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Land Development and Planning Project Files_4206 Intracoastal Dr._20200611_Development Application No. 20-0001APPROVED By Planning Board 06.11.2020 Application No. 20-0001 P PLANNING BOARD STAFF REPORT MEETING DATE: June 11, 2020 TO: PLANNING BOARD FROM: INGRID ALLEN, TOWN PLANNER SUBJECT: APPLICATION BY CHOEFF LEVY FISCHMAN ARCHITECTURE DESIGN REQUESTING SITE PLAN APPROVAL FOR A NEW THREE- STORY, 10,857 SQUARE FOOT SINGLE FAMILY RESIDENCE WITH POOL AND SPA LOCATED AT 4206 INTRACOASTAL DRIVE (APPLICATION NO. 20-0001) Applicant (Property Owner): David and Randi Stanley (Non Sibi LLC) 3100 NW Boca Raton Boulevard, Suite 109 Boca Raton, FL 33431 Applicant’s Agent Choeff Levy Fischman Architecture Design 8425 Biscayne, Suite 201 Miami, FL 33138 Architect/Designer Choeff Levy Fischman Architecture Design 8425 Biscayne, Suite 201 Miami, FL 33138 I.GENERAL INFORMATION: HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 637-2012 Fx: (561) 265-3582 Page 38 Property Characteristics: Zoning District: Residential Single-Family (RS) Parcel PCN#: 24-43-47-04-02-004-0250 Comp Plan Land Use: Single Family (up to 4 du/acre) Lot Size: 0.5540 acres Adjacent Properties: PARCEL ZONING DISTRICT FUTURE LAND USE DESIGNATION North Residential Multiple-Family Low Density (RML) Multi Family Low Density South Residential Single-Family Estate (RS) Single Family East Residential Single-Family (RS) Single Family West NA NA Property Background: On September 19, 2019, the Town Commission approved a declaration of unity of title for the properties located at 4202 and 4206 Intracoastal Drive (Resolution No. 19-023). In 2019, a demolition permit (No. 19-0750) to demolish an existing single-family home was issued for 4206 Intracoastal Drive. In 2018, a demolition permit (No. 18-0339) to demolish an existing single-family home was issued for 4202 Intracoastal Drive. Request and Analysis: The Applicant is requesting site plan approval to construct a new three-story, 10,857 square foot single-family residence and guest house with pool and spa located at 4206 Intracoastal Drive. The property is currently sodded and irrigated. Pursuant to Section 30-67 of the Town’s Code of Ordinances, a single-family detached residence is permitted use in the Residential Single-Family (RS) zoning district. The request is in compliance with the development regulations for the Residential Single-Family Estate (RE) zoning district found in Section 30-64(a) of the Town’s Code of Ordinances. Page 39 Staff recommends approval of the proposed site plan, date stamped April 9, 2020, for the property located at 4206 Intracoastal Drive subject to the following conditions: 1. Following approval by the Planning Board, and prior to initiation of construction, the applicant will be required to obtain a building permit from the Town of Highland Beach Building Department, 2. Pursuant to Section 30-21(g) of the Town Code, commencement of construction shall be initiated within two (2) years following the date of approval by the Planning Board. Completion of all conditions of approval shall occur within two (2) years following the date of approval by the Planning Board. The Planner has reviewed the application and submitted documents and hereby certifies the following action was taken: Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. Plans meet Town of Highland Beach Zoning requirements; however, approvals are pending before the Town of Highland Beach will issue permits, with other governmental agencies as listed: Plans do not meet Town of Highland Beach Zoning requirements. II. Recommendation Page 40 Page 41 Page 42 Page 43 Page 44 Page 45 Page 46 Page 47 f;REOUE5T FOB FLANNNG; E304�D Af=f=RC\/AL 42 0(c I NTRACOA&TAL D fRI v C�C�U�o D APR 9 2020 -- s L ING pD BEACH --- EPARTMENT 1`*14Y 14, 2020 HIS HJ�r4N� �4C LOFRIDA CLIENT RANDI t DAVE 5TANLEY 3100 N41 BOGA BATON BLVD. •109 BOCA RATON, FL 33431 ARCPITECT CHOEF- LEVY FISCHMAN 8425 BISCAYNE BLVD. STE 201 MIAMI, FL 33138 (305)434-8338 III w U Z M W co Q J 0 Q O w W Q O Cif p = U W Q m Q Z Z g Q m N = 't seal n u r ered architect AR0009679 Comm no. 1857 date: 03/04119 revised: sheet no. A-0.0 420(o INTRACCA&T L [DRIVE 114Y 14/ 2020 HIGHLAND 5EAGH, FLORIDA )CATION MAP 4AGE CALCULATIONS AFE FLAN DNS NS Z Z mr � vm YI � � C W + O w m u t CV D 3 U w LL U Y dr°D2 0 m T .BL y O Le m U Q Ww U w _j Q Q Of p a W Q 0 QUQ W Wo J ? Z � o (6 N = seal iAt@r c�el reg d architect AR0009679 comm no. 1857 date: 03/04/19 revised: sheet no. 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SQUARE FEET CR PROPERTY dDDIT�99 OCCUPANCY 4.02 )4206 INTRACOASTAL DR VE RS TTfx: HGILA40 BEACH, FL 33481 SCCPE CF WORK. NEW 3-STORY CBS, BNGLE-FAMILY RESIDE CONING DATA 71E • yeEa ALLOC ED M041DED LOT S ZE, WNW. DE63GNAIION: wino 6F Rg A202 - D306 SF 4206 - 12A26 OF FLOOD ZONE: Fk FLR ELEVATION, AE 600- (HAVD) .600, • I NAVD .0D0' NA•/D 4EfC+4T: MAN we TB C FRONT S•_IBACK REAR SETBACK 39'_10• 75'-0' Jb'•1' SIDE IETBACKS, PCCL I FRONT SETBACK REAR SETBACK tl'-O' EA 75'•a' 10'-0' It'. 1' ) 76'-10' t S'- tl'-D•) II'-4• SIDE SETBACKS; 10'-0• EA LINE cP / t \ x ovE:Po4 EABovEA. �0 _ .bATO' NAw .m \ I IJ r 04) 0 0.1 E:7'?I .MENT I I ® D I 1 I 1-� GARAGEC2 1 1 1 L - I --- NAw I I I I I LNE OF I OVERNG HA ABOVE FFF OVEFD4AN �J \ ABOVE! �' LA4DSCAP24G 261�,Q- 14'-1P 6 / COP' 5 Ps1 0- 1N j?. V E P POOL F.-NICE aY SELF LATCHVG GATE LOT COVERAGE: EXISTNG LOT SIZE (4202 • 4206 LOTS) 24,132 S. F. MAXaa21 ALLOWABLE LOT COVERAGE: VC0%) NA PROVIDED LOT COVERAGE MAN NOISE- 9XTERCR DINKY ATWA, 4.40e SF 523 5F GARAGE: b4S A 665 6P TOTAL BUILDNG LOT COVERAGE, 6242 OF (75E+i) BUILDING DATA: u MAN HOUSE: PiRST FLOOR (HABITABLE) 4,405 6F SECOND FLOOR (HABITABLE) 1WRD FLOOR (HABITABLE) 3,17S SF 1,423 EF TOTAL (ACA S541 SP LL GARAGE 04N-HABITABLE) TOTAL (HABITABLE • NON -HABITABLE) 130 6F 10G51 6F SITE CLAN N SCALE: I/8'=1'-0' J LL LL III 0 r W W U W 0 _1 Q a� w a o 0 U W ca —� z g Q 0 04 V) "t seal f ial Choefl registered archUect AR0009679 comm no. 1857 date: 03/04/19 revised: 031M2020 BD COMMENTS sheet no. A-0.4 c / ,, ,0. . EJ N 1-2 000r \PC/ FIRST FLOOR - AREA SCALE: 1/16'=P-0- N 2 SECOND FLOOR - AREA N SCALE: 1/16'=1'-0' ONING DATA: REGCIREDr ?1LOii ED !-ROVIOED LOT SIZE: 1000 SF 4202 - 11306 SF 4206 - 12,826 Sr ZONING DESIGNATION: RS FLOOD ZONE: AE 6ID0' (NAVD) FIN. FLR ELEVATION: '6.00' . 1 NAVp •8.00' NAVD HEIGHT: 35'-0' 35,'-0' MAIN HOU5E S-cTBAC- FRCNT SETBACK: 25'-0' 26'-6' REAR SETBACK: 20'-0' 20'-0' SIDE SETBACKS: 12'-0' EA. rl'-I' / 26'-10' POOL SETBACKS: FRCNT SETBACK: 25'-0' REAR SETBACK: 10'-0' 10'-6' SIDE SETBACKS: 10'-0' EA. 19'-9' / 10W.3' LOT COVERAGE: _ EXISTING LOT SIZE (4202 . 4206 LOTS) 24,132 S. F. ( I007 ) MAXIMUM ALLOWABLE LOT COVERAGE: N.A. (ate) PROVIDED LOT COVERAGE: MAIN HOUSE: 4405 5F EXTERIOR DINING AREA: 523 SF GARAGE: 645 / 665 SF TOTAL BUILDING LOT COVERAGE: 6Z42 SF 125E .) Bi iILDING DATA: MAIN HOUSE: FIRST FLOOR (HABITABLE) 4,409 5.9 SECOND FLOOR (HABITABLE) 3115 SF THIRD FLOOR (HABITABLE) 1.423 SF TOTAL (AC): 9.541 GARAGE (NON--ABITABLE) 1310 SF TOTAL (HABITABLE • NON -HABITABLE) 10,851 SF SITE DATA (`7ERVIO S VS. IM.:ERVIOS): EXISTING LOT SIZE (4202 . 4200 LOTS) 24,132 S. F. (100%) MINIMUM PERVIOUS SURFACE REQUIREMENT: NA (0 e) LANDSCAPE AREA (PERVIOUS): 12,353 5F (512 e) REFLECTING POND / POOL / HOT 5PA: 13" S. F. LALLN / LANDSCAPE: I0,zN S. F. PAVING AREA (IMP=RVAOUS): 11.168 SF (4aa%) MAIN HOUSE: 5,1113 S. F. 5LA55 4 WALKS: 143 S. F. POOL DECK: 2,018 S. F. EQUIPMENT PAD'S: 1341 S. F. DRIVEWAY: 2,341 S. F. THIRD FLOOR - AREA 3 SCALE: Z 2 wN m � N 00 Lu V O + E u ® Vr LL w t rY u r s III ~ J U W LL L N .0 Iil z mco ® U s X 0: A LL N E V a a5 U00 Z fY v W0 c) J Q 0 Q O w a 0 U w�o -j z g o r^ _ V) 't seal ky reslered archRecl AR0009679 comm no. 1857 date: 03/04/19 revised: sheet no. A-0.5 i ME .s.Civil Associates, Engineers �y�\�� •��`'ti'' bra.,:: , T. 561689.9500 1 'ur/uu,�iiRer/I:�11 I'E'I�III'I'i�I'I'I'� �ir ® .<< \ .l►�I�'�I'�.;?r^riin ., � �� / �I� ,�,�;.°°r',°;a�°dJ W\ •!ter.. fir, ♦ 1 d ♦ 1 =� y. t- fj,- �%�..� Jam, � K'.' � ' r► '' �!� ,^��•.."'^ //� `� � �4�� .;�� i,�! . � j � `-,�"fi �� i , v ��'. , 'eta"� � � Ir. • . 62"I� N VIVI ILM . MR, pow RMAMINUM MEN PRO .. , ". MMIN ♦ F Mir OWMAW ...w Ilk" i•`'r,,.��.'r'^\ Pip JOB (32 III /i ' •• ��-ls�F ' � � :ice i � ''// ■ I • _ Y yam. ir�,".�,rY '�:.ti RL 1 • 1 IM • •, • SCALE: AS SHOWN D' 1' 1 1 1 $1� CHOE F LEVY FISCHM N ARCHITECTURE+ DESIGN Residence 4202 / 4206 Intracoastal Drive Highland Beach, FL Table of Contents Tl HI H2 H3 Ll L2 L3 IRl IR2 30 YEARS OF AWARD WINNING DESIGN Cover Page Hardscape Plan Hardscape Details & Specifications Hardscape Details & Specifications Landscape Layout Plan Landscape 2nd Story Layout Landscape Notes & Details Irrigation Plan Irrigation Specifications Landscape Architecture*Planning*Site Lighting 1820 2nd Ave North Lake North, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email: ldg(c�,langdesigngrotip.com 00 �3t5 'e —s— aul John E. Lang Registered landscape Architect Florida License 1, 1315 LANG DESIGN GROUP Lm&c,pe Lighime 18'_0 ]ad Aw Nonh L Ae Wvnh. flonb 3?416 (ifi I) 6r,9W Fau (5611680688 Emil. WcFI�neJaipiowp.com 30 YEARS OF AWARD WINNING DESIGN mmmmmm® ®®®®® o n 0 0 0 OEM mommm m ■ ■ ■ . m ■ ttC V IJl 11.5.19 .3 6.20 4.7.20 WCOOD DATE7.16.19 SCALE t>/a TI 20' 26-10" 60'_6" 17-9" 51 T WIDE POOL 2 60 6"1 2 COPING TBS / / \ / (2) ROWS I. OF CONTRACTING OLOR a. P" �,1a EDGE OF STEPS 'YP. F- \ O�GPG rlT SEAWALL BY - ....Q' OTHERS PO L \ cc 0w q yOn / / IT EKING 6' P \ \ 7 O OVERHANG NOTE: ABOVE o 32'-6" 1 L15'-9" \ \ PURSUANT TO SECTION 30-68(3) FENCES IN RESIDENTIAL DISTRICTS 6 / ° `* I -- \ \ SHALL NOT EXCEED SIX (6 FEET / z �7 4'-6" 4 — — — — — — — E'_ t$.0 6° T - E_ s_ o o cork. _ ) I SL�B B t OT R I \ \ DASH INEiS Q\'EBJI A OOFLI�E , I \ \ / F--------� f --- �� OVERHANG \ \ OVERHANG ( -:: a—-`— ABOVE+ . \ \ s ABOVE —� I + .0' - - ( �150F.U1IFEI OVF.RBF1 OOFLIN? T\ NCONC. F-------- l \I \ \ STONE -t SEE S)C ON 12 SLAB BY THERS I I I I u❑ + 0' \ \ - \ Li P OP ED L--------� 1-...1J \ \ \ \ �: J J \ \ \ RE CE LIVING GREEN WALL- SEE DETAILS SHEET H3 L 13I I _ 8.0' NAVD \ \ t- '`I I I TU'fAI. OF 11'LA: iER I RNS (� � IN RF.FI.F.C1 ING POND LUM UT I 20 ,� �; 6., l IG.. ,,.. v a II I \T r FORIRRIGAT "D A URAIi7AGli � \ GRAV L•C PS TSS I 1 8 I I S- — _•—Y — -- x — — WDER SEPENATF. {'F:R!.11T Hl' n � ' i fi O W a NT q' J—LJ--- ® " in +6.5' REA \ \ \ 10 2 9' 8" 9 11 4' I l" 12'-10" .. 1 M \ I (�Y T \ \ 1• a s \ T\ o \ r----- v 1I 1 o0 ry \ _2n n - .. \ , °` 4'. 5'-7' T_7q n 4'-9". 4'-1 I'. 6 -8" `?• 4'-10' 41_9�. 1 3 11'_5n , GRAVEL' I 2',111 '° 5" O' RT o0 9r11 6"1 'CIiIPS X I I rl cl OVERHANGTRFI 1 =- FENCE vl — �o. 6-2 1. 6._6n T-3 6'4": 4'-7 6. Tl. 4' Iln 6 2, 6;_41. �' ABOVE BY OTHERS - - --- --- / \ ILL co cr, 70 N I M r, = r� OVERHANGS - -�--- --------- - - - - - - - - " cl �y \ ABOVE POOL FENCE W SELF 1� $ NG _ °O p LATCHING GATE 8� A \ OVERHANG o q v- 17-6 B OO�VCC r;� d' LOW RETAINING t4' 5 -V � / 29_g" z o \ CURB -SEE CIVIL J c n ti y\ o, F ENGINEERING PLAN m w / \ 4 a w o �._ NEIGHBORS O RESIDENCE \ ., y �` POOL FENCE W/ SELF / LATCHING GATE TO ALL / F 3 APPLICABLE CODES _ Run e ^ 22 \ LOW RETAINING 4.2 O \ �Qo� `'�0�1 CURB-SEECIVIL 0 ENGINEERING PLAN ' G NEIGHBORS 3 EXISTING BACKFLOW 7- RESIDENCE \ \ t__g— RESIDENCEAND WATF.RMAIN f EDGE OF OH OH 0 PAVEMENT 2U-6" -T' i off 21'_6" GUY WIRE EASEMENT i< f_ OH 2 N \ A5 t�pP �OH OH � OVERHEr�D POWER LINES 4 \7�/ ; � 6 L v\ OH OH WATER MAIN / 3 16 FIBER OPTIC RISER+ ••..,cp. ►.-=� CHOEFF LEVY_FI_S_CHMAN / R�Fi ARCHITECTURE4 DESIGN Hardsca c Plan I (r 0 4 3 12 20 redt-a_.scap y / Registered Landscape Architect _ r, - .3 S SCALE: US"= 1' 0" Florida License 9 1315 LANG DESIGN GROUP Lm&cWAR dift •Plannine'SileLigL4ng 19-V 31d A\-e T"114 Late WK4. Florida 33416 (561168&9996 Fa (561) 68&9688 Finail:Idgnlmgdmip gmp-wm 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ . ■ ■ ■ ■smm® ® �®�/ ®®` N cd H U .1 0 ctj .� 'tl O V1 c(J U � N �) � C) rq ,'I - REVISIT 11-1.19 12.20.19 2.5.20 3.6.20 4.7.20 DRAWN DATE MS 7.16.19 CHECKED SCALE JEL 1/8"=1'0" HI of 3 GENERAL NOTES Construction shall follow standard building code as adopted by the county as applicable and all applicable amendments. Builder shall coordinate all the work of all the trades. Builder shall verify all dimensions and conditions at Job site prior to starting any work and notify architect In writing immediately or the builder shall accept full responsibility for any errors or omissions. Do not scale Builder is responsible for adequate bracing of structural or non-structural members during construction. Concrete shall conform to AST M C94-83. All concrete work shall be in accordance with ACI 318-84. Ali concrete masonry work shall be in accordance with ACI 531-79. (revised 1963). Minimum concrete cover over reinforcing shall be: Slabs on vapor barrier - 3/4' Beams and columns - 1 1/2' Formed concrete below grade- 2' Unformed concrete below grade - 3' Reinforcing steel- Grade 60 (FY = 60,000). ASTM A615-82 81. Placing drawings and bar lists shell conform to A.C.1.'s 'Manual of Standard Practice for Detailing Reinforced Concrete Structures.' (A.C.I. 315-80). Details of concrete refulercements shall be In accordance with 'The Manual of Standard Practice for Reinforced Concrete Construction, as published by the Concrete Reinforcing Steel institute unless otherwise Indicated. Adequate vertical and horizontal shoring shell be provided to safely support all loads during construction. Dowel column and wall reinforcing to footing with same size and number of dowels as vertical bars above. Vertical cells for masonry to be grouted shall have vertical alignment sufficient to maintain a clear unobstructed continuous cell. General Contractor shag verify all setbacks and easements prior to construction of any pools, patios, or any other structures and shall notify Landscape Architect if there is a discrepancy. Cleanout openings shag be provided at the bottom of grouted cells at each lift over 4'-0" high. Cleanouts shag be sealed after cleaning and inspection and before grouting. Reinforcing steel shall be lapped 30 bar diameters minimum where spliced, and shag be wired together: Provide corner bars some size and number as horizontal beam reinforcing at each face. Lap 80 bar diameters min. Structural wood and timber framing shall conform to the iSmber Construction Manual'. as published by the American Institute of Timber Construction. Structural steel shag conform to the A.LS.C. Specification for the Design, Fabrication and 13•ection of Structural Steel for Buildings*, 1980 edition. Materials shall conform to the applicable ASTM specification its follows: Shapes, Plates Anchor Bolts - A 36-81 A Machine Bolts - A 325-83 C Tubular Steel - A 500-82 A Grade B (46 1G51) Welded construction shag conform to the American Welding Society Structural Welding Code" Electrodes for field and shop welds shall be A.W.S. A5.1 E70XX. Contractor to verify all existing utilities and services and is responsible for all damage to such during construction. Topical curing required for all slabs and flat work (U.N.O.) SLV = 1 schedule 40 PVC sleeve for Irrigation, 1 schedule 40 PVC sleeve for PA = Planting Area. General Contractor is responsible for all work, workmanship, and safety of the subcontractors All paving material is to be installed per manufacturers recommendations. Pool contractor is responsible for all engineering, hydraulics and electrical. Plan Is for layout purposes only. GRADING NO TES General Contractor is responsible for positive drainage In all areas. All berming shall be smooth and continuous, free of debris, weeds, rocks, Ali berms and grades shall blend with adjacent grades. ALI gutters in interior court to be piped out to road or to the rear of the CONCRETE BACKER rd PF.RIMEFER OF PAVING STONE OR PAVER BANDING TBS IF USED - SEE PLAN FOR PATTERN & MATERIAL STONE OR PAVE• RS THS - SE E PLAN FOR PATTERN SAND SETTING 1". ADJACENT 4• TIIK. COMPAcrEU CRUST IED GRADE RECYCLED CONCRETE OR COMPACTED LIMI:ROCK n WALK ON SAND SECTION H2 SCALE- I" = 1' 0" 4" WIDF ARTII'ICIAI. TURF JOIN-rs INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS ADJACENT' PAVING -SEE PAVING SECTION THIS SHEET - SEE PLAN FOR PATTERN & MATERIAL TURF SUBSTRATE AS PER MANUFACTURER COMPAcrED SUBSTRATE AS PER PAVING SECTION THIS SHEET TURF JOINT SECTION H2 SCALE: I" = l' O" 1. Any tree or palm near ovethcad power lines to fullorc the Florida Powa mid Light ,'Right Tree Right Place guidelines. 2. Automatic Itrigation System to be designed mid provided with 100%coverage will rain sensor. 3. Match teyuired for all herds in 3' layer for all platting b ds, tr is and shrubs. All tree and duubs to be planed slightly above grade- and the 3" layer of mulch is planted outside the toot ball. No more than I' laver of match is to be- over the root Lill and shall be pulled back front the trunk. 4. 10' Vision Site Tiangls al drive entry, no plad none unless wider 30' or over R' e(. 5. More than 50°.5 drought tolerant species has Ik 7a provided in accordance with the SF%VMD Watenvise euidelines 6. Contractor's reel onsibilty to chuck all grades and verify all dimensions. Do not encroach into any setbacks. Do Not Scale Ihawings. 7. Prior to con unction verify any sidewalk , curh cuts etc, with civil cog S. All site drainage run-off to be retained on site 9. Notify Landsenre Architect in writing of may discrepancies s with plan. CONCRETE BACKER •'d PERIMETER OF PAVING - MIN 3' TIIK. STONE OR PAVER BANDING TBS IP USED - SEE PLAN FOR PATTERN R MATERIAL STONE OR PAVERS TBS-SEE PLAN FOR PATTERN & MATERIAL SAND SETTING BED ADJACENT 6'-S" TIIK. COMPACTED CRUSHED GRADE RECYCLE DOR COMPAC.TEDI. MEROCK n DRIVE ON SAND SECTION H2 SCALE: 1" = 1' 0" METAL EDGING INSTALLED AS PER MANUFACTURER - SEE DETAIL THIS SHEET CHIPPED STONE. OR AGGREGAT'1 TBS - I" - 2"TIIK 2' - 3" TIIK. COMPACTED LIMEROCK OR COMPACTED CRUSHED CONCRETE COMPACTED SUBGRADE n AGGREGATE PATH 1i2 SECTION SCALE: I" = 1' 0" Hardscape Details STONE OR PRECAST PAVERS TBS - SEE PLAN FOR PATTERN & MATERIAL MORTAR SETTING BED 4" TIIK. CONCRETE SLAB - REIN FORCE.MENT BY ENGINEER COMPACTEDSUBGRADE 3 WALK ON CONC SECTION H2 SCALE: i" = I' O" TOP OF AGGREGATE NO LESS THEN;' BELOW TOP OF EDGING TOP OF FJ)GING TO BE NO mom TI TEN L- ABOVE ADJACENT FiNISII GRADE STAKE INSTALLED AS Pi:R MANIIFACTTJR172 COMPACT GRADE ADJACENT TO EDGING TO AVOID SM-11.HVG n METAL EDGING DETAIL_ H2 SCALE: i" = I' 0" e John E. Lang Registered Landscape Architect r1oridn License # 1315 LANG DESIGN GROUP Lan6crpt rlydnitMme'Plamairng'SitcLitltmg IS20 Ltd Are Nandn Like Wmth.Floridt 33416 (361) 68&9996 Fax (561) 68&9688 Emid: Idgnhngdmip grnupsmn 30 YEARS OF AWARD WINNING DESIGN ENNEEN■ MOMEN ® M C 11.1,19 12.20.19 4.7.20 DRAWN DATE IS 7.16.19 CHECKED SCALE JEL H2 of 3 315" PIA 55 WEDGE AN( HOR &5KY 55 FRAME' 1. - n � .w... ' i ./ _ 6456 WALL DRIP TUBE S `&SKY TRIM MOLNTIW i ANGLE II 7_u V STAINLESS OR ALLMINUvt &SKY SIDE TRIM SECLI E INTO TRIM MOLNTING ANCv.E &SKY SrMIDARD &KEEN WALL PANEL Living Wall Plan View f13 SCALE:1/2" = 1'-0" OGNORETE WALL 1TERPROOFING ;KY SS FRAME a' PIA 55 WEDCt 6HOR 'rIC4VL DRAIN PAN Tp5 3 Living Wall Isometric View H3 SCALE:1/2" = 1'-0" Hardsca-t-%e Details STAIN LESS OR ALUAINLM C?9'\Y TOP TRIM SECURE INTO TRIM MOLNTING ANGLE GSKY 5TANPARD GREEN WALL PANEL CSKY TRIM MOLNTING ANGLE 6.6.5_ WALL WITH SMOOTH 6.RFACE IRRIGATION DRIP LINE GSKY 55 FRAME 3/6' PIA 55 WEDGE ANOHOR WATERPROOFINe 2 Livin Wall Elevation Detail F13 SCALE:1/2" = 1'-0" 4 �OONGRETE WALL f3Y OTHERS 4 3/S" PIA 55 WEDGtf ANCHOR 13Y C�SKY NEOAENE WASHER f5ETWEEN WALL AND C�CY FRAME d 05K FRAME 'fl�rWATTWROOPINO f3Y OTHERS cJ a Fastener Detail / CMU Wall 13 SCALE: 3" = P-0" 1 •� �Oc`t m - i �' st�7H :•' a f John E. Lang Registered Landscape Architect Florida License 9 1315 LANG DESIGN GROUP Lamb aFti :Uthitecnuc'1'laming'Site Ltghime 1920 2ad .%N a'North Like Worth. Flood, 3'416 (361) 699-99%I''m (561) 6110(iss Emil: Idg^I,ngdcipipouµcom 30 YEARS OF AWARD WINNING DESIGN ■ . ■ ■ ■ ■ ■ MENEM ® IN ® go m 0 o a 1 REVISI( 12.20.19 4.7.20 m FM m DATE7.16.19 SCALE as noted H3 of 3 ROOT BARRIER PANEL M I EKT TO RETAINING WALL TO KEEP PALM ROOTS � FROM LIFTING PAVERS G A / 15 \ A ZOYSIA \ 15 SOD \ G j NOTE: PURSUANT TO SECTION 28-5(a)(2)b �6 TREESIMMEDIATELY BE A MINIMUM OF 14 O FEET IN HEIGHT AND SHALL HAVE A M / POOL, - MINIMUM CALIPER OF THREE INCITES �� S 5 A SOD / ��`�� rr�r�� \ \ S6 \ \ 15 ) \ \ v 1 TERRACE yCF� 1 F it + b 10 .. / � - TURF - -- J - — - —1 I I '• — - -- -- - -- - - -- \ \ VEGETABI -&RDEN a I 1----- "[ _.. _.. -- GIF j 3 J I SOD 1 r— UASIIr-1A IqRIA i:l� -- _ .- ..-------- �CRs .._ Ell] 2 FF1hT.tso%'Ew1E ooFLINE / S I I I I \ SOD \ win will. PAN 0 nm DON MWO ® 0 01 wm-mv�111 J UPPAVERS all EE to s f' ® % : / i •- .�,> �-. �;,I • �,iaoi,,2�,�/%� • • ,.mow►` i .fh �yh rt - •'=Or SOD In/,�1:,♦ �� WE NE �iLU 4.1• 47 `. EXISTING • a� GUY WIRE EASEMENT 1 OH OH OH OH OH �� OVERHEAD POWER FINES IF 0 OH OH SITE VISION ANG 33 LESS TI-1 24" OR OVER 8' C.'r .16 R POLE W GUY WIRES NN ALL APPLICABLE CODES PER an d s e ap e Plan RIGHT TREE RIGHT PLACE BROWARD CO GUIDE ;' 1 :\ IN PLANTER 13OXFS TBS GM \�\ APPLICABLE CODES - G N y" �< Pi \\ 25 3 • NE OWNERS TRA)bIS \N'1•ED 3 MANGO)"R x LU 00 � 4 50 1 POWER POLE W GUY WIRES ALL APPLICABLE CODES PER\\ \ RIGHT TREE RIG[ IT PLACE FPL` GUIDELINES 0 4 8 12 20 John E. Lang Registered Landscape Architeci I -- •3 S SCALE: US"= I' 0" Florida License # 1315 LANG DESIGN GROUP Landscape :VlhitMwe'flatwi°g•Site Lighting I820bld:b'e '.m Lake Worib. Florida 33416 (561) 698.99%Fas (561) 689.9693 Email: Idg n langdesiptgoup.mm 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ . ■ m ® . m o a Q� iH 11-4 Q V 1 O v C) cq REVISIONS 11.1.19 final landscape 12.20.19 1.2.20 3.6.20 4.7.20 DRAWN DATE MS 7.16.19 CHECKED SCALE JEL I/8"=1'0" Ll of 3 Second Floor Landscape Plan %M 0 4 8 12 20 SCALE: 1/8"= 1' 0" �• OtAj6 i MI John E. Lang Registered Landscape Architect Florida License 11 1315 LANG DESIGN GROUP Lan&caln::ltlhilmmc'Phnning•8i�c Lighiine ISM 2ndA% Ouoh L+Ae Wonk Florida 33416 (5611698.9996 Fat(561)688-9688 Finail Idg V Imgdmippmp.wm 30 YEARS OF AWARD WINNING DESIGN MEMEMEN MMMEM IN go Ism 00EM 0 0 0 0 12.20.19 4.7.20 OM DATE 7.16.19 SCALE 1/8"=110" L2 of 3 I S�yPI?Or noxN The-.. I. PL an a ImnmaL, rq.hd UN, tu.Lgrap 1,, dpb. . hml,a,NmJle Lkauv¢, »ls NU.,< spnGnl,a, x1ATpNIAI < 21 11ANININTHRLAI,< A All pin,m. Ih,wUhnu,<g•pa+n,ukuo6a r d Atarnwwxsmpbmn. 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Giblet•, lake NraN the pin lat,(awlry•. U. Is.l,eg. Arcktra u to h mifinlfn Wclvif tiro piamW,dmu,in,d DWa ulw, Plot „h,umamrcrgenulr:WCmmclu mat1.<a 0-1IllU.I..b.,ArJ.I-rah-IP ,utmu,hxt dpwrf dw erg• pill it W duaubit md,e gpea I-IPealtN Thee 6e4xAduwldull ,k,m4.rl.ur ue ruhd,m,<pL,a ram <+",�•.,1J<dn anJ „i<g. n. a W p,rc nrnw „eni:,ar a<m Wtl mx ncae.lUw Md item nplx<3.iJa.e v{pmmldJ. oxnx _: nnnmxnu. Flrxrn tr�Rs AC,mmmialfmilua,luahmapaac ba6Glf Ihm nnualvtr nnngrn {fn,If.ic a-iJuNpuaL in a(ul {.ruatpm NnatbLle pWn (.W Fry put N.,¢m dull h Iw ku oht fu•. 4am eravc.nacc LulSus< damc,l,dtr.prn Jull M h JerirN Gm W ,v.bim -4m 1 ,. 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Cmtrxrn w r c F;a NOTES & DETAILS TREES It PALIiS Native Drought Botanical Name /Common Name Specifications 3 Cla M Carpemtaru Patin Single 16.22oa staggered his , l 0 Woo, 2@ 19'oa, 2@ 2Toa , straight I BRIDALVOL M Oesalpinia gnmadllo [kidelvell Tree 200 gallon, 20'oa x 10, spr, single leader standard, 4" cat 3 CB L CaOophyaumba silimseBrazilian Beautykaf (me BB, FG,14-I6'oa,4"caliper single leader aid 4 ORMS L Cocos nucifera Green Maypan Coconut Palm HB, FQ S GW heavy 2 CQNf to L Cocos nucilem Green Maypan Coconut Palm BB, FQ S GW heavy I CGM 12 L Cocos nacifera Green Maypan Coconut Palm BB, FQ S GW heavy I CGM 13 L Cocos nucifem Green Maypan Coconut Palm BB, FQ S GAV heavy 4 CUM 14 L Cocos nucifera Green Maypau Cocoon Palm BB, FQ S G%V heavy I C,LTS Native L Gumbolimboburserashlm be Collected piece see builder has picture oftmethat is purchased - (24' os. x 21Y spr x 20" caliper minimum) I GL18 Native L CnmlfolindsoburserasimTmba CollmiedSea pictureofsran get GumboIgas, x12'spr,with character, 6.8" caliper show picture to L.A I Ii1:0 L Hung Bong Orchid Tree Bauhiue Blakmna BB, FQ 18.20'oa, 6" caliper purple 1 HOLLY Native L IlexDahoon Ilony 14'oa, sad, limbed up 4' ci , 4" eat I JACA/POIN L Jacaranda r imisilblia xPomciana Dclonixregia Veit , 8-IUspr, 3" cal, get l ofeach and intertwine them together (may need to contract grow smaller tines to grow them together) I MANGO L Mango tree check with owner to transplant from his otherproperty 17 NE L Norohniacmargblaia BB, FQ 14.16oa, 3" calipersvngle leader sid 9 TLID L Tree Liguslmmjaponicum Wo.a. x12'spread, multi sad, 6"caliper ooddafancy ACCENTS / SIIRUBS / GROUND COVERS 25 AN17IiUR1I1;v1 h1 Antlluriumcobribs 5"pot 75 BROD L Bromeliad Dwarffin:banordongerseries 4.5'pot 3 CHS L Cahamadoma sef nii 17" pal 6-7oa cull clump 5 CITRUS L Citrus variety tbs 45 gallon gaffed 9 CJ L Cbu&dealeJasmine Tachelospemum jainnincrides 15gallon, 6trellis, ramovcand attach tomechanical tenet: no pattern 97 CLU6 L Clusia emarginata Snell LeafClusia Goa bush 16.1 GIP L Green Island ocus bush 3 gallon , 18• ox, 10 GO At Ground Orchid Spalhoglonis pncato Purple or yellow tbs 3 gallon 215 GRASS Native L Ornamental Grass 3gmllmn 250 MONDO L Mondo Cass DwarfOphiopogon 6" pot 3 ORCHIDS L Orchids bare root to attach to tree trunk I PAPYRUS H papyrus GiantCypems 3gallon 35 PO'rATON INE L Sweet Potato Nrme Ipomea batatas I gallon colortbs , possible mix lemon time with black 68 RfID Native H Segmented Reed Crass Horestad Reed EquLsctum hyannle 3 gallon 35 THRY :11 Thryallisglauca 3gallon, or24"bush 125 TIM 1, Tachelospemafmjasi inoides Nana Dwarf Asiatic Jasmine Gmundcover 5" pot 50 TPJ L Tabemacmoniana pinwheel jasmine'Netty' 3 gallon , 24" oa 1lise. SOD M Zoysia variety tbs Laid end to end with no gaps , sanded and toned SOIL 50!50 sod Mix yards MULCH Cypress Chocolate Mulch 3" thick ridded to all p1ranting beds Root Barrier tin a BioRool Banierormot barierpancls pernnnufoclurces recommendation , any large pahm/frees within Yofany patio/ pavers • must provide FFRT Fertilizer begs L Low Watering needs ,ll Medium Watering needs H High watering needs Site Notes & Requirements I. Any tree or palm neat overhead power lines to follow ate Floridi Power and Light ,'Right Tree Right Plncc guidelirim 2. Automatic litigation System to be deaigne,d told provided \villt 100%coverage %ilh min sensor. 3. Mulch required for all beds in 3" layer for all planting beds, trees and shrubs. All trees and shrubs to be planted slightly above grade and the 3" laver of mulch is planted outside the root ball. No mom Ilion 1" layer of mulch is to be over die mot ball and shall be pullet! back from the trunk. 4, 10' Vision Site Triangles at drive entry, no plan zone unless under 24" or over g' et. 5. Marc than 50%drought tolemni species has been provided in accotdancc with the SFWIvID Waten\ise guidelines 6. Contractor's responsibilty to check all grades and verify all dimensions. Do not encroach into any sabacks. [b Not Seale Drawings. 7. Prior to consrnetion verify any sidewalk , curb cuts etc, with civil erg. 8. All site dmunage run-off to be retailed on site 9. Notifv I,andscapeArchircl itiwTiting orany discrepancies wide play. In Thee is no Maiiiuwn lot coverage squired for zone RS LL___ �Ziai!scan I nira� L >anMK �R iO lOa"'aP ia'�itillm'ma wit PALM �J .oI ro swr l XEL .'n.... (1 SHeaa AND G 11rol- ") vww h XJCT 11�E'c5 �3 S rN:h 6( OI'.�r.CTl� 1 GF A•,fl'.-'p,•VS r•U aa '[t,On IW,SVK,K 4Mr -1 -♦• + -- � ,a<nr bras wove ro,R warca+a _- �§ ,Y + + + + + aa.P tort a,ca,n� ro saws tar rw ro ua,e tune >a+m.e r. rye a ma v sawwr xiunrm rl PALM sec, �t .ar ro sett f,�,t1o7 r A' ..•�•Y4c� try. Ffr 1 eTAl€ •: a. John E. Lang Registered Landscape Architect Florida License # 1315 LANG DESIGN GROUP Laadscapd AlthiiLxna� I9anaiog•Site l.iehling 18'_0 Dad Arc \orb LrAv Haub, Flaridr 33416 (561)68&9996FAx(561) 68t-9688 Emid: Idg n laa¢daignvrxlp.mm 30 YEARS OF AWARD WINNING DESIGN ■ ■ . ■ ■ ■ ■ ENNON 01 1W . P`•4 IS-4 1� (1) �d w O f�{ O Cad as V_ 1 r O N O P4 O •^ W N NV ,..j. x 12.20.19 1.2.20 3.6,20 4.7, 20 DRAWN DATE bIS 7.16.19 CE[ECKED SCALE JEL 1/8"=1'0" L3 of 3 I v3 \oo '.'_ lllllllllll� �_ r - � ttttrtrlr tltrtll� �c II � I O \ \ % �Tj f✓/rj \ \ � Prim, I PROP SED i 'M -F I I� ,gltl RESI ENCE lttlllt ' i I 1l _ fU"I.�1L Ot' d YL:L�TF.N nR,\5 IN REFLECTING PONT) FLUMB FOR IRIUGATON AND II % II MUNAGE II II 1 y RFFLEc-n�G I'o�Tl ' -- — — OTHERS it SYMBOL KEY OHunter pro spray 6" 15' nozzle 360' 0 Hunter pro spray 6" 15' nozzle 90' 0 Hunter pro spray 6" 15' nozzle 180° Hunter pro spray 6" 10' nozzle 360° ♦ Hunter pro spray 6" 10' nozzle 90° Hunter pro spray 6" 10' nozzle 180' Hunter shrub adapter on PVC riser Hunter adjustable bubbler afb - 2.0 t9 Hunter electric valve PGV-1011TG looped I y" main line sch 40 shrub zones turf zones \ I � its%1;� \ ••�_ [,] EACH PLANT ER V 10 r rrrr.�'�rrrrrrrrl.nre v8 EXISTING BACKFLOW \\ AND WATERI MIN G�OH — OH i 3.16 i NH C__H__O_ ;FF LEVY FISCHMAN A 14 c I, 1 T -F C T U R F. 4 D E S I G N OH OH Oil --�---- OH OH .-- _ — OH 0 (� WATER METER Irrigation Plan \ \ VS \ N O yo . sr.. 1-'g�.i --mar I�i,a� �Ai LANG DESIGN GROUP LmxLa�:111hit.�t�ue•Flaming'Sdc Lighting l8?P and ase \oRh Lake Wu& Florida 31416 (361) 688-M I'm (%1) 688-9688 Email: Iden langdzima �vp.wm 30 YEARS OF AWARD WINNING DESIGN MEMMEMN ®ENE■ is ®®® _ KEVI; 4.7.20 DRr\WN DATE MS 7.16.19 CEIECKED SCALE TEL I/8"=1'0" IRI of 2 C_HO=FF LEVY FISCHMAN A 4 C U t T E C T U R E / U E S/ r" LEGEND O7 HUNTER REMOTE CONTROL VALVE (PGV) 70 PVC SLIP X FPT ADAPTOR 2O IRRIGATION VALVE BOX: HEAT STAMP LID © BRICK SUPPORTS (4) 4WAWAI WITH'RCV IN 2' LETTERS 0 FILTER FABRIC - WRAP TWICE AROUND LEGEND O3 WATERPROOF CONNECTORS (2) BRICK SUPPORTS j.- _ qO 18'-24' COILED WIRE TO CONTROLLER 10 314' WASHED GRAVEL - 4' MIN. DEPTH Q1 HUNTER POP-UP BODY (PROS-06), 1/4• I_ I I I -I I LEGEND O FINISH GRADE AT ADJACENT SURFACE 11 IRRIGATION LATERAL NOZZLE AND CAP PER PLAN (6MMJ � ABOVE I I: I _ I I I= 1Q HUNTER SPRAY BODY (PROS-C (TURF OR MULCH) 12 MAINLINE AND FITTINGS O FINISHED GRADE FINISH I III -I PRS30/40), NOZZLE PER PLAN © SCH. 80 CLOSE NIPPLE, MATCH SIZE TO • —III= VALVE O ADJACENT LANDSCAPE GRADE III—� I O FINISHED GRADE 5k[[25�MMJ 1 2 6 7 5 ® LATERAL PIPE PER PLAN I —III- I II II O3 ADJACENT LANDSCAPE LATERAL FITTING PER PLAN q LATERAL PIPE PER PLAN FIELD -BUILT FLEXIBLE —III— O5 LATERAL FITTING PER PLAN 7 III —III —III —III- SWING ARM III —I 11 I II -I I-� I rYfY� .. —III= © FLEX TUBING POP-UP BODY IN -LINE VALVE (PGV-101JT-G) ROS-06) WITH FLEX TUBING SHRUB ADAPTER (PROS-00-PRS30140) nmkr�V.PGV21 NO SCALE *(P �' SB.PR0.29 NO SCALE*WII'T�FLEXTUBING 1' SB.PROM NO SCALE GENERAL NOTES HEADS USE 6" POP —UPS IN LAWN AREAS. USE 6" OR 12" POP —UPS IN SHRUB ARAS (AS REQUIRED BY PLANTINGS). INSTALL 12" POP —UPS ON RISERS IN PLANTER BEDS AS NECESSARY. PIPING: MAIN LINE SHALL BE CLASS 200 SOLVENT —WELD PVC. LATERAL LINES SHALL BE CLASS 200 SOLVENT —WELD PVC. SLEEVES UNDER PAVEMENT SHALL BE WHITE SCH-40 PVC. ALL PIPE OTHER THAN SLEEVES SHALL BE PURPLE IN COLOR. DEPTH OF LINES: ALL MAIN LINE SHALL HAVE A MINIMUM OF 12" OF COVER. ALL LATERAL LINES SHALL HAVE A MINIMUM OF 6" OF COVER. CONTROL WIRING: ALL CONTROL WIRE TO BE MINIMUM SIZE 18 GAUGE SUITABLE FOR DIRECT BURIEL. INSTALL AT LEAST 2 SPARES FROM CONTOLLER TO LAST VALVE. VALVES & BOXES ALL VALVES SHALL BE INSTALLED IN A 12" RECTANGULAR VALVE BOX AS MANUFACTURED BY CARSON, OURA, OR AMETEK. NO MORE THAN TWO VALVES SHALL BE INSTALLED IN ONE BOX. MAIN LINE INSTALLATION MAIN LINE JOINTS ARE TO BE MADE USING HIGH ETCH PURPLE PRIMER AND MEDIUM BODIED GRAY CEMENT. LET JOINTS DRY A MINIMUM OF 24 HOURS BEFORE ALLOWING WATER INTO MAIN. SLEEVES ALL PIPES UNDER CONCRETE AND PAVERS SHALL BE SLEEVED WITH SCH-40 PVC PIPE 2 TIMES THE DIAMETER OF THE LATERAL. FOR CLARITY, NOT ALL SLEEVES REQUIRED ARE SHOWN ON THE PLAN. BUBBLERS INSTALL FLOOD BUBBLERS ON ANY TREES AS DIRECTED BY THE LANDSCAPE ARCHITECT. SENSORS INSTALL A RAIN SENSOR ADJACENT TO THE CONTROLLER. IF THERE IS NOT A SUITABLE LOCATION NEAR THE CONTROLLER, USE A WIRELESS TYPE. NOT IN CONTRACT 120v LINE TO CONTROLLER SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. CHANGES FIELD ADJUSTMENTS MAY BE NECESSARY DUE TO CHANGES IN HARDSCAPE, PLANTER BED LAYOUTS, TREE LOCATIONS, ETC. THIS PLAN IS A GUIDE BASED ON THE INFORMATION GIVEN TO THE DESIGNER. Specifications Provide 100 % coverage with 100% overlap for all turf & landscape areas Provide separate zones for turf & non -turf areas Provide control system with minimum capabilities program in minutes by day of week & time of day automatic shut off after adequate rainfall ability to maintain time during power outage Provide owner with recommended maintenance activities & schedule System installer to conduct final testing & adjustment upon completion Provide rain shut off switch Irrigation Specifications SYMBOL KEY OHunter pro spray 6" 15' nozzle 360' 0 Hunter pro spray 6" 15' nozzle 90' 0 Hunter pro spray 6" 15' nozzle 180' ® Hunter pro spray 6" 10' nozzle 360' ♦ Hunter pro spray 6" 10' nozzle 90' dh Hunter pro spray 6" 10' nozzle 180' ® FlUnter shrub adapter on PVC riser ® Hunter adjustable bubbler aIb - 2.0 ® Hunter electric valve PGV-101JTG tt t� ® looped I -L" main line sch 40 shrub zones turf zones - 3 i3•i8 n t 'H 61).TIF John E. Lang Registered Landscape Architect Florida License 111315 LANG DESIGN GROUP LanScspe:lrthiledwe'Plsttntng'Site Lighting I" 2nd :1ve North Lille Worth. Florins 33416 (561) 688.9996 Fax (561) 689-%88 Email, Idgn Isngdesippotipsom 30 YEARS OF AWARD WINNING DESIGN NNEEN NNEMENN u LEI 4.7.20 DRAWN DATE MS 7.16.19 CHECKED SCALE JEL IR2 of 2 — / v g04) i ❑ N y m Y O MM �W + E 133'-II' LL W a V - - 8 2 -0 I -I4 a' LINE CF 11 -2' 8' 26__g 3'-6' 66' _II ' r / CASCADE WATER ---------------- AB°-,E- �------ ;OOL DEC : I- `oVEPPIA IG 1 ------------------------- ------ _ l53'-ID' x 8'-0'1--------------------------------AeoVe----- ---- U ;:CANTER 0 0'-0' roS - --- - - i I ❑ Bmo' NAw : OOL DEC:: -- I W (31'-3• x Il. - - I � o LL Cr •m'-m' T09 I III ti M r----- -- ------ -- ---I �0 BREA ;FAST COVERED 0. - TDOOR (24'-a' x u'•9v / I DINING `^ ' I rem'-m x 26'-av I I �BL^O' NAVD I I � i - � � � �, � Imo• -a• I r L+ r I L_ Ij w ---- 1 I Z � M DEC LO:..NGE m U q r �4 Q I OVERHM! • I I d�vE Q I �m'•m' ros I GAME ROOM r ,. 1 I .BDm• Ndw 1 I I � j l I U r In I I (24'-e' x 13'-11') K I I '�l• I - - m I I :1 f I� L.L w I � O.'TDOOR UILT \ I (BN FULL 1%EIGNT 12'-O•J BATH (B OPTIP7ALI..I - J v -m Tcs eat n -r x STORAGE UJ I L 9'-9'1 EARN•8Dm' NAw fB'-'1' x b'-B') LNE OF ' + ART WALL / EUILT-N \, O I 1j OvE ENG v CC) --- DER: . I \ STAIR II II IIi '-__---D_IN_ING_R_O_O-M_:"DE --__ - O ;DR J '-' NroAs ZJ Q Zp�OQORARr WALL 6 •m'•m• ros ENTRY rem•-rxu.2•J COVERED R Il, (5''1M ,Bmm'NAw GALLERY TERRACE (2(l B-4') DER, LINE CF LA. ROOM 11 A O FLOOR 6•-6v LQfl',"774' mA90VE `R'D ECT WROOM ----------__-_____ - m' Tj (b13'-4'J I STGR I GAw -_- __- - if ENTRY STE S STORAG = ------ -I 1L ---____-__ I CO 0 F1 = --------7T------Tr---- G;EST N=_ BEDROOM _I ELECT. PANELSLi - Li PA4cL5 _ L_JL-J--__-__ L F _--_------- GARAGE :2 , I Li'rOia9w Ip I Ef:RIMENT t24 .a x ii .i : I -----------------LINEI , .9 BENCH , - _ 1rcRHA�NG iMal ---------- --- ABOVE III LN I I L---------- OV IIIIII I I .9 I If011 10'-0' ql E. L `MENT ' ,n i r'Iip I A A/C -AD BATH I �J � - - - � � � ICI � '�j � �� -1� � ; '•,1 '9-a' b•• '� 4•-Ir x 6 -�•. d;c I III If I L-=� i -----' s al ABOVE , III i _ 111 I f 1 UI OTORCO ;RT I' 6' T it •690' W GARAGE ::1 I jij f L'-J (24'-B'x13'-4'1 I I III I _-____--___- / B3C-� — I II I II STCRAG- I III -1 • TOO I III I I LNE OF m' NAw I III I I OVERH.wG r,,.• 1 III , / III I 1 ABOVE ' jI III I / I 2m'Trr�AI ---------------- IL------------ --------J- -- - I Rai Ch - regd archh ectOVEY DABOVE A 009879 I I ------------ --------J� -- CF / -_ / O. OLIFE VSF+AVG ---- � ABOVE 22' 1857 62' -0" / � \ � 8 �----------- 22' 10 12'-II' L date: 2'-6' 03/04/19 I r----� �� revised: QF1 i�'ST FLOOe PLAN SCALE: 3lie =1'-0" sheet no. A-1.1 SECOND FLOOR PLAN Comm no. 1857 / date: / 03/04/19 / revised: i sheet no. A-1.2 / / / / 8'-g" U TNIRD FLOOi� PLAN N SCALE: 3/16'=1'-0" win L)> \ w o Q J Q _ Q � LLJ < O 0 U }- W wCD Z g o U seal eRhoeff registered architect AR0009679 comm no. 1857 / date: / 03/04/19 / revised: sheet no. A-1.3 C60'-10' QNSGAL GOOF PLAN E: 3/1(b'=l'-O' Z z <� w U 0 V) + e 0 ® VI LL W a } a > 111 I- U w LL LL c 0 W II z c ® m" U 0 s � a mLL V a seal registerea arcnaem AR0000679 Comm no. 1857 / date: 03/04/19 / revised: sheet no. A-1.4 revised: 03ro6/2020 0 BD COMMENTS sheet no. B REAR ELEVATION (NORTH) A-3.1 SCALE: /A -3' 1 An c LEFT SIDE ELEVATION (WEST) SCALE: o RIGHT SIDE ELEVATION (EA5T) A-3.2 SCALE! Z Z 4 IR < u p Itm U)w) LL, � o +o LL w L }, a J u w LL N LL C III = mM 0 0 a a .; U a am ww C) Z a W C) Q J Q Q O w Q O 0 U W p z g o ,r �It Comm no. 1857 date: 03/04/19 revised: 03/0&2020 BD COMMENTS sheet no. 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J��`~` � .��,-u.i''r.,- . .. ;;_r r -t L 7 ': � r J } i is t� . } i i � f � _ � -^ r k'cr' r s. �, ^:. �er- �G ,y,,,' ,`.- Jr <%'•c -- i -:. £{ ^ .,X•..Y.r�t,/.. `-� '.'t.v..,:r �n, .ci4: tT a �'i Y �'��f'„_ .: r .- fi y, Page 71 PUBLIC NOTICE APPLICATION NO. 20-0001 500 Feet Public Notification Boundary May 27, 2020 Dear Property Owner: PLEASE TAKE NOTICE that due to the pending Novel Coronavirus Disease 2019 (COVID- 19) and Federal, State and Palm Beach County’s Declarations of State of Emergency, in accordance with Governor Ron DeSantis’s Executive Order 20-69, dated March 20, 2020, the Town of Highland Beach will be conducting its Planning Board Public meeting utilizing communications media technology via Zoom Communications, on Thursday, June 11, 2020 at 9:30 AM. Members of the Planning Board will not be physically present at Town Hall and shall be participating virtually. Live streaming of the meeting can be accessed on the Town’s webpage at https://highlandbeach.us/highland-beach-television-2. The following application will be considered: APPLICATION BY CHOEFF LEVY FISCHMAN ARCHITECTURE DESIGN REQUESTING SITE PLAN APPROVAL FOR A NEW THREE- STORY, 10,857 SQUARE FOOT SINGLE FAMILY RESIDENCE WITH POOL AND SPA LOCATED AT 4206 INTRACOASTAL DRIVE. Agenda and backup material for the application are available on the Town’s webpage at https://mmportal6.teammunicode.com/. The Town of Highland Beach will provide for public participation by email. Public comments should be emailed to publiccomments@highlandbeach.us, which will be read into record during the corresponding portion of the meeting. Public comments will be accepted up until 9:30 AM on Wednesday, June 10, 2020. If a person decides to appeal any decisions made by the Board with respect to any matter considered at the meeting, such person will need to ensure that a verbatim record of the proceeding is made, which includes the testimony and evidence upon which the appeal is based (FS-286.0105). Additionally, the Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to participate in the meeting should contact the Town Clerk’s Office at (561) 278-4548 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 or 1-800-955-8771. For additional information regarding this matter, please contact the Town Planner at (561) 637- 2012. TOWN OF HIGHLAND BEACH, BUILDING DEPARTMENT Page 72 SUN-SENTINEL SUN-SENTINEL Published Daily Fort Lauderdale,Broward County,Florida Boca Raton,Palm Beach County,Florida Miami,Miami-Dade County,Florida State Of Illinois County Of Cook Before the undersigned authority personally appeared Charlie Welencwho on oath says that he or she is a duly authorized representative of the SUN-SENTINEL,a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-RADE County,Florida;that the attached copy of advertisement,being a Legal Notice in: The matter of 11745-Other Legal Notices, Town of Highland Beach Town of Highland Beach Florida Was published in said newspaper in the issues of;Jun 01,2020 Affiant further says that the said SUN-SENTINEL is a newspaper published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,and that the said newspaper has heretofore been continuously published in said BROWARD/PALM BEACH/NIIAMI-DADE County,Florida,each day and has been entered as second class matter at the post office in BROWARD County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement;and affiant further says that he or she has neither paid nor promised,any person,firm or corporation, any disc unt,rebate,commission or refund,for the purpose of securing this adv is ent fo publication in the said newspaper. Signa e ofAriant Sworn to and subscribed before me this: June 08,2020. BRENDAN KOLASA Signature of Notary Public OFFICIAL SEAL Notary Public,state of mino s MY November�23 20on 20 Name of Notary,Typed,Printed,or Stamped Personally Known(X)or Produced Identification( ) Sold To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Bill To: J "' 5 2 0 Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd j Highland Beach FL 33487,FL 33487-3393 Town Affidavit Delivery Method:U.S.Mail Affidavit Email Address: 6677256 TOWN OF HIGHLAND BEACH PUBLIC MEETING PLEASE TAKE NOTICE that due to the pending Novel Coronavirus Disease 2019 (COVID-19)and Federal,State and Palm Beach county`s Declarations of State of Emergen(y,in accordance with Governor Ron Desantis's Executive order 20-69, dated March 20,2020,the Town of High- land Beach will be conducting its Plan- ning Board Pudic meeting utilizing com- munications media technology via Zoom communications,on Thursday,lune 11, 202o at 93o AM.Members of the Plan- ning Board will not be physically present at Town Hal and shall be participating mr- tually Live streaming of the meeting can be accessed on the Town's webpage at https:!lhWandbeach_uslhoiland-beach- television-2.The following application will be considered: APPLICATION#20-0001 BY CHOEFF LEVY FISCHMAN ARCHITECTURE DESIGN REQUESTNG SITE PIAN APPROVAL FOR A NEW THREE-STORY,10,857 SQUARE FOOT SINGLE FAMILY RESIDENCE WITH POOL AND SPA LOCATED AT 4206 INTRA- COASTAL DRIVE. Agenda and backup material for the application are available on the Town's webpage at https.//mmporta16_teammu- n1cod e.comu. The Town of F I Dedch wil provide for public participation by em il. Public commenm should be emailed to pub- liecomnentghlandbeach.us,which will be read into record during the cor- responding portion of the meeting.Public comments will be accepted up until 9.30 AM on Wednesday,june 10,2020. If a person decides to appeal any ded- sions made by the Board with respect to any matter considered at the meeting such person will need to ensure that a verbatirn record of the proceeding is made,which includes the testimony and evidence upon which the appeal is based (FS-286.0106).Additionalry,the Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act persons who need special accommodation to participate in the meeting should contact the Town clerk's Office at(561)278-4548 at feast 48 hours prior to the meeting If you are hearing or speech Wired, please contact the Fkxida Relay Service at 1-NO-955-8770 Or 1-804955-8771. For additional information regarding this matter,please contact the Town Planner at(561)637-2012. TOWN OF HIGHLAND BEACH,BUILDING DEPARTMENT 6/1/2020 6677256 SUN-SENTINEL SUN-SENTINEL Published Daily Fort Lauderdale,Broward County,Florida Boca Raton,Palm Beach County,Florida Miami,Miami-Dade County,Florida State Of Illinois County Of Cook Before the undersigned authority personally appeared Charlie Welenc,who on oath says that he or she is a duly authorized representative of the SUN-SENTINEL,a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-DARE County,Florida;that the attached copy of advertisement,being a Legal Notice in: The matter of 11745-Other Legal Notices, Town of Highland Beach Town of Highland Beach Florida Was published in said newspaper in the issues of,Jun 01,2020 Affiant further says that the said SUN-SENTINEL is a newspaper published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,and that the said newspaper has heretofore been continuously published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,each day and has been entered as second class matter at the post office in BROWARD County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement;and affiant further says that he or she has neither paid nor promised,any person,firm or corporation, any disc unt,rebate,commission or refund,for the purpose of securing this adv is ent fo publication in the said newspaper. Signa ure o fiant Sworn to and subscribed before me this: June 08,2020. <� 1 BRENDAN KOLASA Signature of Notary Public OFFICIAL SEAL Notary Public,Stote of Uiinois MYCc'mmission November23 2020 es Name of Notary,Typed,Printed,or Stamped Personally Known(X)or Produced Identification( ) Sold To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Bill To: r Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Affidavit Delivery Method:U.S.Mail Affidavit Email Address: 6677256 TOWN OF HIGHLAND BEACH PUBLIC MEETING PLEASE TAKE NOTICE that due to the pending Noel Coronavirus Disease 2019 (COVID-19)and Federal,State and Palm Beach county's Declarations of state of Emergency,in accordance with Governor Ron DeSantis's Executive Order 2o-69, dated March 21),2020,the Town of High- I&W Beach will be conducting its Plan- ning Board Public meeting utilizing com- munications media technology via zoom Corrxnunications,on Thursday,June 11, 2020 at 930 AM.(Members of the Plan- ning Board will not be physically present at Town Hall and shall be participating vI r- urally.Live streaming of the meeting can be accessed on the Town's webpage at httpsJlhigtd=Uach.us/highland-beach- television-2.The following application will be considered: APPLICATION#20-0001 BY CHOEFF LEVY FISCHMAN ARCHITECTURE DESIGN REQUESTWG SITE PLAN APPROVAL FOR A NEW THREE-STORY,10,857 SQUARE FOOT SINGLE FAMILY RESIDENCE WITH POOL AND SPA LOCATED AT 4206 INTRA- COASTAL DRIVE. Agenda and backup material for the application are available on the Town's wd4mge at https:/1mmp0rtW6_teammu- nicode.corrV. The TOvn of Ht~992M will provide for public particlpation by email. Public comments should be emailed to pub- liacomments0highlandbeach.us,which will be read into record during the cor- responding portion of the meeting.Public comments will be accepted up until 9:3o AM on Wednesday,June 10,2o2o. If a person decides to appeal any deck sions made by the Board with respect to any matter considered at the meeting such person will need to ensure that a verbatim record of the proceeding is made,which includes the testimony and evidence upon which the appeal is based (FS-286.0106).Additionally,the Tom of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act;persons who need special accommodation to participate in the meeting should contact the Town clerk's MCI?at(561)278-4548 at least 48 hours prior to the meeting If you are hearing or speech rnpaired,please contact the Florida Relay Service at 1-800-955-8770 Or 1-800-955-8771. Fox additional information regarding this matter,please contact the Town Planner at(561)637-2D12. TOWN OF HIGHLAND BEACH,BUILDING DEPARTMENT 6/1/2020 6677256 zz .0I0 t�EQUEGT FO� PLANNING 504fRID Af=FfROVAL .420G INi�ACOASfiAL p�lV€ FIfP.,ST 5U51"*-1ITTAL DEGEM5ER 20, 2019 NIGrNLAND 5EACN, FLORIpA CLIENT RANDI a DAVE STANLEY 3100 NUJ BOCA RATON BLVD. "109 BOCA RATON, FL 33431 ARCHITECT CHOEFF LEVY FISCHMAN 8425 BISCAYNE BLVD. STE 201 MIAMI, FL 33138 (305)434-8338 w LLJ U � Z � m w < Q J _ Q ry U) O W Q U- 0 U a w W o zZJ Q i5] /�/0 u= J seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.0 FREOUEST FOFR FLANNING 504fRID AFFfZ�OVAL -420(o INTF,,ACOASTAL EDF,,IVE F 11�5T eUE3t�ITTAL DCr-1E3� 20,201e HIG�WLAND 5€AW4 FLOF�,I1DA 7GATION MAP NACRE CALCULATIONS :APE PLAN LAN :TAILS :)N5 )N5 Z z M N w � O g _ N N M M ua E w 2 U µ A I U -jUj L UL_ m mM a y U � U Q N W w W W U � z CO W (`') 0 J Q _ Q ry UO W Q LL � S U " Q Q w W � p zZ Q Q (.D U O = �N�. seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.1 FREOUEeT FOfR PLANNING 504fRED AFFIROVAL 420(o INTACOASTAL DIV F I fRST SU5 1 TTAL IDC 115 F�20/2_0113 NIGrNLAND 5€AGN, f=LORIpA CLIENT RANDI d DAVE STANLEY 3100 NUJ BOCA RATON BLVD. 0109 BOCA RATON, FL 33431 ARCHITECT GI-IOEFF LEVY FISGNMAN 8425 BISCAYNE BLVD. STE 201 MIAMI, FL 33138 (305)434-8338 w W U > �' m z V w c� Q J 0 _ Q Of � O w Q LL O= }. Q W LU p Z Q z - J_ vJ seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.0 FREOUEST FCF� FLANNING 50AFRID AFFFROVAL -20(o fNTACOASTAL DfV FIRST 3UE3MIfiTAL IDEGEM5ER 20, 20113 H f GrHLANED 5 ACH, FLOFRf DA CLIENT RANDI d DAVE STANLEY 3100 NW BOCA RATON BLVD. "109 BOCA RATON, FL 33431 ARCHITECT CNOEFF LEVY FISCNMAN 8425 BISCAYNE BLVD. STE 201 MIAMI, FL 33138 (305) 434-8338 w W U � Z M w M Q J Q _ Q ry O w Q LL O = U CT-) } a w w Q z z Q J Q O r ^� _ v / seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.0 fREOUE5T FOfR FLANNING 5OAfRED AFFfROVAL .42 0& INT ACOASTAL E)1� 1 V FIfRST eUE3111TTAL 1DC 1� E3fP,, 2 0/ 20113 HIeNLAND E3EAGH, FLO�IDA )CATION MAP ',AGE CALCULATIONS APE PLAN _AN TAILS DNS ,NS w LU U � Z w � M _J ¢ Q Q ry CO w Q w p = U w w �p zZ ¢ Q O N = U) IT seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.1 prepared by. , BVMCOAST.9L WiAT"O Y d ALIGHL/NENG/NEER/NG COMPANY(LB#285) '� (' (` r r _ r .� AMA= %�C)_00 LAND) SU'R�VE-'y THIS `..J _...� r? <p 1700 N W 64th STREET, :507r 400 " �SURIIEY ; ' r FORTLAL/DERDALE, FLOR/DA 33309Le _I0G,.3K =1�' ?� PHONE (954) 763-7611 , • �, z' FAX.•. (954) 763-7615 B-1L ::L �r� (�� <pr�a B Oftlitm ,X0 ZO VA IN R -9 GRAPHIC SCALE �' < <pr 20 . x _A 07V 6 70 zo 40 . ---------------- sg <pr �i .a♦ �� R— 5Q. 00' FOUND 'X CUT ' FDUND NAIL' �1N �r � A='S6. ,20 ` IN CAP . INTRAC�ASTAL WA TER WAY IN CAP <prac ? 1 inch 20 ft-64 o?41690 x .5114 } 3. 94210 X .CONC. CAP4Pzz, ' p LOT S 66 \ / t � f. • 41:_ .. J N'smoo: 6� Location sketch /. " C C9A tic Aso o Scale w Not T I" LLL- .. LL LLLL 4,132 .:.SQ UR.E.:F.EET Q 5'5' pf -r L�r [egalasscriotion LL LLL �h k 4 At�RL' 7 ,. a Lots 25, and 28, Block 4, B L LIDO,.accord/ny to the plat thereof, as retarded L v LLL q 4•t 7 /s In Plat Book 25, . Page '97,, c'f the public records of Broward County, norido. ,. �• '�� . _L 'Q - LLC.'L•L�L G� p0` LOT rJG'. �•,�/�` T, •q. Y +h Lt. LL O -O q \ ` �; L / ,C U / s� ' Said land situate, lying and being in the C/ty-of'High/and Beach, 'Pa/m Beach LLLL( LL ..�O LL !1� LLLLL l L L V Foot ��. BLOCK 4 h�lA'� r� County, Florida and containing 24,132 square feet or 0.5540 acres, more or L : .Q LLLLLLI YLe5�L i 9 •y _. x/ - 4,P G• w� �l1 cf _ ...,less_ - 48• L LLLI O LrCLLL- . 2V L LLL L LLLLLi. ks /.. Nj QJ ryy. L 4e _ �LL�\�!LLLLLLL O f \S?• J �ti titi ry� LOT 27 NOTES. - L _ ° LLLLLL_OLtLLLL %' �• x• �. LL LLU 1S `, Ls; CE` .LLL 'M h Q• ;... Y ..` LLL LLLLLLLL \nt,o LLL J� ?.. O BLOCK 4 • . d o !_LLL LLLL LLL �, /S ev 1) 7hls surveyreJlecfs all easements and rights —of —way, os shown LLL _ - on above referenced record p lots . The subject property was not - .. y LLLLL .-LI�L q. -., S' .P () 1'' P P Y V - LLLLLLLLLLLLL LLLLLL, /k' - - abstracted for other. easements road reservations. or rights —of —way LLLLLLLLLLLLL LQ, LL ' k y \\ of record b McLaughlin En meerin Company LLLFtIL�LLLLLL LLI LL 9• ('� - - Y 9 g• 9 LI'�.•LLLLL•LLL L'^�\_.L JT�. V.LL L LCL.LILLL .LL -.O _ _.>>s.. Ll ILjI({�.� LLL Lb k-: (� • 6'�' off, ;c. - - ' ' .'.2) Underground improvement^ if any not located. - - Y� . LL O LL I \Ce LLLL LLI �M1 • t! _ . '* ♦Been _ .. - LL' J LLLL L Lt b L,l�. O e _LLLL Q /L'3) 'This drawing is not vo//d unless sealed with an authorized surveyors seal. ' !!�V�- k \r \?_LLLL ._LLL �� (`�G• Q•� o •ya v� by/,(MrE7AL R♦•SE7p nc •� ID I•`-L Lh V� .LLLLL LI 4 ". /a'?•hb9 �6 9• O.� ! LATE m r9 �� _ y /S I�LLLLi LL 4) Baundary'survey Information does 'not infer ,Trt/e or Ownership.. t %. s��' .. 5) Reference Bench Mork: Bench Mork J47K 3510 NGS, 1� YVy^r 32ti `♦Q041 ,. L7evation= 3.46 (NAVD88).. � ' �p /s+ I ^o f�, �� ' a /} �♦�C �O� 6) clevolions shown refer .to North American Vertical Datum (1988), one. sfi b sf �� V y99 4 R= 40. V D g' .C'q♦� ore indicated thus Else. = 325 • \ �ZY) l f y, �_ �sO n,/� 7) Thls properfylies in F/aod Zone fAE; Dev.=6.D Per Flood c CJ r7`f Q All;? � � " ♦ pry r� � Insurance Rate Map No. [201100989 F, Dated., August 18, 2014 Z N r� �Qo (9 Li' . U ! of r3el �l Community Pane/ No. 12511E 8) c76aaons per North American Vertical. Datum (1988) derived from National ds�2 ems, p O Geodetic Vertical Datum (1929) data and converted using U.S. Army Corps. 9t . asp a�cpy N ¢z S V0' of Engineers software (Co.pscon 6.ai) obtained from http.•/jwww.tech.armymllf SFj �q s>s cA IZs ♦ ,6 `s/ 4,p .�e I LEGEND �,r'l�,` �QD . 7� DO •' 'o , p C., 5 PAK R Qis _ L1.0 S _ .S,q� BFjyC,,c�..l, c26�'1' - R MMM ANp£ (D2TA). , e . . �f °9 st2 �t F . z• w,L2sg. t��,J �� 0� Q Ri�rr��y'p`r / RADIUS OFF-S."r ACNa a ae`D°YeGEa�R�NG �� = caaRvvE�oF �cxr-aF wAr. SLR• ! 1 ,yfr �'� .. �O �j ?99p<F _ TAN.BRG ,x TANGaVr BEARING SB. T. m �aaeDERNPay" HELL AND tic r ca •,/ L P•ac a PdNT dr commm�NFM �'/�,?� �,,QB• p'4< s�• ttw d v "\ _ P•a& m. PANT Lim DEGINNWO - It CA a BROWARD COUNTY REGL44DS r ¢ J3 10' O� f1�Q �� O� W/ArcL CAP W7H MCLAUGHLW END'NEEMG CO. CAP O.GR m DACE COUNTY RECORDS ? J /y R o O Q r�PGP / ARA(. a PERMANENT REFERENCE MONUMENT P.CB.2 = PAW BEAM COMM RECMES srOPi �Qs Q�C'`h '4 0 �?��y�� ss a c�aV�E0& SLOLW AND SAXCO EN Pr. > PAOF REawas eoarc . Ai O / - rW.M. a WA1WR/IER ME 7ROL YALV£ RAY a RYGCLEW OurWAY &F.P. LF. � JNK FENCE / BACK FLOW PREYE'nOVT lO� O� . .. r4;o o , � SO' / . NOW a AmTcNAL CEOOERr. wwcAL DATUM O/W a OVERHEAD UAUTY WRES ff .. NAYD a NA47H AMER/CAN .fRACAL. DATUM W/F = FfE7FACE OF CAP II..�.. h1b ...�•y p3 - ��t�, ._ \ _ _ _ _ _ CERTIFICATION 4 We hereby certify that this survey meets the Standards of Practice' . s as set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 5✓--17.05 Florida Administrative Coda pursuant to Section472.027, Florida Statutes . Dated at Fart Lauderdale, Rorldo, this 16th day of April, 2019. N1cLA!/0 GlNEERI COMPANY JERALD A. M UGHUN Registered Land urveyvr No. 5269 State of Florida. nELD BOOK NO. EFB, L" 365176 JOB ORDER N0. V-4242 \NS�.pNWmPboxMECOWmpb=(MECOI\DropboX{MKD)\MECO Team FoldeAV .C4�,\V,2421V•124Zdxg, S/6/201932 34 PM, P1COH lanle'SlOq DRAWN WIRT FILE NO.: 192 5URVEY SCALE: N.T.S. CHECKED B DRAWN BY Z z ; <.r #� _ o0 W [U ,a `v • + E V.. W > IIM � J U LL W F N LL _ N 0 U m m c T � LLL r t Q c m �j m U>I� Z OD M v W L-i Q J Q � `•' U) OJ Q �W 11_ O = U LU w W m Z Z J O N = U) seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.3 ' �\.\ EXISTING DOCK W/ BOAT LIFT, Q�R / A El TO. SEAWALL \ / •650' NAVD /�,6a I / I SHALLOW — / WATER I / 1 (LINE OF 0-1;1;!H 1_ I I _ _ _ e�--__-`-I�__l__N ___ __ POOL DECK I _______ I_ i I gi' x iTT T I LANDSCAPING 64'-ro bm'-o' POOL B ('DER SEP-PERMIT, N BY OTHERS - CONTRACTOR TO 91JBMIi ENGINEERED SHCP OWG'9) OT SP REFLEC TING J I I I m-m ros � FOND 1s• I LOUNGE ,ems• NavD T.O. SEAWALL 13' -11 PROJECT DATA: LEGAL DESCRIPTION, LOTS 25, AND 26, BLOCK 4, BEL LIDO "I RDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 91, OF THE PUBLIC RECORDS OF BROWARD OOIAITY• FLORIDA SAID LAND SITUATE, LYNG AND BENG IN THE CITY OF HIGHLAND BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 24.132 SCUA(E FEET OR 05540 ACRES, MORE OR LESS. PROPERTY ADDRESS: OCCUPANCY TYPE: 4202/4206 NTRACOASTAL DRIVE RS HIGHLAND BEACH, FL 33451 SCOPE OF WORK - NEW 3-STORY CBS, SINGLE-FAMILY RESIDENCE ZONING DATA: REOU IREDI ALLOWED PROVIDED LOT SIZE- 10)0 SF 4102 - 11306 SF ZONNG DESIGNATION- FLOOD ZONE- FIN. FLR ELEVATION: HEIGHT: MdIN Hd15E SETBACKS- FRONT SETBACK- REAR SETBACK SIDE SETBACKS: POOL SETBACKS, FRONT SETBACK- REAR S-=fBACK: SIDE SETBACKS: RS AE 600' (NAVD) •600' • I NAVD 25'-0' 20'-0' 12'-O' EA 25'-0' 10'-0' 10'-0' EA. 4206 - 12p.26 OF •800' NAVO 26'-6• 20'-0' 11'-1' / 26'-10' 108'-6• 10'-6' 19•-9' / 109'-3' LOT COVERAGE: EXISTING LOT SIZE (4202 • 4206 LOTS) 24.132 S. F. MAXIMUM ALLOWABLE LOT COVERAGE- (100%) NA PROVIDED LOT COVERAGE: (0%) MAIN HOUSE, EXTERIOR ONING AREA- GARAGE: 4,409 5F 523 5F 645 / 665 SF TOTAL BUILDING LOT COVERAGE: 6,242 OF (255h.) BUILDING DATA: MAIN HOUSE: I /� FIRST FLOOR (HABITABLE) SECOND FLOOR (HABITABLE) 4.40% SF 3•115 SF THIRD FLOOR (HABITABLE) TOTAL (AC). 1,423 5F 9541 SF ! , LL GARAGE (NON -HABITABLE) TOTAL (HABITABLE • NON -HABITABLE) 1310 OF 10,851 SF DEEP. SEE II I II ___�_ O❑ POOL OUY...'S) ' I .0•_m'TOS N 1 •eY ID0'INAVD I 0 I COVERED /r LINE of AR Jf \ I OVERHANG 0-1LTDOORDINING _ _ J --- ----- -----\ �% 121- T.O. SEAWALL 1 , , .2' N T .650' NAW LI E OF ,I ' Lt -� I \\ I �LI � ~00� Q�FA_lFT f 11 F-0 i I I '1'/ LNE OF r- I� LI L------ PR OPOSED---NEW3-STORY I - _ / i �\ DOCK / -- I 1 \ LOCAT ON (TBD) m:-m ros �, i I smm ti�w 1 1 1 1 1 CBS 1 1 1 1 1 1 t - — \ \ / 7 RESIDENCE ---- n Quo- \/ LANDSCAPING - i I STEP$ ® VEGETABLE - \ / \ -- 9 GARDEN 7 AREA POOL OWG'S) ___ __________ �� LIN-c of I � I - EQUIPMENT \\ OVERHANG I 0 �'-- N \ i -------- ------ ABOVE - i -� - D- I 7 1 I � I LINE OF I -I 6' TCS it ii I Ol Po -71 a, I i ------ OVERHMIG :-650' NA VD - � ' II ' ; I l I �• m`o V •. �------ '' E-- JIPMEN p 1 � GARAGE #2 ' II AD! --- ! I- I'� ( I I III ., _ I " r-6 To raa'-e•xa2'-I') I Ib - ---- ' 50' NAND �Q •O \ I =�1 '>~-��-*--�� I� I� MOTORCOURT I u I tg I; i I to V 1 I GARAGE #1 I III i rcoNc_ PAVERS ON I I' ( I� , 1 'I TOS — r24•-E• x a3'-4•J I I C PAC S I II i LINE OF I 6' T05 NAVD i- II BASE,UNDER SEP. OABOVEf ,\ \ II NAw P Rtirc) I ° ------ --- ABovE •�- \. I I 7 Ir I . r , POOL FENCE W/ SELF LATCHIa�ATE \•' `��`( I III _ __ __ __ -_ -I'-0' TOS I 1 LINE GF _ __ _ OVERHAN^..a / ABOVE GA NG POOL FE CE W , \ LANDSCAPI/ SELF LA OWINGJ\.` 10'-2' 20'-0' 6l m 20'- 14'-11' 28'-II' LINE OF OVERHANG, ABOVE ^ LANDSCAPING � ' P / O fu \ ' � 0 Q 'T E -EALF, o J LL LL III 0 r W LL U � Z C0 W M Q J Q Q (n V) o W Q LL fj� O = U Q Q w W CO Z Z < Q W V /�O //� VJ seal Responsible Supervisor Paul Fischman AR96202 AA26003009 Comm no. 1857 date: 12/20/19 revised: sheet no. A-0.4 � I I FIRST FLOOR - AREA N SCALE: I/16'= I'-O' SECOND FLOOR - AREA 2 SCALE: 1/16'=1'-0' N REQU IR ZONING DATA: ALLOWEDi ALLOWED PROVIDED LOT SIZE: 10,00 SF 4202 - 11306 SF 4206 - 12026 SF ZONING DESIGNATION: RS FLOOD ZONE: AE 6.00' (NAVD) FIN. FLR. ELEVATION: 6.00' + 1 NAVD -SDO' NAVD HEIGHT. - MAIN HOUSE SETBACKS: FRONT SETBACK: 25'-0' 26'-6' REAR SETBACK: 20'-0' 20'-0' SIDE SETBACKS: 12'-0' EA- I1'-1' / 26'-10' POOL SETBACKS - FRONT SETBACK: 25'-0' REAR SETBACK: 10'-0' 10'-(o' SIDE SETBACKS: 10'-0' EA- 19'-5' / IOS'-3' LOT COVERAGE: EXISTING LOT SIZE (4202 + 4206 LOTS) 24,132 5. F. (1009.) MAXIMUM ALLOWABLE LOT COVERAGE: N.A. (04bJ PROVIDED LOT COVERAGE: MAIN HOUSE: 4,405 SF EXTERIOR DINING AREA: 523 SF GARAGE: 645 / 665 SF TOTAL BUILDING LOT COVERAGE: 6,242 SF (25.8q ) BUILDING DATA: MAIN HOUSE: FIRST FLOOR (HABITABLE) 4,409 SF SECOND FLOOR (HABITABLE) 3,115 SF THIRD FLOOR (HABITABLE) 1,423 SF TOTAL (AC). 9,541 SF GARAGE (NON -HABITABLE) 1,310 SF TOTAL (HABITABLE + NON -HABITABLE) 10,85-1 SF SITE DATA (PERVIOUS VS. IMPERVIOUS): EXISTING LOT SIZE (4202 • 4206 LOTS) 24,132 S. F. 1100q ) MINIMUM PERVIOUS 5Ui;a--ACE REQUIREMENT: NA (0q) LANDSCAPE AREA (PERVIOUS): 12353 SF (5129 ) REFLECTING POND / POOL / HOT SPA: 135E 5- F. LAILN / LANDSCAPE- 10,994 S. F. PAVING AREA (IMPERVIOUS). 11,168 SF (48851) MAIN HOUSE: 5,119 5, F. 8LA155 4 WALKS: 143 S. F. POOL DECK: 2,018 S. F. EQUIPMENT PAD'S: 941 S. F. DRIVEWAY- 2341 5- F. THIRD FLOOR - AREA / SCALE: 1116'=P-O' Z Z m N CR� A rn vm ! MCA) Z I LU r�V 1 VJ I + o U L i N t `} rx ` 2 a L � o L N I N 1 C 1f T o � O - LL m ._ N N L.Lj LU U00 Z W M J Q Q Q CO i w Q LL O = U Q Ly D] w p z z Q am Q (.0 (D CD (V = C0 IT seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.5 /L A - e56. 20 9 IN CAP A- 6402490 0 '� 55' EXF. TRENCH o Io 20 ao _ \s 5 \ rr PROPERTY LINE ' 143. f r------------------------------------------------------------ L� 00 x J _ __" / - S% + - - - --- ----- -- - --, -- - / D 5 ,D 20 /�5��' McLeod • McCa rthy tot Associates P.A. Civil Engineers ' j/ ��! `:` �5,' ./.�--- \\\ / x / SCALE: 1 " = 10' / ^ %C - 1�- 7�l / \ 6•25' �i. �,, \ .. .. �� ,� �,—-.:;-z� 40' EXF.TRENCH 'f.,% - - To W�PahBeadFLL3330190, T: 561.689.9500 C:561.309.4931 www.mcleodmccarthy.com W E w j • • r / .•y` 55' EXF. TRENCH ' C/� ! `\�/ i Eo 1.0 � 7 � \ o- O O O f� ♦� �_/ T� r ^' ; 37' EXF.TRENCH �� (� o S5 s° r' wy L t ti LEGEND 24' TRENCH DRAIN GRATE EL. DIRECTION OF SLOPE EXIST'G W M. TO BE USED INLET TOP ELEVATION _ - // FOR IRRIGATION SUPPLY �. . 18 1 S2 INLET NIVMBER � o Z a i • S2\a/\ ``\r EXIST'G SANITARY SERVICE TO BE INSPECTED W i S4 \ / J AND REPLACED IF NECESSARY MIN. FIN. GRADE 5.5 ��- .moo- W i p J Z O 30' EXF. TRENCH S /�/ '� 012 M NP \ \ ; / 3 ' EXF. TRENCH 7\ CZ W J L �h , ` �C 2 o 5 ti u CO F r \ I N y S � Q \ ql) �� ¢tiG0�ti9 G / o w u - S 3 `, ti• ERA' S\ — + = — N Q4 4( LO 0 GEbTEXTILE FILT ''\ o_ \ FABRIC ENVELOPE ;�• �' > \ f tits O j" 12" DIAMETER z INV. 2.00 PERFORATED PIPE TRENCH DRAIN Tn�r IS. \�, `� °\Y % , ' r\� 1��1'1r\ e �+� � `s<R `'°n,� � �� - O MIN. 3/4" CLEAN— :rn:-n.. n.,kna 1.. �. 1.'s�,• ^. ` RGN�c WASHED ROCK IST'G W.M. & BFP TO f' 6' s�BEUSED FORPOTABLE p5 %' CROSS SECTION �4 WATER SUPPLY f �- � _ v, — p Z �- W SCALE: AS SHOWN DATE:01-16-2020 4" PIPE SECTION e-H ,r �� "'-% EXFILTRATION TRENCH DETAIL NTS / ``SL7- �/%--------` NTS \•• SHEET 1 PLAN VIEW f 4" PVC PIPE r+ �\) 7 � �' � 6" TRENCH DRAIN DETAIL`\/ / NTS 0� /� `` i' Know what's below. Gall before you dig. 1 OF 1 19-064ENG.DWG SFWMD TRENCH LENGTH FORMULA L=V/[K(H2W+2H2Du=DuXDu+2H2Ds)]+(0.000139WDu) 2/17/2020 Highland Beach Stanley Residence 4202 Intracoastal Drive V (Volume ACRE- INCHES) K (Hydraulic Conductivit y) W (TRENCH WIDTH, FT.) H2 (DEPTH TO WATER TABLE, FT.) DU (UNSATURATED TRENCH DEPTH, FT.) DS (SATURATED TRENCH DEPTH, FT. (H2W + 2H2Du - DU + 2H2Ds) K (H2W+2H2Du- Due+2H2Ds) (0.000139 WDU) L=V/[K(H2W+2H2Du- DUXDU+2H2Ds)]+(0.000139W Du) 0.7000000 0.0000204 6.0 2.1 2.50 0.50 19.0 0.0 0.0 283.2 0.0 0.0 0.0 #DIV/0! McLeod • McCarthy & Associates, P.A. The Forum III 1655 Palm Beach Lakes Blvd. Suite 901 West Palm Beach, FL 33401 T 561 689 9500 C 561 309 4931 tom@mcleodmccarthy.com McLeod • McCarthy & Associates, P.A. Civil Engineers The Forum III 1655 Palm Beach Lakes Blvd., Ste. 901 West Palm Beach, FL 33401 T 561 689 9500 C 561 309 4931 tom@mcleodmccarthy.com . www.mcleodmccarthy.com DRAINAGE CALCULATIONS DATE: January 17, 2020 PROJECT: Stanley Residence, 4202/4206 Intracoastal Drive, Highland Beach PROJECT AREA = 0.554 ACRES IMPERVIOUS AREA = 0.279 acres PERVIOUS AREA = 0.275 acre REQUUIRED TRENCHGTH (SFWMD Formula)- 1" over entire site or 2.5 X impervious area REQUIRED RETENTION 1 If X 0.554 acres" = 0.554 acre inches. 2.5 X 0.279 acres = 0.7 acre inches. Governing Criteria, V = 0.7 acre inches V = 0.7 acre inches K = 0.00002 L = 283.2 LF (see attached calculations) MIN. FIN. GRADE He = Ds GtinJT = No 3866 PROSPECT AVENUE * SUITE 9 • WEST PALM BEACH, FLORIDA 33404 . (561) 881-1939 REPORT OF FALLING -HEAD OPEN -HOLE TEST JOB NO. 19-469 PROJECT Bel Lido - 4202/4206 INTRACOASTAL DRIVE - Stanley Residence - Highland Beach, FI CLIENT Euro Construction Services NUMBER OF SAMPLES 1 SOURCE In Place Material TESTED BY DB/JH/RC DATE 11/19/19 REPORTED TO Client INTENDED USE Hydraulic Conductivity SPECIFICATIONS GOVERNING South Florida Water Management District LOCATION DEPTH K-1 (Approximate) 0'-2' 2'-3.5' 3.5'-4.5' WATER TABLE 2' (Estimated for Calculation Purposes) DEPTH OF HOLE 4.5' DIAMETER x LENGTH OF CASING 6" X 6' HYDRAULIC CONDUCTIVITY K = 2.04 X 10-5 CFS/FT.2 - FT. HEAD Respectfully Submitted, ALLTERRA ENGINEERING,& WEN ELL RODGPRS, P.E. Principal Enginoer WKRlcge TEST ING DESCRIPTION Brown and Grey Fine Sand, and roots Grey Fine Sand, some silt Peat TIME INTERVAL DROP (in seconds) in inches 15 1/2" 30 2 3/4" 45 4" 1'00 6" 1'l5 7 1/2" 1' 30 8 1 /2" 1'45 9 3/4" 2'00 10 1 /2" 2'l5 11" 2'30 11 3/4" 2'45 12" 3'00 12 1 /2" Tl5 13" 3'30 13" 3'45 13 1 /4" 4'00 13 1/2" 4' 15 13 3/4" 4'30 14" 4'45 14 1 /2" 5'00 14 3/4" These tests are representative of and apply only to the location and depth as shown above. Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. '� k-C H ITECTURE+ DESIGN Residence 4202 / 4206 Intracoastal Drive Highland Beach, FL Table of Contents Tl HI H2 H3 Ll L2 L3 LP 1 LP2 IR1 IR2 30 YEARS OF AWARD WINNING DESIGN Cover Page Hardscape Plan Hardscape Details & Specifications Hardscape Details & Specifications Landscape Layout Plan Landscape 2nd Story Layout Landscape Notes & Details Landscape Lighting Plan Landscape Lighting Specifications Irrigation Plan Irrigation Specifications LANG DESIGN GROUP Landscape Architecture*Planning*Site Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email: ldg@langdesigngroup.com % 1316 John E. Lang Registered Landscape Architect Florida License!+` 1315 LANG DESIGN GROUP Landscape Atthitechue'Planning'Sile Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561) 688.9996 Fax (561) 688-9688 Email: Idgrg langdesigngroup. corn 30 YEARS OF AWARD WINNING DESIGN EMMEMEN ®®®®® BIKINI 0 0 0 �w O U U ct N ct � INC ct o t N N LE 0 0 0 0 0 Room EMEME ■■■■■■■ 11.5.19 TI 20' 30'-10" 55j 19'-3" 2' WIDE POOL 2' 14'-10 I 38'-8" 2' COPING TBS — (2) R WS?"x-1.!�TILE TBS OF CONTRACTINUn�OR I—{c@,_E1ZGE OF STEPS TYP. t7 1;_2" \ / /1 _2" ° DOCK BY OTHE / / / g oy� eb SEAWALLOTHERStp PO L AXCkPffTf?194Q POND 6 DP OTHERS z \ \ / O OVERHANG / SUN SHELF 8'-101, \ \ \ s' / / / �./ / ABOVE \ SS \ � 28'- 0" v .2'L 14'-6" = SPA 31' 1 L2N' 17-3" \ 4 ; 4'_6 / +8.0 — — — — — — — — — / 6" l0' I O TB S O COTIC. \ \ \ \ 9'-6" — / / SL B O o I \ \ DAsxFe LurE [s \ \ ❑ ❑ OVERHANG I / / \ OVERHANG I I - OVE \ \ \ \ ABOVE I + ,0' I FtFD WEI OVERHE ROOFI.INE STONE N CONC. - SEE SF�CTION 3 SLAB \ \ F7 BYRTHERS I r i Q I == I I \ \ \ '7 P OP ED RE LIVING GREEN WALL - \ I -- , t I t I I �E 1 I I I I 1 1 IJ \ \ DOCK SEE DETAILS SHEET H3NAVD TIIERs v M I BY OTHERS 0 � U POOL FENCE W SELF LATCHPi IG GATE LOW RETAINING CURB - SEE CIVIL ENGINEERING PLAN NEIGHBORS RESIDENCE EXISTING BACKFLOW AND WATERMAIN r IN TALREF OF 8 ECTING NTERPOND S - — BJ REFLECTING POND I LUNM \ \ I ` FOR IRRIGATION AND r ,� n r � 20' `�I I + 5' `� I 'DRAINAGE \ \ GRAVEL•CHIPS TBS I I 8' 1 ' = I ECTING POND UNDER SEPERATE PERMIT ByDO \ \ OTHERS ® ' = I L `� u 6Q u EQUIPMENT \ \ \ i > 4' ` L JL J— — — ® 10. 2„ +6.5' 9' 8" !9'-11" = 4' 11" 12'-10" I I - _ — — — — I AREA \ -------- '. - I—�-- I SEEPLAN \ \ �. e^ o I BY OTHERS _\ � r r — — — — — v 11'-1 o0 6; 2;; =1 6 I \ \ / \ 4' 5'-7" 7'-7" 4'-9" 4'-11" 6-8" v 4'-10" 4'-9" c� lr s i 3.3 M OR o------ �—Y6.GRAVEL' = I o0 00 9'-11" - _ C I CHIPS r I 2'-11" 5;. CO T v I N — — — — J 0 I I iN OVERHANG / / 1" 6-6 7-3 7'-3" 6'-4" 4'-7' 6'-11" 4' 11" 6_2' 6'_4.. ABOVE / L----- to — N 4.3 �O J \ — — — — — — — — N — I / 7 OVERHANG //3.8 / �� ------- --- ---- ° oro _ N ABOVE J, M001 OVERHANG 7'-00 / o v 16" 11' 101, AB / / 4'-7" = 14' 4 9" C.j.- \ / / 29'-8' _ o vO� J ow 4.7 POOL FENCE W/SELF LATCHING GATE TO ALL a o F. 3.22 APPLICABLE CODES 4.2 '0 \ oQ / �RACOAS �s 8 CURRETAINING ?' 1 % i \ NEIGHBORS ENGINEERINGPLAN 3.9_ RESIDENCE GUY WIRE EASEMENT _ _ _ _ — — — — EDGE OF_ I IS 0 PAVEMENT 21' 24' — — — — — — — 22 N �'JN°a z NK — VERHEAD POWER LINES 24 N GpS� I�pP ------ -- 3.-1J O WATER MAIN \ a e Aie 4 i / 3, 16 / FIBER OPTIC RISER CHO=FF L=VY F I D E 1 r 14 / N / ARC HI7E CTU ae+oestcN / Hardscape Plan E 0 4 8 12 20 John E. Langd I S Registered Landscape Architect o , � — 3 I -- SCALE: 1/8"=1' 0" Florida License # 1315 O LANG DESIGN GROUP Landscape ktMteetae'Planning'Site Lighting 1920 2nd Ave North Lake North, Florida 33416 (561) 689-9996 Fax (561) 688-9688 Email: IdgrgIangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN EMENE El MEMENNN OU � • P-� � I"J�`"1 O N O O rY, 17t O Ea B O B MMMMM ■ ■ ■ ■ ■ ■ ■ FIP-V1J11 11.1.19 12.20.19 2.5.20 HI of GENERAL NOTES Construction shall follow standard building code as adopted by the county as applicable and all applicable amendments. Builder shall coordinate all the work of all the trades. Builder shall verify all dimensions and conditions at job site prior to starting any work and notify architect in writing immediately or the builder shall accept full responsibility for any errors or omissions. Do not scale Builder is responsible for adequate bracing of structural or non-structural members during construction. Concrete shall conform to ASTM C94-83. AD concrete work shall be in accordance with ACI 318-84. All concrete masonry work shall be in accordance with ACI 531-79. (revised 1983). Minimum concrete cover over reinforcing shall be: Slabs on vapor barrier - 314" Beams and columns - 1 112" Formed concrete below grade- 2" Unformed concrete below grade - 3' Reinforcing steel: Grade 60 (FY = 60,000). ASTM A615-82 S1. Placing drawings and bar lists shall conform to A.CI.'s Manual of Standard Practice for Detailing Reinforced Concrete Structures." (A.C.I. 315-80). Details of concrete reinforcements shall be in accordance with 'The Manual of Standard Practice for Reinforced Concrete Construction", as published by the Concrete Reinforcing Steel Institute unless otherwise indicated. Adequate vertical and horizontal shoring shall be provided to safely support all loads during construction. Dowel column and wall reinforcing to footing with same size and number of dowels as vertical bars above. Vertical cells for masonry to be grouted shall have vertical alignment sufficient to maintain a clear unobstructed continuous cell. General Contractor shall verify all setbacks and easements prior to construction of any pools, patios, or any other structures and shall notify Landscape Architect if there is a discrepancy. Cleanout openings shall be provided at the bottom of grouted cells at each lift over 4'-0" high. Cleanouts shall be sealed after cleaning and inspection and before grouting. Reinforcing steel shall be lapped 30 bar diameters minimum where spliced, and shall be wired together. Provide corner bars same size and number as horizontal beam reinforcing at each face. Lap 30 bar diameters min. Structural wood and timber framing shall conform to the 'Timber Construction Manual", as published by the American Institute of Timber Construction. Structural steel shall conform to the A./.SC. Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" 1980 edition. Materials shall conform to the applicable ASTM specification as follows: Shapes, Plates, Anchor Bolts - A 36-81 A Machine Bolts - A 325-83 C Tubular Steel - A 500-82 A Grade B (46 KSI) Welded construction shall conform to the American fielding Society Structural Welding Code" Electrodes for field and shop welds shall be A.W.S. A5.1 E70XX. Contractor to verify all existing utilities and services and is responsible for all damage to such during construction. Topical curing required for all slabs and flat work (U.N.O.) SLV = 1 schedule 40 PVC sleeve for irrigation, I schedule 40 PVC sleeve for PA = Planting Area. General Contractor is responsible for all work, workmanship, and safety of the subcontractors. All paving material is to be installed per manufacturers recommendations. Pool contractor is responsible for all engineering, hydraulics and electrical. Plan is for layout purposes only. GRADING NOTES General Contractor is responsible for positive drainage in all areas. All berming shall be smooth and continuous, free of debris, weeds, rocks, All berms and grades shall blend with adjacent grades. All gutters in interior court to be piped out to road or to the rear of the CONCRETE BACKER n PERIMETER OF PAVING STONE OR PAVER BANDING TBS IF USED - SEE PLAN FOR PATTERN & MATERIAL STONE OR PAVERS TBS -SEE PLAN FOR PATTERN %SAND SETTING BED ADJACENT �j COMPACTED LIMRROCKCOMPACTED USHED GRADE RECYCLED CONCRETE OR WALK ON SAND SECTION SCALE: 1" = 1' 0" 4" WIDE ARTIFICIAL TURF JOINTS INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS ADJACENT PAVING - SEE PAVING SECTION THIS SHEET - SEE PLAN FOR PATTERN & MATERIAL TURF SUBSTRATE AS PER MANUFACTURER COMPACTED SUBSTRATE AS PER PAVING SECTION THIS SHEET (-4--� TURF JOINT SECTION W7 SCALE: 1" = V 0" site ivies &, xe uirements 1. Any tree or pahn near overhead power lines to follow the Florida Power and Light ,'Right Tree Right Place' guidelines. 2 Automatic Irrigation System to be designed and provided with 100% coverage with rain sensor. 3. Mulch required for all beds in 3" layer for all planting beds, trees and shrubs. All trees and shrubs to be planted slightly above grade and the 3" layer of mulch is planted outside the root ball. No more than V layer of mulch is to be over the root ball and shall be pulled back from the trunk. 4 10' Vision Site Tiangles at drive entry, no plant zone unless under 30" or over 8' ct. 5. More than 50%drought tolerant species has been provided in accordance with the SFWMD Watenvise guidelines G. Contractor's responsibilty to check all grades and verify all dimensions. Do not encroach into anv setbacks. Do Not Scale Drawings. 7. Prior to construction verify any sidewalk , curb cuts etc. with civil eng. 8. All site drainage nm-off to be retained on site 9. Notify Landscape Architect in writing of anv discrepancies with plan. CONCRETE BACKER (4)PERMIETER OF PAVING - MIN 3" THK. STONE OR PAVER BANDING TBS IF USED - SEE PLAN FOR PATTERN& MATERIAL STONE OR PAVERS TBS - SEE PLAN FOR PATTERN &. MATERIAL CONCRETE fi AND SETTING BED ADJACENT 6"-8" THK. LEDCOMPACTED CRUSHED GRADE COMPACTED LLVIEROCKR 2 DRIVE ON SAND SECTION SCALE: 1" = 1' 0" METAL EDGING INSTALLED AS PER MANUFACTURER -SEE DETAIL THIS SHEET CHIPPED STONE OR AGGREGATE TBS - V - 2" THK 2" - 3" THK. COMPACTED LLMEROCK OR COMPACTED CRUSHED CONCRETE COMPACTED SUBGRADE 5 AGGREGATE PATH SECTION SCALE: 1" = 1' 0" Hardscape Details STONE OR PRECAST PAVERS TBS - SEE PLAN FOR PATTERN & MATERIAL MORTAR SETTING BED 4" THK. CONCRETE SLAB - REINFORCEMENT BY ENGINEER COMPACTED SUBGRADE 3 WALK ON CONC SECTION H2 SCALE: 1" = 1' 0" TOP OF AGGREGATE NO LESS THEN" BELOW TOP OF EDGING TOP OF EDGING TO BE NO MORE THEN }" ABOVE y\\/ ADJACENT FINISH GRADE rF STAKE INSTALLED AS PER MANUFACTURER COMPACT GRADE ADJACENT TO EDGING TO AVOID SETTLING METAL EDGING DETAIL H2 SCALE: 1" = F 0" 00,00 !'JNOS ,fie e ,ys �T n 1316 rp ,. -r is �t— , John E. Lang Registered Landscape Architect Florida License 9 1315 LANG DESIGN GROUP Landscape .4ilhitecnire'Planning'Site Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561)688.9996 Fax (561) 688-9688 Email: Idgra langdesigngroupeom 30 YEARS OF AWARD WINNING DESIGN EMNEEME MENEM E 0El a n� h� '1 �4 ct 4tiTT � 0 O U U ct C,t °MM� 1110 c nil N I0J LLJ EQ Lin Ed EM 0 a is MENEM ■ ■ ■ ■ ■ . ■ 11.1.19 12.20.19 H2 of 3 3/S" PIA SS WEDGE ANCHOR GSKY SS FRAME' `4 0156 WAIL PRIP TUbE&SKY TRIM MOUNTING ANGLE II�S" P. STAINLESS OR ALLMINLU &SKY SIPE TRIM SECURE INTO TRIM MOUNTING ANGLE GSKY STANDARD &REEN WALL PANEL Living Wall Plan View H3 SCALFA/2" = P-0" CONCRETE WALL \TERPROOFING KY 65 FRAME 'S' PIA SS WEDGE ICHOR 'TIONAL PRAIN PAN Tf5S 3 Living Wall Isometric View H3 SCALE:1/2" = 1'-0" Hardscape Details STAINLESS OR ALLMINLIM C�CY TOP TRIM SECURE INTO TRIM MOUNTING ANGLE &SKY STANDARD &BEEN WALL PANEL &5KY TRIM MOi1NTIN& ANGLE Ct 5. WALL WITH SMOOTH SURFACE IRRIGATION DRIP LINE GSKY SS FRAME PIA SS WEDGE ANCHOR WATERPROOFING z Livin Wall Elevation Detail 113 SCALE:1/2" = 1'-0" Q 4CONCRETE WALL f3Y OTHERS p 3/5" PIA 55 WEDGE ANCHOR i3Y GSKY 4 NE04ENE WASHER $ETWEEN WALL AND GSKY FRAME lu 4 GSK FRAME c` WA PROOFING 13Y OTHERS N � Fastener Detail / CNW Wall H3 SCALE: 3" = 1'-0" ' °a yz ;e 1316 :fit o John E. Lang a Registered Landscape Architect $ Florida License 9 1315 LANG DESIGN GROUP Landscape .4rthilecture'Plaming•Site Lighting 1920 2nd Ave North Lake Worth, Florida 33416 (561) 688-9996 Fax (561) 689-9688 Email: Idgtd langdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN MMEMEME MENEM Emm Ed N N C,3 w o ct • '.a.rj H O � ct t-0 O N d' REVISIT 12.20.19 H3 of 3 ' v • oP•• POOL AND kmzcnNG ' oi PERM' BY SUN SHELF OTHERS rd. / •• — — wolow • r ■1MMEMENI MENEM_ ►.�\.-::. qa 11• � is I ■ ��_■I � - - - - f �� n- �� I■■■■1 �■i ■■.� �■i `, gyr IN= 'lox, � MIN 1 i W.71. Mimi MENS221 LN NINE IN '/�,�\\��..�- :v�� %� .3j� �,��I'l ' o?m ICI- • ® 'I��I�! � •• WWII►�� ■■ ® ��` G� � � � �—� � ram►- �\ . � � — I law POOL FENCE W SELF LATCHING v EXISTING BAC v • • WATERMAIN JX l NlfVE EASEUENT CHO=FF LEVY FISCHMAN / A R C H 1 T E C T U R 6- 0 E 5 1 6 rl FRO LIFTIN PAVERS SOD OVERHEAD IsOWERLINES —G ILL— — — — — SITE VISION G 33 LESS 24" OR OVER 8' C.T 6 R POLE W GUY WIRES / 00 ALL APPLICABLE CODES PER Landscape Plan RIGHT TREE RIGHT PLACE BROWARD CO GUIDE S IN PLANTER BOXES TBS SOI) \ / HR v \\9 35 n �' NA CB % POOL FENCE W/ SELF 3 \\ LATCHING GATE TO ALL \\ APPLICABLE CODES N << P \\ 2 a IS • 3 OWNGO_TR �I K, \NTED °a LU MANGO \ Jeua z 24 50 POWER POLE W GUY WIRES \� +.,t•.sT9FE : s a ALL APPLICABLE CODES PER\\ s RIGHT TREE RIGHT PLACE FPI \ E ax9?r t I GUIDELINES 0 4 8 12 20 John E. Lang II Registered Landscape Architect o 3 b S SCALE: 1/8"= 1' 0" Florida License # 1315 u LANG DESIGN GROUP Landscape Arthitechue'Pim ing'SiteLighting 1820 2nd Ave North Lake North, Florida 33416 (561) 698-9996 Fax (561) 688-96SS Email: Idgrglangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ ■ ■ ■ ■■■■■ M m o m 1 um H Q� � G4 O d' REVISIONS 11/1/19 final landscape 12.20.19 1/2/20 Ll of Second Floor Landscape Plan %r 0 4 8 12 20 SCALE: 1/8"= 1' 0" is —z— sYA?E ' 41 John E. Lang Registered Landscape Architect Florida License # 1315 LANG DESIGN GROUP Landscape Arthitechue'Planning'Site Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561)688-M Fax (561) 688-9688 Email: Idgrdlangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN NEENNEE MEMEN E RIME .(:C ME 12.20.19 L2 of 3 'OPE OF WORK: scope of work unlade npummandlebes—ea: ue[iala indicted enthe 1 .&.fi— ATERIALS. ,ANT M4TFRI ALS ALL plan mamriat, shall anted Abb—ist m o m Cw. (indieata.l—w spa. (indioe.,pead) Q. (indiema clear tr O.A. (mdiata overall height firm top of ball to n point of —Tad oral. growth) OuWiw and Sim. Plea billavenhaba ofgromt ,same! ton the specie and,hill be healthy, vgorc egmla a—d the measurement, sp«road in the pl which arc the ram-- acceptable ,yes. Plans steal armed before prom., with b,—h. in normal pc Any n«eaay pnmrg shell be done at the tire, of; Requvemervs for me.ur—en., Manchus, gndisg quality. boiling ad bmleppu g of plain in Iha plant ganngy follow the coda of nmdarda omnrety .g.vrm,mb,pcffied Mu do not lave the ram of h.4lu ad,pead typical for the mpect(ve PI not be accepted All plane, hall be bee of weed other.h.e Uo able v.A.utim 0—inea.. Aftqumtitiamdioetedwtheplm mteaded an a gmde for the bidd— and dos not bidder of his —p—ibility to do a compehemh on Shodd a di. —panty occur between the bid .Hand the plan hot upsantity, the Land eeap Av D. Subantnien Pleat substitution 9mis by the Contractor win be c..id..d by the Lra-cape Archit«t only upon ,ubmir,ioa ofproof rat any plan is not obf.i abl. in the type ended paeifid The L-I,ap A,.-I,hag d,m,mme the nearat equivalent replacement in an obtainable fine and .... ty. Tta milt price of the suletimm A Commercial finihm dhag be an agave (6.6.6) femilim —mi g nitrogen ph.sphode acid and potah in egnal percentages of—deble plant food by weight. Nitrogm ,hall be not ten that 50% from organic mince. Inmeme chemist mongen shall not be demrd ban the sodium farm of dote. Fernhiers shall be delw—d to the Bite .opened in original cavemen, eechb—ing the mamf—ar's guaranteed —ly,u. Any fertilizer it., B Plautus able. il>all be tightly c—pa.ed long 1-mg, elms rel—a femiliz. tablet, wvh a potential e.idity of, rose that 5%4 weight and taemg an analysis of 2O lo0 60% dec—pored agame matter by —4hL on an oven driedbarm Peat shag be delivered to the sae m a workable condition, bee law, leap .ANTING SOIL Plarrio.g soil deg he randy loam and ahall ewtam a romisman a.— of d—p—d mgade matter. Planting mil shall be bee of clay, amens, plants. nob and other foreign recite ul, which might be a hind— to planting op —Rona or be detrimental . good plan growth Son .hall be delta-d on' a lone Diable condition and be applied tai..... dance with the Planing Specifications ULCB bfulch. shall not c—at sticks larger that 114 inch m diameter, stores, Or other foreign mebri,l that at pavan the —I decay of the mulch nee—ary for ite complete eRe i— Arm : Water tar plantus wig fie avagable at tlx aim and will bar Provided by the Cmmar, All oonditioro mgardmg site wake (bailed and burlapped),han be dfirmug with m wheal both ,feet; ofruf,i- diameter and depth to encompas the fib,— and feeding root,yetenn necessary for full recovew ofplamt Bell,.lan be Ronk+wrapped with bmisp. .inch, ro—mle and bound twin, cord or wive moth win be e,eWd a -B & B• povid ng that all other apcSed regm —en. are MIL Codaina grown plmu ,hall ..at plant nee. m epe.ified on the plant lion and nollhe Innwint;s,and,h Il,mtbegmamedby c rain Muum—b., 25 vi les ontaiva Stour n,ater;.le,hau beta m.re th.t ss x tea 1,op,,6, wely m,im tl,m thnt,Tawd in•Grads & Standard,• for mo,ary lads. Thee land shall b .e een bgrown in the —me, fm a muinume of Two years prior to installation and,hall exhibit a Nly developed root wet— whan a--ed from the cauamer. Prot gd2 Drama T—omte - .All plad material ;tall be potected ban'— ble hark iryuac or breakage of I meth. Ali plan trannprted by open truck, ,hall be adegmovere teb• cd m paved windb,m dying or demzge. with moi.t,ov, mdch, or other pmr—on firm the drymg of wmd and sun An plant, hall be--dance—ary mail planted St Se pemd,lan not exceed mummy -two (-,2)h.- D Roteetii_ oEPamv 0f Awgcable): Only a mimnmm of I'm shag be nmoved from the mown of the palm we To facilitate mmo,g and handling. E. Clear monk shall be as apa.di d aft. the tvimo mn of frond, hme been starved Cabbage Pahus shell he Taken from moist, black men. All Man mash m Cabbage Palm maw shall he rcmmed Cabbage Palm head, shall be Red with a M,-lap step to be left in place -61 the Rae m well atabluhed. F. Promction f-i a Pi.mma Trce moved in arm.h or has be k.lipp.g Y Prot«tad ftom chainmarks, orother p bale d meth. 6y meem o(bmlap, wood banana, . other approved method,. der PLANTING OPERATIONS A.Lavo . L«etiwfmpladeadomlmaofsr—rob. planed — im inted w the Dmwhtg,. ALL plan la-atione ahallbestakedmthefieldby the Comncto tothe -afadon of the Land,cap Anhi-L Where emon—.m or utili.a below ground or overhead., emoumaed, or why. cha,g. have been made in he comtr«Ran —ary adjmrnmts will be approved by the Laad,cape Arc!.-, B.S.d Preparation: Sodmed,heIIbe.h.,m Were sp,ified under 'Plaumt; Soil', thoroughly mixed with poor to prorhw. 25% peat by vohme The soil ah.Wd be.a relatively dry sate and Tamed lho,.TNv by hand or rotary .. Ali plantmg,.it hall bar tr.md with an appoved w«d killer, accmdmg to the nmm,fa ma.?, sp—fi,atmo, C. Ex —on fur Planti m Exaveuon of pI m piu,hd be .vein. in mine and ahaa extend to the reyumed . bgndn .specified h—,der. The min®uw depth of plant pi. specified below shall be Treasured from the f—h gmde. Mass plantmi; bed, stall be stripped of all vegetation poor to plaouas. D. Balledand Bml—dPI.- Afterfimel—mg,lomen hur I-Pwrapping, expming the top of the nent bell, leering the ball smb[oken Remove oaaawe anmws of Malap m egmm em void, which many be tamed y,on da manpoomm, E. (7--Grown Plmu,: Cod,mattaownplants.haa when delivered have etmimen growth to tald earth in — when removed from ..stain. and shall not be roar bmad Plant pits fur. --materiel shall be formed Bat an the bottom in ..id au pmk.h at the bottom of the root bah and omeam—.hall be nmoved anflty topevam derange to plant or rent sy,tern F. Pit Sissy Mu--dumeteT(,Tdth)aoddepth.f phre mg pre for balled and balappd. end omeme, grown plan. shall be ne follow: 1. D—tar-Tre.. I8-p-ardand... ar rfMilla .pad of,m.. 2. Diameter- Shnbs: 6- grater than diameter of bill or .pad of roots. 3. Depth -Tres and Shnbr 4•paetertlandepthofball rub to Fovide 4• oCtopoil hackfill snide[ the rmtbag. (Large, heavy trees md.kub, may.it diectly ay.d pitbonom if it u det.mmd that mndr, nnlem-May mmuJ 4. Depth -Vine Gromdcoven: Pi. shall cadam to «aped nursery pactua for the pami tall peoi. and equal the plant pot depth plot Or. (1) inch 0. Backfillbm: When the plan pit has been ex -d as ,pecJ,d above and the plant he, en Ta s bet, the pit ahall be [Mulled with plammg,oii at the following Tams: O,h-half cubic yard per nee One cubic yard p. tifty,hub. H Senior TTa. and S ember. Unlm od mw.e sprified. all lace and sloub. shag be planted in p.ceat.d, aril Tat - four inch. (4•) of c—pa.d planting soil to such deptiv ant the finished grade level of the plant aria ,ed.— hall be the mine a, that atwhich theplant ova. groan They stag Ise plW,d Wright and f «d to give the Item app,mm. pled to adjace —t ua. No bmhp,hall be palled our from under the both Phtfamr, wite.and a pl. binding from top and side of the bails, .hall be remwed..All broken m fmyd mo.,hall be cut ofE cleanly Son,hallb placedend—pae edthoroughly, voiding hymy and shallbe «ttid by w..ing. No filling at—dmonk willle panumed Aft.thegramd,eWea, addi4oml sod daft be Cilld into the level of the C "had grade egowvg for two inches O2y olmWch Four a esw«r monad nth plan by placing a ridge of soil alolos.g ththe edge of the pladpit. This ridge shall be one tench (I.) high fm each-itth (I') caliper of mmk W e m—,— of fine' inch. (4•). I. Seam, Patens Aft palms lull he planed m sand thorough wmhed in during planting operations and with a ,hanow none. d pa,im 1<n at the .it hme for farm < .—mg., Saucer anal ehall W top droned two inch. (2') deep withmp..11 pled and left in a not clean I. F.tiliaRon When-tingtr... Almsand,lobs.pl— eachplant hole Plenums Tablets. 2N10.5 formula. 221 gram, monling to the following 1-gagonan.................... I tablet 2-3 Eon cm ....... .... tablet, a 5-gar s..._ T..._... amble. B Sloub. dT & B uubture 1 tablet for Taw 20' around circt fBranercnce of root ball ,true middle than CarectPlacent-of Table.: Pnitimthepimttmthe hole and tackfillno higher it,,, halfway Tap the root halt Place the recommended mwber of Tablets—oly around the perimeter oC andimmediately adja«d w, the root ben at a depthwinch i, between the middle and the bottom rf the root ham. Cwuplate bmi fillmg as daaibed above,.odo, .enmg bear, pal— and,hubs. K P,som R—ova d.d aM Irokcnbmmh. ftom all planet ,Taal, Prone m reTam typist growth habit of individual species with at much height a,d,peed a it jae-abh MAke nil p,-.* cub with. alwp immanent fah with monk a adjacent mach in such, mama a. to nave elimination of amla. •Headbacl• sus, right snot. to Wit ofg..tl, win not be prorated and tree win not be pled a topped. Pave all wb V'_' in diameter and larger withapp—d w.,Foof—.ph. tree pair aultenn e trimmi gs frorn.io, L Guwine and Smk or: Guy.LL tree 1 -1 12• in slip,, and greets in three (3) &..fi m with double strands of No. 12 galv=wd wive —had m approved anchor driven below gmde. When mounng wirer to trm, env. all rwhich Troy con i cmmct with ypat oftree with orubba hme. Fla. i rwa not 1— that 1/3 of the height f bee above fur hed diameter. more. ifponble. All hen. ahall be im.look.d around bee monk. Place an<hme ao that guys ere equally spend and at 45 degree assla to lunctmeal Keep g,rya ught meol pojact c—pledon Mra,bkity[ palm, and broadleaf ben an mile Or other mama— win directly penetrate the hub. Wood 2 x 4 banav 12—h. long, separated by a mhohauw of four (4) ley- of burlap.. he ab«hed TO the hunk of the hoes with metal banding, Stake .an only be railed W the wood, bean,.. Altem.te methods farming or stakutg may be employed with approval of the Land —pa Anlm-, N Mnkhom All bee and.hmb beds shall b mulched immediately after planet& to a two uxh ('-") deptlL with a dch approved by the Landscape Architect P—re wind dupheemem of mulch by thoroughly wetting down dupmed of by the Contra— at no additional ,.peon, to the Ownm. SOD (When Auvfiable) ASmI Th—ca ee.torch.11-hreii—ipiceperwbic yardforthe,.pp ia,dd b,,pph of ad,pt roil are h.ainbeCae sp«thed to bar appled et a depth of one uxh (1.7 to all areas r«eivhg sad (Chooteo[tbisiteminch Co d,b,abeetthe dum.im of the Landscape Azr3utect after evilmtion of th� axufs soil on the she.) Payment Cm tlu. item will be detenni by asgrare Coot,etpica memw of the 'vumetalledmetalledsaand an. after sod hntagatiw is h o—yleb mWdplied by the,p«ified depth of one unh (1 •), w Push (fit) goad. ell hMawpe area, eluuinatus all bump, depmimo, atick,. atoms and other debnu to the -i,faction of the Land,mpe Archimct, prior to the apphation of,od Ifsuppl—emal topoil u to he ep—d. no end shall be laid um it the depth of tlm ,it has ben approved. C Th..d,hag be. aged to on the Landrnp Droving, Sod shall he of Fm imgh mxnua, having a comp,t go, of grass with goad ton[ 1-1.pmem. and shall comem arc Bermuda Gran, weeds, or any other objectionable vegetation Th, oil embedded en the and hall be good earth, bee boon none and delete and all s,d,hna be f— from avg,n, vermin and dta die —as D. Baf.e Iseult cut and lifted the eod,hall have been mow. E Solid sod,Ima be laid with elaeiy ataming joints with e tamped or Tolled, avmsurface. it shall he the raepmnibilit of the eoMedor m brig 1h...d edge m a neat, clan m. to the edge of all paving and.hub area. M in the opinion of tit Landsape AnhimcL top-&—ing u nary aft. rolls, .1.—and will be avedy applied over the entice rod.. and tlmroughly o ahed in AM'.. L thne aaa clean ne the work progras.. Upon completin of the plarmi g, all exam ..L stoner and debris which h,: not be..pmiomly cleand up shall be rammed from the ,im M4II4TENANC2-. A Maintenance shall begin i,v,ndie[ely after each plant it anal vupction and a—pteme. M into name shag include wtenvs, weeding, mdtivnti.s, removal of dead material., mem,sg plants w prop, grad. or upright pontma, and ,.rotation of bar planting muter and nm other nee—ary op—Rme. Proper (s,omctiw to lawn any. shall be pr-ided and any damage mad ing from pl-ting op 6- shag be repaired promptly plant*. C. Iv the event of the tlaenn oE«noot damage raWms from .seed of due., prior m fmal ....ptome, the plant shell notified by the Owner and/or Landscape Architect of the —game of erg play material and workmavhip, exchaive of the p—ble n plec—ash of plans abject to of aix mavhv from the time of,om lesion, and (6) P we.pame. All plat.4jr la,hall be Hive and in pl-ttory condition anal grower Ca d eh Whacl ar kind of a pled at the end of the gnand<e priod. avh.e vandalism is na ..d by the Lamlep. Architect. the ante for «pincemenL the Cono-or ahall not he -p oible for repl«emem dmmg the six month gmvauee after final «epaxe 'Tna and Pain, ,hag be guaranteed for melee (12) mum B. Sod droll be guaranteed f a mo (2) month period. dating from final ...eptanua and ,Try lean cone wlvchbe..me. ....ray 6.4doe compl m. Arid wig be Taw eapon ibility of1h. Craw mro,name a vigaom awed of gna. Qty Code Native Drought Botanical Name / Common Name Specifications TREES/ PALMS 3 CP M Carpentaria Palm Single 162Toa staggered his , Vic WOO, 2 f, 191oa, 2'f5 =...suroghi 1 BRIDALVSL M Caesalpinia Smadillo Bridahed Tree 200gallon, 20fm x to sp4 single leader standard, 4" cal 7 CITRUS L Citrus variety lbs 45 gallon grafted 3 CB L Callophyllumbmsilimse Brazilian Beautyleaf Iree BB, FQ 14.1doa, 4" c,hpersingk kaderstd 4 CCM8 L Cocos nucifem Green Mwpan Coconut Palm BB, FQ 9 GW heavy 2 CC2vf10 L Cocos nucifem Green May pan Coconut Palm BB,FQrGW heaa3 I CGM 12 L Cocos nucifem Green May pan Coconut Palm BB, FQ g GW heavy I CCTd 13 L Cocos nucifem Gan Mar an Coconut Palm B& FQ S (TV heavy 5 4 CCM 14 L Cocos nucifem Green Mayen Coconut Palm BB, FQ B (AV heavy l Ci L5 Native L Gumbo limbo bursem sinamba Collected piece see budderhas picture oftree 1 GLIS Native L Gumbo limbo bursem sinumba Collected gas picture ofsmaller Gr,rrbo WOO, x lT spa, with character, 6r caliper shove picture to LA I HKO L Hong Kong Orchid Tree Bouhinia Blaktmna BB, FQ I8-2doa,G" rnliperpurple 1 HOLLY Native L Ilex Dahoon Holly 25Salton, IG4Zo& aid, limbed up Tel , 2" cal I JACA/POIN L Jacaranda mirrisifolia x Poinciana Delonixregin [Too-14'oa , g-IG stir, 3" cat, gel I o(each and inlenwine them together(m ay need to contract grew smaller trees to grow them together) 1 MANGO L Mango tree check with owner to transplant fmmhis other property 17 NE L Nofuhniaonarginato BB, FQ 14-16oa.3" calipersbtgleleaderstd 9 TLIO L Tree kigustmmjaponicum 1047oa .x l(f spread . multi sld, G' caliper llyda friary ACCENTS / SHRUBS / GROUND COVERS 25 ANfHUR1UM M Anlhuriumcelor(bs Fpot 75 BROD L Bromeliad Dnm7firbaa ordongerseries 4.5"pot 3 C1d.S L Cahanadoreaserrumi IT Pat (,'Fee cull clump 9 CJ L Confederate Jasmine Tmchelosparrmm 'asminoides 15 gallon. Gtrellis. remove and attach to mechanical fence no pattern 36 CLU3 L Clusia emuginata Sinall Larnusio -To. bush 97 CLU6 L Clwia ermfginmn Small leafClusia Go. bush 95 GIF L Green Island licus bush 3 gallon , IS" o.c. 10 GO M Ground Orchid Spalhogbttis plicata Purple or yellow tbs 3gallon 215 CRASS Nath. L Omaruttnl Gass 3gatlun 250 MONDO L Mondo Grass DnarfOphiopogon 6' pot 3 ORCHIDS L Orchids bare mot to attach to Ire, hunk 1 PAPYRUS H Papyrus Giant C)perus 3g.R.. 35 POTATOVINE L Sweet Potato Vine Iponea batatas I gallon color lbs , possible nix lemon lima pith black 63 R® Native H Segmented Reed Gass Horestail Reed FquivetumhYanak 3gallon 35 711RY M Thryalla glauca 3 gallon, or 21" bush 125 TJM L T—helospemumjasminoides Nana D„a,f • vet 5" pot 50 TpJ L Tobemaementana Pinwheeljasmine Welt, 3gallon, 24"oar Misc. SOD M Zoysia variety lbs Lard end to end with no gaps , sanded and fulled SOIL 91'50soii Mix yards MULCH Cy press Chocolate Mulch 3" thick added to all planting beds Root Burner liftft Bio Root Barrier or mot barrier panels permanufacturees recommendation, any large palm/trees withinSofwy patio/ pacers - nos! pmvide E FERT Femilver bags I - I i L Low Watering needs M Medium Watering needs H High watering needs NOTES & DETAILS Site Notes & Reauirements 1. Any tree or palm near overhead power lines to follow the Florida Power and Light ,'Right Tree Right Place' guidelines. 2. Automatic Irrigation System to be designed and provided with 100% coverage with rain sensor. 3. Mulch required for all beds in 3" layer for all planting beds, trees and shrubs. All trees and shrubs to be planted slightly above grade and the 3" layer of mulch is planted outside the root ball. No more than 1" layer of mulch is to be over the root ball and shall be pulled back from the hunk. 4. 10' Vision Site Triangles at drive entry, no plant zone unless under 24" or over 8' ct 5. More than 50% drought tolerant species has been provided in accordance with the SFWMD Waterwise guidelines 6. Contractor's responsibilty to check all grades and verify all dimensions. Do not encroach into any setbacks. Do Not Scale Drawings. 7. Prior to construction verify any sidewalk, curb cuts etc, with civil eng. 8. All site drainage run-off to be retained on site 9. Notify Landscape Architect in writing of any discrepancies with plan. 10. There is no Maximum lot coverage required for zone RS PALM sr< x.r ro scxr f 4 �t►i:a1lr r .. How ter — one,A59RE q R.WnMG ens ewPe To ZYK psrAu,An- ro Aa TRUE Met R¢ AEHa �� APPnowp er cYnw. PnotBcr n¢ mvxx am, fiUd auBBFr HOSE �o wA¢ Wall mREE a' Y C % a' STAx6 SPAtt _y awwxo TnEE 2• Yutar As SP —M �sqL Bout TO Hcxa nARg (4E Ot M Bea M CaaTW—urea (sell —ce ea— rat nooT eAu xwtrcVLVTs). As TOO Tv'0 sat 2EE .T to scat¢ NOC/K TIc1 E5 A5 SNOM OY PIMCWN Of ARP.OW5 ON Mr 5WA001-5 + + + IS@$ gY —sn TtessAoxc eon Mg; + + +, ear o,u Si aAssrsc TOOu fro em„a"o p"m + + + + + .1- Tn P,AHT us,, 1. Lb t _ c arse SOR — OFeaY — wetvrt. wogs I. rNK InFE sr,nH. HNTo — 11 z wxmacmn �' Prncatna a A ,wsnn. ors NSTAWnpH. ,' PALM t -a f'JN03 n n n n n sat As sour nm".c srtnac P aoT T100 o scAuc �0s"..�,fs 9c,^Y't 1315 m b M i StATE { y J •.,,�ctiORf�*: John E. Lana Registered Landscape Architect Florida License # 1315 LANG DESIGN GROUP Landscape Atthitecmre'Phnning'Site Lighting 1920 god Ave North Lake Worth, Florida 33416 (561) 688-9996 Fax (561) 688.9688 Email: Idg(glangdes igngroup.com 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ ■ ■ ■ MENEM MEE '©. C e tat ct O U Cn ct ct 4-3 aa�4-4 Q� O ct O N w N 70 1771 E'M EM 0 MEMEM ■ ■ ■ ■ ■ ■ ■ 12.20.19 1.2.20 L3 of 3 ROOT BARRIER PANEL NEXT TO RETAINING WALL TO KEEP PALM ROOTS FROM LIFTING PAVERS / SOD ro Lighting Legend Proposed ©Large up light MODEL: 16010AZT30 0 Large down light MODEL:16010AZI30 W Wall Wash light MODEL: 16070AZT30R S 11 1 • h �A, o G_ ma up Ig t MODEL: 16004AZT27 Path light POOL AND kEFLECTING POND \ \ \ MODEL:15194A.Z / UNDER SEP 4TE PERART BY \ Turf / Well Light g / irrrrrr�i ii�jrri� \ \ / rrirrri . rr�irri \ \ rrirrrr-� irri LIGHTING NOTES loll i _fin "'"�•,, ■■■_■■��.fflam I I r 1,��■OL C �.\EQUIPMENT FENCE POOL FENCE W SELF \`\ LATCHING GATE \\\ GUY WIRE EASEMENT / / CHO=FF LEVY FISCHMAN / A R C 4 1 T E C T U R 6+ 0 E 3 I G N _ SOD Fixture Key 0<�FIXTURE SYMBOL _,_TOPOF ____-._.___ SEE SHEET LP2 FOR FIXTURE SPECIFICATIONS & COUNTS \ \ + 5' I NI\ \ 1. ALL LIGHTING TO CONFORM TO ALL LOCAL AND NATIONAL CODES. D 1�D Is o w R 2. VERIFY ALL SWITCHING WITH OWNER 3. ALL DOWN LIGHTS ARE TO BE MOUNTED W/ NYLON TREE STRAPS - ALL \ \ TREE MOUNTS MUST BE COMPLETELY NON -INTRUSIVE - NO NAILS OR \ \ SCREWS INTO TREE UNLESS NOTIFY L.A FOR APPROVAL IN PALMS ALL LIGHTS TO BE MINIMUM DISTANCE FROM WATERS EDGE PER ALL \ SOD \ \ \ \ OCAL AND NATIONAL CODES TO BE CONFIRMED BY ELECTRICAL \ C CTOR \ \ NO Y L.A. OF ANY DISCREPANCIES OR CHANGES J%xI HID — IS OVERHE ROOFLINE IN PLANTER BOXES TBS I I \ SOD \ \ 1 1 1 1 1 1 1 8.0' NAVI) TOTAL OF 8 PLANTER S IN REFLECTING POND UAIB - \ FOR IRRIGATION AND .. .. .. .... DRAINAGE I REFLECTING V. UNDER SEPERATE PERMIT BY OTHERS .� 3.11 OVERHEAD POVJERLINES s '704 \V Gf - 3.16 ndsca e UghfingPlan I gm _ 1I Lai Imim ■mim Aga- -- Ir'r` r�/� 11 �i \ LANG DESIGN GROUP Landscape .k&teclure•Phnning•Sile Lighting 1820 2nd Ave North Lake North, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email: Idgtgglangdesigngroup com 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ m RIM E � v rK momm 0 FEN MR a REVI, 1/2/20 LP 1 ofZ 10 Path light MODEL: 6081 COLOR TEMP: 3000K WATTAGE: 4 WATT COLOR: BRONZE ON ALUMINUM LEDGE LED PATH LIGHT WAC 6081 .................. ..._...... .................................................... -----....-------...... LANDSCAPE LIGHTING Fixture Type: 3t1 Catalog Number. Project: iLocation: ---.. PRODUCT DESCRIPTION SleeklMear design blends seamlessly Into pathways while ismeklisg soft, directlonslilhoninxtion SPECIFICATIONS Input: 9.15VAC(T•anshmserbrerpkad) Power. 3.OW/45VA Enshmext 1051m Up 1. Cm: 90 Rated Life: 60.0(10 hares FEATUflFS tM rated, Protected agairut p—h I water)eb FactorywaWwalerli9ht6alures g.'er ." ...... ...s7 • • Translucent lens poddes uniform light distribution - - � ............. • Mxunflngsuke.6 foil, lead whe, and dlnsclbunai gel filled sviienvb a re W.d,J gacamsrended for Installation: Residential: 8 to 10ft; CommwciaL5to7h - I/C - 37 • spacing • Maintalm"n"'lsmsmoulputa9alostualugedrop • UL&NL1838Usted ORDERING NUMBER - Ira nheinsrre Aq_V4 p CrsbRemp Fvtsh dOBI CinearPorh 27 27WK'Nmm WMfe iBar 8kxkcnAfuminum 30 3000K PweWhRe iRZ Oman—Ah-laum 6081- BK Example: 6081-300K , waclghtng.com HeadgwrMrs(Eastem Distribution Canter Phone (800)5112M a Par 44Hmbk Drive Far 1.5262585 Port WasNngton NY11050 Central Distribution Center Western Dhanbution Center 16MOibibubon Ct 1750ASshibald Awm. U1Ma5pingk GA30122 Ontasq CA91760 WACUghtmgrctains Medghl tomodifylhedesgn efamprodumatasyRm! mportdrherompany's rs»Bm.Ws unprmmmfpragmm ADJUSTABLE BEAM WALL WASH 12V WAC 0 5221 LANDSCAPE LIGHTING Wall Wash light _......_._...._.._........._._ .............- - ......... _._._.._..._.._......... ...... --------------------------- ----- - ... Fixture Type: MODEL: 5221 COLOR TEMP: 3000K WATTAGE: 4 WATT Catalog Number. COLOR: BRONZE ON BRASS.I.... Prof ....._ ................................._...._...... MOUNT: SPIKE Location: 1 MlIR TDESCRIPTION SPECIFICATIONS .----------------------- Vmh the aWity to achieve beam dhldbutkxbof3x4 to 5x6 prupationa and more. expect, unibsm beam wash orlght In a f6dure that can adapt to changing ne,h A Input 9-ISVAL Power. 3Wto25W/4AVA-27.BVA poorhouse all -fin -on, unit In 120VACa 9-1SVAC pwides Integral brightness control, and the ability to be dimmed, while being compatible with a range of accessories. FEATURES Brightness: zoo(maoistal. Beam Angle: Assorted NEAM dbUQ.Wrrs CRI: 85 _.._..__....... ........................,__..... _....._.. _. __..__. • CommuctudyadlsntadeNEIAA beam distribution 3x4135'x607,4st516(•x90'L Sx6 Rated Ute: 70A00hoes 190'x 120') • Integral brghtnesa control • Were futile head for wnik,l distLutlon Tramrormn 14.1red (told separately) • IP65 Rated protected against powerful water jeb Solid dle-oust brass or conotbn reshlant aluminum alloy ORDERING NUMBER _ Cobt Tea Hash 2TOOK BK SW onAk ndnurn l711 MJuslaWe beam coot wush 12V 30WX BZ BrataeonAlumirsuns War Brl'—ftmss 5221- Example: 5221-308Z wadighti.g.— Headquarten/Fastem Distribution Cant, Central OistrilutTan Coder Westem Distribution Centro Plstxw(60015M2588 44 Harbor Park dive 16M ohtr6utice, Ct 1750 Archibald A — Ft. 1800)5262585 Port Washington, NY 11050 LRW Springs GA 30122 Ornate CA 91760 IVACU9h6ng retains the fight to modifythe designofourpmdudi marry f/measpmto/Mecompatytcanf loan OriuroWnuadfaaparc I2A1/19 A Small up light MODEL: 5111 COLOR TEMP: 3000K WATTAGE: 4 WATT COLOR: BRONZE ON BRASS MOUNT: SPIKE CM Inground light MODEL: 5031 COLOR TEMP: 3000K WATTAGE: 4 WATT COLOR: BRONZE ON BRASS MINI ACCENT 12V 5111 2%. 1— SIV --I j_ i PRODUCT DESCRIPTION landscape mini eccmt Iuminalm One fixture replaces all alder ha ogen Iands,apeatt lights • Continuously Adjustable Beam Angles Indexed A 100.2S, 40', SW • Cantinuoudy Adjustable brightness mntmi.Indexed at I W.2W.4W,6W, 7W • tP66 rated Aotstcled against highpress—waterjets • Solid dlacast bass, Mosbn resistam aluminum • Factory sealed water tight fixtures Constant output Fa 9V-151f input • Can be used as an uptight on dowNight • 27OCK or 3000K cob. temperature •Mounung stake, detachable shroud. Vlead wire and direst bud l gut filled wire nuts included ORDERING NUMBER UI-T p Fattish FN/ork-Alum and17 17g6CWam W1dK5711MinA[nnlin grout ranAlumnum30 30P0xWKWh/re ....................... 5111-30_ Eximpl.511130BBR �jMENTIN LANDSCAPE LIGHTING Fixture Type: I I Catalog Number. Project: ...................................... _ Location: . SPECIFICATIONS btput 9-I5VAC Perot 1WWIW/2VA-10SVA Brliglatsesto 451n 1. 3651m Beam Angle: 10'1. 50' CRb 85 Rated I.Ne: 70ADO hours wacighting.com Headquarters/Eastem DlstBwtion Curter Central OtIbitn.tien Center Westem DlstraMlon Center Phons(80015262588 44Har1or Pa.kDWe 1600Dirnmution Ct 1750 Archibald Avenue Fax (800)5262585 Pun Wasldngton,NY11050 Lid"Spings,GA30122 Ontrlo,CA91760 WACLghtmgrefnint Meriyhf tomodi/y rhedeLgnafamprodeMsatarryR mportolfhecamparry'scatMiprn imp,svemmtpmgram. JUL 1820fe 3" INGROUND 12V WAC 5031 LANDSCAPE LIGHTING Fixture Type: o/J�'"�\ JCatalog Number. P act: Location: -----�,-1t'' i PRODUCT DESCRIPTION Land—paWAWashheninalt .................... SPECiFN:AT10N5 Input 9-ISVAC(Trandamel' required) Pore: 2W tb IAV/2VA-17VA Brightness: 701m to ids it. FEATURES Beam Angla: 151h,601 CRL nlubie-cladjustablebeamargle a5 Rated Life SSAW hops • In"caldlmmer • IP671ated. putwied from temporary lmmrslon under water • DrFseoverupto45001bs • Solid diemst brass or corrosion resistant aluminum IECsafary Stendard Walkover Drlsewv Awola le • 6-lead meant direct A 6'lard sHleaM direct Witt gel filled wire nuu Included :Resistance to stark bad test Ye111M1b0 Y (449GIbf) __._._—._._........._........ • Maintains crostanrlumenoutput agasnstvohagedrop • UL 1838 Deed • Not suihnble toufl with ext—I dimmers Rasista—totergoearsd wa Ya. 'shear bads lest ---"--"� "---- ""�"— ORDERING NUMBER Colatemp_._-.:- — Module ! ule 0.eP1+ ..........i................................................ : 2100.0 M30311F17Bi '-jjj' :30WK M Bso star 3'rngra»di2v n M30311.E•30BZ - ums8lurnirwm 30 3B COlt IBBR emruemeMZ " rast �� ., Ii�ft 5031- Exarllple 5031-3068R wadghtingsom HredquartesslFastens Distribution Phme(80015M258B Cents Central! 1600 - OnIdbulbn Cent, Wert—DisblbutbnCenlet Ohttiwt-rn 4d Harbor Park Drive Fax (800)5262585 PortWashingum, NY 11050 et Mo zhibald Avenw UtWa$phV GA30122 Ontriu.CAW60 WAClfghdrg retains Mr rghttomadiyMrdrsrgnola r/eadssnsmanyt �pparto/drrortgxoysrasfmuausimprovemlmProyom. AUG20(7 Lighting Notes & Details ao Large up light MODEL: 5211 COLOR TEMP: 3000K WATTAGE: 15 WATT COLOR: BRONZE ON ALUMINUM UP LIGHT MOUNTED W/ TIP SPIKE DOWN LIGHT MOUNTED W/ NYLON TREESTRAP GRAND ACCENT 12V WAC 5211 LANDSCAPE LIGHTING Fixture Type: Catalog Number. Project Location: ffI// On. 8a• i i i� PRODUR DESCRIPTION SPECIFCAnONS Landscape accent lummaite. One fixtum replace all older halogmundscape accent Input 9. 15VAC(TramfomHrbrequbed) light,Power. ISIVtu 35W /21VA-AMA :right,— 74D Ins to 20001m FEATURES Beam Angie: I S'ta 60' -- -. CRC 85 • Adjustable and lockable beam angle Rated Llfc- 45,000 hours • btapal doom, • IP66 tared, protected against high pressure wat,jen • mcludes a deuthsble shroud • 5o0ddi—labrass,corm lonresmantalumirum Factory sealed water tight 6 ures Mounting stake, 6-lead wire and direct budal gut filled wire arts Induded Malnta—constant lumen output against voltage drop • ULISMUlted • Not suitable b use wA.,te—I dimmers ORDIgUNG NUMBER Color"Femp Finish F.Ginund'oter'..1 30 2 IBKBlack on Aluminum ps IBarBmrsmonAfuminunr ..._..r...:............................................._ 5211- faampieatt••IOBK watlightngrom Headquane-Sastem ObtributionCenter Carted Distribution Center Wetem Oiatribulbn Center Phone(800) 5262588 44 Harbor Park Drive I6W Dssmbution Ct 1750Arrhibald Avenue Fax (800)SM2585 Pon Washinglon.NY11050 Uthia Sping%GA30I22 Ontarla CA 91760 iVACtighfmg.thinsthedghtmmodi/ythedtfignofourpr hwhotonytimempmtatmtmmpmyscmdiruousimprovemmtpmgram. lUe 182018 Lighting Legend Fixture Counts Proposed Large up light MODEL: 16010AZT30 Large down light MODEL: 16010AZT30 0 Wall Wash light MODEL: 16070AZT30R ASmall up light MODEL: 10Path 16004AZT27 light MODEL: 15194AZ ® Turf / Well Light Large up light: 13 Large down light: 2 Wall Wash light: 4 Small up light: 10 Path light: 4 Turf/ Well light: 2 LIGHTING NOTES 1. ALL LIGHTING TO CONFORM TO ALL LOCAL AND NATIONAL CODES. 2. VERIFY ALL SWITCHING WITH OWNER 3. ALL DOWN LIGHTS ARE TO BE MOUNTED W/ NYLON TREE STRAPS - ALL TREE MOUNTS MUST BE COMPLETELY NON -INTRUSIVE - NO NAILS OR SCREWS INTO TREE 4. ALL LIGHTS TO BE MINIMUM DISTANCE FROM WATERS EDGE TO BE CONFIRMED BY CONTRACTOR t 7 `�!'i •.'tall) BTAJE r h 3 John E. Lang Registered Landscape Architect Florida License # 1315 LANG DESIGN GROUP Landscape Arthilecture'Pbaning•Sitd Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email: idgialangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ ■ ■ ■ MENEM M 11M M u Ea a Big MENEM ■ ■ ■ ■ ■ ■ ■ 11/l/19 final landscape 12.20.19 1 /2/20 LP2of2 ROOT BARRIER PANEL NEXT TO RETAINING WALL TO KEEP PALM ROOTS FROM LIFTING PAVERS fly .. it 71mIr i i1 \ \\ C1) EXISTING BACKFLOW AND WATERMAIN BY ■ I J■MN1 0 Nell V10 2.5�\ 42 / / / CHO=FF LEVY FISCHMAN / A R C 4 1 T E C Y U R 6- a r 5 1 6 N SUN SHELF SOD POOL AND kEFLECTnaG POND UNDER SEF ATE PERN[IT BY OTFBRS SPA I PROP SED �f 1tt1t RESIE ENCE TOTAL OF 8 PLANTER URNS 7 — IN REFLECTING POND PLUMB FOR IRRIGATION AND DRAINAGE CTIN 1 ILlilll I __ I LEERS PFOR�11�E PERMIT BY _ (8) SPRAY EMITTERS THIS PLANTER MO co ,, 4)1r1 \ `�` CO SYMBOL KEY OHunter pro spray 6" 15' nozzle 360' O Hunter pro spray 6" 15' nozzle 90' 0 Hunter pro spray 6" 15' nozzle 180' Hunter pro spray 6" 10' nozzle 360° ♦ Hunter pro spray 6" 10' nozzle 90' Ah Hunter pro spray 6" 10' nozzle 180° Hunter shrub adapter on PVC riser Hunter adjustable bubbler afb - 2.0 Hunter electric valve PGV-IOIJTG = looped 1 4" main line sch 40 shrub zones turf zones I SOD IS OAB..1ROOFLINE%/ fl11- \ ..�►, r 1N PLANTER //' �. BOXES TBS FF SO \ V5 \ `� 40* DOCK THERS \ • Qn ®® O EQUIPMENT AREA SEE PLAN BY OTHERS I —J ��.{i��"��f��'rl l''•i15 YS /J�iY1��C�� • � -<B.tir. �� t<;, !•.' ate..-:• ' \ r 4% lilt ' ,..,.� ag LANG DESIGN GROUP Landscape Arthitecture•Planning•Site Lighting 1820 2nd Ave North Lake North, Florida 33416 (561) 688-9996 Fax (5611688-9688 Email: Idg@langdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN ENNEENE MENNE IRl of 2 CHO=FF LEVY_FISCHMAN s R C 4 1 T E C r U R 6 - 0 E 5 1 G N LEGEND O HUNTER REMOTE CONTROL VALVE (PGV) O PVC SLIP X FPT ADAPTOR 2O IRRIGATION VALVE BOX: HEAT STAMP LID ® BRICK SUPPORTS (4) WITH'RCV' IN 2' LETTERS Og FILTER FABRIC - WRAP TWICE AROUND LEGEND O3 WATERPROOF CONNECTORS (2) BRICK SUPPORTS 4 18"-24' COILED WIRE TO CONTROLLER 10 3/4' WASHED GRAVEL - 4" MIN. DEPTH O HUNTER POP-UP BODY (PROS 06), 1/4^—III I I —I I LEGEND �5 FINISH GRADE AT ADJACENT SURFACE OR MULCH) 11 IRRIGATION LATERAL NOZZLE AND CAP PER PLAN [6MM] i I I —III- III —I I O HUNTER SPRAY BODY (TURF 12 MAINLINE AND FITTINGS O FINISHED GRADE FINISHI I PRS30/ 0), NOZZLE PER PLAN( O SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE O ADJACENT LANDSCAPE GRADE I I —I I O FINISHED GRADE 5 4 3 MIN. 1' 1 2 6 7 5 ® LATERAL PIPE PER PLAN —II III —III O3 ADJACENT LANDSCAPE [25MM] CLR. 5 LATERAL FITTING PER PLAN —I 4 III —II � LATERAL PIPE PER PLAN 6 III —I I —I I —I I—� I © FIELD -BUILT FLEXIBLE —III— O5 LATERAL FITTING PER PLAN 7 III —III —III —III- SWING ARM 11 I I I I I I I I -I I MI II rv,�, —III- © FLEX TUBING POP-UP BODY (PROS-06) WITH FLEX TUBING SHRUB ADAPTER (PROS-00-PRS30140) IN -LINE VALVE (PGV-101JT-G) �(�( WITH FLEX TUBING IBC!' V.PGV.21 NO SCALE�'� SB.PR0.29 NO SCALE I15�1d' SB.PRO.09 NO SCALE GENERAL NOTES HEADS USE 6" POP —UPS IN LAWN AREAS. USE 6" OR 12" POP —UPS IN SHRUB ARAS (AS REQUIRED BY PLANTINGS). INSTALL 12" POP —UPS ON RISERS IN PLANTER BEDS AS NECESSARY. PIPING: MAIN LINE SHALL BE CLASS 200 SOLVENT —WELD PVC. LATERAL LINES SHALL BE CLASS 200 SOLVENT —WELD PVC. SLEEVES UNDER PAVEMENT SHALL BE WHITE SCH-40 PVC. ALL PIPE OTHER THAN SLEEVES SHALL BE PURPLE IN COLOR. DEPTH OF LINES: ALL MAIN LINE SHALL HAVE A MINIMUM OF 12" OF COVER. ALL LATERAL LINES SHALL HAVE A MINIMUM OF 6" OF COVER. CONTROL WIRING: ALL CONTROL WIRE TO BE MINIMUM SIZE 18 GAUGE SUITABLE FOR DIRECT BURIEL. INSTALL AT LEAST 2 SPARES FROM CONTOLLER TO LAST VALVE. VALVES & BOXES ALL VALVES SHALL BE INSTALLED IN A 12" RECTANGULAR VALVE BOX AS MANUFACTURED BY CARSON, DURA, OR AMETEK. NO MORE THAN TWO VALVES SHALL BE INSTALLED IN ONE BOX. MAIN LINE INSTALLATION MAIN LINE JOINTS ARE TO BE MADE USING HIGH ETCH PURPLE PRIMER AND MEDIUM BODIED GRAY CEMENT. LET JOINTS DRY A MINIMUM OF 24 HOURS BEFORE ALLOWING WATER INTO MAIN. SLEEVES ALL PIPES UNDER CONCRETE AND PAVERS SHALL BE SLEEVED WITH SCH-40 PVC PIPE 2 TIMES THE DIAMETER OF THE LATERAL. FOR CLARITY, NOT ALL SLEEVES REQUIRED ARE SHOWN ON THE PLAN. BUBBLERS INSTALL FLOOD BUBBLERS ON ANY TREES AS DIRECTED BY THE LANDSCAPE ARCHITECT. SENSORS INSTALL A RAIN SENSOR ADJACENT TO THE CONTROLLER. IF THERE IS NOT A SUITABLE LOCATION NEAR THE CONTROLLER, USE A WIRELESS TYPE. NOT IN CONTRACT 120v LINE TO CONTROLLER SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. CHANGES FIELD ADJUSTMENTS MAY BE NECESSARY DUE TO CHANGES IN HARDSCAPE, PLANTER BED LAYOUTS, TREE LOCATIONS, ETC. THIS PLAN IS A GUIDE BASED ON THE INFORMATION GIVEN TO THE DESIGNER. Specifications Provide 100 % coverage with 100% overlap for all turf & landscape areas Provide separate zones for turf & non -turf areas Provide control system with minimum capabilities program in minutes by day of week & time of day automatic shut off after adequate rainfall ability to maintain time during power outage Provide owner with recommended maintenance activities & schedule System installer to conduct final testing & adjustment upon completion Provide rain shut off switch Irrigation Specifications SYMBOL KEY OHunter pro spray 6" 15' nozzle 360' © Hunter pro spray 6" 15' nozzle 90' © Hunter pro spray 6" 15' nozzle 180' * Hunter pro spray 6" 10' nozzle 360' ♦ Hunter pro spray 6" 10' nozzle 90' Ah Hunter pro spray 6" 10' nozzle 180' Hunter shrub adapter on PVC riser Hunter adjustable bubbler afb - 2.0 Hunter electric valve PGV-101JTG — = looped 1 4" main line sch 40 shrub zones turf zones =�osq/p� ii :g 1316 E�� ' W SATE ' M I John E. Lang Registered Landscape Architect Florida License A 1315 LANG DESIGN GROUP Landscape ArthitectoreTlanning^Site Lighting 1920 2nd Ave North Lake North, Florida 33416 (561) 68&9996 Fax (561) 688-9688 Email: Idgrglangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN MEMEMME ■ENEM M MIM Ed ■❑ x s:Y4 g- ®®® ® ■ . ■ ■ ■ ■ IR2 of 2 BREAKFAST COVERED OUTDOOR{� /) r24-5 x z'-sv / I I DINING f20'-0' 26'•5') I I .m'-mTOS / I I I uo; NAYD I � j I I I o I r-1 I ^m la'_s• I I I L+ L— I a w F_ KITCHEN V U O DECK LOUNGE I I LINE OF N N 1 I OVERHAW @ �� I — ABOVE I I r - - - - GAMEROOM - - - - i -= I I \ m C24'-5' x I3'-II') `7 I I x, r J I >w l JE OFG L _________JPOOL OUTDOOV 20'-8: I BAWE TH !BUILT IN FULL HEIGHT - V-0') T05 BA�Z x STORAGE `.LLI LLI OPTIONAL NAVD x b'-/ r-BAF3 ART WALL / BUILT-IN DOOR J :_. . - - _ _- t co COVERED __W _ -- DINING ROOMPOWD RffA TERRACE STAIRrom-m ros ENTRY III 5r%xb ) __- __- (n O UP ART WALL I l20'-4' x 14'-2') RQ©MNAw C6TOR. PO W DEAR #i ELEV. 8�0N4DGALLERY jli STORAGED O7_��ROOM . LAUNDRY / - — -\j� Q w LINE OF '1 II I I ,I I III m I FLOOR PROJECT %r I I I III �� J p I ABOVE _' I I g'-4i -�" =4' IIIII v iv ROOM -.-....t-........ ----- " I I I I u Z L---------------- --_— ___ ` -----r (Ib'-l' x 13'-4V I .... ...... ..:. _.,.< I I 8" 1 Si 1 I III 1 `' a Q _ V RACK t ANu Eb' I 970R, A I I III _ = Q C0 C_� J I ENTRY STEPS TORAG (.Q C I NICHE -- ' :I III $ ------17r rr- -- - -- I IW r-� r GUEST N = - I------------i - I -- ---- --_ _ - - BEDROOM � - L J L J (rl tom`Fa I I ELECT.PANELSI I...v Lv PANELS rl4'-3' x 15'-b') PIPMENT lrl < I � A u u---------4 --- GARAGE #2----I---I----___ r T05Iil ---- C74 ' 9 EO .650• NAVDLINE OF < III I I LANDSC PING I VERHANG III Cad`�s�• _ _________ _______ BENCH LIN- II I } ABOVE OVERI BO 8-SA 10'-2" 8'_�• I�'-:D" I�'-1�" IIIr' A/C �\ ABOVE GI.IE`$ I I ` 1 1 �J 0AT6 (EQUIPMENT � (I 01 PAD I� seal L J I �`-�I—�%LIYOTORCOURT vsm µavo ii l;� r 11I' I I I n w 1 I I _ I IU 111 I (f�1I I 7� II GARAGE #1 I Iy�I BIKe \ �I C]4'-e') I LINE OF —� lil 11. . TOS I III \�—F �i:{�.OVERHANG STORAGE t�F / ?'f� - I ,; I ABOVE I�—�7-i- f—�. III 0' NAVD - I III aj II I I I I I I —----------------- sponsible Fischman I I I I LINE_ OF Paul Fischman ly I OVERHANG AR96202 z-m Toy ABOVE AA26003009 \ comm no. ------------ ___ _—__—___ __J LINE OF /j �'-- 1857 OVERHANG _/ I �, ABOVE 22'-Im" 62'-m' , �. 22'-1\ 12'-11' date: \ 8' 2'-w' 2'-0° 12/20/19 2'-�0' 2'-6 133 IL. S' 2ol ol '-�0' revised: - 1I \ FIRST FLOOR f LAN N SCALE: 3/16'=1'-m' sheet no. A-1.1 i / 125'-5' S' 22'-0' A --IA- / / I/ —'_a' U Z" 0 CO w Q J Q _ Q � � O w Q L. � U C) a w CO z Z Q Q o � N a: seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 / date: / 12/20/19 / revised: QE-a,�� '=1'-m' sheet no. A-1.2 TN7 FLOORPLAN CALE: 3/16'=I'-rD' U > z W M J Q Q Q w (n U) vl � IJ < LL rf- O = Q W W p z z Q Q = O = U seal :sponsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: / 12/20/19 / revised: sheet no. A-1.3 r------------ — Ir----------- —fir-- T' -------------- — ------------- — — -----1 — ----11 II II II II % II II II II II II. Ir------ — I I II II i I I II II ' I II II II ! I II r• air• II II i e.r• I ear• � M �€r. II ��a I' �• EP `e Ft. 5L 00 °� I I I I 1 ROOF lot if ___-- -J LI / 43P0' NAYD I -----�r-------- — — — — — — —Ir-------ll II 11 II II II II I I U I I I I 1 L ___ ! ' I I I I I I r--- I II I I II II-• I I 1 1 -------------� I II I I II I II I II I II I I' I I I I I 1 I I I I I 1 I I --- 1 5'-4' II'-0" I0'-2" 60' 10" Z z rm m v�i t!1 O V Q N � to O O W U a LL w N MMM � J " LL LL 0 m T � I NO m I � E V m� U Z E 110 w C) M Q J Q Q o F- 0 W Q o N Q 2 Q Q W w p z z Q Q CO U` O = seal esponsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 / date: 12/20/19 / revised: sheet no. A-1.4 T.O. ROOF -.35'-0' 6FE CLEAR IMPACT RESISTANT -- - EL. .4320'NAVD SLIDING GLASS DOORS W/ _ BRONZE ALUM.FRAME(TYPJ 3--b' AFF. CLEAR, FRAMELESS, IMPACT -RESISTANT GLASS _ RAILING (TYPJ SMOOTH, HIGH -QUALITY PTO. 9TUG(A FIN. WOOD SLATS BRONZE IN - / FRONT OF BRONZE ALUM. THIRD FLOOR TA.9. BRAKE MTL_ CLADDING _ .25'-0' BFE — — — — - - — .— — — - — -- EL. .33.00' NAVD -' h 0 2 m ND FLOOR EL. +22.00' NAVD CLEAR IMPACT -RESISTANT FIXED GLASS WINDOW W/ BRONZE ALUM. FRAME (TYPJ STONE CLADDING 0 IPE WOO CLADDING EL. .800' NAVD 3'-b' AFF. CLEAR FRAMELE IMPACT -RESISTANT GLASS CLEAR IMPACT -RESISTANT RAILING (TTPJ FIXED GLASS WNDOW W/ BRONZE ALUI.7. FRAME CLEAR IMPACT -RESISTANT (TYPJ FIXED GLASS WINDOW W/ BRONZE ALUM. FRAME (TYPJ \ \\\ \ SMOOTH, HIGH-CUALITY PTO. STUCCO FIN. N. ... ' CLEAR R'1PACT-RESISTANT FIXED GLASS WINDOW W/ BRONZE ALUM. FRAME (TYPJ PLANTER / STONE CLADDING � I FEATURE WALL STONE FIN. r SMOOTH, FIN. PTO. SNOODCO FIFIN. -I - -- IPE WOOD CLADDING _ I - Ww U ? r z - - - - - - LU 0 J Q o _ � O A FRONT ELEVATION (50UTH) LL w Q A-3.1 SCALE: 3/16'=P-O' ry O = Q w L!J mQ z z Q Q CO C7 SMOOTH, HIGH -QUALITY SMOOTH, HIGH -QUALITY PTO. STUCCO FIN. STUCCO = N TA. ROOF - - - - - - - - - - - - - - - - - - - - - - PTO. FM. r n EL. +500' NAVD seal iponsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: B REAR ELEVATION (NORTH) sheet no. A-3.1 SCALE:3/16'=1'-0' A-3.1 ZIz M M (n ' Uj U Q T E U LL I w L a IIN ~ LL LL N N � O U I A= Cs: M. VIQ04 Z LL M --- -- __ -- -__ -- -- __ __ __ -_ __ -- -- -_ w CC, Q J Q Q � c LEFT SIDE ELEVATION (WEST) O w Q A-3.2 SCALE:3/16'=1'-0' Q v U }. a w m w J Z g Q SMOOTH. HIGH -QUALITY 9TU000 _ FTD. FIN. `^ ARIGHT SIDE ELEVATION (EAST) A-3.2 SCALE: 3/16'=1'-0' seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-3.2 i 00, Ldi II fillb. d i I \N NN Nt 11%� A AP Aj r"I Win Z z fREOUEST FO� FLANNING 504F�D Af=FfROVAL .420& INTfRACCASTAL DRIVE 1=Ii�ST 5U5MITTAL DEGEM5EFR 20, 2019 NIGPNLAND 5EACH, FLOFRID,4 CLIENT RANDI a DAVE STANLEY 3100 NUJ BOCA RATON BLVD. 01013 BOCA RATON, FL 33431 ARCHITECT CNOEFF LEVY FISC14MAN 8425 BISCAYNE BLVD. STE 201 MIAMI, FL 33138 (305) 434-8338 9 sut,ERsEDt. DEVELOPMENT OHbEH # ()oof FEB 112020 HIGHLAND BEACH BUILDING DEPARTMENT = w rU a VI I + E _ U U L�L w 2 �iV w I,L F o LL _ N � 0 m� Ix m L y N (V N W � w LL1 U � Z Cl) w Q (h 0 J Q _ Q (n U) o W Q LL p = U Q a w ILL, r m F- o z Z J O V) 'IT seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.0 fREOUEST FOfR FLANNNG 504�D /4f=F f;Ro\/ A FiFRsT sueMirrAL �� I IN I �/4LU/4bTAL [Df;R I \/ HfGTHLAND 5EAGH, FLORIDA LOCATION MAP 41NAG—E CALCULATIONS )CAPE PLAN -LAN ,ETAILS 'IONS DNS DEVELOPMENT ORDER # 90ft C)DID1 iJ L� _ E lJ FEE—' c' L' j FEB 112020 HIGHLAND BEACH BUILDING DEPARTMENT LLIU � Z W M Q J Q _ Q � (n � o w Q LL p = U Q W Q LLJ _J F- z z Z Q co U O = U) Y seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.1 prepared by. MCLAUGHLINENGMERING COMPAN}' L90295 �J -� (` �� t- LANIM C . �. RM ��r � J �, Tf��s r % .....�,..J U , Y , ^ INTRACOASTAL IYATERiYAY 1700 N.W. 64th STREET, SU17F 400 � �J ��.�� <' FORT LAUDERDALE, FLORIDA 33309 J �-j �-1�'� 2 5 � 2�� B 10 C-'I� �� PHONE (954) 763-7611 � - .J _ .-1 ...,J BeJ-MINI .� FAX (954) 763-7615 � E-'L LIDO Q� � T � <or•?s GRAPHIC SCALE PLe i J -I BOOK 2 6a, -P5JA � �i �-i��C,- �- �e <op `30 r =OmniR= 50.00 FOUND 'X" CUT�o <oT INrr) A= 50. ,20' IN CAP IN FOUND NAIL 1 inch - 20 ft TRACOASTAL TVA /N CA 1<0;?o ? d= 64 a24 '00 143.51 3' CONC. CAP s l00 3.66 000 ry LOT T �- SJ F Q 9 \\ Nam, o�o�o_ 6�006 �A 3 ti ti Location Sl�etch /. Not To Scale L \ LLL_. - - .. LLLLL � L LLLLL , 24;13 SQ URE FEET 'LLLLLL LLL �h 0. 5540- .- ACRES Lega/Desc>iption LL V LILL LLLL >\ o �, / /S+ Lots 26, and 25,, Block 4, REL LIDO, according to the plot thereof, as recorded �L 0 LLL1.L O OG A \ C �� ' / �\ lTy• in Plat Book 2S, Page 97, of the public records of Broward County, f7orida. LL-L'. L `c Lt� V �Ot„�G y- LOT- �y BLOCK 4 �'� D^' - Said land situate, lying.and being in the Clfy of Highland Beach, 'Palm Beach Y �� - County, florido and containing 24,132 square feet or 0.5540 acres, more or e L LLLL O LS L a o y/ QG / less. _ .LLLIl!�L_LLLLL / I,., 1 LLI v._LLLLLL b9 i a _ ,h... h' y�1� • 0 .l�(�� 1�.. 0. G ✓' J�. f -� }- _ LI_LLLL_� ,LLLLL l' 7 �' '� �' 7- -7 7' [� O LL LLLL ��'UF`pFI LLILL LL N - \. _.1 - Q0 O '`` LOT / 2J NOl S: a LLLL "LLLLLL LLL / 4° BLOCK 4 Q k0 L' LLL LL _ `f. A.6S LLLLLL L L LL ry N . ` �2B 1) This survey reflects all easements and rights -of -way, as shown . LLLLLLLLLLLLL LLL' LLLLL - on above referenced record_p/at(s). The subject property WOS not LLLLLLLLLLLLLLL LL 'A - - - - - - ��,{epp�{{PJ, LLLL LLLLLLLIIIIIILLLLLLLLI V�!LL 8 -y\ \� abstracted for other easements road. reservations. or rights -of -way L/�V_LL L L L Li LLt�.LL 0 fis \ C�\ O - _ of record by MCI. Engineering Company. l.L 'V L LLL LL' _L . - L'O_LLtLL '_LLLLLL �V� V' (�, 6� ls� O - - . L'�_ L!L{J,L.�IO ��1 � _L'.,�G�'LL +`� �' �-�! �:' �• �`iLo<R. - - 2} Underground improvements if any not located. �(re.LLLL� QL_LL �`R/•s �'cl7 _ - Lo ? h�9 6p_ S.��T Fr,� c l �� 3) 77iis drawing is not valid t.nless sealed with on. authorized surve rs seal. �\0 _ / D ,9• ru _ .. �& [ L + ,� !V �0' \ / x 0�4 4) Boundoly survey informatics does not Infer Title or Ownership. i LLLLL O �/Q gyp'/�j ^ �2 ° /� GAT 5) Reference Bench Mark: Bench Mork JVK 3510 NGS, t7,S `V C4 8 Elevation= 3.46 (NAVDBB). E R; �O DO'Y D� ��O 6) Elevations shown refer to North American Vertical Datum (1986), :and 3 5 +^�A are indicated thus,, Elev. _ ,.25 1�e OoQ`ha �' Q / •/ A= 60.94� 7) This property /ies i oad Zone AE', et =6.0 Per Flood ry cr ysoa O �, n s u '� insurance Rate Mop - Dated.• August 18, 2014. p q3 FrA� J= g 1 �f/ 33 . \ Community Pone/ No. 125111. _ oa srp j \1�'i t� ? 3- ` s• o 0 8) Elevations per North American Vertical Datum (1988) derived f-Orn National �'i �s A Duos avc " �0' Geodetic Vertical Datum (`1929) .data and converted using U.S Army Corps of Engineers software (Co.-pscon•6aI) obtained from http://www.tech.armymiV O • O ` /r 8 LEGEND PAVER g . Q P/�r��Yy�9� R _ > ANaF Ir2TU ELM ` =-27ay �j. .`.� �• °'t �\ (�O F� a-9'I'h' l - A GHQ L � ARC LENGTH - � - A! n AlR XMDMOVWG - %,/�j� \oB, •yl O L `�. G _ ?g9g'F. .. _ ..Q4BRG a CHORD BEAR/NG . = CEN1 WAL OF PopfT-oF-WAY �r N. ,L, `i,� O v ' \ \ TAN.BRG TANC�NT BEAR/IVG - F.P.L e - . Cc-fLOMDA Pol AND Uplr ca ? - J'j�'Vf,- h V • O C��Q �P CV \ V - - - _ PO.B a PANT A°' CDAIMEN 3/IENT' SB.T. a SOU1flERA' Dot MEPPHONE . . PdNT Ci- BEGYNNN'G - SCR. a BROWARD CYX/NTY RE pS Sr Srs o O �Q �F GQ �'I [�O / WMrx CAP WN MaAUGHLIN lWaMERINC LG, CAP D.CR a DADS LVUNTY R£CO NYC, G) ^ h O O �• \ \ - - .. PAM. n PERMANENT REFERENCE MONUMENT ACB,R � PALM BEADY COUNTY RECaWS .. - .BS O\ r7 ryy/ y1• GQ- � C6s o tKF CR£IF a.R < = RECORDS BOOK SIUCW PG PACE L: Y, - hMGA awmvtv w R1k' ,. MWT-OF-MA Y - .. /O / CA_S )'A� aF,P, - MaQ no PR£YFvMR CLF - �LUONK FEMF /G %' °� 7g p -O /•n�Y �^ NGW = NA AAYAL CEOOM' VERTICAL DATUM : o/1W a OIFRHEAD ! MJrY WR£S .. .. - �` 0�,� `Z �a�.?8.'QNC� \ •��\�Y - - NA IV a NLi4TN AM£R/CAN :£RACAL. DATUM - W/F" = ME7FAGE OF CAP CERT/F/CAT/ON .. / We hereby certlfy that this survey meets the Standards of Practice' as set forth by the f7orida Board of Professional SLrve rs and Mappers in Chapter 5J-17.05 florida Administrative Code, : �C, �O� O �Q / Pursuant to Sect/on d72.D27, Aorido Statutes D at Fart Lauderdale, r t f6fh o 9. Doted rdale, Flo Ida his day ' f Apr11 201 McLAUG .GINEER/ COMPANY -FRALD A. M UGHIM Registered Land urveyor No. 5269 — a State of f7orldo. MD BOOK NO. EF$ L" 365/75 JDB ORDER NO. V-4242 .� ! 1 lJ L`` ] 1✓� CHECKED 6Y f71E NO.: c/t%OmphmMEOOmpbo(MELDDopbo(MFCOVAECO TomFo)de\V40DVA24ZVt247 dwg5/Zp7932934 FM, MOH Lanier 5700DRAWNBYJRT DRAW BYRTSURYEY 0 FEB- LSF 6CALE: N.T.S, �� ' HIGHLAND BEACH _ --- �► BUILDING DEf�ARTMENT U z cr- V W M Q J Q _ Q � (n Cl)O p = U � Q a LU i- z Z a O 2 seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.3 UUNL) IVA IL F[7777777 A-56.20 CAP `00 155' EXF. TRENCH 10 20 PA 1 0 02- A�64 2-4 J ---SCALE' 1" zo% IN_1p �1_ —PROPERTY L 111�1 1;11; 1, 1A.2 — -------- --------------_ t McLeod 9 McCarthy & Associates, P.A. Civil Engineers �/�ry� c9 - ------ S7 6 --- — ------- --- -------- ------- ---- — ---- - --------------------- 0 5 10 20 -;7 1,�. The Fmm III 1655 Pakn Beads Lake. BW, se. 901 West Palm Beach, FL 33401 SCALE: 1" 10' C', 40 RENCH F.T T 561.68H500 C 561.309.4931 1 �6 N V W E 0 www.mcleodmccarthy.com < — S LU 0 < 17 vl�x. > :6.0 0 0 E Lj -6.2 1) o.: 0 ce Aw y P G U� Ln C� %y g -. :2 Ov C) 6.06 < < 41r 3.E S5so C/) 0 > LU LEGEND DRAIN 4Y O GRATE_ `•\ C DIRECTION OF SLOPE .Zi yr \ > INLET TOP ELEVATION 3T'G W.M. TO BE USED ? FORIIRRIGATION SUPPLY 63 S2 INLETNIJMBER roe` E:6:( NZ EXIST'G SANITARY SERVICE TO BE INSPECTED1 S S4 Y 1AND REPLACED IF NECESSARY LLJ LLI LLJ L1J LL. cc MIN. FIN. GRADE 5.5 OVERLAP 30'EXF. TRENCH CH MIN ell Is, Z (5 CU LU m I Uj -E co CO A <> Cn jN S31- hl GV&EXTILE FILTER— C'i FABRIC ENVELOPE C) CA LL_ 3_ INV. 2.00 12" DIAMETER 6/ PERFORATED P11: TRENCH DRAIN MIN. 3/4" CLEAN— WASHED ROCK ?�ou 1- —Q bl. C, pq ' IS7G W.M. & BFP TO 5 I BE USED FOR POTABLE CROSS SECTION B WATER SUPPLY EXFILTRATION TRENCH DETAIL 4" PIPE Q-R LU SCALE: AS SHOWN SrrTln. NTS NTS PLAN VIEW /1' DATE: 01-16-2020 PVC PIPE SHEET 6" TRENCH DRAIN DETAIL NTS Know what's below. 0 JL I L U Call before you dig. OF 1 19-064ENG.DWG HIGHLAND BEACH D BUILDING DEPARTMEN .5VELOPMENT ORDER # 72 ft ma 0%0%1 Alk 1k / • •30-11". DEVELOPMENT ORDER I A LANDSCAPIN 15 � A T.O. SEAWALL / \ _ • T +6.50' NAw / V•15 �0 PO L / (UNDE SEP. PERMIT, BY OTHERS - z SUN SHELF CON ACTOR TO SUBMI ENGINEERED DWG'S) ISPA LINE 4 F OVEI HANG NE OF OVER. NG \ \ \ \ ------ — T -10' =6-0) — — +8.0 .— — — — ------ — — —n inn ]J +BOo' NAw I REFLECTING) _ _ DEEP, S E &.0' NAw I \ \ POOL DWG'S) I I \ \ \ I .00' N w ..__-. NE OF \neovE RHANG \ p I — r =rwv, LI I I I LIN OF \ PROP( PROPOSED L——— — — — — -- I� ABOVE NEW 3-11 ® \ RESIDENCE off �i■■�'i�ll °�'IFR 01 K \\ J \\ 125 \\ EQUIPMENT FENCE \\\ BY OTHERS \ M \\ 1 \\ L 1 \� POOL FENCE W SELF \\ LATCHING GATE \\\ M \\ 1 \\ M EXIST1NQ4A;6f,FLOW AN6VVATERMAIN JA( GUY WIRE EASEMENT -- LU 47 CHO=FF L=VY FISCHM/�N / Flo'l LINE OF OVERHANG ABOVE MRPAVERS ON COMPACTED $AND' OW BASE, UNDER SEP. / PERMIT) -- LU g 3 -- 21 --------OVERHEADPOWERLINES .76 R POLE W GUY WIRES / NN ALL APPLICABLE CODES PER Landsc a e Plan RIGHT TREE RIGHT PLACE BROWARD CO GUIDE S LED CC- FEB 11 2020 j HIGHLAND BEACH BUILDING DEPAR INTENT T EQUIPMENSEEPLAN AREA . .' BY OTMRS �NqmGRAVELCHE 11q HR M \ \' POOL FENCE W/ SELF GM \\� LATCHING GATE TO ALL \\ APPLICABLE CODES N ' 1 � \\/ P \\ 25 NE OWNERS TRANS D I LU MANGO"1 4 50/ POWER POLE W GUY WIRES ALL APPLICABLE CODES PER\\argf�- of RIGHT TREE RIGHT PLACE FPi\ �. BROWARD CO GUIDELINES E z0 q g 12 20 John E. 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DEPTH O1 HUNTER POP-UP BODY (PROS-06), 1/4^ I—_ I I —I I LEGEND O FINISH GRADE AT ADJACENT SURFACE 11 IRRIGATION LATERAL NOZZLE AND CAP PER PLAN [6MM] I I _ I 1I— 01 HUNTER SPRAY BODY (PROS-( (TURF OR MULCH) 12 MAINLINE AND FITTINGS O FINISHED GRADE ABOVE -I FINISH I I I I I PRS30/40), NOZZLE PER PLAN © SCH. 80 CLOSE NIPPLE, MATCH SIZE To GRADE I I I VALVE O ADJACENT LANDSCAPE .11 I —I I O FINISHED GRADE 5 T 3 MIN. 1' 1 2 6 7 5 ® LATERAL PIPE PER PLAN —II III —III 0 ADJACENT LANDSCAPE [25MMj CLR. 5 O LATERAL FITTING PER PLAN —II_I ® III —I LATERAL PIPE PER PLAN 6 III=III=III=III=� I 6 O FIELD -BUILT FLEXIBLE —III— O5 LATERAL FITTING PER PLAN 7 � III=III=III=III= SWING ARM III—I� 11 _ I I III -I I I I=� I rw1 =I 15 © FLEX TUBING POP-UP BODY *IN - LINE VALVE (PGV-101JT-G)(PR�%O6) WITH FLEX TUBING SHRUB ADAPTER (PROS-00-PRS30140) n r' V.PGV.21 NO SCALE onkr3.PR0.29 NO SCALE*'WITH�FLE X T U B I N G ='r Se.PROM NO SCALE GENERAL NOTES HEADS USE 6" POP —UPS IN LAWN AREAS. USE 6" OR 12" POP —UPS IN SHRUB ARAS (AS REQUIRED BY PLANTINGS). INSTALL 12" POP —UPS ON RISERS IN PLANTER BEDS AS NECESSARY. PIPING: MAIN LINE SHALL BE CLASS 200 SOLVENT —WELD PVC. LATERAL LINES SHALL BE CLASS 200 SOLVENT —WELD PVC. SLEEVES UNDER PAVEMENT SHALL BE WHITE SCH-40 PVC. ALL PIPE OTHER THAN SLEEVES SHALL BE PURPLE IN COLOR. DEPTH OF LINES: ALL MAIN LINE SHALL HAVE A MINIMUM OF 12" OF COVER. ALL LATERAL LINES SHALL HAVE A MINIMUM OF 6" OF COVER. CONTROL WIRING: ALL CONTROL WIRE TO BE MINIMUM SIZE 18 GAUGE SUITABLE FOR DIRECT BURIEL. INSTALL AT LEAST 2 SPARES FROM CONTOLLER TO LAST VALVE. VALVES & BOXES ALL VALVES SHALL BE INSTALLED IN A 12" RECTANGULAR VALVE BOX AS MANUFACTURED BY CARSON, DURA, OR AMETEK. NO MORE THAN TWO VALVES SHALL BE INSTALLED IN ONE BOX. MAIN LINE INSTALLATION MAIN LINE JOINTS ARE TO BE MADE USING HIGH ETCH PURPLE PRIMER AND MEDIUM BODIED GRAY CEMENT. LET JOINTS DRY A MINIMUM OF 24 HOURS BEFORE ALLOWING WATER INTO MAIN. SLEEVES ALL PIPES UNDER CONCRETE AND PAVERS SHALL BE SLEEVED WITH SCH-40 PVC PIPE 2 TIMES THE DIAMETER OF THE LATERAL. FOR CLARITY, NOT ALL SLEEVES REQUIRED ARE SHOWN ON THE PLAN. BUBBLERS INSTALL FLOOD BUBBLERS ON ANY TREES AS DIRECTED BY THE LANDSCAPE ARCHITECT. Q �EOT INSTALL A RAIN SENSOR ADJACENT TO THE CONTROLLER. IF THERE IS A SUITABLE LOCATION NEAR THE CONTROLLER, USE!LA WIRELESS TYP . NOT IN CONTRACT 120v LINE TO CONTROLLER SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. CHANGES FIELD ADJUSTMENTS MAY BE NECESSARY DUE TO CHANGES IN HARDSCAPE, PLANTER BED LAYOUTS, TREE LOCATIONS, ETC. THIS PLAN IS A GUIDE BASED ON THE INFORMATION GIVEN TO THE DESIGNER. Specifications Provide 100 % coverage with 100% overlap for all turf & landscape areas Provide separate zones for turf & non -turf areas Provide control system wl m apabilities program in minutes by day of week & time of day automatic shut off after adequate rainfall ability to maintain time during power outage Provide owner with recommended maintenance activities & schedule System installer to conduct final testing & adjustment upon completion Provide rain shut off switch Irrigation Specifications SYMBOL KEY *Hunter pro spray 6" 15' nozzle 360' © Hunter pro spray 6" 15' nozzle 90' Hunter pro spray 6" 15' nozzle 180' I& Hunter pro spray 6" 10' nozzle 360' ♦ Hunter pro spray 6" 10' nozzle 90' 1h Hunter pro spray 6" 10' nozzle 180' ® Hunter shrub adapter on PVC riser ® Hunter adjustable bubbler afb - 2.0 Hunter electric valve PGV-IO1JTG AMR = looped 1 4" main line sch 40 shrub zones .r.ww. . turf zones DEVELOPMENT ORDER # Door I 'J.NOcb7�'" 1� _#— t John E. Lang Registered Landscape Architect Florida License # 1315 LANG DESIGN GROUP Landscape Arthitecture'Planning'Sile Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email: Idgldlangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN NEEMENN MMENE 0� 0 0 IN- 101 LN IR2 of 2 20' 30'-10" 55 P-6" T WIDE POOL 2' 14'-10" I 38'-8" _ — — _ COPING TBS (2) ROWST`x TILE TBS 001 OF CONTRACTINZr C%OR / -{a),FDGGE OF STEPS TYP. 1 P_4" U \ DOCK / / N -I---� BY OTHE / ILI PO L SEAWALL BY OTHERS / / / 3°� ENGINEERING \gyp 19'-3" �1___J FEB 11 n HIGHLAND BEACH EJILDING DE PAFtTNiBNT G�N j3hMKIT r)Pnrp-"P dh v�// n 6"DP BY ERS 6' P z �� ! / \ \ ��O OVERHANG .. SUN SHELF 8'-]0" \ \ 5' / �� / / ABOVE boot = 28'_ 0'- 2' 14'-6 _ SPA 31 2' 17-3" \ \ \ - ;L0 4' BENCH \ \ +8.0 STONE TBS OIN COTIC. SLAB BY O R \ \ v /--------� v - ❑❑ 8.0 I OVERHANG \ \ / OVERHANG - �qB / ABOVE I STONE -g"N CONC. \ \ SEES CTION 3 SLAB r I �I Q I I BY�THERS u I LFrsI I '` \ \ \ \ \ I F I g�' OJ El Li PROPOSED L--------J \ \ RESIDENCE v v LIVING GREEN WALL - \ I __ 1 1 1 1 1 1 1 1 1 l 1 1 \ \ DOCK SEE. DETAII S SHEET H3 O G i v \ \ \ \ TI�Rs 5.1 I 20' `� i l 11 + .5' � \ It 6\ -GRAVEL-CII�PS T$S V ® 3' \ \ \ HIPPED S NE O BY OTHERS o 6" a \ AGGREGATE S - El ® I FO AIN 1 \SEE SE*QT\N 5 a _ I EQUIPMENT r^-------- I AREA 9181. 9'-11" - �4' 11" 12'-10" I 1 1 sBPLAN O \ b ! I 1 BY OTHERS _ - N \ �n 6'_2�� l; I i VE ETABL G. EN \ T-7" i 4'-9" 4'-11" 6-8"' 4'-10" T-9" 1 F-5" 1 I GRAVEL CHIPS S / / 3.3 L I " - I ------ M OR m � ,:0 1 I N 6" GRAVED M I 2'_11" 5—CO T ao ✓ p� CHIPS 0 I I N o 1' =_= ===-= _ __- OVERHANG BY TITERS �� 6'-2"� 1" 6'-6" 7'-3" 6'-4" 4'-7" 6'-11" 4' 11" 6'-2" 6'-4�' �� aa< ABOVE 6' L------ I _ — N --- 3 , . 7 \ - - - N - - I "' ^ OVERHANG //S. 8 c— — — — — — — --- — — — — '" °1 00 - N ABOVE POOL FENCE W SELF 121 Q _ �� RAISED VEGETABLE LATCHING GATE B gAG \ O�� _ a 17'-6" 11' 10" \ / 1001 GARDEN BEDS LOW RETAINING 4'-7" = 14' 4 9" CURB -SEE CIVIL! [ irn M ^ r O �. 0 ENGINEERING PLAN F o o qj - NEIGHBORS 4.7 C) w % �---- RESIDENCE \ / OL.FT W/SELF j CFIING GATE TO ALL w I 3, / % APPLICABLE CODES w a�dn 0 \ o rW 4 A C O �] �2 LOW RETAINING EXISTING BACKFLOW 4.2 q q 1` ` 1 s jS CURB - SEE CIVIL AND WATERMAIN �� ° 'OR I V.� T`q /—' \ NEIGHBORS ENGINEERING PLAN �3.9 RESIDENCE GUY WIRE EASEMENT EDGE OF IBE IS 1 PAVEMENT 21' 24'jfflEADRp2NES O N Np °J/ z " 0 GPS24 W E. ! 1316 s` q I w •�AYC ,r ti # � / 3. / .► ag C_H_O_=F_F_L=_VY FISCH_M_AN / N �6 _ F ARCHItEGTU RE DESIGN // NE I 0 4 8 12 20 John E. Lang Hardsce-1*-%e Plan S Registered Landscape Architect o _ SCALE: 1/8"= 1' 0" Florida License # 1315 - u LANG DESIGN GROUP Landscape. Aithitecture'Planning'Site Lighting 1820 2nd Ave North Lake Worth, Florida 33416 (561) 689-9996 Fax (561) 688-9688 Email: Idgtalangdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN EMEMENE MENEM M 14 E m BE Ft'H w O � U ct ct • H -c� C) V1 Cli O FEV1S1( 10.17.19 11.1.19 12.20.19 HI of GENERAL NO TES Construction shall follow standard building code as adopted by the county as applicable and all applicable amendments. Builder shall coordinate all the work of all the trades. Builder shall verify all dimensions and conditions at job site prior to starting any work and notify architect in writing immediately or the builder shall accept full responsibility for any errors or omissions. Do not scale Builder is responsible for adequate bracing of structural or non-structural members during construction. Concrete shall conform to ASTM C94-83. All concrete work shall be in accordance with ACI 318-84. All concrete masonry work shall be in accordance with ACI 531-79. (revised 1983). Minimum concrete cover over reinforcing shall be: Slabs on vapor barrier - 3/4" Beams and columns - 1 1/2" Formed concrete below grade- 2" Unformed concrete below grade - 3' Reinforcing steel: Grade 60 (FY = 60,000). ASTM A615-82 SI. Placing drawings and bar lists shall conform to A.CI.'s Manual of Standard Practice for Detailing Reinforced Concrete Structures." (A.C.I. 315-80). Details of concrete reinforcements shall be in accordance with "The Manual of Standard Practice for Reinforced Concrete Construction" as published by the Concrete Reinforcing Steel Institute unless otherwise indicated. Adequate vertical and horizontal shoring shall be provided to safely support all loads during construction. Dowel column and wall reinforcing to footing with same size and number of dowels as vertical bars above. Vertical cells for masonry to be grouted shall have vertical alignment sufficient to maintain a clear unobstructed continuous cell. General Contractor shall verify all setbacks and easements prior to construction of any pools, patios, or any other structures and shall notify Landscape Architect if there is a discrepancy. Cleanout openings shall be provided at the bottom of grouted cells at each lift over 4'-0" high. Cleanouts shall be sealed after cleaning and inspection and before grouting. Reinforcing steel shall be lapped 30 bar diameters minimum where spliced, and shall be wired together. Provide corner bars same size and number as horizontal beam reinforcing at each face. Lap 30 bar diameters min. Structural wood and timber framing shall conform to the "Timber Construction Manual" as published by the American Institute of Timber Construction. Structural steel shall conform to the A.LSC. Specification for the Design, Fabrication and Erection of Structured Steel for Buildings" 1980 edition. Materials shall conform to the applicable ASTM specification as follows: Shapes, Plates, Anchor Bolts - A 36-81 A Machine Bolts - A 325-83 C Tubular Steel - A 500-82 A Grade B (46 XSI) Welded construction shall conform to the American Welding Society Structural Welding Code" Electrodes for field and shop welds shall be A.W.S. A5.1 E70XX. Contractor to verify all existing utilities and services and is responsible for all damage to such during construction. Topical curing required for all slabs and flat work (U.N.O.) SLV = 1 schedule 40 PVC sleeve for irrigation, I schedule 40 PVC sleeve for PA = Planting Area. General Contractor is responsible for all work, workmanship, and safety of the subcontractors. All paving material is to be installed per manufacturers recommendations. Pool contractor is responsible for all engineering, hydraulics and electrical. Plan is for layout purposes only. GRADING NOTES General Contractor is responsible for positive drainage in all areas. All berming shall be smooth and continuous, free of debris, weeds, rocks, All berms and grades shall blend with adjacent grades. All gutters in interior court to be piped out to road or to the rear of the CONCRETE BACKER @ PERIMETER OF PAVING STONE OR PAVER BANDING TBS IF USED - SEE PLAN FOR PATTERN & MATERIAL /CONTAC. TONE OR PAVERS TBS - SEE LAN FOR PATTERN SAND SETTING BED ADJACENT L_ CRETE SHED GRADE RECYC CO CONCRETE OR WALK ON SAND SECTION H2 SCALE: V = 1' 0" 4" WIDE ARTIFICIAL TURF JOINTS INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS ADJACENT PAVING - SEE PAVING SECTION THIS SHEET - SEE PLAN FOR PATTERN & MATERIAL TURF SUBSTRATE AS PER MANUFACTURER COMPACTED SUBSTRATE AS PER PAVING SECTION THIS SHEET 4 TURF JOINT SECTION H2 SCALE: 1" = 1' 0" �sIte Dotes & 1. Any tree or palm near overhead power lines to follow the Florida Power and Light ,'Right Tree Right Place' guidelines. 2. Automatic Irrigation System to be designed and provided with 100% coverage with rain sensor. 3. Mulch required for all beds in 3" layer for all planting beds, trees and shrubs. All trees and shrubs to be planted slightly above grade and the 3" layer of mulch is planted outside the root ball. No more than 1" layer of mulch is to be over the root ball and shall be pulled back from the trunk. 4. 10' Vision Site Tiangles at drive entry, no plant zone unless under 30" or over 8' ct. 5. More than 50% drought tolerant species has been provided in accordance with the SFWMD Waterwise guidelines 6. Contractor's responsibilty to check all grades and verify all dimensions. Do not encroach into any setbacks. Do Not Scale Drawings. 7. Prior to construction verify any sidewalk, curb cuts etc, with civil eng. 8. All site drainage run-off to be retained on site 9. Notify Landscape Architect in writing of any discrepancies with plan. CONCRETE BACKER @ PERIMETER OF PAVING - MIN 3" THK, STONE OR PAVER BANDING TBS IF USED - SEE PLAN FOR PATTERN & MATERIAL STONE OR PAVERS TBS - SEE PLAN FOR PATTERN & MATERIAL RECYCLED CONCRETE O fi AND SETTING BED ADJACENT 6%8"THK. CONTACTED CRUSHED GRADE CONTACTEDLIMEROCKR n DRIVE ON SAND SECTION H2 SCALE: 1" = l' 0" METAL EDGING INSTALLED AS PER MANUFACTURER - SEE DETAIL THIS SHEET CHIPPED STONE OR AGGREGATE TBS - 1 " - 2" THK 2" - 3" THK. COMPACTED LIMEROCK OR COMPACTED CRUSHED CONCRETE COMPACTED SUBGRADE 5 AGGREGATE PATH H2 SECTION SCALE: 1" = 1' 0" Hardscape Details STONE OR PRECAST PAVERS TBS - SEE PLAN FOR PATTERN & MATERIAL MORTAR SETTING BED 4"THK. CONCRETE SLAB - REINFORCEMEhT BY ENGINEER COMPACTED SUBGRADE n WALK ON CONC SECTION SCALE: 1" = 1' 0" TOP OF AGGREGATE NO LESS THEN" BELOW TOP OF EDGING TOP OF EDGING TO BE NO MORE THEN"ABOVE ADJACENT FINISH GRADE STAKE INSTALLED AS PER MANUFACTURER COMPACT GRADE ADJACENT TO EDGING TO AVOID SETTLING 6 METAL EDGING DETAIL SCALE: I" - F 0" DEVELOPMENT ORDER # ao _ (JODI RDE t316 t 9[ATE i41 y F:' F F B John E. Lang Registered Landscape Architect Florida License 9 1315 LANG DESIGN GROUP Landscape .4rthilechue'Plannmg'Sile Lighting 1820 2nd Ave Noith Lake North, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email Idg@ langdesigngmup. corn 30 YEARS OF AWARD WINNING DESIGN EMMONEE MENEN 0 B lo m ElEl X n� C ct O U 4> ct CCU H V1 N ct � -1-4 W N 0 N a LA E 'E��.'.. '�®`.' MMMME ■ . ■ ■ ■ ■ ■ REVISIONS BY 10.17.19 viS 11.1.19 12.20.19 H2 of 3 BUILDING DEPARTMENT 3/5" PIA SS WEDGE ANCHOR &SKY SS FRAME I. • N 1 ' v.. 'r I ...1 I 6156 WAIL DRIP TU15E—J `-GSKY TRIM MOUNTIN& ANGLE YP. STAINLESS OR ALLMINLM &SKY SIDE TRIM SECURE INTO TRIM MOUNTIN& ANGLE &SKY STANDARD GR 1'4 WALL PANEL Living Wall Plan View H3 SCALE:1/2" = 1'-0" CONCRETE WALL 4TERPROOFING 3KY SS FRAME '5" PIA 55 WEDGE ICt10R 'TIONAL DRAIN PAN TES 3 Living Wall Isometric View H3 SCALEA/2" = F-0" Hardscap-%e Details STAINLESS OR ALLMINUM &SKY TOP TRIM SECURE INTO TRIM MOUNTING ANGLE &SKY STANDARD &KEEN WALL PANEL C-a<,Y TRIM MOUNTING ANGIE 6.6.5. WALL WITH SMOOTH Sl1RPACE IRRI&ATION DRIP LINE GSKY 65 FRAME -516' PIA SS WEPOE ANCHOR WATERPROOFIN& 2 Livin Wall Elevation Detail H3 SCALE:1/2" = F-0" Q 4 CONCRETE WALL f5Y OTHERS 4 ^ 3/5" PIA 65 WED&E ANCHOR 13Y &SKY 11 NEAENE WASHER 6ETWEEN WALL AND &SKY FRAME 4 CASFRAME w c'(/�,--WAAPR06FIN0 f5Y OTHERS Fastener Detail / CMU Wall H3 SCALE: 3" = F-0" DEVELOPMENT ORpE� � ;hD am C*C) I °a 9TATC x John E. Lang Registered Landscape Architect o Florida License # 1315 LANG DESIGN GROUP Landscape .Nthitecuue'Planning'Sile Lighting 1820 2nd Ave North Lake Forth, Florida 33416 (561) 688-9996 Fax (561) 688-9688 Email: Idg@langdesigngroup.com 30 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ . ■ ■ NNNEM El H Q� ct U�' •.-� ct U o a) 4-j cli � w � • r-.� 1� -C 3 O �i 4� N cli o N O N d' El Ej El m B O B mommm ■ ■ ■ ■ ■ ■ ■ Kb V I SR 10.17.19 12.20.19 H3 of 3 N LANDSCAPING f_ / T.O. SEAWALL 6' T05 •650' NAw EXISTING 60 l([/l'\ DOCK W/ BOAT LIFT.�� • PU J` R� _ — 1 D 0 / Q 11 M `�l Q BY OTH TRRS / y j \\• \• / � 'p � � / / /// CONAC70R TO � - TO. SEAWALL / �•K r. / I _ // / / "SUBMIT Eh-IN-2D / AL -I'-6' TOS / -2'-0TOS IV sm' 6NAw .6", NAw PROJECT DATA: LEGAL DESCRIPTION: LOTS 25, AND 16, BLOCK 4, BEL LIDOACCORDING TO THE PLAT THEREOF, AS RECORDED N PLAT BOOK 25, PAGE ST, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA SAID LAND SITUATE, LYING AND BEING IN THE CITY OF HIGHLAND BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 24J37 SOUARE FEET OR 05540 ACRES, MORE OR LESS. PROPERTY dDDR-c55s OCCUPANCY TYPE: 4702 /4706 INTRACOASTAL DRIVE IRS HIGHLAND BEACH, FL 33481 NEW 3-STORY CBS. SINGLE-FAMILY RESIDENCE LOT COVERAGE: EXISTING LOT SIZE (4202 • MAXIMUM ALLOWABLE LOT COVERAGE: 4706 LOTS) 24.132 S. F. NA Z I! Z M rn 1 �R U) (0%) < V t•�i ONi PROVIDED LOT COVERAGE: MAIN HOUSE: EXTERIOR DINING AREA: 4,409 SF / 523 SF C,. • 00 a m GARAGE: 645 / 665 5F (� C G: TOTAL BUILDING LOT COVERAGE: 6,242 SF (25.8%) w V IJILDING DATA: TAN HOUSE: �r } FIRST FLOOR (HABITABLE) SECOND FLOOR (HABITABLE) 440E EF 3,115 SF _ a '} o THIRD FLOOR (HABITABLE) 1.423 5F O w N/ TOTAL (AC). 9,541 SF img,v i GARAGE (NON -HABITABLE) TOTAL (HABITABLE • NON -HABITABLE) 1310 EF 10)B51 SF L I u > III(,,- J w LU LLLL F ry - III ;� /A► m c7 c T� O SHALLOW /y M. LL / WATER // / r i V Q v m v ---- --- ------ 4' :LINE OF OVERHANG' _-i- ------- I I , I LINE ci D`�R.1ANG / ielABav�--I- --- - POOL DECK ------- ------------ - - -- -- --� - -----\aso =----� D-- - - POOL CK / � � � . l t� �: I _ I �{ I I J Y - - -" Y I r � -. _ C3T 3:.zL/_'-E.J ✓" '. .._- � •E 1 EC I I m J ;bb09 ?4pAG�) /POND se c L UNGE e� 0m Naw (I p�r� ► r I (� T EIEI POOL DWG S) LINE OF - I 1 _ •800' NAw I ; COVERED r 1 ov R A A�P� N ,� 1_.I I It 11 L- ___ I TOSEAWALL . I - I I \ -I'-6' TOS � w \I / 1 I I �L I I I I N� •650' NAw > 1 _ I o I-2 TOG ' ' \Q _ •600' NAw I 71== L 1 A oVE,• ti-y .... IsII0 I _ — \ [\ IL - 0 Li `-----------------v<PROPOSEDET PROPOSED DOCK LL - u�NEW3-STORY RY LOCATION (TBD) �Q - ._.. . CBS o RESIDENCE 2I j I 1 —_m $ NOD I L- LU \\t,4. co 0 - ---------------- ------ I -- ENTRN CD _ _ ' i i I VEGETABLE \� / � O ---- ----- - AIL I- STEPS I I I --- ---- - - FOI \\GARDEN . CV Tr- ------ -----T AREA / I ZONING DATA: REQUIRE ,D 4&fMOViDED LOT SIZE: I0p0 5F 4202 - 11306 5F� 4206 • 12,876 SF ZONNG DESIGNATION: FLOOD ZONE: IRS AE 600' (NAVD4 t FIN. FLR. ELEVATION: HEIGHi:7 b00' • I NAw •800' NAw MAIN HOUSE_ SETBACKS, FRONT SETBACK: REAR SETBACK: SIDE SETBACKS: 25'-0' 20'-0' V -O' EA. 26'-b' 20'-0' IT•-T• / 26'•10' POOL SETBAO", FRONT SETBACK-- REAR 5-BACK: SIDE SETBACKS: 25' -0' 10 -0' 10 m' EA 108'-6' TS'-S' / 105'-3' I - s-a------- LiEQUIPMDENT ---- LINE of I In I m —� I ..VERH.4NG ' !---------- I { I i LINE OF __________ I-I'-b T05 �OVERHANG . - : •650' NAw. II 1 1 I R ' I ABOVE 103 e_y_ IF 1 I 1 p EQUIPME // ;�-- °' GA#2 ' li yl 1 @ Q 0 I AD; 1• Ili I i .. .. _ 50' NANDL11 1_ 'i' Y • NAW Q I � 11 � _ , III 1 I '✓ i �\��—�_d � i MpTORCOURT I (GONG. PAVERS QN 1.. ' ` I ff EE i it GARAGE #� i ji"\ {n i u R L - r14'-B- x 23'- -) I CBO� PAG 5 OVERHMY - I • TOS. L v+�1 1 b' TOS - sea .l$0' NAVD- ` /'3• ` 'NAw. - ABOVE •e J ( I 4 I 1 / - E _ - 1_ _____ __ ___J I POOL FENCE W/ SELF N1111/ I I ` y I _ _ __ _____ ____ _ _______ ____ LATCHING GATE . UNDER SEP. I I RMITJ - Y �, r i -- •d. 6 -0' Nos .•. 1 . mm' LLINE OF __________ T I :I - OVERHANG I Y/ ------_ -�----zz-z-Y _ /� ABOVE POOL _ CE W I .• 1� .. - ''— l .. C1\ LANDSCAPIIG / SELF LA CHING ___ - `HW'�`Y�/\ I 'll :il 1V!-M GA Im' 2 Lln=_ 0 26 m I 6l' 0.1 la� / 26'- 14 -II' ABOVE 65 ry� /�[� ��/�\p\/� {J`, VIP LANDSCAPING 1 tI Ii ( \ / /1 • ��/ • `-' Responsible Supervisor Paul Fischman AA26003009 Comm no. asLOPMENT ORDER 1857 date: 1. > to ..� . owl 12/20/19 \ O _� revised: PA - If ru E W 10 V, SfTE PLAN �-� N SCALE: 1�8'=I'-m' sheet no. FEB 112020 � , I HIGHLAND BEACH BUILDING DEPARTMENT FIRST FLOOR - 4REA 2 5ECOND FLOOR - AREA N SCALE: ZONING DATA: REQUIRED/ ALLOWED PROVIDED LOT 51ZE: 1000 SF 4202 - 11,306 SF 420(o - 12,526 5F ZONING DESIGNATION; IRS FLOOD ZONE: AE &ZO' (NAVD) FIN. FLR. ELEVATION: •6.00' + I NAVE) •8.00' NAVD HEIGHT; MAIN HOUSE 5—ccTBACKS: FRONT SETBACK: 25'-0' 26'-6' REAR SETBACK: 20'-0' 20'-0' 51DE SETBACKS: 12'-0' EA. 26'-10' POOL SETBACKS: FRONT SETBACK: 25'-0' REAR SETBACK: 10'-0' 10'-6' SIDE SETBACKS: 10'-0' EA. LOT COVERAGE: EXISTING LOT SIZE (4202 . 4206 LOTS) 24,132 S. F. (100 0) MAXIMUM ALLOWABLE LOT COVERAGE: NA. C0Y) PROVIDED LOT COVERAGE: MAIN HOUSE: 4,409 SF EXTERIOR DINING AREA: 523 5F GARAC-E: 645 / 665 SF TOTAL BUILDING LOT COVERAGE: 6,242 5F (25Bq ) BUILDING DATA: MAIN HOUSE: FIRST FLOOR (HABITABLE) 4,409 SF SECOND FLOOR (HABITABLE) 3,115 5F THIRD FLOOR (HABITABLE) 1,423 9F TOTAL (AC). 9,541 5F GARAGE (NON -HABITABLE) 1,310 SF TOTAL (HABITABLE . NON -HABITABLE) 10051 SF SITE DATA (PERVIOUS VS. IMPERVIOUS): EXISTING LOT 51ZE (4202 . 4206 LOTS) 24,132 5. F. (100% ) MINIMUM PERVIOUS EUF�FACE REQUIREMENT: NA (0g) LANDSCAPE AREA (PERVIOUS): 12,353 5F (51.2e) REFLECTING POND / POOL / HOT 5PA: 1,3S9 S. F. LAUJN / LANDSCAPE: 10,994 S. F. PAVING AREA (IMPERVIOUS): 11,168 SF (48.5%) MAIN HOUSE: 5,1is 5. F. SLABS a WALKS: 143 5. F. POOL DECK: 2018 S- F. EQUIPMENT PAD'S: 941 5. F. DRIVEWAY: 2,341 5. F. D 11 .w ono r z 1 Z Mrn � N GI� v� _ 6 16 U) ^ C Z w rrYI� VlI _ + a U LL1w L i' a U JU �w LL I LL I _ � 111 0IUT� f0 TU aim � a m u- [ , N m �i m LIJ LU U > 00 Z � w Q M J Q Q Q 0 0_ CO (~ O LLJ Q LL O = Q v LU W LLB p ZZ Q Q (fl U` CD = C/) � seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-0.5 SECOND FLOOR PLAN N SCALE: 3/Iro'=I'-D' DEVELOPMENT ORDER # j LL LL 0 \ V W LIJ U > ro z EE W 0 Cl) Q J Q Q 1-- O w Q w O = \ w Q Q w z z Q O CN U) d' seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 / date: / 12/20/19 / revised: IE 11 � V\,jiF- F EB 112020 HIGHLAND BEACH BUILDING DEPARTMENT sheet no. A-1.2 TA. ROOF- STONE CLADDING STONE CLADDW- +35'-0' BFE CLEAR IMPACT RESISTANT EL. +4300' NAVD SLIDING GLASS DOORS W/ = BRONZE ALUM. FRAME /TYPJ- 3'-b' AFF. CLEAR, IMPACT -RESISTANT GLASS RAILW. InPJ SMOOTH. HIGH -QUALITY PTD. STUCCO FIN. - - IUOOD SLATS SYSTEM IN FRONT OF BRONZE ALUM. - - - - - THIRD FLOOR TAS. - - BRAKE MTL CLADDING - - BFE - - -. - - - - EL. •33,00' NAVE) - - K// Q P / M ND FLOOR! I II II I II II III III I I I I I II I I II I I I I I I I I I I I I I I I II EL. .22A0' NAVD . CLEAR IMPACT -RESISTANT FIXED GLASS UANDOW W/ BRONZE ALUM. FRAME InPJ STONE CLADDING A IPE WOOD CLADDING um/ EL. +8.00' NAVD EL. +8.00' NAVD Z Z m� G VI U) M � JTY FIN. N. _ _ _ _ _ _ _ _ _ _ _ _ - - _ - fX - - - _ - - Y WOOD SLATS SYSTEM IN FRONT OF BRONZE ALUM. BRAKE MTL. CLADDING �t+ _ * + E 3'-b- AFF. CLEAR FRAMELESS. IMPACT -RESISTANT GLASS CLEAR IMPACT -RESISTANT RAILRL'+lTYPJ UL y d FIXED GLASS WNDOW W/ BRONZE ALUM. FRAME CLEAR IMPACT -RESISTANT InPJ FIXED GLASS WINDOW UW IK+ .\ ., .`.�. \ •.. \ BRONZE ALUM. FRAME SMOOTH, HIGH -QUALITY PTD. STUCCO FM. U JI U PLANTER I CLEA IMPACT -RESISTANT R WINDOW W/ BRONZE ALUM.FIXED GLA56 FRAME nPJ LL LADDU-Ys STONE CLL - FEATURE WALL STONE FIN. w �" N - x .. ".. .... �•.. �.-..., -..�i':r,_ ,:sr: »;." ._... .... i'.�' SMOOTH. HIGH -QUALITY PTO. STUCCO FIN. IF'E WOOD CLADDING 0 V 7 O] th v T- oE U CORTEN STEEL CLAD FRONT ENTRY DOOR A FRONT ELEVATION (50UTN) A-3.1 SCALE: 3/16'=1'-0' B REAR ELEVATION (NORTH) A-3.1 SCALE:3/16'=1'-0' DEVELOPMENT ORDER # RECEH E 0 FEB 112020 HIGHLAND BEACH BUILDING DEPARTMENT LU LLJ U > 00 Z ct� LU o ``) Q Q E3 U) o LU Q LL Cr 0 = U " Q Q w LU 0 z z Q Q CO CO O = U seal ;ponsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-3.1 (-c'LEFT 51QE ELEVATION (WE5T) � �3.2 SCALE: I RIGHT 51E)E ELEVATION (E,45T) � �3. 2 SCALE: 3/16'=P-O' DEVELOPMENT ORDER # �o - aoe � mr-) F, - Q2\nt=m F �n IF-B I u? 1 r-�I! ! Ij !-�TN(-� 1-)FPAR FIVIENT Z�z 99 + LL w > > W U LL; IIFa P 0 min U fL LL co - E 1w seal Responsible Supervisor Paul Fischman AR96202 AA26003009 comm no. 1857 date: 12/20/19 revised: sheet no. A-3.2 0 'a*A ._ Y I Mi QSZUZ,7-7-� -an 2mm -am .VtLUPMENT ORDER A - 3 x , , ij% aajr _ N REAR VIEW DEVELOPMENT ORDER # CHOEFF LEVY FISCHMAN ARCHITECTURE + DESIGN ;)o ft': 1 E,[PO)� sheet no. FEB 112020 A-002 HIGHLAND BEACH BUILDING DEPARTMENT