIS DATE PALM SCALE: 1/8"=1'-0" OXTAIL PALM, TRPL ONTGOMERY PALM LUSEA TREE ODOCARPUS HEDGE SIDE -WEST ELEVATION SCALE: 1/8"=1'-0" IRRIGATION NOTES: NOTES Automatic Irrigation System Water Demand Zone 1' water meter, 25-30 GPM 6p 45-50 psi w/ RPZ ber.Mbw prevented vacuum breaker, end ET manager Inground moisture sensing device GENERAL System shall be installed in accordance with local codes. Contract drawings and Contract specifications. Inigatbn design based on Majestic Views, dated 05.22.20, Contractor shall refer to the landscape plan to coordinate sprinkle location and pipe routing with new and existing landscaping. The purpose of this imgain plan is to show sprinkler locations for new location s for new landscaping. The Contractor considering the size of the source, the location and size of piping. and the size of existing valves shall zone system in the field. Contactor shall adjust sprinkler locations to Insure proper coverage in common areas between new and existing landscaping. In -ligation contractor to provide 100 %coverage with a 50% overlap and as built drawings. Irrgation plan is for bid, permit purposes, and shall not be utilized as a construction document Irrigation contractor will provide shop drawings and product specifications (cut sheets) and installation documents, to the Landscape Architect for review, comment and approvals. A licensed contractor who Installs or performs work on an automatic landscape imgation system must install system per manufacturers apedfications and test for the correct operation of each inhibing or interrupting device or switch on the system. If such devices are nol Installed, or are not functioning properly, the contractor must install new devices or repair the existing ores and insure that each Is operating properly before completing other work co the system. All contractors performing work on ingation systems within the town shall be licensed or registered under F.S. ch. 489, and shall hold a municipally -Issued license or business tax certificate that permits work on imgation systems. PIPING Pipe shall be Installed in accordance with local codes and pipe manufacturer's recommendations. Pipe routed under pavement and patio shall be sleeved in SCH 40 PVC. Contractor shall utilize existing sleeves. Main line shall be scheduled 40 PVC. All pipes shall be type 1120 PVC. Lateral sized 1' and larger shall be SDR 245 Class 160. Laterals sized }'shall be SDR 21, Class 200. Pipe shag be Installed so baddill depths are maintained at 18' for the main line and all lateral noted under pavement, and at 12' for all other laterals. Backfill shall be of suitable material free of rocks, stones, or other debris that would damage Irrigation systems components. SPRINKLERS Sprinkler locations shall be adjusted for wind, landscaping and mounding to insure proper coverage with minimal undesirable overthrow. In order to prevent overthrow, low trajectory heeds or low volume water distributing devices shall be used when Irrigating confined areas. No more than ten percent of spay radius shall be allowed onto impervious areas. Sprinkler heads irrigating lawns or other high water requirement landscape areas shall be circuited so that they are on a separate sector from those imgeting trees, shrubbery or other reduced water requirement areas. Pop-up rotors Rainbird S700.PR5 series w/ adjustable nozzles or equivalent, 25'<0' radius. Pop-up mistheads Rainbird 1800-SAM-P45 series w/ R-13-18 rotary nossles or equivalent, 12'-24. radius. Shrub type mletheads shall be installed a uniform height of 6' above plant malarial and shall be beefed to be concealed from view and inaoceasable from traffic. Rainbird XPCN- Xen PCN series nozzle, 2 5' 8 4' 1/4. 12 or full spray on Xen-pop 4-6' pop-up or SCH 80 riser as required. Ralnbird Xen Bubblers shall be Installed on SCH 80 risers to the best height for the most effective irrigation of the plants to be watered. Bubblers are requited for trees and palm. All SCH 80 PVC risers shall be painted green to blend in with pant material. All sprinklers located adjacent to pavement, walkways, patios. etc., shall be installed from the edge to minimize the dance of damage to vehicles, pedestrians and lawn maintenance personnel. Pop-up heads shall be installed In 6' and shrub type heads shall be installed in 18'. Adjustment features of sprinklers specified shall be utilized to insure proper coverage while minimizing overthrow. VALVES Rainbird 100-PGA 1' angle electde valve w/ pressure regulator or equivalent, with tinier and rain sensor device. WATER SOURCE 1' water water meter, 25-30 GPM (45-50 psi w/ backflow prevented vacuum breaker. and ET manager inground moisture rising device and pressure regulator as required and approved by City of Delay Beach. All connections and installation of backflow shall be made by a licensed plumber. CONTROL SYSTEM Rainbird ESP -MC series automatic outdoor controller will be exterior wall mount or equivalent w/ Rainbird ET -Manager in ground soil moisture sensor. Verity location of site. Rainfall or moisture sensing devices shall be used to avoid operation of the system during periods of increased rainfall. Evapotranspiration -beard (ET) controllers are recommended but optional on any automatic landscape irrigation system will be installed per manufacturers specifications. All electrical connections to be made by a nacensed electrician. FLOW 0-3 3-9 10-16 17-26 27-40 40-60 PIPE DIAMETER (INCH) 1" 1j 1? 2' Automatic underground irrigation with Rainbird ET -Manager in ground sail moisture sensor shall be designed and installed in compliance with the South Honda Building Code and city rode requirements. The system shall provide a minimum coverage of 100%with 50%overlap. IRRIGATION LEGEND: Ralnbird 100-PGA, 1" electric valve or equivalent. Rainbird ESP -MC series ET controller exterior wl Rainbird ET -Manager in r. ground soli moisture sensor shutoff device as required. Locate on site. Sleeves, SCH 40. Q Ralnbird 1804-SAM-PRS 4" pop-up , w/ appropriate R-13.24 rotary series nozzle, • 13-24' radius and appropriate MPR 8-15 series spray series nozzle low trajectory or equi • Reinblyd XPCN- Xeri PCN series nozzle, 2.5' & 4' 1 /4, 1/2 or full spray on Xeri-pop 4-6' pop-up • or SCH 80 riser es required. Rainbird Xerl Bubblers, install 1,1 per size of ball of tree or palm if required, • verify after trees and palms have been Installed. Bubblers are not Indicated on plan uewwuaMain water Ilne, 11/2- schedule 40 pvc. eIndicates Zone/ GPM. 1" water meter, 25-30 GPM @ 45-50 pal w/ Watts 800 RPZ backflow preventor/ vacuum b and ET manager Inground moisture sensing device and pressure regulator as required and approved by City of Delray Beach. NORTH ARROW 1a.,a SCHlr0a E.TVP. 1" WATER METER W/RPZ BACKFLOW I" VALVE 1113/ LOT 9 LOCK 3 "T"` eARVeni OTHERS I 1 L 0 NIGHPOOL SARRE.-PE RAISED BULKHEAD - REFER TO CIVIL ENGINEERING PLATTED BULKHEAD LINE - LO 101 • OLD SCHOOL ROAD 30.00. RIGHT OF WAY GRA HIC SCALE (1 IN = 1G FT.) Il o re �s A P' • ER YLINE 30'-0' REQUIRED FRONT SETBACK OFFICE MASTER 1 BATH I I I I L_ J - Lsnd1CCRSVNETIT edellIOt PAVERS, STAGGERED PATTERN, VW/ COLOR. ON e' • ATeBLEC15N SAND MASTER BEDROOM 19 19 51Y-0`i1.EQJIRED REAR SETBACK " VALVE O �.. ".LU.I CATCH BASIN 11/2" MAIN LINE DINING 70 NAV0 1pa' I PEpL DECK REFERr IA r810 e'u _ I I 13° �' 1 �o 4 SUNSFELF 4 - 'e I I SPA 1 rD PROPEF_ LINE OVE KM CHI • 11 0 PLAV ROOM 1 REQUIRED REAR SETBACK CAST STONE PAVERS, � LIMESTONE S, o AS BROWN ON SFLPGRASS AN D SASE ANG GATE 7 POLE S WATER VALVE CART ACCESS • DI J +FH VALVE ROADL ATULAITIL PA 12,17 C CORAL PAVERS RUNNING wrr coLoCOa.0vEDGD E L OT 7 LOCK 3 . ,i — rr9C0 m0M tero aE i oNVBASATTERN. E COLORDECORA e; PUN -TORS DICK I \\ J SITE IRRIGATION PLAN LOUIS ILIAS VLAHOS LANDSCAPE ARCHITECT LANDSCAPE LIGHTING LEGEND: • (6) Inground 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 6651-30BZ, 3000K Pure White. MI Bronze on Aluminum. See specification sheets for ordering that accompany the Landscape I Ilumination Plan. All lighting fixtures to be mounted on Rocketperrna-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 Electrician to provide all wiring and connections. 65"o I 5ve' WAC-ACCENT LIGHT SOALE NTB. WAC-INGROUND SPOT LIGHT SCALE NTS. LOT 9 BLOCK 3 4' HIGH BLACK CRAIN LINK FENCE' POOL BARRIER ATP •T • BY I I' HIGH BLACK CRAM LINK FENCE RAISED BULKHEAD- REFER TO CIVIL 1 ENGINEERING PLATTED BULKHEAD LINE —j OLD SCHOOL ROAD 30.00' RIGHT OF WAY vERS.:AE,ENED PPATTECERNN,, IVORY COLOR ON SAND BASE, IN. SELECTION BY F MASTER BEDROOM SUNS ELF 1 I DINING 7.0 NAVE/ I J LOGGIA 5.5 NAVD 30'U' COVE (PRIVATE) -0`REOUIREDFRONT sETBA 2.5 CAR GARAGE KITCHEN BREAKFAS LIMESTONE FINISH Wi 4-601,SS STRIP AS ON SAND SAS, URT.ACCESS. POOL SHOWER U PROPOSED DOCK b 1.r. FENCE AND GATE BY OTHOiS. NORTH ARROW RAPHIC SCALE (1 IN = 10 FT.) ROADL RUNNING BON LOT 7 BLOCK 3 BY OTHE PORCELAIN E CECK COLOR BY SITE ILLUMINATION PLAN SCALE 1•=10' " LOUIS ILIAS VLAHOS LANDSCAPE ARCHITEC Lewis Residence 520 Old School Road, Gulfstream, Florida. IOW 0'SIGHT TRIANGLE. TYP FICUS GREEN ISLAND ADONIDIA PALM, DBL SNAKE PLANT JAPANESE BLUEBERRY VARIEGATED WTTOSPORUM PODOCARPUS HEDGE LOT 9 BLOCK 3 AGAVE ATTENUATA VARIEGATED /IMPERIAL BROMELIAD FOXTAIL PALM. TRPL MINIMAGROUNDCOVER OLD SCHOOL ROAD 30.00' RIGHT OF WAY PODOCARPUS PRINGLES,DWARF SNAKE PLANT EAST PALATKA HOLLY 1111111111111111111111101112111111111111111 . I. ,c:l.� s.. � „,..rr.r■rL■rrrlr■r.rl. ii+* �(1J �n/ii/uur� •( ) + > i 4'. •�y�IO�,,I,j�' ���,���...iiiK r •1, �u� �IM/ ��l ii'i� I,�4 �I4..IA�:yIi�IOiv��• s//i °...�IJ wA�wrA.�:;S;s% SNAKE PLANT EMI v/■ouo//uuuueGNU//P/uI/oo/u/uuuuu///uuuo/o/ j� hR1i v/u/uuu/u/uuwn■u/�u/ru000uouuu//�s/tuomom wAelik thjell ii1�' „�i �� ■. v! 1 uN, �/! uu/tt.u/ttuuu/// uui�. I �� - .KL �, fY1YYiYr mutm//uuuu vu/► 'O„+�IIT�f����y'•; ��gam v�Iw I�4� IRRP!rR!!**!.1!ll�4•�nl� \//.� �... s.:.a�• 1 - - ' 1i "4: ��I •J ...i.JLJJV+M,irLLiiu ► l vj. wow rainy .0, ArrL .i.nor- iL-/-ru■u/./.uu...l},.'8■►gplI,�B • N'HIGH BLACK CHAR LIKFENCE POOL BARRERAT RV O'REM EXIST. FICUS HEDGE. BOA FISHTAIL PALM, MULTI, 16.18 OA PODOCARPUS PRINGLES, DWARF EXISTING FICUS HEDGE DWARF CLUSEA CLUSEA TREES JASMINE MINIMA JASMINE MINIMA, LOW GROUNDCOVFR FOXTAL PALM, TRPL OMEN BLACK CHAIN LNK FENCE POOL. BARRIER AT PE7RERBCBY YUCCA ElEPHANTIPES DWARF CLUSEA BEGONIA WHITE RAISED BULKHEAD - REFER TO CIVIL ENGINEERING PLATTED BULLHEAD UNE DWARF CI URFA LOW GROUNDCOVER oar- AwiL� �/�le�elPe.rrn i ■//-vm ►.aR71= FM ;nu gpio 11111krAll I_.7 m_.I_IijiiGlmnainewmmmmimnoIN''���,1 a iil: ra-icIwo '►�' �F����I �1 WATER VALVE 4FH PODOCARPUS HEDGE SYLVESTRISI MEDJOOL DATE PALM HIBISCUS WHITE OR VARIEGATED PITOSPORUM FICUS GREEN ISLAND GROLPNDCOVER ROAMER* A UN PAVERS. 12Y1T COLIC CORK PAVERS MINING BO t.6TABO/RED PATTERN W/SMOLDER COURSE EDGE GREY/ OMR COLOR. ON BAND EASE FICUS BRN ISLAND JAPMESE BLUEBERRY VARIEGATED PITTOSPORUM PODOCARPUS MAKO EXIST 'CUS HEDGE, 8'OA LOT 7 BLOCK 3 FISHTAIL PALM, 16'OA, MULTI C MOH SLACK OHARA UNE FENCE FARMER AT PERT ER BY OTHERS 'i1 s w AQONmIA �/;.� P .� I 3 ', i1 41f,*141, Fr �- .a.ay.nw,- cc 19 1LI i IE r +' IRCC�� L. f,41V..c�_Ni Oii { 0i.. III �i-uu �.� POOL • _:: HIP � imi i ,k G�Pf yr. v'7� '0�� 1F.,7 ,, Ri 7 �� i ►Bi.,Iv �✓IO.��LI a 1__■_11_11��__I__I_.. tea•, <IJ, _K_�__L7.__�K__�1_I■ - flY --;I CA9TSTOAEPAVER&'•C�4 • I �F. PI oil: L I 4ar,R y: . WI la®rar�n� teiia®�®®1 �w�1- LAR A '_tom .Yiiazarta- . _� �■f1iNI kiiiilk GII i;71\\1'�'\snvESTRIsr •• vi1■■ot DATE PAUM _I■.. COVE (PRIVATE) PODOCARPUS MAKI, 3-4' FOXTl6L PALM, SGL 16'OA FICUS GRN ISLAND ORAW3E CITRUS TREE 3HH1A$K SERIES MOP CONC. PAWRffi STAGOEREO PATTERN. ON SANG BASE TILE RANTERS PORCELAIN WOOD TILE DECK. DOLOR BY OWNER i i 1 FOXTALU PALM, SGL. 14'OA /\ F=\ WHITE BEGONIA ROEBELLENII PALM, TRPL, 10'OA PODOCARPUS PRINGLES, DWARF IMPERIAL BROMELIAD 8•EOST RECA PALMS, 18'OA 1 TO REMAIN. Landscape plan Scale: 1/16=1 —0 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) IIn 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: Gulf Stream Core Ocean West Beachfront North/South Place au Soleil Maximum Second Floor Area .50 x first floor area .70 x first floor area .70 x first floor area .50 x first floor area .50 x first floor 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) i " 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. Richard Jones, MA Principal Richard Jones ARCHITECTURE 10 SE First Ave I Delray Beach, FI 133444 E'F=t Avernlee 4 Old SChoo!SCM3rt; Office 561.274.9186 1 Mobile 561.706.8706 richeriarchitecture.com i www.riarchitecture.com Fle,ase coif ens i;orirnept k etorc r��aE E tdt 5 c rrzr�� 2 LEGAL DESCRIPTION Town of Gull b' 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. ZONING - RSC FLOOD ZONE - ZONE AE (6.00' NAVD) ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STYLE COLONIAL WEST INDIES 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% SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30'-0" 34'-3" REAR SETBACK 50'-0" 66'-8" 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 EFFECTIVE LOT AREA FAR CALCULATION 1ST FLOOR LIVING CEILING OVER 15' (DOUBLE) 2ND FLOOR LIVING 1,362 / 3,799 = 35.8% 1ST FLOOR COVERED (PORCHES, OVERHANGS > 2 1/2") 2ND FLOOR COVERED AWNINGS > 3' AND SCREEN ENCLOSURE (AT 50%) GARAGE OUT BUILDING FLOOR AREA - PROPOSED FIRST 20,000 x .33 OVER 20,000 x .20 ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL W/ SPECIAL EXEMPTION OF 153 SQ. FT. 16,000 SQ.FT. / 0.367 ACRES 15,576 SQ.FT. / 0.357 ACRES EXISTING 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 5,140 SQ.FT 0 SQ.FT 33% OF 464 SQ FT. LOGGIA = 153 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 2,734 SQ.FT 163 SQ.FT 1,306 SQ.FT 382 SQ.FT 82 SQ.FT 0 SQ.FT 599 SQ.FT 0 SQ.FT 5,266 SQ.FT TOTAL HARDSCAPE AREA 8,139 SQ.FT REQUIRED LANDSCAPE AREA (LOT SIZE x 40%) ACTUAL % LANDSCAPE AREA 6,230 SQ.FT 7,437SQ.FT 2,734 SQ.FT 163 SQ.FT 1,306 SQ.FT RECE VED 4 AIN 520 ream,`1 382 SQ.FT 82 SQ.FT 0 SQ.FT 599 SQ.FT 0 SQ.FT 5,266 SQ.FT 153 SQ.FT 5,293 SQ.FT FLORIDA LICENSURE AA26001617 I 1B26001056 COMMISSION # 20-003 DESIGNER: RJ DRAWN BY: GsJ/JH/RJ/RB PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 06.04.20 ARPB SUBMITTAL REVISIONS: SITE PLAN sP-1 z 0 U COPYRIGHT 2020 BY RICHARD JON✓ES ARCHITECTURE IIICORPORATED ALL RIGHTS ALL RESERI ED. I/O PART OF THESE PLAI✓S, DESIGIIS, OR INFORMATION NAY BE REPRODUCED, CO TOWN OF G UL PALM BEACH COUN COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN N. ORTHWEIN DONNA S. WHITE AGENT AFFI STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) BEFORE ME THIS DAY PERSONALLY APPEARED ( , WHO BEING DULY SWO THAT THE PERSON(S) OR COMPANY OR F HAVE THE CONSENT OF THE OWNER OF 1 BELOW TO REPRESENT THE OWNER OF S AGENT FOR SITE PLAN REVIEW WITHIN T STREAM Y, FLORIDA Telephone (561)276-5116 Fax (561) 737-0188 Town Manager GREGORY L. DUNHAM Town Clerk j t�!'V Lt RITA L. TAYLOR Town of Gulf Stream, FL AVIT wner) A LEit Lewis , DEPOSES AND SAYS: LISTED BELOW E PROPERTY LISTED PROPERTY AS E TOWN OF GULF STREAM. THE SUBJECT PROPERTY ISS LEGALLY DESCRIBE AS FOLLOWS: Lor 73 3 1 ipa io "'fit'"t AGENT'S(S) NAME: _ lackaltD o i COMPANY OR FIRM NAME: i h "- J AGENT'S ADDRESS: , I s ; - 4 AGENT'S PHONE: _ 5(I- 7y-9 FURTHER AFFIANT SAYETH NOT. (Owner Signature SWORN AND SUBSCRIBED BEFORE ME THIS SALLIEBTEDESCHI Notary Public - State of Florida Commission N GG 071433 My Comm. Expires Mar 18, 2021 ,r 4 I 73,.E %F9 33 Li J Unc , 20420 aitki 6_,Akdicu _ OTARY PUBLIC) idb SEA !LOAD, PtILF STREAM, FLORIDA V483 TOWN OF GUL STREAM PALM BEACH COUN , FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE AFFIDAVhr STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM BEFORE ME THIS DAY PERSONALLY APPEARED Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR /1120 Town of Gulf Stream, FL , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROP ARTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS O ' ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demo ition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY'CDESCRIBED "SA�S FOLLOWS: `r 8 13LoCC 3 1 l4T Palo t'o6�i'(¢� r PIA-- t�OO< ? FURTHER AFFIANT SAYETH NOT: SWORN AND SUBSCRIBED BEFORE ME THIS 3 DAY "OF 17k.lnb, , 20 (40 SALLIE BTEDESCHI Notary Public - State of Florida Commission 8 GG 071433 My Comm. Expires Mar 18, 2021 SUN LAC (NOTARY PUBLIC) 100 SEA ROAD, GULF STREA M, FLORIDA 33483 Prepared by and retum 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 - RECEIVED 1 JUN 5 2020 Town of Gulf Stream, FL (Space Above This Line For Recording Data) Warranty Deed This Warranty Deed made this S 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 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: 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: ame: ess ► RECEIVED-1 J U N 5 2020 Town of Gulf Stream, FL ("'frrr. �`, t �t•— .Seal) Alexandra E. Gardiner State of V ..c� County of t dt-r\ The foregoing ins went was acknowledged before me by means of PC] physical presence or L] online notarization, this C day of April, 2020 by Alexandra E. Gardiner, who L] is personally known or [X] has produced a driver's license as identification. (Notary Seal] BROOKE THAYER Notary Public • State of Vermont Commission 1 157.0012412 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 �► RECEIVED 44 JUN 5 2020 Town of Gulf Stream, FL [Space Above This line For Recording Data) Warranty Deed This Warranty Deed made this 8 day of April, 2020 between Alexandra E. Gardiner, s 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: 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: rt ame: ess (e: F-TE ksgyvy- U1 1020 \own of 1.0 Stream, Alexandra E. Gardiner Seal) State of icm} '�1A— County of DOC Ckt-rA The foregoing instr went was acknowledged before me by means of [X] physical presence or Li online notarization, this 10 day of April, 2020 by Alexandra E. Gardiner, who [_] is personally known or [X] has produced a driver's license as identification. [Notary Seal] BROOKE THAYER Notary Public 4 State of Vermont Commission # 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 Dual Warranty Deed 22n i owr� ofi Gu1fi Stream, FL This Warranty Deed made this ?III(' 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 succracors 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 -eighth interest in the following described land, situate, lying and being in Pahn 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 Crrantor 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: Q � AO p\ (14, Siceam, F� Gt �, b t— (Seal) Susan N. Gardiner aka Susan G. Trepalacios State of AleinfSJ,Pt'Ce--'1 County of /norrf The foregoing instrusent was acknowledged before me by means of [Xj physical presence or L] 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 NIMISHA SHAH NOTARY PUBLIC STATE OF NEW JERSEY ID # 50019649 MY COMMISSION EXPIRES JULY 20, 2020 Printed Name: &..144SXat, 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 o\ip (.30 Steam, F1- This Warranty Deed made this t l 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 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 -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 Pahn 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 ail 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: Wi i <' ame: Witness Name: —lets— State of Pr( Z4 ki 9 County of `(a Va e 61.1 ey *, RECEIVED 4 11.1N 5 202.t Town of Gulf Stream, FL r Seal) Margaret M. eTh Tier The foregoing instrument was acknowledged before me by means of [Xi physical presence or L] online notarization, this 13 day of April, 2020 by Margaret M. Gardiner, who Li is personally known or [X] has produced a driver's license as identification. [Notary Seal] Notary Public /� Printed Name: 3 San CalCke 11— Mo(. v'i My Commission Expires: (QU5 2t' 2O26 SUSAN CALDWELL-MORGAN NOTARY PUBUC, ARIZONA YAYAPAI COUNTY — M Commission Expires August 26A 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 s" RECEIVED -4 JUN 2G2G lawn 0 G,:1fi Stream, FL (Space Above This Line For Recording Data) Warranty Deed 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 Hills, 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 patties 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: oA trier (Seal) m Lot/ kf1}-0? Elizabeth W. Gardiner fi COS3; Z/V'/-1 u0 10\N1\ 0 State of County of The foregoing instrument was acknowledged before me by means of [X] physical presence or [I online notarization, this Z day of April, 2020 by Elizabeth W. Gardinp, who [sonallycnown or [X] has produced a driver's license as identification. (Notary Seal] ''''' ' ANGELA SANCHEZ-KNUTSON ppr a '•a 1: Notary Public • State of Florida Commission # GO 035062 My Comm. Expires Oct 19, 2020 Bonded through National Notary Assn. Printed N 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 ► RECEIVED 44 • JUN 5 202iii Town of Gulf Stream, FL [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 10 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 instrument and the hens. 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/l00 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 Pahn 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 Nam: Benjamin Nadareski Robert M. Gardiner II Witn- Name: elinda McCutcheon i RE,CEiVED 4 JUN 5 2020 Town oStream, Fl ./aiiedt1 jitz i ' (Seal) State of Virginia County of Fairfax 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 [XI has produced a driver's license as identification. [Notary Seall MELINDA MCCUTCHEON REGISTRATION NUMBER 7066735 COMMISSION EXPIRES SEPTEMBER 30, 2022 Notary Public 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/048c213aeb944472ab203904e30ccbdd 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.joinwebina.r.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.org. Written or other physical evidence must be submitted via email to rbasel@gulf-stream.org 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(5)gulf-stream.orq; 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 Rita L. Taylor Town Clerk