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HomeMy Public PortalAbout03 24 2022 Agenda with back-up March 18, 2022 CHAIRMAN: Thomas Smith VICE CHAIRMAN: Malcolm Murphy BOARD MEMBER: Robert Dockerty S. Curtiss Roach Jorgette Smith ALTERNATE MEMBER: Amanda Jones Robert Canfield REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, MARCH 24, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order. II. Roll Call. III. Minutes of the Regular Meeting and Public Hearing of 2-24-22. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. April 28, 2022, at 8:30 A.M. b. May 26, 2022, at 8:30 A.M. c. June 23, 2022, at 8:30 A.M. d. July 28, 2022, at 8:30 A.M. e. September 22, 2022, at 8:30 A.M. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by T. N. Murphy, Esq., Agent for Hunter J. Smith, Trustee of the Fourth Amended and Restated Hunter J. Smith Living Trust U/A/P 12/29/16, the owners of property located at l9l9 N. Ocean Blvd., Gulf Stream, Florida, which is legally described as Lot 1, William H. Evans Subdivision, Town of Gulf Stream, as Recorded in Plat Book 53, Page 48, Public Records in and for Palm Beach County, Florida. a. VARIANCE to permit installation below the 1978 Coastal Construction Control Line, of approximately 250 ft. of 5 ft. high, black aluminum picket perimeter fencing, for the existing two story, single-family residence. 2. An application submitted by M. Mark Marsh of Bridges, Marsh & Associates as Agent for 3032 Gulf Stream Land Trust, the Owners of property located at 3032 Gulf Stream Road, Gulf Stream, Florida, which is legally described as Lot 18 Gulf Stream Properties, Palm Beach County, Florida. a. LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit the addition of a single car garage & driveway to existing residence, a 15 sq. ft. foyer over front door and a replacement of asphalt roof with a slate tile roof. 3. An application submitted by M. Mark Marsh of Bridges, Marsh and Associates as Agent for 14 Driftwood Landing AGENDA CONTINUED Revocable Trust, the owners of property located at 14 Driftwood Landing, Gulf Stream, Florida which is legally Described as Lot 2, Driftwood Landing as recorded in Plat Book 30, Pages 211 & 232 of the Public Records of Palm Beach County Florida. a. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a single family, partial two story, 6,677 sq. ft. Cape Dutch dwelling with attached 2 car garage, and a swimming pool. 4. An application submitted by Scott Heynen, as Agent for Anne and Paul Marcus, owners of the property located at 1224 N. Ocean Blvd., Gulf Stream, Florida which is legally described as 1224 N. Ocean Blvd, Delray Beach, Florida, Lot 5 of Hidden Harbor Estates, Plat 2 according to the Plat thereof, as recorded in Plat Book 115, Page(s) 173 of the Public Records of Palm Beach County and a perpetual easement over that certain 15-foot strip of land from Ocean Boulevard to the Atlantic Ocean, being the South 15 foot of Lot 7, Block D and Block E, Palm Beach Shore Acres (Ocean Boulevard Estates), according to the Plat thereof, as recorded in Plat Book 7, Page 38, of the Public Records of Palm Beach County Florida. a. DEMOLITION PERMIT to remove certain existing walls and driveways to accommodate the new structures. b. LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit construction of 7’6” wall with 8’ columns along State Road A1A and 5’6” walls with 6’ columns On the north and west sides of the property. The driveway on the north side will also be re- constructed. 5. An application submitted by Agent Patrick Ryan O’Connell for Stephen & Jennifer Streit, the owners of the property located at 590 Wright Way, legally described as Sections 3 & 7, Township 46 South, Range 43 east, Palm Beach County, Florida, recorded in ORB 27602, Pg. 1775. a. SPECIAL EXCEPTION to allow the addition of 20 sq. ft. of covered entry. b. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW covering the covered front entry, remodeling the existing swimming pool, upgrading the hardscape, and adding new landscaping. 6. An application submitted by Agent Dan Carter for Ryan Howard and Bridget Nolan, owners of the property located at 578 Palm Way, Gulf Stream, Florida, legally described as Plat Book 24, Page 73, Polo Cove. a. SPECIAL EXCEPTION to construct a 564 sq. ft. Pergola Open Air with 10 ft. rear setback. b. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to replace 2 awnings with 1 Pergola & 1 cantilevered awning over pool terrace and re-landscaping. 7. Continued Consideration of an application submitted by . Tara Eidelson, as Agent for Stewart Eidelson, the owner of property located at 920 Indigo Point, Gulf Stream, Florida, which is legally described as Lot 67, Place Au Soleil. a. Demolition Permit to remove existing decorative façade items, round columns, and existing railings. b. Level 2 Architectural/Site Plan Review to permit construction of new decorative façade items, square balcony and trellis columns, and new balcony railings. AGENDA CONTINUED VII. Items by Staff. VIII. Items by Board Members. IX. Public. X. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, 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. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, FEBRUARY 24, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Smith called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Thomas Smith Chairman Participating: Malcolm Murphy Vice Chairman Bob Dockerty Board Member Curtiss Roach Board Member Amanda Jones Alternate Board Member Absent w/Notice: Jorgette Smith Board Member Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Assistant Town Attorney Rita Taylor Town Clerk III. Minutes of the Special Meeting and Public Hearing of February 3, 2022 Board Member Roach made a motion to approve the minutes of the special meeting on February 3, 2022. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items Town Clerk Taylor stated that Item VI. C. 1 would be deferred to the March 24, 2022, meeting at the request of the applicant as they were having another architect look at the plans. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. March 24, 2022, at 8:30 A.M. b. April 28, 2022, at 8:30 A.M. c. May 26, 2022, at 8:30 A.M. d. June 23, 2022, at 8:30 A.M. e. July 28, 2022, at 8:30 A.M. Chairman Smith noted the upcoming meeting dates. Alternate Board Member Jones stated she would not be available for the March 24, 2022 meeting. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication There was none. Minutes of ARPB Meeting & Public Hearing Held 2-24-2022 @ 8:30 A.M. B. Administer Oaths Town Clerk Taylor swore in Gregory Jones and Olivia Lyons. C. Applications for Development 1. Continued Consideration of an application submitted by . Tara Eidelson, as Agent for Stewart Eidelson, the owner of property located at 920 Indigo Point, Gulf Stream, Florida, which is legally described as Lot 67, Place Au Soleil. a. Demolition Permit to remove existing decorative façade items, round columns, and existing railings. b. Level 2 Architectural/Site Plan Review to permit construction of new decorative façade items, square balcony and trellis columns, and new balcony railings. This application was deferred to the March 24, 2022, meeting at the request of the applicant. 2. An application submitted by Gregory Jones as Agent for David Endres & Olivia Lyons, the owners of property located at 4225 N. County Rd., Gulf Stream, Florida, which is legally described as southerly 57 ft. of northerly 2031.94 ft. of west 110 ft. of Government Lot 2 (less west 10 ft. north County Road right of way). a. Special Exception to allow a front setback of 25 feet as provided in Section 70-75(i). b. Special Exception to allow each side setback of the principal building to be 10 ft. and the rear setback to be l7’8” as provided in Section 70-75(e). c. Special Exception to allow a rear setback for minor accessory structures (pool) to be 10’ as provided in Section 70-75(e). d. Special Exception to allow up to 2,500 sq. ft. of floor area on lots of less than 7,576 sq. ft. as provided in Section 70-72(a). e. Level 3 Architectural/Site Plan Review to permit the construction of a single family, two story, 2,498 sq. ft., Gulf Stream Bermuda dwelling with a swimming pool. Mr. Gregory Jones, Architect, gave a detailed Power Point presentation and explained that this was a small lot, so it proved to be a challenge. Chairman Smith asked about the survey showing a manhole on the property to which Miss Olivia Lyons stated there was no manhole on the property. Mr. Jones stated there was already lush vegetation on the surrounding properties and the landscaping for this property would harmonize with the vegetation already present for screening purposes. Board Member Dockerty asked if the surrounding lots were approximately the same size as this lot to which Mr. Jones answered in the affirmative. Mr. Jones stated they were able to make use of the special exceptions available to a property that is 100 feet deep or 2 Minutes of ARPB Meeting & Public Hearing Held 2-24-2022 @ 8:30 A.M. less, which allowed them to have better building setbacks to give a 2,400 sq. ft. residence on the property and able to have a pool. He added it also allowed them to have an amended front setback, sides and a rear that they didn’t take advantage of on the rear with the exception of the proposed lap pool. Mr. Jones explained that the landscape architect couldn’t make the meeting due to an injury and then he read a narrative sent in from Mr. Dave Bodker giving details of the proposed landscaping. Vice Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk Taylor answered there had been none. There was discussion amongst the board members regarding two invasive trees on the property and Miss Lyons stated they were going to be removed to the gratification of the neighbors. Chairman Smith stated he loved the way the house looked from the road but wondered if there was any way to screen the second story a little more. Miss Lyons explained that the utility lines were in the way and they personally would like a larger tree, but they were putting the Foxtail trees in front, close to the house. Mr. Jones reminded everyone that the second story was set back and you couldn’t see that on the rendering. Board Member Dockerty asked how small the home would be if the setbacks weren’t changed under the allowances made under special exceptions to which Mr. Jones stated approximately 30-40% less and it wouldn’t be feasible. Chairman Smith asked what the color of the shutters was going to be to which Mr. Jones answered that they were blue, and Miss Lyons added that the exact color was called New York State of Mind Blue. Board Member Dockerty asked about the height of the roof and what was the maximum allowed to which Mr. Jones answered it was 25’2”, but maximum was 30’ and they were trying to keep the massing down. Mr. Dockerty then wanted to know what the ceiling heights were to which Mr. Jones answered nine feet. Vice Chairman Murphy made a motion to recommend approval of a special exception to allow a front setback of 25 feet as provided in Section 70-75(i). Board Member Dockerty seconded the motion with all voting AYE at roll call. Vice Chairman Murphy made a motion to recommend approval of a Special Exception to allow each side setback of the principal building to be 10 ft. and the rear setback to be 17’ 8” as provided in Section 70-75(e). Board Member Dockerty seconded the motion with all voting AYE at roll call. Vice Chairman Murphy made a motion to recommend approval of a Special Exception to allow a rear setback for minor accessory structures (pool) to be 10 ft. as provided in Section 70-75(e). Board Member Dockerty seconded the motion with all voting AYE at roll call. Vice Chairman Murphy made a motion to approve a Special Exception to allow up to 2,500 sq. ft. of floor area on lots of less than 7,576 sq. ft. as provided in Section 70-72(a). Board Member Dockerty seconded the motion with all voting AYE at roll call. 3 Minutes of ARPB Meeting & Public Hearing Held 2-24-2022 @ 8:30 A.M. Vice Chairman Murphy made a motion to recommend approval of a Level III Architectural/Site Plan to permit the construction of a single family, two story, 2,498 sq. ft. Gulf Stream Bermuda dwelling with a swimming pool with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Board Member Dockerty seconded the motion with all voting AYE at roll call. VII. Items by Staff Town Manager Dunham gave the board members an update on the undergrounding project stating FP&L would begin taking the poles down in the Core District in approximately two weeks. VIII. Items by Board Members There were none. IX. Public There were none. X. Adjournment Chairman Smith adjourned the meeting at 9:04 A.M. 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II CONIC. LAN] SERVICE YARD N.84'39' 35"W. 137.34' EXIST. PAVERS EXIST. PAVERS II NEW PAVERS MATCH EXIST EXISTING PAVER PARKING SITE I LOCATION MAP TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 13.715 WL EFFECTIVE LOT AREA 13.715 eq.R F.A.R. CALCULATIONS EXIST. DEMO. NET tat FLOOR LIVING 2,654 .q.R NA NA Z654 .q.R Z06 FLOOR LIVING NA NA NA NA 1.1, FLOOR COVERED PORCHES 158 .q.R NA 15 sq.R 173 eq.fL 2nd FLOOR COVERED PORCHES NA NA NA NA AWNINGS>S 3 SCREEN ENCL O 50% NA NA NA NA GARAGE ADDITION NA NA 234 eq.R 234 .%ft. GROSS FLOOR AREA 2,812 eq.R NA 249 .q.R 3,061.q.R TOTAL FLOOR AREA PROPOSED 3,061 .q.R PROPOSED < 4.526 .q.R ALLOWABLE FIRST 20,000 z .33 4,526 aq.R OVER 20,000 (NA) z .20 NA TOTAL ALLOWABLE F.A.R. 4,526 aq.R TOTAL HARDSCAPE AREA 4,232 aq.R REQUIRED UNDSCAPE(40x OF LOT) 5,/86 zq. R 40x ACTUAL 7C LANDSCAPED 8,422 aq. R 47t IA 0 •yY/� NW z w n E-1 m R I � LEGAL DESCRIPTION a LOT 18' OF GULSTREAM PROPERTIES, A SUBDIVISON OF LANDS r L. I ~ WITHIN THE TOWN OF GULF STREAM, FLORIDA. ACCORDING TO THE PLAT THEREOF ON FILE AND OF RECORD IN PLAT BOOK 18. AT PAGE 27. PALM BEACH COUNTY, FLORIDA It ASSOCUTES, INC dBL'�fBCl3 Eighteen Via Mi.— Palm Beach, florid. 33480 Phone: (561) 832 1533 Fes: (561) 832 1520 IIIRESIDENC M PROPOSED i SITE PLAN # a 22016 m 0 NOTE: ir^ mex4 snmmm+in xu�aianvxw ouxicuvnnzm.'�rzx � �r TMxu4 � i gamxaA aVOM� �xRA�Ls NM91m i - REVISIONS: H� SITE = MIDDLE ROAD P.I. ("MIDDLE DRIVE" - PLAT) I I FOUND MA G NAIL O I (IN CUT-OUT) Z p����1_ (20' R/W) lb to I I s' I FOUND NAIL LOCATION MAP N.T.S. I I I (IN CUT-OUT) P.C. ' 1 ^ _ m 20 0 20 40 60 --T i 1 u Scale 1 =20' FD. 1,7`IRON ROD SITE BENCHMARK#1 INa� i L 1 8 CAP y �p CHAIN LINK MAG NAIL & DISK 9/ I v 46838 FENCE EL, 8.74' «< LOT 1g N s8 G N84 39'35"W. h 136.97, \ _ _ & CAP "LB 6 3B" ALLEY... M' R/YV (PLAT) aw CONC :SPA // e _ Z.i221 n ya O w Ii POOL / a C)e gas �10,0 LOT 11 LU 00 60T '. CONC. DECK i. aW' 1 STORY 0\a, RESIDENCE t/. F.F,EL=9.225.4 SURVEY NOTES: 1.) Lands shown hereon were not abstracted for easements and/or rights -of -way of record by this office. 2.) Area of subject property = 13,715 square feet (0.3149 acres). 3.) Elevations shown hereon are based on North American Vertical Datum of 1988 (NAVD 88). a) Originating benchmark = Leica Global Positioning System. b) °° existing elevation (NAVD 88 typical). 4.) No underground improvements located. 5.) Bearings shown hereon are State Plane Grid (NAD 83/90 ADJUSTMENT, FLORIDA EAST ZONE). Distances are plat and measured unless otherwise shown. 6.) This firms "Certificate of Authorization" number is "LB 6838". FD. 3"x3' __K I LOT 18 C.M. SUBJECT LOT AREA 13,715 SO. FT. to.3149 ACRES) RM (PLAT) N84°39'35" W 137.34' LOT 17 SET 1/7- IRON ROD & CAP (#6838) =GENU: CALL = CALWLATED (P) = PLAT PI. = P(WJi of INTERSECTION CBS. CONC MON.= = NNCRETE BLOCKSTI—TURF CONCRETE MOWMFNT R = FAOUS p = CENTRAL9ELTA'ANGLE PO.C. POTR OFCOMMENCEMEM� Pa POINTOFBEGINNING = ASF 1PAVEMENT _,.��. .. . , OJNC. OE UE = CO—VE = DPAINAGEFASEME- = UTILUX EASEMENT L = ARC LENGTH CH.B = CHORD OW NO N.G.V.D = NATIONAL GEOCETI—TICAL DANM RNV RIGHTOFMY — —.—NLINKFENCE = N000 FENCE _ CaH�ErE FlATM1ORH a� / . FrLYi = PAVER &2K](FLATV.ORK P.E. FFEL EL (B RJ = POOL EOUIPMFNT = FINISHEDROO2ELEVATIW = ELEVATION = BEPRWG REFERENCE O.R.B. = OFFI-L RI—D BOOK PB. = PLAT BOO( P.0 = POINT OF CURVANRE ----= P.T. = POINTOFTANGENCY ---------= METAL FENCE = —T.— EASEMENT COJERED VAOD PON£R POLE = VATER METER fIRE HTOtMlT = CAT. —IN (D) = DEEO P.R.0 = POINT OFREVERSECLRJATURE ---------- O/ERHEAOLINES = SANNARY MANHOLE (MI = MEASURED FCC = POINT OF COMPOUNOCJWATURE LOTTIE I L I I I L I i ' I 1 I O O Q O I I 0 1 I j0 (� Ia�LULL I I _J 7 I I t L � I I I� SURVEY BASE LINE 6.00' WEST OF THE 1L I CENTERLINE I I �I FOUND p0 I MAG NAIL & DISK ( { I (IN CUT-OUT) f CERTIFIED TO: 3032 Gulf Stream Land Trust, Thomas M Stanley, Trustee I PROPERTY ADDRESS: 3032 Gulfstream Rd., Gulfstream , Florida 33483 FLOOD ZONE: X (FIRM 126109 i 12099CO981F 1015/2017) ' I - DESCRIPTION: Lot 18, GULFSTREAM 1 I PROPERTIES, according to the Plat thereof on file in the Office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, recorded in Plat Book 18, Page 27. BOUNDARY SURVEY This survey is not valid W it,oul embossed surveyors seal and/or an authenticated electronic signature and authenticated elecbonicseal. Registered Land Surveyor, Florida Certificate No. MICHAEL J. MILLER #4034 CRD. FILE Y220005 SCALE: "-20' MILLER LAND SURVEYING REF: L9841 DRAWN BY: PICARD (C) 1121 LAKE AVENUE PREV. 99-030-78 LAKE WORTH BEACH, FLORIDA 33460 JOB NO'S. FIELD WK: RON PHONE: (561) 586-2669 - FAX: (561) 582-0151 JOB NO. Y220007 www.millersurveying.com DATE: 01/19/2022 e-mail: orders@millersurveying.com M - 5062 FLOOR PLAN SHEET LEGEND INDICATES EMSTING MASONRY WALL TO REMAIN INDICATES EMSTING INTERIOR PARTITION TO REMAIN INDICATES NEW INTERIOR PARTITION - INDICATES NEW MASONRY WALL ASSOCIATES, :igheeen via Lune elan Beech, Florida 3341 Ph.— (561) 832 1533 Fax: (561) 832 1520 PROPOSED i FLOOR PLAN 3 a 0 0 22016 0 NOTE: M6E xDaOF. 9n^H xxEVW SaNCRNVMGN6NaLL d�xC4. EIF[TxC/Y SVFn�t1Y I Al �pq �xvRauaxspmx� WxSIE .ce. - m x m x m m m m ma EXISTING CONCRETE DECK SITE PLAN N.84'39'35"W. 136.97' — — — — -ST. PAVERS CONC. I I CDNC. LAN] _ SERVICE YARD EXIST. PAVERS - - - --N.84'39'35"W. 137.34' - - - - EXISTING PAVER PARKING SITE (1 I LOCATION MAP TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 3,715 aq.R. EFFECTIVE LOT AREA 3,715 .%ft. F.A.R. CALCULATIONS EXIST. DEMO. NET tat FLOOR LIVING 2.654 a¢R NA NA 2,854 sq.R 2na. FLOOR LIVING NA NA NA NA tat FLOOR COVERED PORCHES 158 sq.R NA 15 aq.R 173 aq.ft 2nd FLOOR COVERED PORCHES NA NA NA NA AWNINGS>3' 3 SCREEN ENCL O 50% NA NA NA NA GARAGE ADDITION NA NA 234 •q.R 2. eq ft. GROSS FLOOR AREA 2,812 p.ft NA 249 aq.ft 3,061eq.ft. TOTAL FLOOR AREA PROPOSED 3,o6t aq.ft PROPOSED < 4,526 aq.ft ALLOWABLE FIRST 20,000 , .33 4,528 sq.R OVER 20,000 (NA) • .20 NA TOTAL ALLOWABLE F.A.R. 4,526 e¢R TOTAL HARDSCAPE AREA 4,232 e¢R REWIRED UNDSCAPE(40% OF LOT) 5,486 a¢ R 40% ACTUAL % LANDSCAPED 8,422 a¢ R 47% IA di N� W gg .yII W E-1 m I � LEGAL DESCRIPTION 14 LOT 18, OF GULSTREAM PROPERTIES, A SUBDIVISON OF LANDS V WITHIN THE TOWN OF GULF STREAM, FLORIDA. ACCORDING TO THE PLAT THEREOF ON FILE AND OF RECORD IN PLAT BOOK 18. AT PAGE 27. PALM BEACH COUNTY, FLORIDA ASSOCIATES, INC eighteen Via Elizner a1m Baaeh, Harlan ss4aB Phone: (561) B32 1533 Fax: (581) B32 1520 9092 WIl 31'BBAY ):D. Gs SfRBAY. PmmWIL PROPOSED z SM PION 22016 0 NOTE: menim, smuc�pK�viiiati rN.uicueo "'wm, w ucw.tt Alfl­= � VaZ - m REVISIONS: SITE = MIDDLE ROAD ("MIDDLE DRIVE" - pLqT) I� FOUND MAGj FOU NAIL O _�I _ I (IN CUT-OUT) Z (20' RR/VV) to I FOUND NAIL LOCATION MAP N.T.S. I I (IN CUT-OUT) I P.C. I _ is_6b m 20 0 20 40 60 r---�� i I Scale 1" — 20 FD. 12" IRON ROD SITE BENCHMARK#1 1 I I j 03 & CAP m 1p CHAIN LINK MAG NAIL 8 DISK g I (#6838) FENCE EL. 8.74 i LOT 19 N 9 e7 N84°39'35"W" �` BB' i to , y SET 12" I.R. 136.97' 8 CAP "LB 6838" BBB BB9 8gg �m '��� I .� I I ,PAVERS" �YY 6_001-_- 10, - BIB Bev ALLEY R/W (PLAT) - ,nw. + CONC. m B CONC19. =-SPA 227 I rSjB - 1531j/f 42.52' n % yg IPOOL I O r ens r10,6:-" J �y0° 1 yY I I LOT 11 WMB LIJ o CONC DECK i. w` 1 STORY f i Q I i. o\ RESIDENCE O i Q I 6.0r { RREL.= 9.22 892 w O i v/i -1 Y o 902 - _ - 5.4 i I 7.0,ry 34.86' ,.l(0 WOOD s 3 I 1 LL LL �' �' O % m coQ0 i I I FD.3"x3° LOT 18 e13 C.M. SUBJECT LOT AR EA _ ,35M% B I� f�%`/f/37.8'���/f/fl�� 13,715 SO, FT. y ' �_ SURVEY BASE LINE (0.3149 ACRES A/C ^Y}^�V" r 35.01' T'i Y1 S' PA 6.00' WEST OF THE I CENTERLINE VERS.`�FCr�,(,m I N84°39'35" ALLEY R/w (PLAT) LOT 17 SET 12" j FOUND IRON ROD AO 1 I MAG NAIL & DISK & CAP i (IN CUT-OUT) (#6838) j i I I I 1 j 1 i 1 I 1 1 i I I I ( I SURVEY NOTES: 1.) Lands shown hereon were not abstracted for easements and/or rights -of -way of record by this office. 2.) Area of subject property = 13,715 square feet (0.3149 acres). 3.) Elevations shown hereon are based on North American Vertical Datum of 1988 (NAVD 88). a) Originating benchmark = Leica Global Positioning System. QR b) pO = existing elevation (NAVD 88 typical). 4.) No underground improvements located. 5.) Bearings shown hereon are State Plane Grid (NAD 83/90 ADJUSTMENT, FLORIDA EAST ZONE). Distances are plat and measured unless otherwise shown. 6.) This firms "Certificate of Authorization" number is "LB 6838". -GENL): CALC. C.BS. = CAL IATED = 00N EIEBLOCKSTRUCTURE (RP) = PI -AT = FRous PI. POINTOFINTERSECTION Po.C. = POIM6COMMENCEMENT = ASRIPLT PAVEMENT OJNG MON.= CONCRETE MONUMENT CONCRETE p = CENTRAL9ELTA• ANGLE L - ARC LENGTH ROD = RIGHTOF POINTOFBEGINNING RNJ WAY .''. '-' _ CONCRETE FIATNORK DE U.E = DPAINAGE EASEMENT = UTILITY EASEMENT -8. CHORD BEARING GVD = NATIOVALGEOCETICVERTICA—TUM----u�o—.= — —.—= ONIN LINKFENCE V 00 FENCE = pgyER &2KX FLAlNORK P.E. F.F.EL. = POQEOUIPMENT FINISHED FLOOR ELEVATION ORB. = OFFICNLRECORDSOOK PI- PLAT BOO( METALFENCE CENTERLINE ,JJ�J,� VlJOD PO.AERPOLE R_ WATER METER EL IBRI IDI = ELEVATION = BEARWGREFERENCE = DEED PG = POWT OF CURVATURE ----= PT. = POINT OFTANGENCY ---------= PRG = PONT OF REVERSECURVATURE EASEMENT COVERED = OVERHEAD LINES FIRE HYDRVWT = CATCH fl4SW IMj = MEASURED PC.0 = POINT OF COMPOUND CURVATURE ---------= LOTTIE = SANITARY MANHOLE CERTIFIED TO: 3032 Gulf Stream Land Trust, Thomas M Stanley, Trustee PROPERTY ADDRESS: 3032 Gulfstream Rd., Gulfstream , Florida 33483 FLOOD ZONE: X (FIRM 125109 12099CO981F 10/512017) DESCRIPTION: Lot 18, GULFSTREAM PROPERTIES, according to the Plat thereof on file in the Office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, recorded in Plat Book 18, Page 27. BOUNDARY SURVEY This survey is not validwithout embossed sur ""' seal end/or an authenticated electronic signature and authenticated electronic seal. Registered Land Surveyor, Florida Certificate No. MICHAEL J. MILLER #4034 CRO. FILE Y220005 DALE: '"=20' MILLER LAND SURVEYING REF: L98/41 BRAWN BY: PICARD (C) 1121 LAKE AVENUE PREV. 99-030-78 LAKE WORTH BEACH, FLORIDA 33460 JOB NOS. VELD WK: RON PHONE: (561) 586-2669 - FAX: (561) 582-0151 JOB NO. Y220007 www.millersurveying.com 'ATE: 01/19/2022 e-mail: orders@millersurveying.com M - 5062 ---------------_ I I I I ASSOCIATES, INC sghl,,- Vie Mizner .>m Be.ne, ntl�a. sasao Phone: (581) 832 1533 Fez: (581) B32 1520 EXISTING RESIDENC PROPOSIM z IPWOR PLM a 0 0 22016 0 NOTE �Eb'�vxuls�mc/�YNtamnux�l [n�xtl6 OIxOttIKFxd�x� RZ A SIG �TM�SGx mm. m m m m ma FLOOR PLAN SHEET LEGEND —Or - INDICATES EXISTING MASONRY WALL TO REMAIN INDICATES EXISTING INTERIOR PARTITION TO REMAIN INDICATES NEW INTERIOR PARTITION INDICATES NEW MASONRY WALL 7Y_2 14'-9' 18'-4' 7'-2' 15'-9' — — — -- - - - - - - - I I — — — — — — — — L P 9 1 - - - - --- I I a m it o E91 II II II II II II 5 IX E9:2 II � I II II II II I I II I -- ------- I I Roor II F I I I II II i1 I I II o II II II II I I a II II II II II .2 2 E9:2 1 g II II-- II L -- -- — — — — � — —— —� ------ — — II — — d l l I I oE9:z L CRCXET TO MATCH EXISTING �I w R CICKET TO p MATCH EXISTING EXI NG CHIMNEY TO REMAIN I I I I O a l + N S.ATE II I I SIL 2 I I St OF E 2 Oi MS1ATE 1 I I I I I N II II II R II fi II i ------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — II N II II II II II II o II II II �I II II F II II 3 II II m3 ------------------------ 8 II II N0 \J5 II _______________II II 18'-10' 32'-10' 20'-8• ROOF PLAN Atr : ASSOCIATES, INC Eight— vie Mi.— 'elm Beech, Florlde 33480 Phone: (661) 832 1533 Fes: (561) 832 1520 D�I sm GOLF PROPOSED ROOF PLAN 3 22016 0 NO E: _6[6[... CNRu, bNL— [NA 'GN. EtILmCnL 9ffn�Ltt A � 32- jj� �m ue x"nw QNr wot�c yy�eS 21ITZ NEW SLATE CONT. STUCCO BANDS TO TO REMAIN STUCCO NEW CRICKE MATCH EMS NEW SLATE NEW CRICKET TO MATCH EXISTING EXISTING WINDOWS TO REMAIN — NEW ROOF OVER EXISTING TO REMAIN I, EXISTING ENTRY DOOR ADDITION NEW IMPACT RATED DOOR TO MATCH EXISTING FRONT (EAST) ELEVATION ASSOCIATES, INC CHaTm ASCHINM Eighteen Via Miner P. Heaoh. Florld. 33480 Phone: (561) 8321533 Fax: (561) B32 1520 NEW SLATE ROOF ti .0. EAM MA H I CONT. STUCCO BANDS N TO MATCH EXISTING NEW STUCCO FINISH - TO MATCH EXISTING NEW IMPACT RATED GARAGE DOOR NEW MIN 4Y STUCCO FINISH 70 MATCH EXISTING $0.O FlN.FLR. EXISTING CHIMNEY TO REMAIN NEW SLATE ROOF CONT. STUCCO BANDS TO TO REMAIN �� m NINE ��� ■i■1 NINE ��� ��� y EXISTING WINDOWZ TO RE)AAJN- 22��NG STUCCO x , ■, REAR (WEST) ELEVATION WINDOWS AIN 'ACT RATED DOORS STUCCO Boa z KIavAnONS 3 22016 0 NOTE: rx.xeu, arcmn� seraan uNOio� m�s� aawm RIGHT (NORTH) ELEVATION NEW SLATE ROOF s EXISTING CHIMNEY TO REMAIN -1718 IV.I.. CONT. STUCCO BANDS .0. EXTO TO REMAIN +8'. Bb T.O. BEAM MATCH DOST. LIL LIE DOSTING WINDOWS TO REMAIN D(ISTING WINDOWS E)GSTIFINISH C STUCCO • ❑ TO REMAIN 7rEEIE: FINISH D6STING STUCCO 0 FINISH OR E70STING WINDOWS TO REMAIN LEFT ( SOUTH) ELEVATION ASSOCUTES, INC Fight- Via Mizner Palm Beach, Florida SUB0 Phone: (561) 832 1533 Fax: (561) 832 1520 IESIDENCEJ DITIONS/RENOVATION XISTING KXTMOR i 0 22016 0 NO E: GuxraL ¢FL1nrX Wn�Ltt ms un �mNwx%mcw w°nma.aa�e. rvxNs�m EXISTING COCONJT PALMS. TYP. EXISTING BOLJGAJWILLEA TREE, TYP. EXISTING DOLIELE Al ONIDIA PALM, TYP. EXISTING PODOCARPLZ EMSTING MIXED LOW PLANT MATERIAL, TYP. EXISTING FICLJS HEEDGE TYR EXISTING MIXED LOW PLANT MATERIAL. TYP. EXISTING BANYAN TREE EXISTING ALEY-6MER PALM 021 -2021 my Onen:.v p 1-800-422-47/0 plt1i. rxi5tiKig Vegetation l"vevitory & Actio" Plnri SCALE IN FEET 0' 8' 1 CY 24' r-flVIR0/lMr-nT GRoup, U9Mt*W*" RhB.ARDE m- 561=4600 N&k 5613114421 Landscape A t c bi t e c t a re land p,i In 9 Landscape III a n a g e m e a t mrm H. ��t & IM784 D,,[I,f. . . t d , , I . . . . . . . . . . . 75 E ao JOB NUMBER: f 22002.00 LA DRAWN BY: nick Pastor DATE: 02.28.2022 LET L1.0 64 sf, EXISTING COCONUT PALMS TO REMAIN TYP. EXISTING BOUGAINVILLEA TREE TO BE REMOVED EXISTING POOL DECK TO BE EXISTING SPA AND POOL TO 13E DEN40LISWM EXISTING DOLH.E ADONIDIA PALM TO BE REMOVED, TYP. EXISTING POOL EOUIPM3'IT AND CONCRETE PAD TO BE DEMOLISI-D EXISTING PODOCARRJS HEDGE TO BE REMOVED EXISTING MIXED LOW RANT MATERIAL TO BE REMOVED, TIP. EXISTING CABANA AREA TO BE DE MOLISI-ED EXISTING FICLJS REDGE TO BE REMOVED. TIP. EXISTING MIXED LOW PLANT MAT621AL TO BE REMOVED, TYP. EXISTING BANYAN TRH TO REMAIN EXISTING MIXED LAW PLANT MATES21AL TO REMAIN TYP. EXISTING ALEY-ANDE12 PALM TO BE REMOVED EXISTING BOLJGAINVILIEA TREE TO REMAIN ea�aa„r: 2 Oo 21 �„� 2 0 21 ,eAll m—.4.� 1181 81TORE14GGING eaign. ME Tro ea iLH RW. �'�'^ q4 g SORE sC cVl Pe-molitiovi and Vegetation Action Plate SCALE IN FEET O' 8' 1 U 24' ■E. N V IL20/VMe/YT D R/TG/Y G Ezouv Im NA W4 w s►&l Ria 6mds R BE Phn 561m46Ea Mahe 5617114414 Landscape Architecture Land Planning Landscape Manag emenl hiie M. IK MA RIA j6fi6 m ouli J...1..... ieuu.......... 14. IN JOB NUMBER: / 22002.00 LA DRAWN BY: /'lick Pastor DATE: 02.28.2022 BEET LZ 64 0. BIBO STONE TERRACE 17 X2O' VOSCAPE AREA FOR VINES POOL STEPS FOLNDATION RANTING ACCENT WALL SPILLWAY CHAISE LOI.NGE FOUNDATION PLANTING STONE POOL COPING STONE POOL DECK SWIM CUTS LANDSCAPE AREA LANDSCAPE AREA EXISTING STRUCTURE mP akN : 2 Oe2 2 ascw�Ew 2022 ^e to the ec� n Al--, ae _`prc'wa.N na NmNT Pa„ cn'�t�eci1.a sreeprbaemn ea rEy n /ueael'arav� La u 9 e^- A8 MDU BDR�E DIGGING e`.er m aime P 5rce`iens'` a. ElNMF6M-1 ' 1-,ttPD-d3Y�CTIO - n`Aaa'P Nia eo' e r a ae a oel° av;�mee.e,lwaN P =rP ar lne lanU�mDe acnilect. NG PATH I �5 sATION ING NAY ,GBoIN 32N WITH )SSE 0 NEr/1 PA VV11 IN JGBO �T , 3RN WI F�•"I B ` NG NG .PAVER ,CE W EXISTING COI.LPNJS EXISTING STONE PAVER LANDING 0, EXISTING STONE PAVERS IN HERRINGBONE PATTERN WITH BRICK BORDER EXISTING STONE PAVERS IN FE ONGBOND PATTERN WTT4 BRICK BORDER I FOUNDATION PLANTING EXISTING BRICK BORDER EXISTIING EIRICK PAh1 LANDIAPE SCREENING f'ite PIari SCALE IN FEET O' 8' 1 b' 24' L/'i V IRO/YMI!AT D enCN GROUP 12 Ild Wt Idol S1114 Rio &all R DO Pane 561IM40 Ilik 5613114424 La Odscope Architecture Land Planning landscape Yanag ement U fm Y. Ipael. IRA RIA 160764 L- JOB NUMBER: / 22002.00 LA DRAWN BY: Grace WWt— DATE: 02.211.2022 E.r—T L3_C 64 sf. -- c� N V � 14, u 00 Q v75 A O �LO O bn °' LO bA bA (75 4-1 bb bo O w F it H v W m + v N Cn � p U W Q v \ 6' �" it �bt �bt \ �+ 't� •-- c� t� m 00 G O QO C� O � cu v - ° x v x O Z O � u p +� N O O w a\ N W '+� w y +� O C7cz Q•� ° w un o o 14. s� c o~ o c u u u u v t a C7 � \ 'w" w N Qn U) U) U) U) U (z V u 0 0 ►� :� o N a) b0 G ►N ME Q Q J U. A IL mom° x E-+ H W0 d VO Q O O Q .2 0c�� �_ E� w 0 O H U F- O N LL c c U) �:D U E a �E�u d H > E c Q N H w U U oU a W z W aS6i 3 CO cHn Q rQi 0 Q L O z U CM4 d 0 a 0-4 w �~ 3 _ W c7 w Q � 0:6 M` C H 4� O 0 OLo >4 oL m CL QD 4) j 4 O H H f� 0� +. 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L6 m m m m A nl N O N 1 N d N O N G r m O [0 C m a) U 0 L z � N .n 0 Q7 m rn Cl. a� m N � E E a� m a) _ L - O N a) N L U U = co ` O N 0 N a 0CD = 0 y m E m (> > Q m J � C � a� _ N L w c a> N d � � U m N c.j O U a n j Q > MI H � vr� p.+ _0�::) Z V-4 �:D OH Cd m P d P�4 �; Q O P� W o W O m � a W G� H Z P� H p, O d d, o �+ E H W o W N H U m z r a W ° W O f� c a m O o P� H 3 m > Q E a) > d t H 0 > c U m O ,... W 0)d Pa � O W O Q 02 g j >4 m W a) m W U W n a ` C F-1 N O +' O H m U � E O O O r{ O Pa O � m tE W� F Y ` U] N W z m U H F-+ o o c 3 p 2 = to CV c7 � a) N O a 0 a 0 c� N m E C a) E a> U Co a 4) L G LQ 'It m m m a 0 O O N cf� Q Q E O LL m 0 a a Q C O E O_ O 0 � Oo O O �y c O O L U_ y as QLo r SITE PLAN ,aE 19xh s: ` 14 Dnft—o "i diey Rd Sr ® IJ i E LOCATION MAP N.T.S. PROPERTY OWNER 14 DRIFTWOOD LANDING REVOCABLE TRUST PROPERTY ADDRESS 14 Driftwood Landing Gulf Stream, FL 33483 LEGAL DESCRIPTION DRIFTWOOD LANDING LOT 2 BUILDING BREAKDOWN 1). FIRSr FLOOR A/C — 3.709 SO.Fr. 2). SECOND FLOOR A/C — 821 SOFT. 3). COVERED PORCHES : 848 SOFT. 4). GARAGE - 535 SOFT. TOTAL — 6,094 SOFT. TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 29,648 ft2 Effective Lot Area 21,355 ft2 FAR Calculations EXISTING DEMO NEW NET I'T Floor Living 3,206 ft2 3.206 ft2 Ceilings over 15, (double) 583 ft2 x 2 = 1.166 ft2 1.166 ft2 Floor Living 821 ft2 821 ft2 1 Floor Covered (porches, overhangs 2 1 2' 848 ft2 848 ft2 Floor Covered 0 ft2 0 ft2 Awninga>3' and screen encl.(®50%) a ft2 o ft2 Garage 636 ft2 636 ft2 Gross Floor Area 6,094 ft2 6,094 ft2 Out Buildings a ft2 D ft2 Z�Total Fldoor Area Pro ose 6,577 ft2 First 20,000 X .33I Over 20,000 X .20 Total Allowable FAR Per Manual Total Hardscape Area Required Landscape Area (lot size a 40S) Actual % Landscaped Open Space Area E BRIDGES MARS AS50CUM, INC Eighteen Via Miene.r Palm Beech, Florida 33480 Phone: (551) 832 1533 Fax: (581) 832 1520 0 PICHAEL AR9030 a xE1f i�smgrrcg I MR. & MMIN MARTIN BR0 14 DBOTMD SCIDRUnC S1rS PLAN a 22114 O z s 6 AS NOTED ou �7t 2/za/z1 a Al 3 0 r FIRST IFLOOR ARCHITECTURAL POOL 15'.36' BRIDGES MARS ASSOCIATES, INC CHAMWD iRCBQIM Eighteen Via Mi. er P6. Bach. Florid. 33480 Ph...: (561) 832 1533 Fax: (501) 832 1520 O U LEAR9030111CHAILMARK NSf R&4IDffiiCB POB MR. & MRS MARTIN Bfflnlll� E sasmunc FLOOR PLANS zi w o z J 221143 E BRIDGES MAPM ASSOCIATES, INC CHIMM IBCmiLM Eighteen Vie Mixnex Palm Beach, Florida 33488 Phone: (581) 892 1593 MICHAE Fax: (581) 892 1528 O U L MARK MAI�ll AR9030 NEW UMKNCS FOR: MR. & MRS MARTIN BROWN 0 MY E DigfM UUM GEIFSTR6AR, Ff OWA SCRISI[AnC FLOOR PLANS 0 22114 0 SCHEMATIC SECOND FLOOR PLAN BRIDGES MARS AMOCUM, INC CHAMM dRCMIE13 Eighteen Via Mi.— Palm Beach. Florida 33188 Phone: (581) 832 1533 F—: (561) 832 1520 O U AR9070 a I II MR�&" MI I 2 No"= SCRS1( = ROOF PLAN 22114 0 SCHEMATIC ROOF PLAN +2S-r NAw. Tm ® &l1 I i• PAINTED STUCCO CABLE (DISTANT CaEr oc—se B.M.)0NN:Aam._._ ' T5 Fur SaIE nLE ROOF j S (SLATE CREW) RAKED OUTLOOIQR (SUPER WHITE B.M.) ® o PAINTED STUCCO WALL FINISH (DISTANT GREY OC-68 B.N.) +s'—O- NAw OP A STONE STEPS _ WEST ELEVATION SOUTH ELEVATION PAINTED STUCCO (DISTANT GREY C ii■iai■i- =�ii■ii■i■_r ��iiiii■iir iiiiiii�i ice■■■■� ■■■ ii■�■■i ■■■ �■■■■�� I, ■■■ ■■■■i■ IN -ME WENEIR MMEMMERNME 1■■■■■■■■■■■■■■■■■■■■■■■■■■_■_■_■_■_■__■■_■_■_■_■� ■■■ � ®� �♦ � ■■■ COPPER ROOF WN BMGES MARS ASSOCHAm, HNC ISCHffm Eighteen Via mi— Palm Beech, Florida 3346C Ph—: (561) B32 1533 Fax: (501) 832 1520 PAINTED STUCCO GABLE (DISTANT GREY OC-68 B.M.) a FLAT SLATE TILE ROOF (SLATE GREY) PAINTED STUCCO CABLE MOUIDINC (DISTANT GREY 01-65 B.M.) i RAKED OUTLOOKER B.M.) H (SUPER N}IfiE AR9030 PAINTED STUCCO WALL FINISH (DISTANT GREY OC 68 B.M.) PTO. STUCCO CASING. TIP. (DISTANT GREY OC-68 B.N.) IMPACT RATED WINDOWS AND DOORS (CHARCOAL) WOOD L.SAY Y_WIN STONE BASE EXTMOR EI.SVATtONS o 22114 0 AS NOTED 2/PB/EE a� 0 A4.1 3 0 FLAT SLATE TILE ROOF (SLATE GREY) PAINTED STUCCO GABLE —` (DISTANT GREY OC' B.M.j 44 +Te'-9. NAYD OF BEAM PAINTED STUCCO WALL FINISH (DISTANT GREY OCi68 B.M.) IMPACT RATED WINDOWS AND DOORS (CHARCOAL) l ---------------------- +7'-2 NAW �TEl.00R.—.—.—.— — —.—.— CAST ALUMINUM RAIUNG PAINTED STUCCO ENTABLATURE PAINTED STUCCO PIERS EAST ELEVATION FLAT SLATE TILE ROOF - (SLATE GREY) RAKED OUTLOOKER (SUPER WHITE B.M.) PAINTED STUCCO WALL FINISH (DISTANT CREY OC-68 BTU.) STUCCO DOOR UNTEL IMPACT RATED SECTIONAL DOORS (CHARCOAL) NORTH ELEVATION Son m i CAST ALUMINUM RARING PAINTED STUCCO ENTABLATURE PAINTED STUCCO PIERS -RAKED WTLOOKEN z (SUPER WHITE B.M.) j IMPACT RATED WINDOWS (CHARCOAL) '—-VTF9N. 7A6f10�tt— AR9030 PAINTED STUCCO WAIL FINISH (DISTANT GREY CC-6B B.M.) . FLAT SLATE TILE ROOF (SLATE GREY) u PAINTED. STUCCO GABLE MOULDING (DISTANT GREY OC-68 B.M.) +III 9' NAV OF COPPER ROOF PAINTED STUCCO WALL FINISH (DISTANT GREY OC-86 &I PTD. STUCCO CASING, TYP. (DISTANT GREY OC-68 B.N.) IMPACT RATED WINDOWS AND DOORS (CHARCOAL) WOOD BAY WITH STONE. BASE EXTERIOR ELEVATIONS 3 22114 0 z 5 0 A9 NOT&D 2/26/22 0 '`4ii � N.M U z A4.2 3 0 MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 I O W U J I Z LL r a ' W Lij N O Q LL ,t .. W 6 J /y Z W Ii � H � N Z O W � r LL c .. .. M. J � W Q m W LL N w NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM F= L i 3! 01 4 8 16 FEET I SCALE:1/8* • 1'-e COPA_ RUBBL'- \NGIL STONE — F.NT?Y TE??ACE SITE DRIFTWOOD LANDING RD. 01 4 8 16 FEET SCALE:1/8" = 1'-O" MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 Q V W ULL ww Z u Q 0 a Nw � z 1 W o Q U z a V) 0 o 0 zo o� 0 �J m 0 a IN w NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, NIEVERAWILLIAMS.COM Ll i I 1 MARIO F. NIEVERA State of Florida Landscape Architect I I le; St VIP P BUTTONWOOD. RELOCATED PLANTS Registration No. a HT., F 7.B. 6666856 (3) CHRSTMAS 111'45 C ., \ I (28) C.JS IA. 6IT, III '3xls TO O / FORP'. .SRCH'A 4V 12-AR[CA PGLI'�. ,; oA HT_ a -o J ;ADENGAPA ��— -" ..-. "ic a s uT. --. U s (4o)AWABOKI. `n AN_PA 'zs)JACOBINIA CT (� .�3GG L. e T. GI4N'., EPHANT 1 1 1 ® •• EL4.•GGL SOD 71 LL / FISHT � AI FA� M _ 13)� Z F (p ROEBELLIN I, /�, uL c'CT. (3)4LEXANDER PALMS 4r Z Q u 8-12 CT. � Q � 0)COPP ERLEAF, y�M1; T J (R)THRIIJAX PALM, 4' IT. �� vY cav®t®3'DOMBE 4, axa '• LU F /� {�r! vi ¢k4' =-/(2)CHALICE VINE. i2 0 8' IT, Q LU Q TROY L'PALM (3o)FIRE SPIKE. - (� o) BGUGAIN JILLEA 3GAL. GAL. 03)RHAP15, 4 FT Q ti t s o SOD i6)HIPASCUS, F GAL / / / NR CTELLINITL r; L e 1R (2) COPPEPLE/.F.�)'" (3o)ROJOC GO, n 5 HT (36 ROJC CONGO. B."Ye GAL. GA DO ( )CHRI_TMAS '� �� cT ®J i j L a l s)-IC R] T IkeoRGt Po .< L1 aY6a® P' 1 WN o)BO�GAIN EA. _ SDECINEN TREE. � TBC �) TRAVEL S DAV gj f ,+� ■J }/ x: N 11GA IDENIII - ,. '�' I' POLO TIFre', .. 3GALILONG NTIE 0>�OO� + � v (�03i DVIAP.F ELEPHANT J R. �: / ; > / I ' () GH `LG VINE. ;GAL 8HT. PTO AALL ,/ ( 6) PH DFNDRON GIGAN-EUM. 0 ILC T E7 GAL GPL_ / J 35 HIBISCUS. T� - 3GAL - ;, _� /y ('5)ANTHURIUNI, 3GAL (1) BO UGA INV I L LEA. a IT ESP. TO WALL ,. / / NIEV RA WILLIAMS E L DESIGN F-11'ITI PLANT, fi) CRINUM LILY. 3 GAL. EX, ROYAL PALM 4HT. I LPPICANE PALM, o CT. '1SCEA'PINE HT (4)LICUALA, t3o)IJETTV JASMINE. (:)BIZMARCK PALM, (ro)ICE PINK OLEANDEP, 62$NOft Fag Er DrlVe -12 HT. U2)AN/ABUKI, 1 IT, 3GAL e CT. )GAL Suite 502 q PTO NIX REcuNATA West Palm Beach, Ic_L2 OA HT- Florida 33401 P: 561-659-2820 I F: 561-659-2113 (aI CaINUP'. NLv, IT NIEVERAWILLIAMS.COM s o D (zs) FIPEBJSH_ P'I/E� hAN'ING / 3GAL LI N1IN P'J E._i AL LI RIOPE, z GGIL i; CIIHESE AAN PAL (5)ALLAVANLA �e)ICE PIIJK 'M 3GAL. _ -. OLEA\DEP. _ ____ -_ _ PIUIM.:. COT -GAL. 3E•-i- _ ".$)SGUG IN. ILEA PGI (2)CO PPERLEAE, In}HI BISCUS. (21)SELLG(lhl, (5 )A LA MGNOA, GAR. O A G _ N 3GAL _HT. (>oi RGJOCONGO_ TGPL iGAL 3GAL. CARIS5AE PLD'6AI{LI.S GG_ ,I \.. 4 LATANIA PA L M. "�55 LLOI,M. 3GA G.. EX. ROYAL LALP }o)EIPeBU9H �INGSMAN�LE�RIFTWOOD LANDING RD. (`ICE PINKGLeAITDEP_ V � E� LP1 3 GAL. 3 (-AL GAL il CRINUN LILY, o f 4 6 16 FEET s 4 IT SCALE:1/8" = V-o" -__� T AND SCARS, SJRN MARKS AND 5 LAYERS CF BURLAP. 5-7. a',ie' WOODEN BATTENS. CON ,, IICO\ ITH G; Q EA EL VIN ANDS_ -,AITOOCP.RAC I(3EA,M�INJ NAIL TO BATTENS G STAKES (3)".:'+36' 11OOD-H STAKES 3" ./LC AIEP EXIST ING O,-,15T JRPED SOIL FERTILI2 ER TABLETS AS SPECIFIED PE ACE UNIFORMLY AROUND ROOT hI ASS BETA' EEN MIDDLE BOTTOM MIN.3 TIMES THE WIDTH OF ROOT MASS OF THE ROOTBALL NOTE: ALL PLANT TO BE FL QIDP-, GRADE CR BET TER �1 PALM PLANTING DETAIL st r ULCH 3 FROM STRPS 3'4ULCH La" EB PP --AP-; P_ANTINC-SOIL FEP-ILI-ER-LB�ETS AS SPECIFIED_ PLACE III=CPN_V hPO:;n:; ROO" `1ASS _N NIDJLEG 3C:TT0'4 O ROOT MASS. EMSSTING _ Nj S'UNBED SCL- NOTE AL_ MATERIA_ "O BE FLORICA •1 OR BETTER 0 SHRUB & GROLNDCOVER PLANTING DETAIL NOTE BU D SHALL BE PEP.PENDICULAR TO GROUNDPLANE TRJNKSH4LLBE STRAIGHT AND W ITHOJT CURVES NO SCARRED OR SL,E <EYED -PUNKS. =INISH PC( PLCEIVIN( APRCA ROO' ILA. L DI NITER 'BLRRICINE CJ 1 OP F JLL HEAD EE SPECIFICATIONS NOES ALL'NOOC Sk-, L �E SP�•,CE CP-r-IG-%ESS_3E T: 2 CRCSS TIES SHALL TO- CROSS O /ER \V CO> ?OOTS REMOVE ALLSTRING f OR A' IRE WRAPPED ARO.;N:-,t„IK. P REMCVEALL STRAPS.ROTESV✓IP:G, OR STRINGS USED -O_IF' THE ROCTBA_L S P. Eh1OVE ALL BURLAP &/OR A I>E EROI'I THE TO: 0- THE ROOT BILL 6 TOP OF P.00TBGLL -O BE SET E BE_OV/ PHISF SI.RRC',,NDE. ING FINISH GLAD z'1z"X4 STAKE e Xi X_ CROSS h'-MB1 1"UXA CROSS MEISEP O ROO-B4_L- 'ILLED ANJ LOOSENEC NA -I\ -I SOIL BACKFIL_ x-2.5 DRYWALL SCREWS i1"':(4 STAKE - bLPLAE TO PROTECT_PEE- MINIMUM 5 LAYERS i NCN-SLIP METAL COLLARS R,' 2 X 4 A'OODEN STRIPS OVER BURLAP ti SOIL SAUCER TO I-CL: AA -ER PLAIT PI-V ­ TO2 IBO E CRADE 5' i'IULCH. IEFEP TO SPECI:-ICA-IO^ S IS a X 4 BRACES ILI', ED -0 , K 4 AOCDEN STPIPS z'X c'X 3 STAKE NA- IV E SOIL B4CKEILL OR 4MENDED SOIL AS REQUIRED B1 SOIL ANALYSIS COI4PACTED SOIL TO PRE\'ENT SETTLING EXISTING SUBGRADE NOT ES. STAKInG b GUYING REQUIRED FOR PALMS, IF NECESSAPY. OR AS DIRECTED BY THE LANDSCAPE APCA I ECT ALL PLANT LOBE -LORIDA>,CR BETTER PALM -PEE PLANTING AND STAKING DETAII_ V I Nu FERTILIZATION SHPI,BS AND TPEE ALL TREES AND SHRUBS SHALL BE FERTILIZED \NITH'AGPIFO?M' Jo 15-5 PLANTING TABLET S AT TIME OF INSTILLATION AND PRIOR TO COt-'*PLE HIGH OE LIT BACKFIIL ING. TABLETS SHP LL BE PL ACED'JNIFOMLY AROUND THE ROOT h14SS OF A DEPTH THAT IS FETIAEEN T-E MIDDLE AND BOTTOM OF THE ROOT MASS. 4PPLIC4 ION RATE. GILLOL GPPTL�TIBLET GA'_LCN CAN, z'GRI`1 TABLETS 5GA_L CIJC-, -[ GRAM-LBL E'S 7_ALOI CAN. 4 -RAv TABLETS R_FS. GRAM TABLETS EACH/ CF CA,.IPFR L', 1S. CRAM TABLETS G OUNDCO G-AS +LL C'GVVOC'J ER AREA_, FN_L RECEIVE: ER ILI_A710N AIIH OZ-KOCOTE TINE PELrASE=ERTILI7 ER IS >FP MAN'J F4CTJ-EPS SPECIFICATIONS. TREE PLANTING DETAIL 3TO 5TIMES HOFF. ALL PLANT TO BE FLORID. , GRADE OR BET'ER ALL SH RUBS; GROUNDCOV ER TO BE PLANTED ACCORDING TO PARTICULAR PLANT SPECIES SEE PLANT LIST POP 'C. .) SPACING. 18 M.I:N. SE_ BACK FOR G4P./BS S GROJ'.DCC\ ELI BACK OF CLP4/ NOTE BED LINE A',L PLANT TO BE FLORIDA n OP BET T EP (D PLA ITT SPACING DETAIL BSPLAP IC PRE ECT T.EE- MINIMJM 5 LA 'EPS L NON-SLI1 METAL COLA RS TP17 SP ICE INPAP ROOTS IN/ COMMERCIAL GRADE -BAC✓.FUL V// 5- PEAT & NOTE: ova. QUALITY ELL SAND 1 ALLOW 4- WEEKS BEFOPE MOV ING TREES 2 PROVIDE DRIP IRRIGATION. 3. ALL PLAN T MITEPIAL TO BE FLORIDA , GRADE CR BETTER 9 TREE ROOT PRUNING DETAIL Nn MULCH j FROM TRUNK MULCH 3' DEPTH TILLED INS LOOSENED v TIVE SOIL BACKFIL_ LNDISTJPBED SOIL 'STAKE\%/ ; TAPER MIN ,8' JNDISTURUED SOD NOTES: 1. ROUGH GRADE PROVIDED BY CONTRACTOR a'.5' BELOA' GRADE a. RAKE AND REMOVE ALL CONSTRUCTION D-BPIS 5. P RIORTOLAVIN GSODADD80%HO:TAN4IN_� % CA N4DIAN PEAT.,Mlly, 4 AFTER LA'ING SOD APPLI NECESSARY 1tiTICIDES AND FUNGICIDES. 5. IPPIGATE REGULAPLI. REFER TO IRRIGG'IJN �RL\^/IIJGS SOD"S� �IES'G BE E=-ERMINED) MN BPriL iH ONL ,CAN4D AN "EA, ''I OF.TH TO> SOIL 1C) SOD PLANTING DETAIL BASES 'NO CROA' N SHAFT (9 PALM SPECIFICATION DETAIL L.ndae.pe M.UNA Sch.del. ITEM NO. COMMON NAME BOTANICAL NAME QUANTITY NATIVE SPECIFICATION TREES , Sv Pine Pendenus b[briva x S..p.p. Tr.e C-1.1. u.;rw. 2✓ 15a,5'To Form Arch...y PALMS 3 A6®.1.r D.I. Ptychos ne eleeans x 5-e'GW 4 Akx..der D.I. Ptych m. Iqm, 3 5'.1o'CT 5 A- PA. Dv, lutescena 3 t7-y'OA HT. 6 A-V him A-V pinn.b 1 6. CA HT. 7 Bi-Ick P.hn B.merde. nob& t a' CT. B Chin -Fan P.I. uwW -ehin i. i 9 Christmas Pdm Ad -id. mere@i 3 -4 Id 10 D.I. P.I. Ph.-m ..din.l. 1 to-12'0A HT. n Flahbil P.I. Cr b wens 3 15 HT. . W.ni-Pdm D' sperma.lbum 1 VCT. t3 Hurri-Pdm D' .o. Ibum rC CT. 14 U-6 P.I. Ui I.5nndi. x9 4' NT. 15 Silk- L.I.r. Pdm tabnie loddp« i ai t6 Ph P.I. Rh.pis.acds. 13 ALIT. 17 R-16.1-n P.hn Phoenixr 16.kmi 1 VCT A Rwb.I.nii P.M Pho.niir 16.16Ml 1 8•-ro•CT w Th.lch P.I. thr'.1.arad.b x ✓ 4:4 T-6. P.M q..erul. m.d.r Innis 151r, HEDGE/SHRUB m As.AuU Viburnum adi b i.- 0 414T. xx Ca k.r Aolyph.rhomb«d.. 3 i LIT. x3 6.f Aol h.rhomboid.. x 514T. x4 Ginum L4 4'4T. a Dom-. Dambe . aA hi 3 '4 m G.M.M. Grdani.'.sminoidea x 4r4 a7 S-11 L..rCkd. Ciud. tU" 28 V EIT. F.T.B. Sibs Buttomwod Conocrpua areeks'S.riuu 13 ✓ ALIT. F.T.B. xp T 4J_rne T.b.rn-t.n.div.ioks So 3G.L VINES/GROUNDCOVE23 3o All-d. Alkmanda oth.k. 75 3G.L s A.ih-ium Anlhusium.rdr..enum ,5 3G.L 3x Bou 'nMll.. Bou im4lka A 3GeL 33 Bou ainMlle. 9wpinvilles spµ 36 7G.L 34 Beu ..silk. Boupin.ilka apµ 4 ri AT. Faµ T. W.II 35 Ch.Bce Vine Solandr.-ime 4 WELT, &W To WAI 36 C_.n Z.mi.mk doY. r5 ✓ 3G.L 37 D.r.rr E6ph.M Er 46race.. '05 3G.L 38 Fir.buah W-6Rt.- 55 ✓ 3GA m PinV11r, Odo 1-.cupid.-rm 5P . 40 Giant E6ph.t Fr Akrad. mavonhv x8 -3 7G.1 41 Hibi- Flib.cus spµ 45 3G.L 42 Wb. . Wib-. Vp. x3 7G.L 43 k. Pink OI..dn Nanu. aI. dr'k Pik 46 7GA 44 .1-biro JuAic". osmu x5 3GeL 45 Kinp M.9. Thunber®e.red. 35 3Gd 46 Phikd.ldroo Gi3.nt.am Phil dandron Gipnteem 16 7GA 47 R.I.Con PhAod.ndron bta r_V q'o - 3GeL 48 S.11oum Phg.6.dron bipin-bfidum 36 7G.L 49 Ti P.nt Cor ke l-6- 4- 3GA SOD So D.mond Zo '.Sod Zoyak' ponio Sdid w4 Y aso/xo b w soil mi, roll. top - dress sJpmts• Sty thN by w tr.dor MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 R N w NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM LP2 STORMWATER RETENTION CALCULATIONS A. SITE INFORMATION fatal Pmp—Area=-29.N8 sq.D. Proposed Drainage Area (excludes road,..} easemenB? - 21.971 sq.It. Drainage Aree Impervious Surface (proposed -donee dm e„..' p-L deck walk-y,N 1005? sq.0. Drainage Area Peni-Surface IL818sq.fl. B. ESTIMATED STORMY. ATER RETENTION VOLUME The mlention ,plume is estimated using the Rn[ionaI Method (Q-CiA) n C 1.0 Limpenio.. surface) C, tperv'Paa.orr ee) iNhr I p - us Surface R...HVolume: 10. I m1h, . 10,053 ag0x Iftil2- 838-T. P -n R tTVolume: 0 2 � I m1h, x11819 sgft IIt'12- 197-TI, Total Volume tP be R- n d 1 035 eu.0. C. PROPOSED Ea"FILTRA TION TRENCH SIZING I. = Total Length of Trench P,,,ded = 75 It W Trench width = I 0 K = IT, d-hl Conductiri1, = 0.00(105 cfs sq.ft.'ft PC head IH2 = Depth m water Table = 2,50 It DU = Un-Sana.t.d Tmnch Depth 150 It US = Saturated Trench Depth = IDO It V Volume Treated - 1,047 c 0 v APPROX. LOCATION OF \ EX. SEPTIC SYSTEM / \ NO WELLS OR SURFACEWATER / + \ E%. RISER BOX WITHIN 75' OF PROPERTY LINE 10'W X 2.5•D % 75'L EXFlLIRATION PROPOSED RETAINING WALL ( DESIGN BY OTHERS) + }5 E%. TP / } •S \ }5 (TO BE RELOCATED) TRENCH WITH 12" PERT. ADS N-12 PIPE TOP OF TRENCH EL = 3.D0 24' NYLOPNST DRAIN BASIN WITH BAFFLE 128.58' PIPE INV. EL = 1-0G - - - GRATE EL = 4.67 - 40 PY + } } } } MIN. 5' WIDE TRAFFIC EARING TRENCH DRAIN E%. UTILITY BOX GRAZE EL = 4.00 I 8• NDPE I INV. EL. = 1.60 / � / Proposed DRAI 24• NYLOP N + Motor Court / b+ BASIN BAFFLE + SO11D LI EL 4.75 M1+ / �� `ti9 °+ WALL } $ PROPOSED RETAINING / BY OTHERS) (DESIGN /N IGGING 0NE CALL F NC. rt u UNOBSTRUCTED AREA REQUIRE / UNOBSTRUCTED AREA PROWDED� 986 SOFT. DRAINFlELD AREA REQUIRED = 55D SOFT. + ❑® "� hR' Proposed Walkway Legend. + / ® + EXISTING ELEVATION PER O'BRIEN, SUITER & O'BRIEN (NAVD-88) Proposed J ,A00 Walkway PROPOSED ELEVATION (NAVD-88) AREA DRAIN i/ GRATE EL = 5.00 K,_ -7.Oo- -PROPOSED ELEVATION CONTOUR (NAVD-88) /h DECK DRAIN WITH MIN----� 2" VERT. OUTLETS (TYP.) FLOW DIRECTION - - GRATE EL = 6.00 EXFILTRATION TRENCH AREA DRAIN GRAZE EL = 5.92— II AroOSLII 11 AREA DRAIN CRATE EL = 600 C AREA DRAIN I I I AREA DRAIN GRATE EL = 5.00 — — — TO Q TWO StOTy Residence - ��e1 o1 �� pp IIII IIII L - - I� 24° NYLOPLAST DRAIN BASIN WITH BAFFLE I SOIL BORING LOW ON I i o 0 8 n Ilev. = 7.00 NAVD ry u u APPROX. LOCATION OF ELEV. = 3.0 N VD S > AREA DRAIN X.. SEPTIC SYSTEM O - GRAZE EL = 6.00 - IYI / i !I fi HOPE INV. = 3.SD w� 1 I s 4g > DECK DRNN Wlhi MIN. Np iK I 'Os b 2" V1 DUIILETS (TYP.) q MN. L cltA EL = 6.oQ n Proposed ovERFLow o 0 35-5 Prop ed En Deck (BY OTHERS) FE PROPOSED RETAINING ALL �• Notes. I (DESIGN BY OR RS) Propose T Loggia Proposed PROPOSED SITE WALL N 1) Exfiltration trenches and storm piping to be protected from + I �+ + / Pool (DESIGN BY OTHERS) roots with a root barrier. ti. ti ti j 2) Roof drain downspouts are to be connected to the proposed drainage system. Contractor to provide engineer with SOIL BORING LOCH ON / X Q d t l ti i t i tall ti f d t ELEV. = 3.0 AVD + ownspou oca Ions pnor o IDS a lon o rdlItage sys era. 3 Exfiltration trench design uses an assumed value ofhydraulic draulic ) g y conductivity. Client may obtain a sites specific test for tY Y P hydraulic conductivity prior to exfilnation trench installation. 4) Contractor is responsible for installing and maintaining erosion control measures during construction. 5) Video inspection of Storm drainage System required prior to EX. CATCH BASIN GRATE EL. = 220 installation Of sod QD• EA EMENT IA.) I I + I h 'L�\\TANK AREA DRAIN - GRATE EL. = LGO -�AV1TY SEWER AT - l � MIN. 1/B"/FT. SLOPE ( o a ( I I ! EX. CATCH BASIN D C� GRATE EL. = 2.35 10'-7" i 1 •\ I \\ MIN. 1,350 GAL 67j CATEGORY 3 SEPTIC (SEE NOTE 4) o, "'_l; D s ID zn w C Scale. 1 � - 10t Re.isionv 1 2 4 ;;=:d 55 l •\ \ + 8" HOPE INV. EL = 3.50 8" HOPE INV. EL = 3.50 \ PROPOSED PVC SCH. 40 \ WATER SERVICE + + e 10 \ •-5.D0-•- 179 PROPOSED SITE WALL \ ` _ EX. BACKROW / (DESIGN BY OTHERS) \ PREVENTER / AREA DRAIN AREA DRAIN 7ARA Chad M. Gruber E%. FIRE'S .-.-.-.-.-.- ._4o0..-,_.-,- HYDRANT GRATE EL = 6.00 GRATE EL. = 5.00 GRATE EL. 1 6.00 I � �3.00� + ` + EX. WATER •�o°' ryyv ,YA`O METER i + _ _ - - -+ - - - -_ - Driftwood Landis - - - - - - + FL PE No 57466 b + + M1' ti- Sheet N.. NO WELLS, SEPTIC SYSTEMS OR SURFACEWATER WITHIN 75' OF PROPERTY LINE C-7 — — — — — — — — — — — — — — — — — Plan Background from Hardscape Plan by Nievera Williams Design Received 2/24/22 0 2022 Gruber Consulting Engineers, Inc. General Notes & Specifications: I) The contactor shall check all draxings famished immediately Upon their receipt and shall promptly noti(v the engineer in xnting afar, discrepancies. Amthing sho—an the daxHngs and not mentimed in the specifications or mentioned in the specifications and not shown on the dra—gs, shall M oflike efT t as if shown or m,,It... d in both. 2) Finae marked o, draxings shall, is geneal. be folloxed in preference to scale measurements. Large scale draxings shall in general, govem small scale draxings. The c.mrect.r shall compare all draxings end venf, the fignres before laying om the work and will be responsible for amenors wbieh might hm a been avoided Ih-III When dimensions on the draxings are aft tad b, the I, pe of equipment selected. the eonhacto, shall ado as, such dimensions as conditions n.y require. 3) If the contractor, in the coarse of the work finds env discrepane, betreen the darical ing, and the physconditions of the hmAily, or in the draxings or in the l.,mrt as given by points and I,, In .... or discovers not ..— nndergronnd or .hove ground conditions or anv other Um poI conditions requiring additional work by the corra—, u shall be his duq'to medianch' inform the engineer, in —tog, and the engineer shall promptly check the,,cure,, ofthe information. Any avnrk done after such hay on. omit.., necessary changes are authorized. will be done at the c 1,,,mrs risk. 4) Ifam'pan oflha conhactors x ark depends, for proper axe h-or results, upon,he work ofany other contractor, the conhazmr shall inspect and measure xrork already in place and shell at once report no the eng_ anv discrepancies be— the executed work and the dremngs. 5) The engineer or his authorized representative shall have ( access to the xnrk of the contractor at am time for the purpose of inspection. The e.0 In, shall furnish the fn,flut ate delemtine. In, best as can ressambh' be done. the nevrze and Ruston' ofthe l k performed. Such assistance.f the convector shall, if necessan'. include the uncovering. testing or removal of p,nimK of the finished ,ark. 61 All debris shall be removed from the area and legally disposed. Debris may be burned upon obtaining proper boning permit but am anbamed remains are to M disposed of a, direeted by the o er or his representatives. 7) The contractor shall be responsible for protecting all buildings, stmennes. and utilities that arc Lmderground. above ground. or on the surface against conshuclinn operations that ma, be harardous to said facilities and shall hold and save the owner harmless against all claims of damage. Thecontractor shall. by repair or replacement. ren.m to equal or Miler condition all p...ment. sidex'alk, lawns. Utilities and other items damaged by this eonstner-aefntv'. 8) Th, contracha shall be m p...IN, for .banning all regUined teats and shall zhmit reports by en independent testing laboaion- .Pp rm'ed by the engineer Should any test fail to meet specification as shown herein, the ...ta„or shell. at his exper- correct all deficient work and submit lab to, test results shoring complianc, with these specifications. 9) All work shall be pert reed in. ,,,km,, like manner and shall conform with ell epplie,b], CiN, County. State and Federal regulations and or Codes. They arsetorshalloboonallperrnits and licenses required to begin work. 10) The contmetor shell visually examine the c,n,tm,t,,n site to determine the amount of da,nng and existing facilities to be replaced, removed and: or relocated which may be required in order 1, complete the xnrk. 11) The contmetor shall give the engineer 48 hams notice prier,. regacgLdred sUng reinspections and shell supply ell equipment necessary to properly test and inspect the completed nark. 12) The contractor shell g,aantee all work and materials (or a period of ear from he d.te of proiee, acceptance, during xineh all faolxr .nsvnd— -Imaterials shall be connoted a1 the contractors expense 13) All x'ork shot] M accomplished in A safe and workmanlike manner. The comactor shall comply xilh all applicable lens and regulations of any public and'or pmate bad)' having jansdicfion for the safety of persons or pmpem or to p,otecn them from damage, innov o, loss and shall are,, and maintain all necess.r, safeg—da for smh safety and protection. The responsibility for project safely rests solely and specifically xith the contractor. Local agencies and their employees and agents ere speeifca11, indemnified and held harmless Room am' actions of the conhecior relating to the s.fety procedures implemented during consnmenion and from an, anima bmught by an, persons regarding safety. personal injun' or property damage. 14) Minimum Construction Inspection Checkpoints: 1)Pnor to anv major deviation from the approved plans 2) Prior to b.I,kfilling of trenches containing hod —he conduits so then jointing may IN,mmutually epproced it Upon completion of subgrede compacting 4) At the time ofdeliven' of base material 5) Upnn completion of the base and prior to priming 6) Inmedodety poor to and open the first and second applie.bi of the plant mixed wearing course 7) Upon omp.an of construction, a final inspection rill be made ssuh prolecl representative 15) All unsota 1, material such as mock, mad and debris shall be Dyed Gom lim the its c. of.svuemn and legally disposed. A, the engineer's direction. muck may M met piled on the site at designated locations for nse in landscaping. I6) All material and equipment to be famished and or installed by the conhaetor for this project shall be goarrotmd for a period of one car from the date of final acceptance thereof, against defective materials, design and m kmensh,p. Upon receipt of notice from the er of failure of any pan of the g.... nleed equipment or monenals daring lM1e gueamee period, the afTect,d pan, pans or manerials shell be replaced promptly xith new pans or manenals by the contractor et no expense to the a, a,. In the event the ,nntmcnor fails to make the necessan' replacement or "Pat, ou in en (7) days one, notification by Ih,.—a,, the ovvncr on, —nopush the xnrk at the,dse enof the c.m on. 17) The c.nlmeto, a hall eenplete'a built" information relati, a to pipe lengths, materiels and anv deviation from plans and provide a cup)' of such to the owner end engineer for final acceptance of the conusel.es,ork. YIN. COVER RIGID PAVEME SPRINGLINE - 4• FOR 12•-24• PIPE` 6' FOR 30•-60' PIPE NOTES: L BACKFlLL MIN. COVER TO PAVEMENT, H 1) ALL PIPE SYSTEMS SHNI. BE INSTALLED IN ACCORDANCE MTH ASTM D23Z1, 'STANDARD FIR CTCE FOR UNDERGROUND INSTAl1AT10N OF TRICTIASTIC PIPE FOR SEVERS AND OTHER GRAVITY ROW APPDCATOxS', LATEST ADDITION 2)MEASURES SHOULD BE TAKEN TO PREVENT MIGRATON OF NAIVE FINES INTO BACKFlLL MATERIAL WREN REWIRE) 3) SUITABLE WUE6DL WHERE THE TRENCH 8070M IS UNSTABLE WE CWThCOR SHALL EXGAVATE TO A DEPTH REWIRED BY WE ENGINEER AND REPLACE MTH SUITABLE MATERIAL AS SPECFE) BY WE ENGNEER. AS M ALTERNATIVE AND AT THE DISCRETION OF THE DESIGNENGNEFR. WE MINN BOTTOM MAY BE STABIUM USING A GEDTEXTLL MATERIAL 4) BEDDING' SUITABLE MATERIAL SHALL BE CUSS I, II OR III. THE WNTVACTW SHAEL PROVIDE DOGUMENTATW FOR MATERIAL 9'EGDCATON T) ENGINEER. UNIESS OTHERWISE NOTED BY THE ENGINEER. MINIMUM BEDDING THICKNESS SNALL BE 4' FOR 4•-24• PIPE; 6' FOR 30'-60' PIPE 5)INIIIAL BACKFlLL SUITABLE MATERIAL SHAL BE CLASS 1, B OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6' ABOVE CROWN OF PIPE WE CONTRACTOR SOUL PROAOE DOCUNEHTATON FOR MATEWAL S'ECTCATION TO ENGNEFR MATERIAL SHALL BE INSTALLED AS REWIRED IN ASTN D2321, LATEST ENTON. 6) MNNUM COVER: MINIMUM COVER H IN NON-TRATHC APPUCATONS (CRASS OR LANDSCAPE AREAS) IS 12• FROM WE TOP OF PIPE TO GROUND SURFACE ADDITGNAL GIVER MAY BE REWIRED TO PREVENT ROATATION. FOR TRAFFIC APPLIUTW$ MINNA COVER, H, IS le UP TO 48• DAMETER PPE AND 24' OF WAR FOR M'-6D' DIPMEIER PIPE MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVENENT OR TO TOP O RIOD PAVEMENT. TRENCH AND BACKFILL DETAIL NO, 4 CLEAN, WASHED ROCK 24" NYLOPLAST DRAIN BASIN CLEAN -OUT_ RECOMMENDED PREFABRICATED BAFFLE GRATE OR LID VENT RECOMMENDED 24" DUCTILE IRON GRATE of se STANDARD APPROX. DRAIN AREA - 194.60 SO.N. APPROX. WEIGHT WIN FRAME = 124GD LES. STANDARD GRATE HAS H-25 HEAVY DUTY RATING SOLID COVER HAS H-25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H-ID MEDIUM DUTY RATING � 24- DIAMETER (TYP-) NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET T TA TRENCH LENGTH } LENGTH7 = 5' NOTES: 1. TYPE 57 ROCK IS NOT n ACCEPTABLE FOR USE IN EKFILTRATION TRENCH 2. ALL FILTER FABRIC SEAMS TO HAVE MIN. 12' OVERLAP IMN EXFILTRATION TRENCH DETAIL N.T.S. COARSE ROCK WRAPPED IN MIRAFI 140 NL FILTER FABRIC DR APPROVED EQUAL QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 MATERIAL DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WTH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE/COVER R rESO r� 0 0 O O 'mEIR � STANDARD min STPNDmO (H.1) RATED DRAW NPA • 627 so. wLH DRAIN NSA - 29.7 SO I" AMECQSS GRA1 OR EASY 55 urrw-era:e W`INGD ^ M41EPo11 ,AST IRON telAISTY. MATERIAL SHPll MNIRNM TO .-. Res--1. PFIlES1Po1N M-ID) RATED son) MATE DRANAIEA • 51M 50. INW P., (ABRNGB ARE NRNWE➢ INN A BLACK PANT NQTE*. TYPE OF GRATES & INLETS TO BE COORDINATED NTH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, DR APPROVED EQUAL AREA DRAIN NITS DETAIL IGGING 0E CALL E NC.�w a- m1n ARPEo ram AND, In. IQ ALTO A OR EN0. APPRDVTD EWN SURFACE MATELPMe PER *ll—BE,11.11 SPEOTA DESON PUN INNBEEaNNING OF SYSTEM INLRISER INLET msR PoSER p1PPNC SNAIL PEP PPNG, WPREG1AU. BE BY AIRS OR AN PRGS FRICIAW FAC10R APPRDVED EWIVMINT. ALL (n < D.G2) SUNOS/MUPUN4S SMJL BE 'PRD LINK ar OR'S4M6 35' anI Pre A -tam. SM 35 OR 9oa PNC MIN D-PoN6 BE11 MO SPIODT JDN15 ARE ACCEPTABLE EGRVAIEHT SYSTEMS 9a Hltl TUEPPE SGE AND NA�EPo11 PER PLAN SHEET LAYOUT DIRECT RISER INLET: TYPICAL INSTALLATION N T.S. 0—_ 0- 0- 0- 0— 0 2022 Gruber Consulting Engineers, Inc. i P A V E D \\ / LOT 1 LOT 12 / \ Fl LOT 3 40. I Tp. L 20.00' I 9-O'AtdG PAW4.16 AMC FRO99T INE v (FDAO1R` RALRaAMr LO 7% �o , s I 2T �ar / Q' T7aF H'TRE +36 +29 24" MEE fY O" ME / 30' PALu / P / / rr' TTFE +3d/ 24" QIbTER 3r ITfEE PAWS THE ¢' gnnmARE Sa vAUT BPAM 8 _ PAIN .A7 \I� 24" TIdE itfE 2 /I\\ 24" o PALV B' TlFE JD' PAW GAF �' TT�E QL6/FR +27 SY�l7 PN1! PAW 0 o O � c 2 24' TIDE 24' MAAW H' PAUA f' SEAGPNE Qlb"!ER +T9 +2b tY p" MT PAW I 5' P" 97 AW �a P.1LN Wyy +19 PAW 49' TREE 611dF Q16TER i F 24'MALYLGI +35 8' PAW IaFr. PAW Ma �J1F +� 0 WN. � DMF TWOX LAMING L 4 vsgeff (mvAa) +zaz + +xas 179.00' P A V E D -07 + 6 7 L 0 T 7 LOT 8 LEGETD.• WA = WATER AETER F)i = FHE HYDRANT BFP. = HACK FLOW PREVENTER UB = UTUTY BOX +247 = ELEVA77ON BASED ON AE.RTH AAIDWCAN I-AETG> SVERTLM N98 SO.f�'E FLOOD ZONE AE (EL 6) CCMALNIY PANEL AC2 125109 MAP AKL• 12099CD96F EFFEC77VE DATE OCTOBER $ 2017 ADTE ALL BOLMARY LASS AAO AAC]LAR D&CSC5 ARE FLAT AAD SURVEY 04= STATED OTFERM.W- ALL DW04"(CVS SFpWN FEREGN WE B44D ON TIE STAADAR D US FOOT. THS SURVEY HAS ACIEVED A AO�6.dM LEVEL OF LYOSbFr OF 1 F00T N D,000 FEET AS IEIX�ED FOR CQN.£R IAL/HCi a9K Fi2Ork72TY QOSilE WAS AC4EVED BASED ON A RUXMAACY OF A£ASLfa WWTS FOR VERTICAL, hOWOVTAL MD AAGLLAR A10v5lC5 AID SLBSUFAOE SEAhYY1 WAS MALE FOR UT LITES OR (MERGROfAO FOOTERS ro I5 00 LOT 2 DRFTM'OO7 LAAGM ACGL7mAG TO TFE PLAT THEIEOF, AS FECO?CM W FLAT BX K 30, PAGES 231 AID 232 OF TIE PL&C IECOR7S OF PALM BEACH COLNTY, FLORDA MAP OF AS -BOIL T SURVEY 577E ADDRESS DRIFTWOOD LAMING GLCF STREAK FLORDA 33483 PARCEL LD. MO.: 20-43-46-09-43-000-0020 I /EIEBY C TFY THAT T 9RVEY WAS WQE LI[!'R M 9.E CIIATAT AA9 I DE 9TAAVV OF MCI AS .gT R M B TW FLQ90A PRWE590 AL SRYEYLIPS� WWERS N C✓�A/ W-77,�CMA PA UL D. ENGLE L ®»E SURVEYOR & MAPPER J5708 trmm� surrrrm uo uI Av. ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTIRCATE OF AUTFIOPoZATION LB8447 ST.RVEYOR AND MAPPER IN RESPON96LE PALL D. 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CL /\/ 2 0)' Co 3 o = E E ±#a) ± Q © k \ j _ $(U �/\ N E ± — m ma §[\ = 2/ E LL �kf o � § § @ ® cocoD C ) f CD \ coo / CL E =U) 2 ¥ /� f 3\ & �// 2 2 e %\£ WA 7Z < C�e � 9 1 CD m a k Cl? ¥ 2 4 [ � / k kg ¢m I • I w A 1- kj C, all* AV ow N Occa6,61 C7-- e a T- Id - !i'oc � a. n div'o, C) J ilmjjk4 S Hidden Haruour Or CI in( L "W Google Earth I Legend 1224 N. Oceat 37L AF V, AMPP 4 C) Cj ft I SCALE: 1' = 30' LEGAL DESCRIPTION - PARCEL 1: LOT 5 OF HIDDEN HARBOUR ESTATES PLAT TWO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 115, PAGE 173, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. PARCEL 2: PERPETUAL EASEMENT OVER THAT CERTAIN 15 FOOT STRIP OF LAND FROM OCEAN BOULEVARD TO THE ATLANTIC OCEAN, BEING THE SOUTH 15 FEET OF LOT 7, BLOCK D, REVISED PLAT OF BLOCK D AND BLOCK E,PALM BEACH SHORE ACRES (OCEAN BOULEVARD ESTATES), ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 7, PAGE 38, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CERTIFIED TO: FLOOD ZONE: MAP NO.12099CO981F ZONE: X500 EFF:10/0512017 GENERAL NOTES 1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM (N.A.V.D.1988). 7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 8) CORNERS SHOWN AS 'SET ARE 51V IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) AIC-AIR CONDITIONER P.O.B.-POINT OF BEGINNING WM-WATER METER P.O.C.-POINT OF COMMENCEMENT AL- ARC LENGTH P.B.-PLAT BOOK (C}CALCULATED PG -PAGE (M)-MEASURED U.E.-UTILITY EASEMENT 10.0' D.E. (PLAT) I I I (FOUND NAIL AND DISC Q!� I LLI I F- O o J W O (L M Wx d 0 'M 15.0' ® ' < otf 0 < :D cr10 i F- W >I:DLL Flo �I pal 10'I ca p Z F- I LL1 Z I y, U al N O LUO-) N 0 Q O v 1 TRANSFC �I 10.0' f 15.0'C?l0 a Q� o Q U- CO 10.0' O z D.E. (PLAT) m mi D.E.-DRAINAGE EASEMENT P.U.E: PUBLIC UTILITY EASEMENT L.A.E.-LIMITED ACCESS EASEMENT L.M.E.-LAKE MAINTENANCE EASEMENT O.H.E-OVERHEAD EASEMENT OF CURVATURE NORTH OCEAN BOULEVARn CURVE TABLE CHORD LENGTH CHORD BEARING ILENGTHIRADIUS1 DELTA Cl 1 43.98' 28.00' 90'00'00" 39.60' N46°52'40"E LEGEND: (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING) R-RADIUS(R) (P}PLAT ELEV-ELEVATION -LIGHT POLE # -NUMBER ® -WELL -FENCE O.R.B.-OFFICIAL RECORDS BOOK EOW-EDGE OF WATER FF-FINISHED FLOOR -ASPHALT pG -WATER VALVE ± -PLUS OR MINUS SQ.FT: SQUARE FEET TOB-TOP OF BANK LS-LICENSED SURVEYOR -CONCRETE ¢ -CENTERLINE `a+ -POLE AC. -ACRES OHL-OVERHEAD LINE LB -LICENSED BUSINESS PAVEPoBRICK ® -CATCHBASIN ® -MANHOLE DB-DEED BOOK(D}DEED C/0-CLEAN OUT PSM-PROFESSIONAL SURVEYOR 8 MAPPER -WOOD YJ -FIRE HYDRANT X% -TOPOGRAPHIC ELEVATION � Q a �L O POINT OF I� INTERSECTION FOUND J W 7M04 (r I Lu J O m Z LLJ O Z SHEET 10F1 SURVEY NOTES: DRIVEWAYS EXTENDS THROUGH DRAINAGE EASEMENT ALONG FIELD DATE: 01/25/2021 DRAWN BY: O.K. I HEREBY CERTIFY THAT THIS SURVEY MEETS NORTHERN AND WESTERN BOUNDARY LINES AS SHOWN. DRIVEWAYS CROSSES THE BOUNDARY LINES ON NORTHERLY AND ORDER NO: 1000118720 5601 CORPORATE WAY, SUITE 103 OR EXCEEDS THE STANDARDS OF PRACTICE THE S APRLARING WEST PALM BEACH, FL 33407 SET FORTH BY THE FLORIDA BOARD OF Oljl;: DOCUMENT WESTERLY SIDES OF LOT AS SHOWN. FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT REVISIONS: NexgenSurveying.com LB#8111 EXCGEN NSURVEYING, PROFESSIONAL SURVEYORS AND MAPPERS PER CHAPTER 5J-17, FLORIDA VVASAUTHORIZED4,Y - DETERMINED. PHONE: 561.508.6272iYDE 0. MCNEA` -FENCESEXTENDTHROUGHDRAINAGEEASEMENTALONGSOUTHERN BOUNDARY LINE AS SHOWN. FAX: 561.508.6309 LLC. ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA PSM2883 O40,-4/2572 71 - FENCES CROSS THE BOUNDARY LINE ON SOUTHERLY SIDE OF LOT AS STATUTES. SHOWN. TOWN OF GULF STREAM ARCHITECTURAL REVIEW & PLANNING BOARD REPORT Application #: 22-7 Owner: Stephen and Jennifer Streit Address: 590 Wright Way Agent: Patrick Ryan O’Connell, Architect Proposed Improvement: The applicant is seeking to renovate the exterior of an existing two-story house. The exterior scope includes replacing doors, windows, roof, a new covered entry feature and other cosmetic improvements. Additionally, the applicant is proposing landscape renovations and renovations to the existing pool. Approvals Requested: Special Exception: A Special Exception to allow the addition of 20 sq. ft. of covered entry. Level III Architectural/Site Plan Review: A permit to renovate the exterior of an existing two- story house. The exterior scope includes replacing doors, windows, a new covered entry feature and other cosmetic improvements. Additionally, the applicant is proposing landscape renovations and renovations to the existing pool. Gross Lot size: 25,670 sq. ft. Effective Lot Area: 25,069 sq. ft. Proposed Total Floor Area: Allowable Floor Area: 7,614 sq. ft. 7,812 sq. ft. Zoning District: Core Roof Height: N/A Finished Floor: N/A Eave Height: N/A Pervious Area Required: 10,028 sq. ft. Pervious Area Provided: 12,159 sq. ft. Issues Considered During Review: Section 66-144: Standards: Regarding Level III Architectural/Site Plan Review Section 66-367: Swimming Pools Section 70-72: Special Exception FAR Section 70-100: Roof and Eave Heights Chapter 70: Gulf Stream Design Manual; Article VII: Predominant Architectural Styles; Division 3: Gulf Stream Bermuda Style Motions: Motion to recommend approval of a Special Exception to allow the addition of 20 sq. ft. of covered entry that exceeds the maximum permitted FAR. Motion to recommend approval of a Level III Architectural/Site Plan to permit the renovation of the exterior of an existing two-story house including replacing doors, windows, roof, a new Town Commission ARPB File #22-02 TOWN COMMISSION March 11, 2022 Page 2 covered entry feature, other cosmetic improvements, landscape renovations and renovations to the existing pool with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. _____________________________________________________________________________________ ARPB Date: March 24, 2022 Q IL D: IL Q O J LL ZW w O LU cn > J W � o U. 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O Q) 0 co U �Em co ` E a) M 0 O U C > 0) 3� S c o U) �t a co O � O Z C C co 0 0 0 Z } J C a) co C ` w a) C) £ c U O O N N w 3 0 'O O 0 V L 0 , O _y O O_ L C a' a) o (6 7 c O N U -0 Q) V 0 «p L — O CL C O m O E a) rri C .` co Z O O 0) L L -C'J C 0 L O a) L a 3 Cc• o O E �' a) C > C > O a)U C E a) C U U L L Cp C C N C Co W acc a) > > O O a) U O) N ` m Q O O O E � a) � 0 •c a O) cD CD L L .. C w 2 n � r � x w SEE C a) E a O a) � �O 0 O ON c 0 a) U as Q cn rnm c co y � o U C Q Q) O L m o w� D v c � Co J M o a� �a " o 0, C a) U C •E c 0 ca N U N C X Co p- C a) co oa > o aa) o a U E E 0 N op z O a O U. z J Q z _O IL O Q a c a� E a 0 a� O O O N c 0 0 U E _ O aOL (D QU) PROPOSED RESIDENCE RENOVATION FOR: 590 WRIGHT WAY GULF STREAM, FL 33483 TOWN OF GULF STREAM, FLORIDA 1 COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD REV. 1 - MARCH 24, 2022400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. THE STREIT RESIDENCE INDEX OF DRAWINGS ARCHITECTURE 1.COVER SHEET 2.SHEET INDEX 3.GENERAL LOCATION MAP AND PROJECT DATA TABLE 4.EXISTING SITE PLAN LOT, YARD AND AREA INFORMATION 5.PROPOSED SITE PLAN LOT, YARD AND AREA INFORMATION 6.EXISTING AND PROPOSED EAST ELEVATION 7.EXISTING AND PROPOSED WEST ELEVATION 8.EXISTING AND PROPOSED SOUTH ELEVATION 9.EXISTING AND PROPOSED NORTH ELEVATION 10.EXISTING MAIN FLOOR PLAN 11.EXISTING SECOND FLOOR PLAN 12.PROPOSED MAIN FLOOR PLAN 13.PROPOSED SECOND FLOOR PLAN 14.EXISTING ROOF PLAN 15.PROPOSED ROOF PLAN 16.RENDER ELEVATION 17.RENDER ELEVATION 18.RENDER ELEVATION 19.RENDER ELEVATION 20.PHOTOGRAPHS OF EXISTING HOUSE 21.PHOTOGRAPHS OF EXISTING HOUSE 2 LANDSCAPE ARCHITECT: ENVIRONMENT DESIGN GROUP 139 NORTH COUNTY ROAD, SUITE 20-B PALM BEACH, FL 33480 561-832-4600 SURVEYOR: ENGLE LAND SURVEYING 955 N.W. 17TH AVE.SUITE K-1 DELRAY BEACH, FL 33445 561-276-4501 LANDSCAPE ARCHITECTURE PROPOSED LANDSCAPE PLAN SURVEY COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE ARCHITECT: PATRICK RYAN O'CONNELL ARCHITECT 400 ROYAL PALM WAY, SUITE 206 PALM BEACH, FL 33480 561-331-2048 3COPYRIGHTC 2021ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COMPATRICK RYAN O'CONNELL ARCHITECT, LLC.-FEBRUARY 24, 2022THE STREIT RESIDENCE1NTSGENERAL LOCATION MAPSUBJECTPROPERTYN1 ASPHALT ROADWAY30' RIGHT-OF-WAYW R I G H T W A YCLI N T R A C O A S T A L W A T E R W A YLOT 11 PORTION OF SECTION 3 AND 4, TOWNSHIP 46 S, RANGE 43 E (INCLUDED)E X I S T I N G S E A W A L LBLOCK 3 15' SIDE YARD SETBACK25' FRONT YARD SETBACK 15' SIDE YARD SETBACK30' REAR YARD SETBACK 2 5 ' F R O N T Y A R D S E T B A C K 143.25'138.00'170.00'148.99'SPA 33'-9 12"5'-10 12"42'-0 14"21'-512"49'-512"19'-4"4'-612"94'-912"50'-3 12"99'-512"31'-634"47'-914"20'-112"81'-63 4" 31'-4" +5.39 N.A.V.D. REFERENCE +4.76 N.A.V.D. REFERENCE 2 STORY RESIDENCEEXISTING POOL LOGGIA PATIO COVERED ENTRY AC AC 34'-10"25'-2 12"22'-412"BRICK DRIVEWAY 63'-3 12" VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940ADDBIDETVITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 411/8"=1'-0" EXISTING SITE PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE N ASPHALT ROADWAY30' RIGHT-OF-WAYW R I G H T W A YCLI N T R A C O A S T A L W A T E R W A YLOT 11 PORTION OF SECTION 3 AND 4, TOWNSHIP 46 S, RANGE 43 E (INCLUDED)E X I S T I N G S E A W A L LBLOCK 3 15' SIDE YARD SETBACK25' FRONT YARD SETBACK 15' SIDE YARD SETBACK30' REAR YARD SETBACK 2 5 ' F R O N T Y A R D S E T B A C K 143.25'138.00'170.00'148.99'33'-9 12"5'-10 12"42'-0 14"34'-10"49'-512"19'-4"4'-612"94'-912"50'-3 12"99'-512"31'-634"47'-914"20'-234"81'-63 4" 31'-4" +5.39 N.A.V.D. REFERENCE +4.76 N.A.V.D. REFERENCE 2 STORY RESIDENCEPOOLSPA 25'-2 12"22'-412"63'-3 12" LOGGIA PATIO BRICK DRIVEWAY VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 STACKEDWASHERDRYER30"REF.30" FRZ.30" WALLDBL OVENMICRO W30" SINK24" D/WSTACKEDWASHERDRYER48" GAS RANGE30" WINE30" WINE18" DW13"SINK24" REF5 COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE 1 1/8"=1'-0" PROPOSED SITE PLAN N 0'-0" FINISH FLOOR FIRST FLOOR 12'-0" TOP OF BEAM 24'-0" TOP OF BEAM 30'-0" TOP OF ROOF SECOND FLOOR-FINISH FLOOR 10'-0" TOP OF BEAM 12'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 6 12 6 12 6 12 6 12 6 12 6 12 6 12 0'-0" FINISH FLOOR FIRST FLOOR 12'-0" TOP OF BEAM 24'-0" TOP OF BEAM 30'-0" TOP OF ROOF ROOF HEIGHT 10'-0" TOP OF BEAM 12'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR SECOND FLOOR FINISH FLOOR 35'-0" TOP OF ROOF FEATURE 6 12 6 12 6 12 6 12 6 12 6 12 6 12 12'-8" A.D. TOP OF ENTRY 6 COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD REV. 1 - MARCH 24, 2022400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. THE STREIT RESIDENCE 1 1/4" = 1'-0" EXISTING EAST ELEVATION 2 1/4" = 1'-0" PROPOSED EAST ELEVATION NEW SMOOTH SPONGE FINISH STUCCO WALLS NEW WHITE CONCRETE ROOF TILE - MITERED RIDGE AND HIP CAPS NEW ALUMINUM CLAD IMPACT RATED DOORS WOOD AND GLASS IMPACT RATED ENTRY DOOR NEW ALUMINUM RAILINGS NEW PVC OUTLOOKERS AT EAVE NEW ALUMINUM CLAD IMPACT RATED WINDOWS NEW PICKLED CYPRESS T&G AT EAVES NEW ALUMINUM OPERABLE WINDOW AND DOOR SHUTTERS MAHOGANY PEDESTRIAN GATES NEW COPPER GUTTERS & DOWNSPOUTS EXTERIOR SCOPE AND MATERIALS 0'-0" FINISH FLOOR FIRST FLOOR 12'-0" TOP OF BEAM 24'-0" TOP OF BEAM 30'-0" TOP OF ROOF SECOND FLOOR-FINISH FLOOR 12'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 6 12 6 12 6 12 6 12 6 12 6 12 6 12 0'-0" FINISH FLOOR FIRST FLOOR 12'-0" TOP OF BEAM 24'-0" TOP OF BEAM 12'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 30'-0" TOP OF ROOF ROOF HEIGHT 35'-0" TOP OF ROOF FEATURE SECOND FLOOR FINISH FLOOR 6 12 6 12 6 12 6 12 6 12 6 12 6 12 7 COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD REV. 1 - MARCH 24, 2022400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. THE STREIT RESIDENCE 1 1/4" = 1'-0" EXISTING WEST ELEVATION 2 1/4" = 1'-0" PROPOSED WEST ELEVATION NEW SMOOTH SPONGE FINISH STUCCO WALLS NEW WHITE CONCRETE ROOF TILE - MITERED RIDGE AND HIP CAPS NEW ALUMINUM CLAD IMPACT RATED DOORS WOOD AND GLASS IMPACT RATED ENTRY DOOR NEW ALUMINUM RAILINGS NEW PVC OUTLOOKERS AT EAVE NEW ALUMINUM CLAD IMPACT RATED WINDOWS NEW PICKLED CYPRESS T&G AT EAVES NEW ALUMINUM OPERABLE WINDOW AND DOOR SHUTTERS MAHOGANY PEDESTRIAN GATES NEW COPPER GUTTERS & DOWNSPOUTS EXTERIOR SCOPE AND MATERIALS 0'-0" FINISH FLOOR FIRST FLOOR 24'-0" TOP OF BEAM 30'-0" TOP OF ROOF 12'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 10'-0" TOP OF BEAM 6 12 6 12 6 12 6 126 12 6 12 0'-0" FINISH FLOOR FIRST FLOOR 24'-0" TOP OF BEAM 12'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 10'-0" TOP OF BEAM 30'-0" TOP OF ROOF ROOF HEIGHT SECOND FLOOR FINISH FLOOR 35'-0" TOP OF ROOF FEATURE 6 12 6 12 6 12 6 126 12 6 12 8 COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD REV. 1 - MARCH 24, 2022400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. THE STREIT RESIDENCE 1 1/4" = 1'-0" EXISTING SOUTH ELEVATION 2 1/4" = 1'-0" PROPOSED SOUTH ELEVATION NEW SMOOTH SPONGE FINISH STUCCO WALLS NEW WHITE CONCRETE ROOF TILE - MITERED RIDGE AND HIP CAPS NEW ALUMINUM CLAD IMPACT RATED DOORS WOOD AND GLASS IMPACT RATED ENTRY DOOR NEW ALUMINUM RAILINGS NEW PVC OUTLOOKERS AT EAVE NEW ALUMINUM CLAD IMPACT RATED WINDOWS NEW PICKLED CYPRESS T&G AT EAVES NEW ALUMINUM OPERABLE WINDOW AND DOOR SHUTTERS MAHOGANY PEDESTRIAN GATES NEW COPPER GUTTERS & DOWNSPOUTS EXTERIOR SCOPE AND MATERIALS 24'-0" TOP OF BEAM 30'-0" TOP OF ROOF 0'-0" FINISH FLOOR FIRST FLOOR 10'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 12'-0" TOP OF BEAM 6 12 6 12 6 12 6 12 6 12 6 12 24'-0" TOP OF BEAM 0'-0" FINISH FLOOR FIRST FLOOR 10'-0" TOP OF BEAM 30'-0" TOP OF ROOF ROOF HEIGHT 35'-0" TOP OF ROOF FEATURE 6 12 6 12 6 12 6 12 6 12 6 12 9 COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD REV. 1 - MARCH 24, 2022400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. THE STREIT RESIDENCE 1 1/4" = 1'-0" EXISTING NORTH ELEVATION 2 1/4" = 1'-0" PROPOSED NORTH ELEVATION NEW SMOOTH SPONGE FINISH STUCCO WALLS NEW WHITE CONCRETE ROOF TILE - MITERED RIDGE AND HIP CAPS NEW ALUMINUM CLAD IMPACT RATED DOORS WOOD AND GLASS IMPACT RATED ENTRY DOOR NEW ALUMINUM RAILINGS NEW PVC OUTLOOKERS AT EAVE NEW ALUMINUM CLAD IMPACT RATED WINDOWS NEW PICKLED CYPRESS T&G AT EAVES NEW ALUMINUM OPERABLE WINDOW AND DOOR SHUTTERS MAHOGANY PEDESTRIAN GATES NEW COPPER GUTTERS & DOWNSPOUTS EXTERIOR SCOPE AND MATERIALS VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 ADD BIDET VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 FOYERLIBRARY HER W.I.C. HER BATH ELEVATOR CLOSET HIS BATH W.I.C. MASTER SUITE VESTIBULE LIVING ROOM DINING ROOM FAMILY ROOM KITCHEN POWDER ROOM PLAY ROOM BATHROOM W.I.C. LAUNDRY COVERED PORCH ROOFED PORCH 20'48'31'-4" 99'-4"50'-2"3'53'-2"19'-4"21'-7 1 4"6'-1 12"21'-7 1 4"4'-8"21'-4" 94'-8"8"24'-914"17'6'33'-8"81'-514"10N11/4" = 1'-0" EXISTING MAIN FLOOR PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 16'-3"9'-4"16'-3"MASTER BATH MASTER SUITE W.I.C. BALCONY ELEVATOR PLAYROOM BEDROOM SITTING ROOM BATHROOM 49'-4"41'9'49'-4"41'11N11/4" = 1'-0" EXISTING SECOND FLOOR PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 STACKED WASHER DRYER 30"REF.30" FRZ.30" WALL DBL OVEN MICRO W 30" SINK24" D/WSTACKED WASHER DRYER 48" GAS RANGE30" WINE30" WINE18" DW13"SINK24" REFFOYER 100 LIBRARY 102 LIVING ROOM 101 MASTER BATHROOM 103 HER W.I.C. 104 HIS W.I.C. 105 MASTER BEDROOM 106 DINING ROOM 107 POWDER ROOM 108 LAUNDRY 109 CLOSET 110 KITCHEN 111 PANTRY 112 MUD ROOM 113 FAMILY ROOM 114 COVERED PORCH 115 COVERED PORCH 116 GARAGE 117 ELEVATOR 20'48'31'-4" 99'-4"50'-2"3'53'-2"8"24'-914"17'6'33'-8"81'-514"REPLACE ROUND EXIST. ROUND COLUMNS W/ RECTANGULAR CONCRETE COLUMNS NEW IMPACT RESIST. ALUM. CLAD SLIDERS REPLACE EXIST. FRENCH DOORS W/NEW IMPACT RESIST. ALUM. CLAD SLIDERS EXISTING FIREPLACE AND BBQ PROPOSED ENTRY ELEMENT 19'-4"21'-7 14"6'-1 12"21'-7 14"4'-8"21'-4" 94'-8" 12N11/4" = 1'-0" PROPOSED MAIN FLOOR PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 VITREOUS CHINATOILETKATHRYNK-3940 GYM 200 CLOSET 201 CLOSET 203 BEDROOM 1 204 BATHROOM 1 205 BEDROOM 2 206 BATHROOM 2 207 BEDROOM 3 208 BATHROOM 3 209 BEDROOM 4 210 W.I.C. 211 ELEVATOR 49'-4"41'9'49'-4"41'PROPOSED ALUMN. RAILING PROPOSED CONC. PIER PROPOSED ENTRY ELEMENT 13N11/4" = 1'-0" PROPOSED SECOND FLOOR PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE SLOPE 6:12 SLOPE 6:12 SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPESLOPE 14N11/4" = 1'-0" EXISTING ROOF PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE SLOPE 6:12 SLOPE 6:12 SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPESLOPE FLAT ROOF NOTE: WATERPROOF ROOFING MEMBRANE OVER TAPERED INSULATION OVER 34" CD EXPOSURE 1 PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES. SUBMIT PROPOSED WATERPROOFING MEMBRANE SPECIFICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL ROOF FINISH: SMOOTH FLAT CONCRETE ROOF TILE STYLE:"BEL-AIR" COLOR:"WHITE ON WHITE WITH SLURRY COAT" MANUFACTURER:"EAGLE ROOFING" *PROVIDE MITERED HIPS AND RIDGES. ROOF MATERIAL TO MATCH ARCHITECT'S SAMPLE. ROOF JACKS: ALL ROOF JACKS TO BE COPPER, LOCATE JACKS WITH ARCHITECT IN FIELD, PRIOR TO INSTALLATION GUTTER & DOWNSPOUT CALCULATIONS AREA OF 3" DIAMETER DOWNSPOUT = 7.07" MIN. AREA OF DOWNSPOUT = PLAN AREA x 1.10 (FACTOR FOR 6/12 PITCH) / 120 (S.F. PER SQ.IN. OF DOWN SPOUT) MAXIMUM PLAN AREA FOR 3" DIAM. DOWNSPOUT : 771 S.F. GUTTER SIZING: MAXIMUM PLAN AREA FOR 4" DIAM. DOWNSPOUT : 1,371 S.F. AREA OF ROOF SERVED = AREA OF D.S. x 120 (S.F. PER SQ.IN. OF D.S.)/1.10 (FACTOR FOR 6/12 PITCH) SIZED FOR 100 YEAR STORM, 5 MINUTE DURATION: 9.8"/HOUR MAXIMUM AREA ALLOWABLE FOR A 3" DIAMETER DOWNSPOUT: AREA OF 4" DIAMETER DOWNSPOUT = 12.57" GUTTERS SIZED PER COPPER DEVELOPMENT ASSOCIATION TABLE 4.4.2. EXPANSION JOINT SPACING (TABLE 4.4.3): 15N11/4" = 1'-0" PROPOSED ROOF PLAN COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE 20 EXISTING EAST ELEVATION EXISTING NORTH SIDE ELEVATION COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE EXISTING EAST ELEVATION EXISTING EAST ELEVATION COPYRIGHT C 2022 ARCHITECTURAL REVIEW AND PLANNING BOARD400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM PATRICK RYAN O'CONNELL ARCHITECT, LLC. -MARCH 24, 2022 THE STREIT RESIDENCE 21 EXISTING WEST ELEVATION EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION EXISTING WEST ELEVATION S8°18'03"E 143.25'S87°18'03"E 170.00'N02°41'57"E 148.99' S02°41'57"W 138.00' WRIGHT WAY ROUPESIGNNVIRONMENT24'16'0'8'Landscape PlanGDELauren FreemanF L O R I D AL1.0SHEETPrivate Residence 590 Wright Way Delray Beach M Cb. r," ii en, Ivo:l - o Af- T O @ C C C � _ N ro > Z 3 c O l' -II O > d � cc oV a �,✓/J U ro u C r w n e a v L T� ? 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EXISTING SEA WALL TO REMAIN UNIE �/YVIRO/YMFJYT Dvlc/r GROUP 139 IND 0.0 Pool SPB Pdm BIA R VA Rare 561H32.4 00 Ih6de 561313.4424 Laadscope Arc6ilecl ure Land Planning Landscape Yanag emenl Nsn M. Week MU RIA 1696784 anli,l ul i..ue. I dole,. r....<u 6 n� W U Q EXISTING SEA WALL TO REMAIN INC SEAG12APE HEDGE �_ S %XISTNG BEACH DUNE VEGETATION TO REMAIN W W T s 5 CS S 0 `TQ J r� AL IlNiJM PICKET FENCE COLOR'BLACK FENCE SCALE IN Lavidscape Plcivi l 32' 48' N \ W mN 4.N aoo ..N no E JOB NUMBER: # 22058.00 LA DRAWN BY: ,Peen Twomey DATE: 02.28.2022 H r= L 1 256 0- GULF STREAM GOLF COURSE (NOT PLATTED) = RRVEYORS REPORT/LEGEND = CENTERLINE WM = WATER METER BF.P. = BAD< FLOW PREVENTER FLOOD ZONE:. X & VE (EL ) = CO&AILNTY PAAEL NO 125 MAP Ai)_ 12099CO981 SLFF/X• F EFFECTIVE DATE OCTOBER S 2017 +10J4 = ELEVATION BASED ON NORTH AMERCAN VER77CAL DATUW 1988. SOURCE• Z-AET CPS NETWORK' ALL 08EN57015 SHOWN BASED ON STAADARD US FOOT THIS SURVEY MEETS 77£ CLOSURE OF 1 FOOT PER 10,000 FEET AS REOL67ED FOR COMMERCIAL HGH RISK PROPERTY THE SURVEY HAS ACHEVED A MMA M LEVEL OF CLOSL97E OF 1 FOOT /N 10,000 FEET AS UMFOR C04MERGAL Cl'l PoSK PROPERTY CCOSLRE WAS ACHEVED BASED ON A REDUNDANCY OF A£ASLREkCVTS FOR VERTICAL HORIZONTAL AND ANGLLAR DA£NSIONS NO TITLE WAS REVIEWED OR SEARCH OF THE PUBLIC RECORDS WAS MADE IN REGARD TO EASEACVTS 7TIAT MAY AFFECT SLB,.ECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR U77LITIES OR LADERGROUND FOOTERS DESCRIPTION•. LOT 1, KtUAM H. EVAAS 9,EDIVISION TOWN OF CLLFSTREAM• PALM BEACH COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 5J AT PAGE 48 OF TIE PLa C RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY SITE ADDRESS- 1919 NORTH OCEAN BLVD. GULF STREAM, FLOPJDA 33483 PARCEL CONTROL NO. 20-43-46-10-02-000-0070 I HEREBY CERDFY THAT T15 SWVEY WAS MADE OV MY RESPONSIBLE CHOICE AM MEETS THE STATmAR[IS OF PRACTICE AS SET FORM BY THE FIMOA BOARD OF PROfES40NAL SURVEYORS AND MAPPERS W CHAPTER 5,1-17. ROMOA ADMbVSTRARVE COLE % VANT TO SECTION 472.027, Fl.ORp]A STATUTES I IYw Y• V`T PAUL 0. ENGLE r wv ITT I -AM SURVEYOR & MAPPER 15708 LKENSLD Slwvfv[N AM MAPPER ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTIFICATE OF AUTHORIZATION IL68447 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE.PAUL D. ENGLE 955 N.W. 17TH AVENUE, SUITE K-I, DELRAY BEACH, FLORIDA JJ445 (561) 276-4501 732-J279 FAX 276-2J9O AM.SLftKY 0.� Ot/MBE-AR�i#WAI f£M'E SGIL DEC. 20, 2021 TRxs VA 7" = JO• D.24J 17 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 # Z 2-i hp PART 11. GENERAL INFORMATION To be completed by all applicants. A, Project Information LA-1. Project/Owner Name: liesse Ryan Howard & Bridget Nolan I.A.2. Project Address: 578 Palm Way I.A.3. Project Property Legal Description: See attached survey I.A.4. Project Description (describe in detail, including # of stories, etc.) Pool terrace renovation to include the replacement of 2 awning structures with open one (1) air pergola and one (1) cantilevered awning from the house (40x6ft.) I.A.5. Square Footage of New Structure or Addition: Pergola structure 564sq.ft. (18'x18') Pool terrace addition (360sp.ft.) Architectural style: _ FloriBean 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: N/A Type of Foundation. B. owner Information See Above 1.B.1. Owner Address: I.B.2. Owner Phone Number: 607-592-7076 Fax: 1.8.3. Owner Signature: C. Agent Information CARTER & ASSOCIATES Landscape Architects, Inc. I.C.1. Agent Name and Firm Name: I.C.2. Agent Address: 174 NE 5th I.C.3. Agent Phone I.CA. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Corn Date: TC Date: FI. 33483 e-mail: dhclainc(cDbellsouth.net 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 III.A.1. In what zoning district is the project site located? CORE DISTRICT III.A.2. Is the project compatible with the intent of the zoning district ? Ye No Explain:The proposed are in scale with the Residence and this 4VI)e of structure has been utilized in the Town. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? (T) No Explain: III.A.4. How are ingress and egress to the property to be provided? Thru the Town ROW areas and on the side yard property areas. III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage b. Sanitary Sewer -- c. Potable water N/A d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television 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.) The Pergola & pergola awning are to be replacing the existing awning structures. They will meet all set -back requirements per the Special Exceptions code (sect. 70.75, (e) PART N. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve I d area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? Yes o (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes NO (if "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (if "Yes", Section D of this part must be completed.) IV-A.4. Does the project require approval of a Special Exception? Yes No (if "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes Q ° (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit W.B.I. What significant landscape features or architectural features are to be disturbed or added and to what extent? The existing awning structures are to be replaced with Aluminum (white powder- cated) Pergola & cantileverd Awning, to match pergola. Re -surface the pool terrace with a sand -set the/paver. IV.B.2. Describe the need and justification for the disturbance/addition: The Owners would like to create a more functional, 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: IV,B.4. How is the design consistent with the Al A 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: N/A C. Projects Requiring a Demolition Permit W.C.1. When are the existing structures to be demolished? As soon as we get the project approved & permitted IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? N/A D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: N/A IV.D.2. Describe the need and justification for the removal/relocation: N/A IV.D.3. How is the removal from the project site of vegetation to be mitigated: N/A 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? Tree protection barricades will be installed for the duration of the project IV.D.S. What replacement materials are proposed? see Landscape Plan attached Application for Development Approval, Form ADA.32000 Page 4 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? es 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? All of the proposed renovations are located in the back -yard area. The back yard is surrounded by a chain -link fence with heavy landscape on both sides. IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? Yes No Explain: IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? The use of pergola shade structures has long been recognized as an acceptable shade structure in single family zoning diet..^.c+s Tk-- -- c-V.,-1 o�iccfinn hnmoc in the district that currently have similar structures. IV.E.5. What landscaping and screening are provided? The existing landscape on either neighbor side property lines are heavily landscaped with Clusia (8-10ft.tall) & Podocarpus (6-8ft.oa.) & Areca palms (18-20ft.oa.) IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? es No Explain: The set -back requirements for "Accessory Use Structure" are addressed in the Special Exceptions (sect.70.75, E) and the structure will be deisoned to meet all applicable South FI. Buildino Codes. F. felon -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: N/A IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. N/A IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: IN -- Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page 5 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G,1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? N/A (2) Did the special conditions and circumstances result from the actions of the applicant? Yes (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? N/A (5) is the Variance requested the minimum variance that makes poss a the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re-established: Yes 6 (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? Yes No Explain: N/A Application for Development Approval, Form ADA,32000 Page 6 September 2004 Town of Gulf Stream H. Projects requiring Rezoning Core District, Single Family IV.H.1. What is the Future Land Use designation of the project site? iResidential I- IV.H-2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request. N/A PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. The property Owners would like to expand their existing terrace to provide a more functional outdoor living/dining space. They would like to include an open- air Pergola structure over a portion (18'x18'), and a 5-5.5'x40' cantilevered pergola "awning -like" structure across the kitchen area of the patio. The two new pergola structures would replace the existing canvas awning structures at the pool deck area. The pergola structures are to be constructed of a powder -coated aluminum. And, in order to an attractive, contiguous design we are proposing that both structures match in materials & color. The project will require approvals under the "Special Exceptions" Code, sect. 70-75(e) as the lot is only 11,000sq.ft. The proposal meets all of the set -back requirements for Accessory -use Structures, and they will meet all applicable South FI Building Codes. The Howard's residence is a classic Gulf Stream design and they are very committed to maintaining the design integrity of the house with these modest enhancements. 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