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HomeMy Public PortalAbout11-1 Large Plan10' WIDE ALLEY LOCATION MAP NTS TOWN OF GULF STREAM AREA CALCULATIONS GROSS LOT AREA 28, 358.4 S.F. EFFECTIVE LOT AREA 28, 358.4 S.F. F.A.R. CALCULATIONS REQUIRED PROPOSED TOTAL -A/C AREA 6,454 SF NON A/C AREAS & COVERED PORCHES, OVERHANGS OVER 2.5') 2,100 SF AWNINGS OVER T& SCREEN ENCL. @50% 0 SF PERMITTED ROOFED AREA TO EXCEED F.A.R. -300 SF TOTAL F.A.R. PROPOSED 8,253 SF 1 ST FLOOR AREA 4,793 SF 2ND FLOOR PERMITTED 75% OF 1ST FLOOR 3,596 SF 2ND FLOOR PROPOSED 2,532 SF ADDRESS: 3288 GULFSTREAM ROAD, GULFSTREAM, FL 33483 GULF STREAM CORE DISTRICT LEGAL DESCRIPTION: LOT 28, GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, RECORDED IN PLAT BOOK 18, PAGE 27; ALSO ALL THAT PART OF LOT 27, OF SAID GULF STREAM PROPERTIES LYING NORTH OF THE LINE PARALLEL TO AND FIFTY FEET(50') SOUTHERLY FROM, MEASURED AT RIGHT ANGLES, THE SOUTH BOUNDARY OF LOT 28, AFORESAID. SAID LANDS SITUATE, LYING AND BEIN( IN PALM BEACH COUNTY, FLORIDA. ML Sm jE IIIIII' ON' �i J.j f� n i. 0 M N W _ o W W cn 0 J � Q� GC V� ui V� GC Q a. Q W Z O v of L ol REVISIONS FLOOR PLANS BLDG. ELEVATIONS - - - ---------- - --------- -- - -- -- - -- - - -- BRE- APPLICATION SITE PLAN REVIEW -SITE PLAN REVIEW • BY DATE CML 05 -21_10 CML 05 -28-10 CML 06 -M -10 CML 06 -15 -10 LAT 07 -15-10 J U- Q W F- U- D 0 97 FL -WHI05 FIRM AA003M 1 ' ��Npp N1 7` i r'J 1=� 1� r i rou,vr .i�-,l arc' C UtJnI�JM��'12�T >� Flt-J fit, -1-&5' LEGAL DESCRIPTION LOT 28, GULF STREAM PROPERTIES, ACCORDING TO THE. PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, RECORDED IN PLAT BOOK 18, PAGE 27; ALSO ALL THAT PART OF LOT 27, OF SAID GULF STREAM PROPERTIES LYING NORTH OF A LINE PARALLEL TO AND FIFTY FEET (50') SOUTHERLY FROM, MEASURED AT RIGHT ANGLES, THE SOUTH BOUNDARY OF LOT 28 AFORESAID. SAID LANDS SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA. BEARINGS SHOWN HEREON ARE RELATIVE TO PLAT AND ARE ASSUMED. NO ABSTRACT OR TITLE SEARCH WAS PERFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS SHOWN HEREON ARE BASED ON VATIONAL GEODETIC VERTICAL DATUM OF 1929 JNLESS OTHERWISE NOTED. WO BELOW GROUND IMPROVEMENTS, FOOTERS, =OUNDATIONS OR UTILI77ES HAVE BEEN LOCATED )R SHOWN ON THIS SURVEY. LAKEVI EWDRWE � - - T R� 001 I UpLM2 ���� c u��rJr�1����' =� =92-39r 041F A =88-Z? 0 ft y � cop L-61. cq - ' L= 1542' i S. 7947 50" E 12180` (5— ���L=24.33? 1Z PALO �, g 10 PALM m 3'11? t a �t,'I"R 1 w r L0 W ©Q or'1 ti 12 ALn �' pALr1 Al 511 � i� PALS 13 PALP► ° tq,2` 3 P7u3L.t7t�! M M ! 0 ti �� VI t F, P�ttTl2 AF'1�17©,/ ----I to 1iftI6.1-4 2 -��- rotz`( Qrr-F) 1 'Co ' . a St • 8,4,0n 4. OL At K-- " v 21' tt 0 N 14 FALrj Q ' .w 0 ca P M /S.LT D R i V UN (-TYP) " / Ltt�TER -raze N 80'°(X1' 00'0 W 147.92' �,. r, 0VNr2 2 "X2t/ 6, M, LOT27 F0L)4V 41lx4- "r,,M, ,� C Urft.�vM���� -�j � .�'" � Ur�NUn•►����r�) a� O.A.B. = official record book C.B.S. = concrete block structure Tran. =transformer pad F.P.& L = Florida Power &fright P.B. =plat book Typ = typical P =plat- 0= pr, =page I.R, l � c P.C.G. = point of compound curve CM = concrete monument R/W = right -of -way power pole M = measured = iron rod R = radius P.C.P. = permananent control point P.R.C. = point of reverse curve = central angle I.P.:= iron pipe D = deed P -O.C. = point of commencement P.I. = point of intersection ®= bearing basis line RP = radius point 0/S = offset P.O. B. =point of beginning D/E = drainage easement P.T. =point of tangency Asph = asphalt L = arc length Conc = concrete C.M.P. = corrugated metal pipe = not field measured WPF = wood privacy fence M.H. = manhole U/E = utility easement CL = centerline ALUM. ' aluminum Esmt = easement = R.C.S. = registered land surveyor Chatt = chattahoochee CLF = chain iii,), fence P.C. = point of curvature Calc = calculated,, L.S. = licensed business M Cv _ - - .. ( U /gMliA4F:7GF,C -D) ua j b 9 yj*.� a tit Q 1, t _15' _ \S3 t CONTAINS 28,358.4 SQUARE FEET 0. 65 ACRES s, CC ?-, y'.,.4• -f�RU Fb fada 't SZ e ft Renner, Burgess, Inc. Certified To: 1, S.E. 4 #tt Ave., Suite 212 7. Delray Beach, FL 33483 HOWARD ERBSTEIN AND BONITA ERBSTEIN d Phone 561- 243 -4624 SUNTRiJST MORTGAGE, INC � Ba"n t? V , • '�T' +E F r r4 ' Fax 243 -4869 West Palm 736 -7639 - MATHEWS f PIAZZA, P.A. ner: West Palm Fax 735 7641 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY k all ` aketrteY� q W - assttat m i a ns ' Bq Authorization Number LB65o4 Flood Zone: =71 fllftde RD w TS R SnrttJi I hereby if t Ma No: y ert t at he Sketch of Boundary Survey shown hereon P l2'91061 ODD 1 NORTH meets fY mini u technical stars arils set forth in Chapter vti _ fi apte 61G17-6, Map Date: -� Florid dminist Live Code rs ant to Section 472.027, Florida Not valid unless c �A Not to Scale Statut is Ord Date: —�- ID sealed with embossed s' Vicinity ob No surveyor's seal ry Map H ' •. � --� =. - .�-- =� . Bu ess , P.L.S. No. 5089 Flevised: 3- if -zalD `iRt� c� z W f c� z z W W Z a Z W Z Z I' W W Z Q Z W V Z W N W z N m C W X X X W Q J� J Q Z Q 61Z �11 s s a 0 0 1 PROPERTY LINE MATCH TO EXIST. GRADE AT PROPERTY LINE EXIST. PAVEMENT 5' 16' 16' PROPOSED ,t'°i-9-110J � 6,40 F 6' SCALE 3 ; i � r f SOD (TYP.) J *WWI11 �1(11 -0ii, — -l'i L W45681 NOT TO SCALE PROPERTY LINE I /-- PROPERTY LINE EXIST. ADJACENT LOI v 23' PROPOSED MOTOR MATCH TO COURT EXIST, GRADE AT ° ,— SOD (TYP.) e,sS PROPERTY LINE f SOD (TYP.) SECTION DmD NOT TO SCALE PROPERTY LINE 1 15' 5' i GULFSTREAM RD. MATCH TO EXIST. GRADE AT PROPERTY LINE PROPOSED r` ato 1' SCALE _\ ! a.o rf EXIST, i`— PAVEMENT 1 1 SOD (TYP.) SIH Eff- "CTION C=C NOT Willm (all Iw LIME ROCK PAVERS AREAS) LIME ROCK BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM 6"THICKNESS AND COMPACTED TO 98% MAXIMUM DRY DENSITY PER AASHTO T-180 (LBR 100). OTHER SUBSTITUTES SHALL BE PER FDOT SPECIFICATIONS AND PROVIDE EQUIVALENT STRUCTURAL NUMBER AS ABOVE (MIN LBR 100) WITH ENGINEER'S APPROVAL. SUB-BASE: 12" STABILIZED SUB-BASE COMPACTED TO 98% OF MAX. DRY DENSITY PER AASHTO T-180 (MIN LBR 40). 011 --1�ff a } J LL W J � Q Z W zZZ= 6 W N J U tt 0OF O m t— to cL � iiii♦ ®i 0� W v ® ut p 1 0 0 z o Q PROJECT No.: DRAWN BY: CAD CHECKED BY: ES DATE: SCALE: AS NOTED CAD I.D.: 02- SECTIONS PROJECT: ll " ImmillmW FOR RANDALLSTOFFI ARCHITECTS I TOWN OF PALM BEACH COUNTY, FLORIDA RADICE III 1000 CORPORATE DRIVE, SUITE 2501 FORT LAUDERDALE, FL 33334 PH: (954) 202 -7040 FX: (954) 202 -70701 www. B®hlerEngineering,com SHEET TITLE: k SHEET NUMBER: Cm2 0 4 8 12 16 20 SCALE 1w - 8'0' -T11 I I LW STING � r=xO 'c/oFNAmENTAL U55 AND ROUND COVER T r r) REMOVED V E D L =i I KRENT WIELAND DE IGN, INC. KRENT VVIELAND DEEM, INC LANDSCAPE ARCHITECTURE 101 Southeast Second Avenue Dekay Beach, FL 33444 TEL: (561) 243-1873 FAX: (561) 243-1874 E-Mail: d6signSkwdesign.not Krent L WWkr4 FL Reg LA IM Cert. of Authorization L026000275 Cd 0 OD 4) E E 0 0 (D 0 LL 0 - Lp E c: -&-f co cd 0 CO Cd co C.4 cr) MEMO SSUE ti NO. 100W PAN MaInt. S15 MAWN BY- 5F CFECKM BY: Tree Removal/ Relocation Plan Sheet TR-1 of 2 shoots PLANT SCHEDULE TREES BOTAN I CAL GL -R Bur5era 51maruba Palm To Be Relocated FIC -E FICU5 5pp Existing To Remain FIC -X f1C5 5pp Dyp515 lute5cen5- Relocate To Be Removed SAP -X Manilkara zapota To Be Removed MQ -X Melaleuca c[uinquenervia TP -X To Be Removed PA -X Per5ea americans- Existing To Be Removed CG -R P51dium cattleianum To Be Relocated TAB -X Tabebuia caraiba- Existing Royal To Be Removed TA -X Terminalia catappa Exi5tincj to Remain To Be Removed PALM TREES BOTANICAL CN -X Cocos nucifera- Remove Royal To Be Removed CAUTION: PLEASE NOTE Contractor shall secure all permits required for the work from any state or local departments, utility companies or iurisdiction affected by the work. The Contractor shall have permits in hand' prior to starting work The Landscape Architect and/ or Owner shall hear no responsibility for work performed without pen? tted drawings. The Contractor shall be responsible for all changes to Work, at no additional cost to Owner, as a result of unauthorized work prior to receipt of penrret This drawing is an instrument of service copyrightoc 2009 by Krent Wieland Design, Inc, all rights reserved — it is not to be reproduced in part or in whole without express written permission. Florida registration LA 1039. COMMON Gumbo Limbo To Be Relocated FICU5 -To Remain Ficu5 To Be Removed Sapodilla Tree To Be Removed Melaleuca Tree To Be Removed Florida Avocado To Be Removed CONT TO BE RELOCATED EX15TING TO REMAIN REMOVE REMOVE REMOVE REMOVE Strawberry Guava To Be Relocated TO BE RELOCATED Silver Trumpet/Yellow Flower Tropical Almond -To Be Removed COMMON Coconut Palm To Be Removed DL -E Dyp515 lute5cen5- Exi5tin9 Areca Palm Existing to remain DL -R Dyp515 lute5cen5- Relocate Areca Palm To Be Relocated To Be Relocated TP -X Ravenala madaga5carien5i5- Remove Traveler' 5 Tree To Be Removed RE -E Roy5tonea elata- Existing Royal Palm To Remain Exi5tincj to Remain RE-P, Roy5tonea elata- Relocate Royal Palm to be Relocated Palm Tree to be Relocated 5P -R 5abal palmetto 5abal Palm To Be Relocated 5abal Palm To Be Relocated 5P -E 5abal palmetto- Exi5tincj 5abal Palm To Remain Existing To Remain REMOVE REMOVE CONT REMOVE EX15TING TO BE RELOCATED REMOVE EXISTING TO REMAIN TO BE RELOCATED TO BE RELOCATED CAL on 5' res CAL 1 211 H N 1, 2 5 QTY I Vol 51 18 " -22" 35' -40' 5 EX15TING TO REMAIN 1 211 2 Issued to Town of Gulf Stream 07/23/10 =11 -1 :& 3 WIELAND DESIGN. INC KRENT WIELAND DESM, INC LANDSCAPE ARCHITECTURE VI Southeast Second Avenue Dewy Beach, FL 33444 TEL: (561) 243 -1873 FAX: (561) 243 -1874 E -Mai: designIkwdesignmet Krent L Wieland, FL Rep LA 1039 cert. of Authorization L026000275 ca 70 Cd O -0 � a: •C E 0 �- _ L- E 0 � � CO i Cd a00o a N o ■t�s M co 3 t. ,71 MAWM 1ME: Tree Removal Plan Sheet TR -2 of 2 sheets zi ao 0 0 0 0 �I IV r I 1 t� W N 1150V E 180.04' - -- FENCE TO MEET POOL BARRIER REQUIREMENTS u — i REFER TO Ai CHITECT'S PLAN PLUNGE ALL POOL PIPES MINIMUM 3' BELOW GRADE TO AVOID CONFLICTS WITH ROOT BALLS MARBLE PAVERS ON SLAB 2 PIECE RUNNING BOND PATTERN WIC FLUSH SPA 9 "X18" AND la "X18" 11' 14-2 16 "X24" COPING= TO MATCH POOL STAGGERED JOINT g' -0" CENTER ON POOL AS SHOWN VERIFY CUTS IN FIELD I ® - PROVIDE MOCK UP FOR CLIENT REVIEW AND GUEST,SUITE CHECKERBOARD PATTERN = 18 "X18" PRECAST COQUINA PAVERS S 111-0" C.H ( 18 "X18" CRASS SQUARES r� 91-OT CA ` PROVIDE IRRIGATION I� r SAVI LED APPROVAL PRIOR TO MUDDING IN PLACE SPA LIGHT PAVERS ADJACENT TO CHECKERBOARD PROVIDE 4' CLEARANCE BETWEEN PATTERN TO BE * -16" AS SHOWN EDGE OF SPA COPING AND EDGE OF VERIFY IN FIELD POOL DECK AS SHOWN CHECKERBOARD PATTERN 15"X16" PRECAST COQUINA PAVERS OFFICE / i$L RARY I PROVIDE SLEEVES AT CENTER OF �' POOL FOR VOLLEY BALL NET PROVIDE IRRIGATION 1r -o^ C.H. l '—O" MINOR ACCESSORY SETBACK ` L--SL �% o ■ ■ ■III ■ ■R■ ■ ■ ■ ■ ■!� ■ ■ ■ ■ ■ ■ ■� ■ ■1.1■ 11 "■ ■�■ ■ ■ ■ ■w� - , O to 13 i - o - ,�_ ■ ■�� ■� O ■ 11 ■ ■ - ■ ■ ■ ■ ■ 1 MM an ' —■ ■ ■ ■ MEN ■ 110FAI - IIIIIIIIIII�II ;�, IIrAi � � ■, , , _ ■ ■'x'111(^'' ■� MEN ■I. ■ ■ ■ ■� €�1 �- �1 L�,� - - MIN ME ALL C(PRNER5_z �� —�� ����� , r i.. '>/ - , 1 ■ ■ �� ■ a _ - • ■'' �■ ■ ■ ■ ■ �I Ilk OEM POOL M MEN STEPS IN r.► BYISIrERN �1 i ■ ■ M■■■■t■� ••■ -■ ■ 1 i - d o I u IIII lawn L, — y y I — ---- � �CUT PIECES ALONG THIS EDGE IN i ❑❑ FIELD TO ALIGN PATTERN FOYER TkR DD _ I � IS "XIS" MARBLE PAVERS 18 "xlf5 STONE - T a \ — VER1, COLOR WITH H CLIENT MUQ IN PLACE _ SET ON DIAGONAL AS SHOWN —/ I� CAR C�RGE CE g ❑a ❑C�CICCO Y ' : IE -- -- _ f i Y. .•: t Y, ,0 _ - - - -- II I I I `} _ F] 0 4•_ _ ---- _ � PLANTING- AREA I � I i ��. � I PROVIDE IRRIGATION Breakfast DINIiVG S, AND DRAINAGE — — — — — _:f:_ __' _ _ {� i 1�— - -:: 11' -0" C.H. 6 6 ( :+ +13 ( "TWO PTO VERIFY LOCATION OF GATE AND I STORY RESIDEIy�'E WALL IN FIELD ------ FIRST FLOOR `/ - CUT PAVERS AS NEEDED TO ELEV. V " �I- - , 9.98' CREATE ALIGNMENT AS SHOWN — — — — — � - - -- - - - -_. I REFER TO ARCHITECT'S PLAN 3 Cdr Garage PANTRY ' ! FAMILY I ! _ 10'-0" C.H. h1& C.H. L -4_ 11' 0" C.H. I MOTOR CO URT F 5' -�,, P.R.' BUTLER 2� I I I I I I I 1 I I r 11 H ° ® ■■ I _ OLD CHICAGO CLAY PAVERS ON SAND _ SUBMIT SAMPLE TO OWNER PRIOR TO CONSTRUCTION PATTERN TBS m OLD CHICAGO CLAY PAVERS ON SAND I SUBMIT SAMPLE TO OLLNER PRIOR TO CONSTRUCTION PATTERN TBS S 13 10'14 " W-173-611 � _ - - 328 ------ GULFZSft!iTP-1=Ar%A' AD► �0Nz--��SE TE Contractor shall secure all permits required for the work from any state or local — departments, utility companies or jurisdiction affected by the work The Contractor shall have permits 'in hand' prior to starting work. The Landscape Architect — - - - -. and/or Owner shall bear no responsibility for work performed without permitted drawings. The Contractor shall be responsible for all changes to Work, at no additional cost to Owner. -- �_ as a result of unauthorized work prior to receipt of permit This drawing is an instrument of service co - - - -- 7� -- - -. —_— pyright c ©010 by Krent Wieland Design, Inc, all rights reserved - it is not to be reproduced in part or in whole without express written permission. Florida registration LA 1039. IErbsteinResidence- 10014R \D^-n�Aiinas\issued120100723 -Rev. to Te-,kAtn of Gulfstre� -n \1001' 'R -H- 201007 ?7, dwc. 7� "RI2010 9:47:33 AM. AM z _ EDGE OF PAVEMENT I i 2' -2" I i i N I IW 59 ten 2' -2" , I� a EDGE OF PAVEMENT I I "r E � "' d d , 'ass i I r ,r"vw lacy s �, Issued to Town of Gulf Stream 1 07/23/10 THIS DRAWING HAS NOT BEEN REVIEWED BY A STRUCTURAL ENGINEER VERIFY WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION I 0 4 8 12 16 20 KRENT KRENT WIELAND DESIGN, INC LANDSCAPE ARCHITECTURE XX Southeast Second Avenue Dewy Beach, FL 33444 TEL: (561) 243 -1873 FAX. (561) 243 -1874 E -Mak design awdesign"net Krent L WWar4 FL Reg _ Cert. of Aut fta LC26000275 O � C15 CO 0 .= W E Q 0 U- E 0 to W -- `� 0 M CO V 00 :3 Cd M G co : oRnwM mom: Hardscape Layouf Sheet H -1 SPA C MARBLE l REINFORCED C REFER TC CAUTION: PLEASE NOTE Contractor shall secure all permits required for the work from any state or local departments, utility cwmpanies or Judadicbm affected by the worts The Contractor shall have permits in hand" prior to starting work. The Landscape Architect and/ or Owner shall bear no responsibility for work performed without permitted drawings. The Contractor shall be responsible for all chic ges to work, at no additional cost to Owner, as a result of unauthorized work prior to receipt of pemmrri PLEASE NOTE: POOL BUILDER /ENGINEER TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION SPA NOTES: - PROVIDE MINIMUM (8) JETS LOOPED WITH FORCI =n dire 2500 PSF SOIL BEARING CAPACITY This drawing is an instrument of service copyright c 0010 by Krent Wieland Design, Inc. all rights reserved - it is not to be reproduced in part or in whole without express written permission. Florida registration LA 1039. tErbsteinResidence- 10014R\Drawinasllssued120100723 -Rev. to Town of Guffstream110014R- H- 20100723.dwo. 712612010 9:47.43 AM. AM 1/2.4 16 "X24" MARBLE W/ EASED EDGE �" WATERLINE TILE :UT FROM MARBLE DECK TILE JATERL INE COMMENTS KRENT WIELAND DESIGN, INC. - =W-'V9;: - *11 °1 (D '0 ca 0 Cd 00 Cd 0 �0 LL _ E 5 � a � N a ■��■ cf) • 3 Y' r 01/16/10 Issued to Client 06115110 -Isaus to Town of Gulf Stream ISSUE HSTORY COMM NO. 100148 PROD MGR- Sim DRAWN BY: SP CHECKED BY: KW DRAWM TITLE: Hardscape Details S pct H-2 of X sheets C ., V t in3 �i (D '0 ca 0 Cd 00 Cd 0 �0 LL _ E 5 � a � N a ■��■ cf) • 3 Y' r 01/16/10 Issued to Client 06115110 -Isaus to Town of Gulf Stream ISSUE HSTORY COMM NO. 100148 PROD MGR- Sim DRAWN BY: SP CHECKED BY: KW DRAWM TITLE: Hardscape Details S pct H-2 of X sheets X00 - WiERAL NOTES 2630 - M NAGS AND PIPM NOTES 3100 - CONCMTE NOTES 1. The Contractor shall visit the site prior to bidding. All bids shall include any mobilization I" MATERIALS 1. Materials - Normal weight concrete (145 PCF) required to accommodate the site conditions" The Contractor shall notify the Landscape a. Drainage pipe specified as CPT N -12 shall be corrugated high density polyethylene a. 26 -day compressive strength: Architect of any additional work not outlined or allowed For in the Construction Documents tubing with smooth wall interior. Corrugated polyethylene tubing shall conform to ASTM Sidewalks 2500 PSI for in the Construction Documents prior to submission of bids. No change orders will be F -405, ASTM F -661 and Manufacturer's recommendations" Pipe shall be by Advanced Foundations and Patio Slabs, 3000 PSI issued For existing conditions or the failure of the Contractor to observe them. Drainage Systems (ADS) Inc. or approved equal. Columns, beams, and slabs 4000 PSI 2. Commencement of Work All Contractors sell motif the Landscape Architect at least b. Drainage pipe specified as PVC shall be Schedule 40, Schedule 80 or G -9 All patio slabs shall have fiber reinforcement, 00 p y rk seven (l) d polyvinyl chloride pipe as indicated on the drawings. b. Concrete slump (in inches) shall be as follows: Minimum Maximum days in advance of the intended Commencement of Work Massive sections, pavements, and slabs 1 -1/2" 4" c" Deck Drains- N.D.S. polyethylene grate Heavy slabs, beams, walls 311 51, 3. Contractor shall review plans and /or field layouts with Landscape Architect d. Planter Drains - ND.S. Atrium Grate Thin walls, columns 3 1/2" 6" at least 2 (two) days prior to installation or on site as needed. e. In -line Drains - PVC body with cast iron grate manufactured by 'Advanced 2. Minimum concrete cover shall be: 4. Contractor shall coordinate with Landscape Architect, Owner, and other job contractors to Drainage Systems (ADS) Inc, or approved equal. Slab- 3/4" smoothly implement the project" The Landscape Architect, as directed by the Owner, may f. Catch Basins - PVC body with cast iron grate manufactured by 'Advanced Beams and columns- 1 -1/2 "Exposed unprotected concrete- 1-1/2" facilitate coordination efforts on behalf of the Owner to minimize implementation conflicts. Drainage Systems (ADS) Inc. or approved equal. Formed concrete below grade - 2 5, The Landscape Architect reserves the right to visit the job site to review and observe all g" Sub- surface strip drainage- "AdvantEDGE" corrugated high density polyethylene strip Unformed concrete below grade -3" work and job progress at any time. cannel manufactured by "Advanced Drainage Systems" (ADS) Inc, or approved equal. 3. Placing drawings and bar lists shall conform to A.C.I.'s "Manual of Standard Practice" for Wrapped with geotextile. Detailing Reinforced Concrete Structures." (A.C.I. 315 -SO) 6. The Landscape Architect /Owner shall be notified of any additional work or change in g, Sub - surface french drainage- slit perforated N -12 corrugated high density polyethylene implementation methods not allowed for in the Construction Documents, prior to implementation pipe manufactured by "Advanced Drainage Systems" (ADS) Inc. or approved equal. 4. Details of concrete reinforcement shall be in accordance with "The Manual of Standard of such work The Contractor shall submit Change Orders for all Work deemed as additional Wrapped with geotextile. Practice For Reinforced Concrete Construction" as published b the Concrete Reinforcing Steel Institute unless otherwise indicated. y g to Contract. Owner Sall approve all changes to Scope of Work and adjustments to Contract Price prior to implementation of any changes to Scope of Work At Owner's request, the 2" All thermo - plastic pipe shall be installed in accordance with ASTM D -2321, Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and other Gravity Flow Applications. 5. Concrete construction techniques shall conform to the "Specifications for Structural Landscape Architect may review any invoices or Applications For payment. FINAL APPROVAL OF PAYMENT AND PAYMENT AMOUNT IS THE SOLE RESPONSIBILITY OF OWNER 3. All pipe shall be placed in a dry trench. Contractor shall provide adequate equipment For Concrete for Buildings" (ACI 301 -84). the removal of storm , surface or subsurface water which may accumulate in the trenches 6" Reinforcement shall be carefully placed, rigidly supported and well tied with bar supports 1. Contractor shall secure all permits required for the work from any state or local departments, or excavated area so that it will be dry for Work required. and spacers. utility companies or jurisdiction affected by the work The Contractor shall have permits "in hand" prior to starting work The Landscape Architect and/ or Owner shall bear no 4. All bedding shall consist of clean granular material" Unsuitable material such as muck, 1. Adequate vertical and horizontal shoring shall be provided to safe) support all responsibility For work performed without permitted drawings. The Contractor shall be construction loads" y pp p y p p g rocks, and debris shall be removed and replaced with suitable material and compacted. responsible for all changes to Work, at no additional cost to Owner, as a result of unauthorized work prior to receipt of permit. 5. The pipe shall be supported for it's entire length with appropriate compacted granular S. All openings in concrete slabs or walls over 12" square shall have one (1) 15 x 5' -O" diagonal 8. Contractor call verify location of existing utilities and services and provide protection material under the haunches. bar in each corner in the center of the slab or wall" during construction. Any utilities damaged during site work operation shall be repaired 6. The backfill shall consist of clean granular material. Unsuitable material such as muck, 9" Reinforcing steel in Footings or pile caps shall be assembled as mats with bars equally at Contractor's expense. rocks, and debris shall not be placed in the trench. spaced and wired together at each intersection before concrete is placed. 9. The Contractor shall submit samples of materials and finishes to the Landscape Architect For 1. All backfilling of storm drainage pipe shall be compacted in 12" lifts of clean granular material 10• Dowel column and wall reinforcing to footing or pile cap with same size and number of approval prior to ordering and installation" to a density of not less than 98i of the maximum density as determined by AASHTO T -93. dowels as vertical bars above. 10. The term "Contractor" shall expressly apply to any "Sub- Contractor" directly involved with 6. Location of drainage structures shall govern pipe runs. Pipe lengths may have to be il. Dowels shall be hooked "L" at bottom and shall be lapped 48 bar diameters with the column the work Sub - Contractors shall bear responsibility to the General Contractor for compliance adjusted to accomplish construction as shown" or wall reinforcing above. with the requirements, terms and conditions as specified in the Construction Documents. 12, Concrete columns shall be tied columns unless otherwise indicated. 9. All angular/ directional invert orientations are approximate. Contractor shall determine 11. These construction documents are intended to convey overall Form and finish of the design and verify all pipe, invert, and structure alignments in accordance with the Layout plan and 13. Provide 66W 1. 4 WIA WWF in slabs on grade unless otherwise indicated, intent only. The Contractor is responsible to install all work in accordance with the relevant Manufacturer's specifications, and applicable sections of the CSI, A5TM and/ or other AIA/ ASLA recognized trade agency. 14. Reinforcing in concrete walls shall be continuous -la bars 48 diameters. Horizontal bar laps 10. All elevations shown refer to NG.V,D.. Contractor shall verify all existing elevations p p The Landscape Architect sell bear no responsibility for any Contractor's methods of work y g shall be staggered. Q /� /� and report any discrepancies to the Landscape Architect prior to installation of work 110✓ GENERAL D�71 pf�lT/�i 15. Slab Expansion Joints Form isolation joints of pre- formed joint - filler strips abutting II. Contractor shall verify all rim and invert elevations to provide positive drainage flow concrete curbs, catch basins, manholes, inlets, structures, walls and all other fixed objects I. Concrete reinforcing steel- ASTM A615 grade 60 , Fy= 60 KSI, to the pipe outfall. All drain pipe shall have a 0.5% min• fall unless otherwise noted. Ties and stirrups - -grade 40. and where indicated. Wall Expansion Joints -Refer to engineering drawings. 12. All pipe connections shall be made with manufacturer approved collars, couplings, or fittings. 16. Control Joints - Form weakened plan contraction joints, sectioning concrete 2. Concrete Materials and Placement - ACI 318 Latest Edition. All connections shall be gasketed and/ or glued to be watertight, impenetrable by roots, into areas as indicated. Construct contraction joints for a depth equal to and resistant t i o sediment infiltration. All corrugated p i p e connections sell be ea5keted and at least one-fourth u r th of the concrete ate thicknes s as follow s 3. Structural steel -- e ASTM A36 unless otherwise indicated. wrapped with three (3) layers of approved joint tape installed in accordance with a. Grooved Joints: Form contraction joints after initial floating by roovin g manufacturers recommendations. 4. Structural steel for tube and finishing each edge with a grcover tool to a radius of 3//0" and as s -ASTM ASOO, 46KSI. 13. All in -line connections to main line shall be made with Y- fittings installed to facilitate indicated on the drawings. Repeat grooving of contraction joints after 5. Bolts - ASTM A301 30 downstream flow, applying surface finish. sh. E liminat e all g roover marks ks in the concrete surface. b. Sawcut joints - not allowed 6. Stainless Steel Bolts - 304 or 316 Alloy ASTM F- 593 -02. 14. Contractor shall be responsible for sizing roof drain downs outs and connecting to overflow c" Joints S acin - as Follows and as indicated on h e drawings, structure placed 6 min. below floor of building. Provide 2' min. overflow air -gap at p g t T Stainless Steel Wire For Concrete Reinforcement - 304 or 316 Alloy ASTM A1022 -01. downspout / drainpipe connection. 4" thick slabs - 6' c.c. max 6" thick slabs - 8' o.c. max 8. Structural wood and timber -- fb = 1200 PSI min. 15, All connections to common utility structures shall be made in accordance to methods as Add two Feet (2') to spacing, if fiber mix is used. 9. Soil b rim approved by the Project Civil Engineer. bearing pressures: ll. Edging -Tool edges of pavements, gutters, curbs and joints in concrete after initial Foundation r Foundations are designed on the assumption of a minimum soil bearing value of 2500 PSF. It 16. All piping routes call be installed so as not to interfere with placement of structures, floating with an edger tool to d radius of I/2" min. or shall be the Owner's responsibility to assure that the actual soil bearing value equals or utilities, and trees with large root balls" Any deviation from the layout plan shall require ecl s tooling f g as indicated on the drawings. Repeat after applying surface u ace finish. Eliminate ed er marks E a ks in the concrete surfs x g g ce. exceeds this minimum. If the soil bearing value is less than 2500 PSF, the Owner shall be written approval from the Landscape Architect before installation. pp y g g responsible to notify the project Engineer and to provide suitable foundation soils, I8. Slab Surface Finish - verify finish with drawings. All slabs and walkways shall receive a compacted to bearing values as prescribed. 2S% - SEGMENTAL M WTAIN �L$ non -skid light broom finish unless otherwise specified. Finish shall be uniform and consistent over entire surface. Finish surface shall be free of blemishes, tool marks and defects. 10. Design Wind Loads: 140 MPH in accordance with Florida Building, Code 2001 and to the I. General - The Work covered in this section includes furnishing of labor, materials equipment and Incidentals for the construction ASCE 1_02 o and installation of segmental masonry retaining walls 19. Fiber Reinforcement - Synthetic fibers shall be fibrillated " y ed or monofslament poypropylene (5MRW) as shown on the Construction Drawings and described by the Contract Specifications. Fibers engineered and designed for use in concrete pavement complying with ASTM CIII6, �le/AL■ - IT a The Work included in this section consists OF, but is not limited, to the Following: Type lit, 1/2 to I inch (13 -25mm) long. Admix at not less than I lb/ per cu cl and as lGIVJ ,. �� �1 1 1=7 a. Excavation and Foundation preparation for the retaining wall. recommended by Engineer or manufacturer. 1. Contractor shall verify location of existing utilities and services and provide protection b. Placement of the footing (leveling pad) for the wall facing units. measures during construction" Any utilities damaged during site work operations shall be c. Placement of the modular block wall facing units. 4220 - CONCRETE LIMIT MASONRY repaired at Contractor's expense. d. Placement of drainage materials. �+���I� e. Placement and compaction attic n of " ris(( and retained ed soils. I. Maters a Is 2. Contractor shall ve r "f y location of proposed utilities and servi ces with respect to proposed F. Finish Grading within 5' feet both above and below wall. a. Concrete masonry 28 -day compressive strength of individual units or existing landscaping. Proposed plant material locations shall take precedence when g- Clean -up and removal of debris from job site. (net area) 150OP61. Masonry units shall conform to ASTM C90. determining underground piping and utility routes. Avoid all areas expected to encounter b. Mortar type M or S ASTM C210. Mortar test shall be taken twice encounter rootbalTs of large plant materials and provide the clearances necessary to install 2. Related Work weekly or more often as required by the architect - engineer. all proposed materials" a. Section - Drainage c. Masonry grout shall conform to ASTM 0416. b. Section -Grid Reinforcement. 3. Contractor, at his Own expense, shall relocate or adjust any utilities, piping etc. 2. Reinforced concrete masonry construction shall conform to the "Building that interferes with the installation of plant materials in their designated location. Code Requirements for Concrete Masonry Structures" (ACI 531) p g 3. Reference Standards 4. All sleeving shall be a 2" -4" dia. SCH 40 PVC pipe as needed. a. ASTM C140 - Sampling and Testing Concrete Masonry Units. Where possible sleeving should be stacked or ganged to minimize space requirements. b. Astm 0145 - Solid Load Bearing Concrete Masonry Units. 3. Vertical cells to be grouted shall have vertical alignment sufficient to c" A6TM01312 -91- Standard Specification for Segmental Retaining Wall Units, maintain a clear, unobstructed continuous cell. 5. Contractor shall be responsible to provide at least three (3) sleeves for irrigation electrical d. National Concrete Masonry Association (NCMA) Tek 2 -4 - Specification for Segmental service and drainage to each planting area and/ or raised planter surrounded or isolated Retaining Wall Units. 4. Cleanout openings shall be provided at the bottom of grouted cells at each lift. Cleanouts by paving. e. Manufacturer's Installation Guide -(most recent issue) and all technical references included shall be sealed after cleaning and inspection, and before grouting. therein" 5. Reinforcing steel shall be lapped 48 bar diameter minimum where spliced 6. Contractor salt be responsible to provide at least two (2) sleeves I -I/2" die irrigation and 4. Submittals drainage to each c pedestal or base r se to receive a planter and shall to pot, a be either separated b one bar diem g p diameter or wired p p a. Submit the Following in accordance with General Conditions: p y together. 1. Sleeves shall have a minimum depth of 36" unless otherwise determined by electrician or 1. Manufacturer's Literature , including installation manual. 6. Masonry walls shall cure at least twenty -four (24) hours before grouting. irrigation contractor, The end of the sleeve shall extend at least 12 beyond the pavement, 2• Shop Drawings showing soil report data, retaining wall design, wall heights, geosynthetic footing or base rock reinforcement layouts and drainage provisions. Shop drawings shall be signed and 1. When grouting is stopped for one (1) hour or longer, the grout shall and sealed by a registered Engineer licensed in the state of the wall installation. be stopped 1 -1/2" below the top of the uppermost unit. 8. Locate sleeves in accessible corners or along edges of pavements. Avoid directing 3. Samples - Furnish (3) units in the color and face pattern as specified . sleeves toward or through the center of planting areas where large root balls are intended. Furnish a 12" x 12" sample of geosynthetic reinforcement as specified. 8. Grout shall be placed in lifts not to exceed 8' -0" maximum" 4, Test Reports form an independent laboratory stating moisture absorption 9. Irrigation pipe/ control wire sleeves shall not be shared with electrical or utility service and compressive strength properties of the concrete wall units when 9, Vertical wall reinforcing shall be doweled to footing below and to beam above. sleeves. Verify irrigation sleeve location with Irrigation Designer /Contractor. tested in accordance with A6TM C140. lO. Provide two (2) I'9 Ga. reinforcing wires every second course in exterior walls. 10. All sleevin under roadways call be reviewed and approved b Owner's Civil Engineer, 5. Foundation soil shall be excavated or filled and compypacted to grades and dimensions as g y pp y g shown finished exposed surfaces only, Conttrsactorshail Landscape ovdexcavation s to£ adequate s Il. Beams and lintels, unless otherwise shown, shall have 8" min. bearing at each end. 2310 - V�� NOES dimension accommodate all subgrade, foundation and leveling pad requirements t onstruct the finished design as shown in the Construction Documents. 12, Masonry shall be anchored to supporting beams and columns unless I. Contractor shall verify all existing grades in the Field and report any discrepancies otherwise noted. Masonry units laid to concrete shall be supported by immediately to the Landscape Architect for decision. 6. The leveling pad material shall be placed and compacted crushed stone along the grades dovetail anchors spaced at 16" or with an equivalent system. and dimensions as shown on the Construction Dwgs. The leveling pad shall be b" min. thickness. 13. Masonry walls shall be braced to resist lateral I 2. All fill For berming and planting brought to the site sell be clean, friable sandy loam of y odds until adequate sli htly acid to neutral pH. ATI fill shall be Free from sticks, rocks, marl, sod and other 1. The bottom row of retaining wall modules call be placed on the prepared leveling pad. bracing is provided by the other components of the structure. de ris. Sod below all areas to be bermed shall be removed or killed with an approved Care shall be taken to ensure that the wall modules are properly aligned, level and in herbicide prior to installation of fill. complete contact with the base materials. 14. Masonry grout shall be mixed with sufficient water to give a fluid 3. Remove all road base, shellrocky marl, coral rock, and rubble 30" minimum below finish grade 8. Wall modules above the the bottom course Sall be placed such that all bearing surfaces consistency without segregation of materials. from all new planting areas and tree pits. Backfill with suitable soil as approved by cleanly mate and provide the design batter of the wall face. Contractor shall check the �Q�Q� _i� /y� �f� Landscape Architect. Maintain existing grade at the 'drip line' of existing trees to remain. level of wall modules with each lift to ensure that no gaps are formed between successive 2•'�'� E1FV'0`�IVI� CONTROL lifts that affect the alignment of the wall and the pullout of grid reinforcements. Check 1. Once grading operations are completed, all disturbed areas within or outside 4. Grade surfaces to assure positive drainage from all structures and to prevent vertical Face of installed units to verify design batter is maintained. of the limits of work shall be stabilized b fine radin and seedin or mulching. ponding of surface drainage. All ponding shall be corrected prior to landscaping. y g g g g" 5. New earthwork shall blend smooth) into existing grader,. 9. Drainage - Install drain the at lowest elevation possible to maintain gravity flow of water to 2. All erosion control measures are to be installed prior to any site disturbance y " g g outside of reinforced zone. Drainage pipe shall daylight to an approved outfall area or or construction activities" structure. (o. Pitch evenly between spot grades. All paved areas must pitch to drain at minimum of i/8" 3. All sediment will be prevented from entering any storm drainages stem throe h per Foot 0%). Any discrepancies not allowing this to occur shall be reported to the 10. Drainage aggregate shall consists of clean 3/4" angular rock Fill all voids between, within y g Landscape Architect prior to continuing work and behind wall units with drainage aggregate. A minimum of 12" of drainage aggregate the use of silt fences, straw bales, gravel, boards or other applicable methods. call be placed behind wall units. 4. The Contractor shall be responsible For mitigating all sediment leaving the site and taking 1. Rough grade of site fill shall be provided 'in- place' by Owner to +/- 6" of finish grade. appropriate corrective measures. Sediment control measures call be in working order after 11. Drainage aggregate shall be separated From adjacent soils with an approved geo- fabric. g 6, Finish Grade = +/- one inch (0.08') each day" 12. Install reinforcement grids in accordance with Engineer's drawings and Geosynthetic's 9. Fill shortfall shall be reported to Owner immediately. Owner shall provide fill within 1 days Manufacturer's recommendations. Infill soils for reinforcement grids shall be as specified by of written notice by Contractor. Engineer. Infill soils shall be placed in 6" lifts and compacted to 95% Standard Proctor. Compact with hand operated equipment. No heavy equipment shall be allowed within 4' of 10. Excess fill shall be reported to Owner. Contractor shall stock -pile excess Fill in areas wall or 112 of wall height, whichever is greater" to be determined by Owner. Owner shall have stockpiles removed" 13. Retained soils shall be placed behind infill soils in 6 -8" maximum lifts. 11. Contractor shall be responsible to maintain finish grades and correct all erosion until area is Retained soils shall be compacted to a density of 95% min. of Std. Proctor. accepted by Owner. Contractor shall remove all soil run -off from adjacent lakes, pavements, swales et as established by others. 14. Top two courses ( including Capstone) shall be secured with an exterior 12. No equipment shall be used within the canopy 'drip -line' of existing trees. Maintain existing rated concrete construction adhesive as recommended by manufacturer. grade at 'drip -line' of existing trees. 15. Fine grade all slopes away from wall faces at not more than 1:10 (10%) slope for a distance equal to Fieight of wall unless design indicates otherwise. CAUTION: PLEASE NOTE ontr8aor shall secure all permits required for the work from any state or local departments, utility companies or jurisdiction affected by the work. The Contractor shall have permits in hand" prior to starting work. The Landscape Architect and/ or Owner shall bear no responsibility for work perfomued without permitted drawings. The Contractor shall be responsible for all changes to Work, at no additional cost to Owner, as a result of unauthorized work prior to receipt of pernit. This drawing is an instrument of service copyright c ©010 by Krent Wieland Design, Inc, all rights reserved - it is not to be reproduced In part or in whole without express written permission. Florida registration LA 1039. tErbsteinResidence- 10014R\Drawinas \lssued\20100723 -Rev. to Town of Guifstream \10014R- H- 20100723.dwo. 7/26/2010 9:47:56 AM. AM THIS DRAWING HAS NOT BEEN REVIEWED BY A STRUCTURAL ENGINEER VERIFY WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION 4120- CAST STONE 1. General - This section includes all labor , equipment and materials to provide and install the Cast Stone shown on the Architectural drawings abd as described in this specification. a. Architectural Cast stone - White Portland cement based (Type I or III) concrete. Texture and color shall be as specified by Architect. Refer to Finish schedule b. Contractor shall furnish shop drawings, colors and material samples of all profiles or alternates to Landscape Architect For approval prior to ordering stone" c. Related Sections - Refer to sections as applicable. 1. Section Mortar and Grout 2. Section Unit Masonry Assemblies" 3. Section Reinforcing Unit Masonry Assemblies 3. Section Joint Sealers d. References - Standards shall comply with the requirements and recommendations of the Cast Stone Institute (CSU Technical Manual (Current Edition). ASTM C1364 Standard Specification For Cast Stone 2. Cast stone fabricator and installer shall use clean, uncontaminated sources of cement, aggregate, mixing equipment and water for all products, grouts, and installation practices. All cast stone shall be white Portland cement based and achieve a minimum compressive strength of 3000 psi upon delivery to job -site. 3, Cast stone shall have integral color pigments with additional soda color as specified. 4, Architectural cast stone members shall be suitably reinforced with synthetic fibers (ASTM CI11(o, Type 3), welded wire fabric (ASTM A82 where applicable wet -cast units) ferrous bars (ASTM A(o15/ A615M) or deformed stainless steel (type 302 or 304). Ferrous reinforcements shall not used be in wet or submerged conditions or within 3 miles of the ocean (salt atmosphere) climatic conditions. Epoxy coated steel shall be required when cover is lass than 1 -1/2 ". Welded wire Fabric shall not be used in dry cast products. 5. Ferrous reinforcements, ware permitted, shall be oil and rust free and embedded with a minimum of 3" of concrete cover unless specified otherwise by engineer. 6. All copings, trim moulds, wall caps, brackets, cladding, etc (excluding horizontal flatwork) shall be anchored in place with corrosion - resistant building stone fasteners. All vertical cladding and columns shall be anchored in compliance with local building codes. Refer to windload and seismic standards in CSI Manual section C21,C25,C21,C35 and C41t and to ACI 318 and ACI 355. 1. All metal structural elements to be clad shall be primed with at least two coats of zinc -rich primer and sealed or protected from any water infiltration. 8. Cast stone products, grouts and thin -sets used in wet, submerged or salt conditions shall be latex or polymer modified to reduce porosity and moisture absorption. 9. Wet all stones prior to setting in Full mortar bed unless otherwise detailed. 10. Set stones US" or less within plan of adjacent units. 11. All finish pointing grouts shall match the cast stone color unless otherwise specified" 12. Grout joints shall be consistent and uniform: 1/4" min or 3/8" maximum width. Joints shall be tooled flush or slightly concave as specified. Raked jointed shall be pointed and tooled as specified. 13. All borders, trims, and molding spans shall consist of equal, uniformly sized pieces. Slivers or unbalanced joint spacing is unacceptable. All corner stones shall be solid castings. Miter joints shall be permitted only where specified. All coping / trim shall terminate or return with appropriately cast pieces. Exposed, cut, or broken ends are unacceptable. 14. Finished surface shall be clean and free of defect, saw cuts, tool marks, chips, cracks, blemishes or stains. All grout stains shall be removed within 24 hours of application. Acids shall not be used to clean finished surfaces unless specified. 15. All horizontal walking surfaces shall have a skid resistant finish, wet or dry. Fill all pores and cavities of natural stone as specified. 16. Sand -set stones shall be a minimum of 2" thick and tightly butt jointed gaps not to exceed 1/16 ". Refer to Section 2180 - Unit pavers for sand -set applications. IT All stone cutting shall be done in designated staging area. Protect all adjacent plant materials, soils and finish surfaces from dust, debris, and construction activity. Dispose of any waste materials in suitable containers away from planting areas. Contractor shall be responsible to remove all cement contaminated soil from the site and replace with clean, approved fill" I8. Stone shall be patched, cleaned and free of chips, blemishes and defects. All cleaners h s all be used in accordance with manufacturers specification. Protect all adjacent plant materials, soils and finish surfaces From runoff / overs ra y of all cleaners. 19. All cast stone shall be finished with a clear, penetrating no -build sealer unless otherwise specified. Submit sealer manufacturers' literature to Architect for approval, No sealer shall be applied until repair, cleaning, inspection and acceptance are completed" 2100 - C NERAL P,4Vi 13 NOTES I, Verif y all paving materials, patterns and Finishes with Owner and Landsca p e Architect. tact. 2. Concrete Unit Pavers - Contractor shall provide a minimum 5' x 5' sample of the specified color blend for each paver pattern specified prior to ordering materials For the job. The paver sample shall be reviewed by the Landscape Architect and Owner For final approval and possible re- proportioning of the color mix. 3. Cast Stone - Contractor shall verify all colors and finishes in writing prior to ordering material. Contractor shall furnish samples of the specified material, profiles and finishes whenever specific manufacturer's are NOT specified. Substitutions will not be allowed unless approved prior to ordering by the Owner and Landscape Architect. 4. Concrete - All concrete products (including cast stone) shall have a minimum compressive strength of 3000 psi or greater as specified" All cast in place concrete shall have 5. Subgrade - All pavement or foundation aubgracle shall be compacted to meet the density requirements as determined by drawings in accordance with the A.A.S.H.T.O. T -ISO Specification. Sub rade h g shall extend 12 inches beyond the proposed edge of pavement. All stumps, roots and other deleterious matter encountered in the preparation of the subgrade shall be removed to a depth of 3 Feet below the finish pavement grade and from within 8 Feet of edge of pavement. If the subgrade is required to be stabilized, the Contractor shall refer to plans prepared by a registered Civil Engineer. 6. Base - All pavement bases to receive vehicular traffic shall be designed by a Civil Engineer retained by Owner and/ or Contractor. All approved limerock base material shall be compacted to not less than 98i per A.A.S.H.T,O. T -iSO specifications. °.lS- - - �'AiiNT AND FINISHES 1. All paint finishes shall receive 100% coverage with a primer/ sealer base coat suitable for the substrate material and application. All Paint finishes shall extend a minimum of 2" below grade where applicable. 2. All surfaces or substrates shall be etched, scarified, pH neutralized and cleaned. Remove all loose or flaking material" Fill or repair all surface defects to match adjacent surface finish or specified texture. Prepare surface according to paint manufacturer's recommendation. 3. Masonry and concrete walls shall receive a coat of masonry primer paint Stucco / masonry shall cure for at least 28 dry days prior to 4. Finish paint shall consist of high -grade latex 100% acrylic paint unless otherwise specified ( is. Sherwin Williams or eq.) Finish paint application shall consist of a minimum of one coat of Finish paint. Follow application instructions as recommended by the Manufacturer unless otherwise noted. 5. Each paint coat shall cure for at least one (1) full dry day prior to the application of the subsequent coat. 6, All paint shall have the maximum allowable recommended mildewcide additive. 1. Contractor shall provide 4'x 4' paint sample panels on site for review and approval by the Owner and / or Landscape Architect. E. All metal shall receive a two coats of corrosion resistant primer appropriate for the material: Unexposed Steel , iron/ ferrous metals - red oxide oil -based primer or approved eq. 9. Final finish shall be subject to visual or other inspections. Entire surface shall be repainted if undercoat or primer is visible. r I LO I1I I 1I hI&- 6050 - OUTDOOR CARPENTRY 1. Materials a. Pressure - treated (PT) lumber Piles - southern yellow pine (SYF) 2,50 CCA (min, retention) Framing and superstructure - 112 SYP, 545, 0.60 CCA Decking, posts and railings - 01, SYP, 545, 0.60 CCA b. Western red cedar (WRC) 01 rough sawn timbers and dimensional boards c. Exotic wood cladding - Plantation grown Teak, "Pau -lope" -other species to be determined, d. Recycled Plastic Board (RPB)- UV resistant, high density polyethylene (HDPE) dimensional boards. Manufactured by Cycle- Masters, Inc. OR EQ. P.O. Box 461, Sweetser, IN, 46981 Ph : 311- 384 -4336 d. Metal fasteners hot - dipped galvanized steel, stainless steel, e. Connection plates: 304 stainless steel plates, galvanized steel "Simpson" ties 2. Dimensional and structural products shall be uniform and free of cracks, splits, checks, loose knots or other defects degrading to weatherability, strength and appearance of the product. 3. Contractor shall verify all colors and finishes with Landscape Architect. Submit samples of each specified RPB for approval prior to ordering. 4. All structures shall be anchored plumb and square to base. Structures shall be designed in accordance with windloads and local codes. 5. Wood products shall not be embedded or restrained on masonry structures or enclosures without adequate clearances and drainage. 6. Pressure - treated (PT) wood sub - structures shall be thru -bolt connected with hot- dipped galvanized bolts or eq.. Stainless steel bolts and Fasteners shall be used as noted. All framing nails, connector plates, ties etc, shall be hot dipped galvanized steel unless otherwise specified. Refer to engineer's fastener schedule for size and spacing. 1. All bolted overhead connections shall be countersunk, sealed and plugged with similar wood plugs or approved filler material. 8. In overhead or exposed conditions, all wood shall be liberally bedded in silicone sealant or eq, bedding material to isolate wood contact from metal plates, anchor bolts, fasteners or masonry members. Externally caulked joints are not an acceptable substitute for proper bedding. 9. All decking, railings or finish surfaces shall be free of splits, tacks, splinters, loose knots, pitch p ockets , p ith hearts or other defects. All joints and connections shall be tight and clean. Round -over or ease all edges unless otherwise specified. 10. All fasteners on decking, railings and finish surfaces shall be counter -sunk Flush or slightly below finish surface. 11. All decorative wood assemblies shall receive at least one coat of primer, stain or seal prior to assembly. Finish coat or touch -up all final assemblies or structures according to finish schedule. 12. All wood steps shall have 3 min. 3/8" wide traction grooves routed into the outer 1/3 of the tread surface. 13WO - 1;O"AIN AND POOL NOTES I. Fountain mechanical, electrical and hydraulic systems shall consist of commercial grade pool/ Fountain equipment as specified by an approved Fountain consultant (listed below) to provide a complete Feature fountain system that operates to the performance standard as specified on the Plans. Fountain Consultant 2, The Equipment List shall include, but not necessarily limited to, the following items: pumps, piping and fittings, auto -Fill, overflow, filters, skimmers, valves, manifolds, timers, controls and control boxes, light fixtures, etc. Fountain/ Pool equipment shall be specified on Fountain consultant's drawings. Substituted equipment shall be approved only within written authorization by Owner and /or Landscape Architect prior to installation. 3. All pool / fountain shells, structures, basins, bowls, etc. shall be enc{ ineered and constructed in accordance with all applicable codes and standards toy the installer, manufacturer, or supplier. The installer's engineer shall furnish a 'Wind load Certification Letter' as required by the building official and copy the Owner and Landscape Architect when applicable. 4. All Work shall be performed in a workman -like manner and shall conform with all applicable national, state and local regulations and codes. 5. The Contractor shall submit sho / engineering drawings for all shells, structures and operating systems to the Landscape A pp y ape rchitect for review and approval prior to construction, Contractor shall notify L ands review Landscape Architect to r ew all molds and casting patterns at a 15% completion level prior to receiving Final approval. 6. All pool shells and water vessels shall be receive a water - proofing membrane, plaster finish or sq.. suitable for underwater / pool use. Water - proofing shall be installed behind all tiles, boulders, stones and other decorative items. Waterproof both sides of all walls subject to negative hydrostatic pressure. Waterproofing material shall be compatible with bonding qualities of substrate and applied decorative finishes. 1. All fastenings pins, plumbing and reinforcing shall be of non - corrosive materials sus able For a chlorine environments. 8. Contractor shall verify that all fixtures, tiles, finishes and grouts are suitable for a pool and/ or chlorine environment. All water proof grouts shall be Fortified with a non- rewettable acrylic additive or other waterproofing /bonding admixture compatible with the intended use. Admix shall be 'Acrylbond' manufactured by the 'Lambert Corp' or eq. and used in accordance with manufacturer's directions. 9. Stone fabricator shall coordinate with Fountain Consultants and contractors to determine necessary clearances and allowances for fountain equipment and structural elements. 10. Contractor shall provide all structures, plumbing, equipment, hook -ups, services, and adjustments necessary to provide a complete and fully operational Fountain system. ll. Fountain mechanical / equipment installer shall include a minimum I year warrantee for all equipment, including any necessary field service and/ or adjustments. 12. All spas shall have a 'Bather accessible' spa cutoff timer within 10' of Spa. 13. All electrical work shall conform to the most recent National Electric Code. 14. All reinforcing steel and metal within 5' of pool shall be grounded with a "8 insulated solid copper wire per code. Bonding shall be in accord with NEC 680 -22. 15. Water supply tap and meter (if required) shall be furnished by Owner. *WO - LANDSCAPE L*I­ITINCt NOTES 1. All wiring, fixtures and installations shall conform to all applicable national, state and local codes and standards For electrical applications. 2 Contractor shall verify all panel sources, switching locations, and controls with the Project Architect/ Engineer. Contractor shall provide shop drawings For electrical circuits in conjunction with the Owner's Electrical Engineer as needed. 3. Typical outdoor electrical service shall consist of ground fault interrupted (GFI) circuits or outlets mounted in approved weather -proof bell boxes. Outlet heights shall be 12" above Finish grades and at least 24" from the edge pavement in planted areas. All conduit/ direct burial wire shall be at least 18" below finish grade or deeper as required by code. 4. Where applicable, the Contractor shall allow For recessed or surface mounted applications with the approval of the Project Architect. 5. Contractor shall meet with landscape architect in field to review electrical and utility corridor routes. Electrical conduits and wires shall avoid areas with large feature palms and trees having large root masses. The Contractor shall be responsible for reviewing and understanding the Planting Plan and avoiding utility conflicts wherever possible. 6. Electrical service connection and meter (as needed) shall be provided by Owner. T All fixtures in road - rights -of- way shall have shields to conceal the light source from on- coming traffic. All lighting shall be aimed away from on- coming traffic. 8. All up -light fixtures shall be set -back a minimum of four (4') feet From the edge of all walks and pavements. 9. Contractor shall stake all fixture locations for review by Landscape Architect prior to setting conduit, j -boxes and /or perma- posts. iO. Contractor shall take into consideration the Fixtures location with respect to existing plant material. IF existing plant material will block the light path, the Landscape Architect shall be called for an alternate location. 11. Contractor shall make Final adjustments to fixture location, lamping and aiming subject to review by Landscape Architect in night -time light test. 12. All Fixtures within ten (10') Feet of water shall connect to GFGI circuits in accordance with the electric code. Fixtures other than line voltage (120v) shall not be located within 10' feet of water. No electrical or lighting fixtures shall be within 5' feet of the water's edge. LEGEND F.F.E. Finish Floor Elevation A.F,F./ B.F.F. Above Finish/ Below Fin. Floor +11.00 Existing Spot Elevation +11.00 Proposed Spot Elevation D.E. / U. E. Slope Gradient/ Direction of Flow i-- 11- -{ Proposed Contours -----_Il __---�, Existing Contours + LP /HP Low /Nigh Point + T /FTG Top of Footing (TOF) + TW Top of Wall Elevation + BC/ TC Bottom/ Top of Curb Elevation + BS/ TS Bottom/ Top of Step Elevation + F.G. Finish Grade + DI RIM EL Drain Inlet Rim Elevation + CB RIM EL Catch Basin Rim Elevation + INV EL. Invert Elevations DP/ PVC Drain Pipe- PVC DP/ HDPE Drain Pipe- High Density Polyethylene Perf DP Perforated Drain Pipe DS Down Spout CO Clean Out KRENT WIELAND DESIGN, INC. -i' r 1! N-Iief-Eii - 1011 Southeast Second Avenue Delray Beach, FL 33444 TEL= (561) 243 -1873 FAX: (561) 243 -1874 E -Ma* designiaikwdesign.net Krwd L Wieland, FL Reg LA xM Cent of AuftxUatlon LC26000275 1� , s EXP.JT Expansion Joint ��. „ ", t ,) � ," r ` 1 CJ Control Joint - sawcut 11 °'" PA Planting Area 1' 0 Existing Tree to Remain �a. �+S �S .. _., f ,f _-, ., �. a1 ��k 11 TG Exist in Tree R, to B� Transplanted or Removed Natural Preserve To Remain Undisturbed L.M.E. Lake Maintenance Easement D.E. / U. E. Drainage / Utility Easement Irr.M. Irrigation Main W.M. Water Main F.M. Force Ma in F.N. Fire Hydrant M valve WMtr. Water Meter (3,F/ I. 0*0 Decorative Street Light Pole - eel or col + ,,_(�_, Decorative Street Light Pole - quad i -(� Decorative Walk Light Pole Is® ShoeBox Street Light Pole - eel or dbl J B / PB ❑ Junction Box / Bo x ell P FPL - SC[]] TR FPL - FPL Switch Cabinet or Transformer P.P./ Lt.P. Power Pole/ Light Pole 45 +32.29 Horizontal Station (hundreds of Feet + feet .decimal feet) - Station graphic scale is approximate P.O.B. Point of Beginning UNO nl U ass noted otherwise s � c , : "I L1111 �1 „ _ 1 ' �� .,_s s , ity `i ' (_ail j ..u&r, FL. 1 1 • 1 t 1 • 0 0 M O-0 0 L E 0 C G 0U__ 0 C 0 .� (3 CO V W=J Cd /� M V 0 01/16/10 Issued to Client Orb /15/10- Issue to Town of Gulf Stre k98M F LWORY COMM NO. 1)0148 PROJ MGR:- SP DRAWN BY- SP CHECKED BY: Hardscape Specification Sheet KRENT WIELAND DESIGN. INC. KRENT WIELAND DESM, INC LANDSCAPE ARCHITECTURE XX Southeast Second Avenue Delay Beach, FL 33444 TEL: (561) 243 -1873 FAX: (561) 243 -1874 E -Mai: design ekw kwign.net Krell L Wieland, FL Reg LA 10.'39 Cott of Au&wftatlon LC26000275 CAUTION: PLEASE NOTE Contractor shall secure all permits required for the work from any state or local departments, utility companies or jurisdiction affected by the work. The Contractor shall have permits In hand' prior to starting work. The Landscape Architect and/ or Owner shall bear no responsibility fw work performed without permitted drawings. The Contractor shall be responsible for all changes to Work, at no additional cost to Owner, as a result of unauthorized work prior to receipt of pemtit. This drawing is an instrument of service copyright c 0010 by Krent Wieland Design, Inc, all rights reserved - it is not to be reproduced in part or in whole without express written permission. Florida registration LA 1039. tErbsteinResidence- 10014R\Drawinas \lssued\20100723 -Rev. to Town of Gulfstream \10014R- PP- 20100723.dw4. 7/26/2010 9:51:39 AM. AM - ALL I LAIN I MA I tKIAL SHALL BE FLORIDA #1 GRADE OR BETTER. - MULCH SHALL BE APPLIED TO A MINIMUM DEPTH OF THREE (3) INCHES IN ALL PLANTING BEDS. - ALL PROHIBITED PLANT SPECIES SHALL BE ERADICATED FROM THE SITE. - ALL LANDSCAPE AREAS SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM, AUTOMATICALLY OPERATED, TO PROVIDE COMPLETE COVERAGE TO ALL PLANT MATERIALS AND GRASS. -SOD AND IRRIGATION SHALL BE PROVIDED WITHIN THE UNPAVED PORTION OF THE RIGHT -OF -WAY ADJACENT TO THE PROPERTY LINE. -THREE (3) PALMS ARE EQUIVALENT TO ONE (1) SHADE TREE. Issued to Town of Gulf Stream 07/23/10 rm u 0 4 8 12 16 20 SCALE 1' -8'0' 03 x.11 -01= • ' 1 ■'' (D Cd O N O ad U- 2 E 5 N o I�� M L W f' COMM • 10014R PROJ MGR. F DRAWN BY: Sf= CHECKED BY- DRAWING i TITLE: Planting Plan Sheet P-1 of X sheets CAUTION: PLEASE NOTE Contractor shall searre all permits required for the work from any state or local departments, utility companies or jurisdiction affected by the work. The Contractor shall have permits 'in hand' prior to starting work. The Landscape Architect and / or Owner shall bear no responsibility for work perfor rred without permitted drawings. The Contractor shall be responsible for all changes to Work, at no additional cost to Owner, as a result of unauthorized work prior to receipt of pem it. This drawing is an instrument of service copyright c 0010 by Krent Wieland Design, Inc, all rights reserved - it is not to be reproduced In part or in whole without express written permission. Florida registration LA 1039. Erbstej nResidence- 10014R\Drawinos \issued\20100723 -Rev. to Town of Gulfstream \10014R- PP- 20100723.dwc, 7/26/2010 10:10:29 AM, AM PLANT SCHEDULE TREES BOTANICAL COMMON GL -RR Bursera 51maruba Relocated Gumbo Limbo Relocated FIC -E FIGU5 spp FICU5- � o Remain Existing To Remain LJ -G LicJustrum japonicum Wax/J- ,panese Privet Standard Multi Stem, Full, Symmetrical Canopy, Minimum 2.5' C.T. LJ -8 LicJustrum japonicum Wax/Japanese Privet Standard Multi Stem, Full, Dense, Symmetrical Canopy, Minimum 3' ct CG -RR P51dlum cattleianum Relocated Strawberry Guava Relocated QV Quercus vircJiniana Southern Live Oak Dense symmetrical head, no scarring - Provide Photo for approval PA CONT CAL h S QTY RELOCATED I EXISTING TO REMAIN 2 B * B 1 .5 "Cal G' G' 5 o RELOCATED Containerized LM TREES BOTANICAL COMMON CONT CN- I OC Cocos nucifera Green Malayan Coconut - Curved B B heavy Caliper, Full, Intact head, ull, Dense Foliage To Base FGI Ficus microcarpa 'Green Island' Green Island FicU5 Dense foliage to base IVS Ilex vomitoria 'Dwarf Schellings' Schellings Dwarf Ilex Full, Dense Foliage To Base VS Viburnum suspensum Sandankwa Viburnum Dense symmetrical folliage, full to base RELOCATED To Match Existing EXISTING RELOCATED EXISTING TO REMAIN RELOCATED 1 .511Cal 8' h 8' G "Cal 14' - I G' h 9 -1 CAL h 10 -1 211 10' GW EXISTING TO REMAIN 1 211 3 2 3 S QTY I8' -22' 4 16'-20' OA G -8' 7 E. 5 0 2 CONT Curved Trunk W DL -RR Dypsis lutescens Relocated Areca Palm 181' Relocated 1811 DL -18 DYPsis lutescens Areca Palm 1211 Full to base, dark green foliage C35 DL -E Dypsis lutescens - Existing Areca Palm 1811 Existing to remain 3 gal@ RE -RR Roystonea elata Relocated Royal Palm 9 Relocated RE -E Roystonea elata- Existing Royal Palm To Remain Existing to Remain SP -RR Sabal palmetto Sabal Palm - Relocated Relocated Sabal Palm SP -E Sabal palmetto - Existing Sabal Palm To Remain Existing To Remain SHRUBS BOTANICAL COMMON CU Coccol oba uvifera Sea Grape Dense forage, Full to base CL -RR Crinum augustum Relocated Crinum Lily Relocated FMN -5 FIGU5 microcarpa nitida Indian Laurel Fig Full, Dense Foliage To Base, Shear To 5' PM -3 Podocarpus macrophyllus make Shrubby Yew Full dense foliage to base, shear to 2.5' OA SHRUB AREAS BOTANICAL COMMON AWB -W Begonia odorata 'Alba' White Angel Wing Begonia t= ull, Dense Foliage To Base FGI Ficus microcarpa 'Green Island' Green Island FicU5 Dense foliage to base IVS Ilex vomitoria 'Dwarf Schellings' Schellings Dwarf Ilex Full, Dense Foliage To Base VS Viburnum suspensum Sandankwa Viburnum Dense symmetrical folliage, full to base RELOCATED To Match Existing EXISTING RELOCATED EXISTING TO REMAIN RELOCATED 1 .511Cal 8' h 8' G "Cal 14' - I G' h 9 -1 CAL h 10 -1 211 10' GW EXISTING TO REMAIN 1 211 3 2 3 S QTY I8' -22' 4 16'-20' OA G -8' 7 E. 5 0 2 CONT H W QTY 3 gal 1811 -2411 181' 107 RELOCATED 28 7 gal 4'-5' 3011 I G2 3 gal 3' 2011 258 CONT H W QTY 3 gal@ 1811 oc 1811 1811 84 3 gal@ I G" oc 1211 1811 C35 3 gal@ 18" oc 1811 1811 G7 3 gal@ 24" oc 2411 1811 9 COMMENTS: I„ o,RE ER.0 ` }t,t , "s ,, U FL skit -I.. Issued to Town of Gulf Stream 07/23/10 KRENT WIELAND n Sit;ti we KRENT WIELAND DESIGN, INC LANDSCAPE ARCHITECTURE 101 Southeast Second Avenue Delray Beach, FL 33444 TEL: (561) 243 -1873 FAX: (561) 243 -1874 E -Mai design alkwdesign.net Krent L Wieland, FL Rep LA 1039 Cert of Authoriza>iion LC26000275 a i_i♦ Cd O � � : - E _O E to �— 00 Cd CV => C'7 (D Cj) { lSStJE HISTORY «. FROJ MGR. 5P D — CHECKED DRAWING TITLE: Plant Schedule Sheet Ps2 of X sheets Specifications for Plant Installation LANDSCAPE SPECIFICATIONS Specifications for: Job Location: 22 PLANT MATERIALS: 33 PLANTING OPERATIONS: Revision May IS, 2005 A. All giant material shall be nursery grown unless otherwise noted. Plants shall be radad Florida No. 1 or better and id be sized as outlined under Grades < Standards for Nurserg Plants, State A. Layout: Location for plants and outlines of areas to be planted are indicated on the Drawings. All 10 GENERAL: Plant Board of Flora. Coconut Palms shall be drawn from certified seed y plant locations shall be staked in the field by the Contractor, to the satisfaction of the Landscape Architect. Notify Landscape Architect and Owner for directions IF installation requires the addition of U DESCRIPTION OF WORK: B. Collected material when specified or approved shall be in good health, free from disease, soil over root balls or hangs roots, or where construction or utilities below ground or overhead are insect or weed infestation. Testing may be required at the discretion of the Lander-ape a Architect encountered, or where changes have been made in the construction A. Extent of landscape development work is shown on the Drawings and in the Schedules, and /or the Owner and shalt be provided at no additional cost. p adjustments will be directed by the Landscape Architect. - DO NOT PROCEED - Necessary B. The work consists of Furnishing all plants, materials, equipment, necessary specialties and labor C. Plants materials must equal or exceed the measurements specified in the plant list, which are the B. All planting holes shall have straight, vertical sides and flat horizontal bottoms. The die OF a required For the installation of plant and other materials as shown on the Drawings and /or in the minimum ndscapaAe acceptable sizes. before selpllants specified toiede as site specimens areto b noted on the y the s hoot shall not be less than twice the diameter of the root ball a 24 inches 16096 mmJ graater4han the Specifications. pp y root balls whichever is smaller. The depth of a hole shall not be deeper than the root ball. The space these plants shall be Florida Fancy. d around the root ball, within the hole, shall be filled with the specified planting soil. Air pockets shall D. Height of plant materials shall be measured from the top of the ball to the top of the plant with native eliminated and the soil compacted by watering. Insure that planting soil is thoroughly mixed with C. Excavation, filling and grading required to establish elevations shown on the Drawings are not g p native soil. specified In this Section. Refer to earthwork Section. branches for fronds) in normal position. Their width shall be measured across the normal spread of the branches for fronds), in cluster type palms the main trunk shall mitt the height requirement l spr a and C. All plants shall be Installed in accordance with the best horticultural practice. Trees and shrubs, 12 REFERENCE PUBLICATIONS: The following standards form a part of the Specifications: 9 except as otherwise specified, shall be set In the proper amount of planting soil in the proper size of A. all other trunks shall be 3/4 or more of the required height unless otherwise noted on the drawings. planting pit as specified above so that the top surface of the root ball will be flush with the final d Florida Department of Agriculture "Grades and Standards for Nursery Plants ", most recent E. Plants that meet the height requirements, specified, but do not have the normal balance of grads grade allowing for 2" (44.1 mm) of mulch Insure adequate percolation. Set plants straight or edition. height and spread typical For the respective plant, shall not be accepted. plumb 4 faced, (n locations shown on the Drawings. Do not distribute excess soil In the planting bids B. American Joint Committee on Horticultural Nomenclature "Standardized Plant Names Dictionary" F. Abbreviations on the Drawings are as follows: after bid plants have been installed. D. Balled and burlapped plants are set with the bottom 1/3 of the planting pit backfilled with existing G. "The Manual of Cultivated Plants" (L.H. Bailey 1949 edition). 845 - indicates field grown plant "ballad and burlapped ". $oli• Remove burlap, rope, wires, etc. from the top of the balls, but do not remove burlap from Cal - indicates the caliper or diameter measured 6" (152.4 mm) above the soil lint until 4" (8g_4 underneath. All material shall be biodegrad the and F material shall encircle the trunk Complete D. The American Standard for Nursery Stock" (19-73 edition)_ mm) diameter then at 12" above the soil line. backfilling with planting soil, then thoroughly mix with native soil and water to remove voids. After CT - indicates clear trunk measurement from top of ball to first branching. planting has been completed, form a well around each plant extending to the limits of the pit. 13 INSTALLER QUALIFICATIONS: CW - indicates clear wood, in palms the distance From the soil line to the lowest living frond leafbase. g E. Container Grown Plants: Container grown plants shall, when delivered, have sufficient growth to hold DBH - indicates the caliper or diameter measured 4 feet (122 meters) above the soil Ifni earth intact when removed from container and shall not be root bound. Plant pits for container A. The Contractor shall be regularly engaged in the installation of living plant material. Labor GW - Greywood, in palms, mature trunk from the ground to the bast of the crown shaft. materials shall be formed flat on the bottom to avoid air pockets at the bottom of root balls and crews shall be controlled and directed by a landscape foreman well versed in landscape OA - indicates overall height from top of ball to the top of current season's growth or the last installation, plant materials, reading blueprints and coordination between the job and nursery and p p containers shall be removed carefully to prevent damage to plant or root syst em. shall be able to communicate with the Owner and the Landscape Architect. open frond (n normal position in alms. Spr. - Indicates spread or the average distance across the average diameter of the F. Backfilling: When the plant pit has been excavated as specified above and the plant has been set, plant branching, the pit shall be backfflled with soil mix to which mycorrhizae and soil bacteria have been added at the B. The Contractor shall be licensed and shall carry any necessary insurance and shall protect the manufactures recommended rates lees 2. 1d). The following minimum rates of soil mix a I t ona- Landscape Architect and Owner against all liabilities, claims or demands for injuries or damage to G. Plant materials in containers shall have a well established root system and shall not be root yard per tree and one cubic yard per fifty shrubs or 200 sr. of planting bed ar pp y half cubic any person or property growing out of the performance of the work under this contract. All g bound. All plant materials not in containers shall be balled and burlapped and dug with a firm sa. workers shall be covered by Workmen's Compensation Insurance. G. Setting Trees and Shrubs: Unless otherwise specified, all trees and shrubs shall be planted in its, natural ball of earth. Balls shall be firmly wrapped with burlap or similar biodegradable materials and bound with twine, cord or wire mesh. The minimum ball sizes will be In accordance with "Grades 4 cantered to such depths that the finished grade level of the plant after settlement shall be the same 1.4 SUBMITTALS: Standards for Nursery Plants ". No plant shall be accepted if the root ball has been cracked or as that at which the plant was grown. They shall be planted upright and Faced to give the best broken. The bails of balled and burlapped plants which cannot be planted Immediately been c deliver appearance or relationship to adjacent structures. Along slopes a soil terrace shall be A. Provide C shall ertifi be Cate rot of In acted inspection from om dr Of p drying winds the r y d and sun. Where symmetry is required, match plants used as p root ball is level. No burlap shall be pulled out from under the balls. Platform, wire and Comply that Plant material as required by governing authorities. nearly as possible to the satisfaction of the Landscape Architect. p binding from top and sides of the balls, shall be removed. All broken and frayed roots shall be cut OFF Gompiy with regulations applicable to landscape materials. cleanly. Soil shall be placed and compacted thoroughly, avoiding injury and shalt roots is shall b B. Before starting work, provide itemized price sd�edule of the work to be performed, Landscapstion; Plant on substitution Lion requests submission obP ho Contractor will be considtrtd b the watering. No filling around trunks or on tap of root balls will be permitted. After y availability issues and certificates of insurance to the Landscape Architect for transmittal to the p y additional soil shall be Filled in to the level of the finished grade allowing for 2" (4 .1 mm d settles, and sizes stifled. Should the specified plant not be avaiis not the enable in Architect g the plant mulch. Owner. type Form a shallow saucer around each plant by placing a ridge of soil along the edge of the plant pit. p this ridge shall be I" 122 mm) high for each 1" 122 mm) caliper of trunk to a maximum " shall determine the nearest equivalent replacement in an obtainable size and Lariat The unit price of the substitute Item shall not exceed the bid item replaced, without approval of the Specimen trees and Palms shall be equipped with temporary !supplemental) irrigation (bubblers) as e C. Label at least one tree and one shrub of each variety with a securely attached waterproof tag Owner. required. bearing legible identification of the botanical and common name. 23 PLANTING SOIL: H. Setting Palms: All palms shall be planted in sand thoroughly washed in drrin Planting operations D. Maintenance instructions: Prior to end of the maintenance period, Furnish three copies of A. Planting soil for trees and shrubs shall be sandy loam and shall contain a 25% mi and with a shallow saucer depression left a g p g p attons written maintenance instructions to the Landscape Architect for transmittal to the Owner For decomposed organic matter. Planting soil shall be free of clay, stones, plants, roots, and ootherof p t the soil Tine for future watering. Saucer arras shall be top maintenance and care of installed plants through their full growing season. foreign materials which might be a hindrance to planting operations or be detrimental to old dressed 2" 144.1 mm) deep with topsoil raked and left in a neat clean manner. plant growth. It shall have a pH between 6.0 and 1.0. Sol] shall be delivered to a loose friable I• Pruning' Remove dead and broken branches from all plant material, Prune to retain typical growth 15 COORDINATION: condition and applied In accordance with the planting specifications. habit of individual species with as much height and spread as is practicable. Make all pruning cuts with a sharp instrument next to branch collar in such a manner as to ensure elimination of stubs. "Headback" A. Coordinate and cooperate with other trades and contractors to enable the work to proceed B. Palm planting soil shall consist of clean sand and back fill. or "Hat Rack" cuts, right angle to line of growth, will not be permitted and trees will not bt poled or as rapidly and efficiently as possible. topped. 2.4 PEAT: B. irrigation work shall normally precede plant installation. Install tries, large 84B material, shrubs weight, 'a Peat at shall be horticultural peat composed of not less than 60� decom lead or snit matter by J. Guying and Staking: Guy and stake all trees, including palms, immediately after planting. Trees less K' organic and ground cover plants before lawns are installed, than I I/2" 138.1 mm) in caliper shall be staked. Stakes shall be clearly marked. Guy all trees I I/2" (38.1 on an oven dried basis. Peat shall be delivered to the sett in a workable condition free from lumps. mm) in caliper and greater but less than 12' OA in 4 directions with double strands of No. 12 galvanized B. Commencement of Ulork +- Landscape Contractor shall notify Landscape Architect at (east 1 days wire attached to approved anchors driven below grade. Trees over 12' OA shall b g 2.5 WATER: lumber stained walnut brown. When securing wires to trees, cover all wires which may comeren h tact with In i advance of scheduled commencement t l work Landscape Contractor shall review plans and/or A. Ulster For planting will be available at the site and shall be provided by the Owner. any part of tree with new rubber hose. Place guys and braces not less than i/3 of the In of tree field layouts with Landscape Architect at least 2 days prior to installation or on the site as above finished grade and above substantial limbs I inch (25.4 mm) In diameter or more, if possible_ All needed. hoses shall be interlocked around tree trunk Guy wires shall be placed In white PVC 5/8" OD sleeves 2.6 COMMERCIAL FERTILIZER: 2/3's Of their length. Place anchors so that guys are equally spared and at 45 degree angles to 1.6 INSPECTION OF SITE: A. Commercial fertilizer shall be an organic (8 -4 -12) fertilizer container nitrogen, Phosphoric acid horizontal. gar guys tight until Substantial Completion. Guying, bracing, staking shall not interfer with and potash. Nitrogen shall be not less than 50% water insoluble. inorganic chemical nitrogen shall use of paved areas. A. Prior to the award of the contract, the Contractor shall acquaint himself with all site conditions. 2 of be derived from not bt sodium m of nitrate. Iron Fertilizers shaalillbbei the stied todihe ai' n °t be lass than Should utilities or other improvements not shown on the Drawings be found during excavations, original containers, each blaring the manufacturer's guaranteed analysis. Submit t K. on staking palms and broadleaf trees, se naffs or other fasteners shall directly penetrate the trunks. to unopened in Contractor shall promptly notify the Landscape Architect or Owner for instructions as to further manufacturer's guaranteed analysis and proof of delivery. Any fertilizer that becomes caked or trees battens 12 Inches !304.8 mm) long, separated from trunk by burlap - attached to the trunk of the action. Failure to do so will make Contractor liable for any and all damage arising from his otherwise damaged is unacceptable. a copy of the trees with metal banding. Stakes and braces shall be clearly marked and can only be nailed to the operations subsequent to discovery of such utilities not shown on Drawings. wooden battens. Alternate methods of guying or staking may be employed with the prior approval of the Landscape Architect. 2.-7 MISCELLANEOUS LANDSCAPE MATERIALS: 1.1 PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS: A. Mulch: Except as otherwise specified, mulch shall be shredded cypress bark mulch -grade "A ". t L. Mulching: All tress and shrub beds shall be mulched immediately after planting, to a 3 inch (162 mm) .4 mm) in diameter, stones or other foreign n material depth, with a mulch approved by the Landscape Architect. It shall not contain sticks larger than 1 Inch (25 Prevent wind displacement of mulch by A. The Contractor shall provide, install and maintain the of necessary precautions to protect all that will prevent its eventual decay. This shall be applied to all planted areas wharegindicated so thoroughly wetting down. persons and property, including the general public From harm or injury due to the work that, after installation, the mulch thickness will not be less than 3" (162 mm). M. Planters: Place filtration/separation o consisting fabric over 4" drain gravel and fill with a minimum B. The Contractor shall take precautions to protect existing site conditions. Should damage be B. Gravel Mulch: Use only where specifically indicated on the plans of the size and type of 16" deep shown. planting soil mixture consisting of 5 parts course sand, 2 parts peat humus, and 3 arts incurred, the Contractor shall repair the damage to its original condition at no additional charge. Unless otherwise specified It shall be water -worn, hard, durable gravel, washed free oloam, sand, micro organisms, see 2.-7D. Place soil in lightly compacted layers to an elevation 1pl /2 inches bark C38.1 mmh clay and other foreign substances. It shall be a minimum of 2" (442 mm) deep and shall be below top of planters allowing for natural settlement. 1.8 CHANGES IN THE WORK: contained with gravel stops. It shall be a maximum of 1 -i12" (36.1 mm), a minimum of 3/4" (19 mm) and of a readily - available natural gravel color range. N. Annual or seasonal color beds: Remove 8" to 10" (254 mm) of soil and replace with planting soil r The Owner reserves the right to substitute, add or delete any material or work as the work C. Braces, Stakes and Gzuys: Provide bracts, stakes and deadman of sound new hardwood or mixture consisting of 2 parts top soil, 1 part pine bark mulch (1/2" (12.1 mm) pieces), 1 part course sand progresses. Adjustment to the Contract Sum shall be negotiated prior to execution. When unit treated softwood, free of knot holes and other defects. Provide wire ties and guys of two- and 5 pounds (18662 kg) composted cow manure per cubic yard (.16455 cubic meters). prices have been established, they shaft prevail_ 9 y O. Excess Excavated Soil: Excess excavated soil generated by planting operations shall be removed strand, twisted, pliable gaivanized ion wire not lighter than 12 gauge. Provide new hose out to 1.9 OWNERS OBSERVATION: required lengths to protect tree trunks from damage by wires. Hose shall be not less than 1/2„ from the site by the Contractor and OFF OF the owner's property at no additional expense to the Owner- (12.1 wner-(12.1 mm) dia. Rebar stakes shaIf not be used_ A. The Landscape Architect or Owner assumes no responsibility in the supervision or inspection of pp F. Relocation of Existing Material: Landscape contractor shall root prune trees which are to be D. Microbial Additives: Ana roved inoculate blend containing a minimum of eight strains of ergo reduced and be rov' relocated in accordance with approved horticultural practices. The relocated plant shall have fol(a e the work involved in the execution of this contract beyond observation to insure, to the Owner's and scto mycorrhizae with a minimum of 10ID,000 and IIID million spores per pound respectively such et Pro p g Satisfaction, that the r D awin s and Ids d ' as Mycostim by Organic Laboratories, Inc. and an approved inoculate blend containing a minimum of with supplemental irrigation to the remaining leaf surface. Coordinate and Drawings eciftcations are being properly interpreted. This g Project Architects approval of exact new location observation and checking will not relieve the Contractor of any responsibility for the performance 45 beneficial soil bacteria including Trichoderm and Gitocladtum with a minimum concentration of of his work in accordance with the Drawings and the Sptc(fications lincludin lantin de th or 100 billion CFU per pound such as PGA Pius by Organics, Inc. Apply at manufactures recommended 34aSOD (When Applicable) other deficiencies). g p 9 p rates. Material shall be delivered to the site unopened in original containers, each staring the manufacturer's guaranteed analysis. Submit a copy of the manufacturer's guaranteed analysis and $. The Landscape Architect and Owner reserve the right to reject any portion of the work proof of delivery. Any inoculants that becomes caked or otherwise damaged is unacceptable and A. Unisss otherwise spectftad on the Drawings, sod shall be St. Augustine grass - Florham. The sod area material or workmanship which does not conform to the Contract Documents. Rejected work shall shalt not be used. p shall be all areas not otherwise identified and shall include the area beyond the property line to the be removed and /or corrected at the earliest possible time and prior to final payment. 30 EXECUTION edge of pavement and /or the edge of water. 1.10 JOB CONDITIONS: C. Fine Grading 4 Drainage: it shall be the responsibility of the Contractor to Finish (fine) grade all 3.1 SITE PREPARATION: landscape areas, eliminating all bumps, depressions, sticks, stones and other debris to the satisfactlon A. Erosion Control_ All erosion control measures are to be constructed to meet field conditions OF the Landscape Architect, prior to the application of sod. A. Obstructions: The Contractor shall exercise care in digging and other work so as not to at the time of construction and prior to any grading or disturbances of existing surface material damage existing work including underground pipes, sprinklers, control cables and hydrants of on site. All sediment will be prevented from entering any storm drainage system through the use of buitdin a water( D. Contractor shalt en responsible for providing and maintaining i positive drainage flows away from all nd systems. Should such overhead or underground obstruction be encountered which silt fences, straw bales, gravel, boards or other applicable methods. The Contractor shall be Interferes with planting, the Landscape Architect shall be consulted and will adjust the location of p mitigating g and pavements to the appropriate discharge or collection points. IF supplemental topsoil is to plants to clear such obstructions. The Contractor shall be responsible for the immediate repair of responsible a for mitt stir all sediment leaving the site and taking appropriate corrective be spread, no sod shall be laid until the depth of this soil has been approved. Grade shall be measures. Sediment control measures shall be in working order after each day. adjusted to create a smooth transition between new and existing sod areas. any damage caused by his work B. Bought Grading d Drainage. The Contractor shall verify all existing grades in the field and E. Quantities: Any quantities shown on the Drawings or given in the Plant List are intended for the B. After notice to proceed the contractor shall complete landscape work as rapidly as portions report any discrepancies immediately to the Landscape Architect. The Contractor shall field convenience and as a guide for the bidder and does not relieve the bidder of his responsibility p y p responsible for providing positive site drainage away from all structures in cludin but not limited do a comprehensive plant take offs noted d from the Drawings or in the field. final ct quern quantities of of site become available. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. g responsible for sodding all areas as noted on drawings. Contractor shall verify all final sod quantities to planters, courtyard planting areas, hardscape surfaces and arc hitectuai elements. It shall be the General Contractors responsibilty to provide drainage, proper swailing, downspouts and all water in the field prior to ordering, including any necessary adjustments for shrinkage /coverage variables. G. Coordinate landscape and planting work with the irrigation (sprinkler) system and sod installers retention rt dareas as required or outside the limits ofdork shall grading by fine tom completed, all landscape Installer shall insure that n° plantings will interfere with the proper functioning of the di mulching re directed by the Landscape Architect. p F. Quantity: Sod shall to graded or better. Sod shall bt loam or muck grown with a firm, full texture y g d and seeding and good root dtvalopmant. Sod shall be thick healthy and free from defects and debris firm, f including sprinkler system. Where circumstances seem to Justify his doing so, the landscape installer shall but not limited to dead thatch, insects, fungus, diseases and contamination by weeds, other rase point out to the irrigation installer situations where minor adjustment or relocation or addition of G. Fins Grading 4 Drainage. it shall be the responsibility of the Contractor to finish grads (min. 6" sprinkler heads may be most beneficial for the planting as a whole. below adjacent RIFE-). Fintah grades in planting areas shall be one Inch lower than ads acent varitttes or objectionable plant material. 9 paving and are to include two Inches of mulching and four inches of planting soil. New earthwork G. Sod places shall be 16" x 24" minimum size in unbroken, cohesive sections. D. irrigation- the Landscape contractor shall verify athe installation of an automatic sprinkler shall blend smoothly into existing earthwork, and grades shall pitch evenly between spot grades, H. system to cover 100% OF the specified landscape areas Including all planting islands, isolated p All planted areas must itch to drain at a minimum slope of I/4" per Foot. An discrepancies not Before being cut and lifted, the sod shall have stir mowed at least three times with a lawn mower, beds ans sodded areas. y p with the Final mowing not more than -7 days before the sod is out. allowing this to occur shall be reported to the Landscape Architect prior to continuing work E. Sight triangles: Chock an adhere to local coats as a minimum all plant material Iocatied within a D. Berming_ Berming shall not be placed within 10' of any existing tree nor will it be allowed to 1. Solid sod shall be laid with closely abutting Joints with a tamped or rolled, triangle (15'(4512 meters) on 2 sides) formed by traffic intersection points shall be trimmed and crouch upon any utility, drainage, or maintenances easment. Barming shall not (m ede or obstruct the responsibility of the Contractor to bring the sod edgy in a neat, san seer surface. ed e of maintained to provide a visual opening between 3' 1.9144m) and 6' (1.8288m). any necessary swains needed to drain other areas fo the property. p paving and shrub areas. If, to the opinion of the Landscape Architect, top - dressing is necessary ery after roiling, clean sand will be evenly applied over the entire surface and thoroughly washed in without 1.11 ACCEPTANCE: E. Removal OF Rubbish: Should any objectionable materials such as stones or construction debris additional charge. be encountered during planting operations, they shall be promptly removed from the site b the A Early acceptance of the work may be obtained for approved phases or when the time between landscape encountered y J. Sad along slopes shall a pegged to hold sod in place along slopes or banks a wood peg commencement of the work and substantial completion exceeds 90 days (at no fault of the acceptable to the Landscape Architect shall be used at no additional cost to the Owner. contractor). Early acceptance of work requiring an inspection of the completed landscape work 32 PROTECTION OF PLANTS: by the Landscape Architect and /or the Owner. Maintenance and guarantee periods far the phase 'A- Root Protection: Bgalled and burlapped plants: plants designated "548" (balled and 3-5 CLEAN UP: or area shat] commence with such early acceptance encompass u )the fibrous and with firm natural ferlI root balls ystem, necessary forifullll recovery of and depth to shall A. Sweep and wash paved surfaces. G. Substantial Completion of the Work is the point in construction is sufficiently complete, in be firmly wrapped with burlap or similar materials and bound with twine, cord, or wire mesh. All collected !ants other than Cabbage Palms CSdbdl palmetto) shall be balled and burlapped. fl Removes planting debris from project sits. insure all plant material is free of damaged brancl•les, accordance with the Contract Documents and the Landscape Architects certification that the pp flagging tape and other temporary materials. Owner can utilize the work as intended. B. Container Grown Plants: Plants grown to containers will be accepted as "845", providing that C. Lawn areas damaged by planting operations shall be repaired at once by proper stag bed all other specified requirements are met. Container grown plants shall meet plant sizes as D. Final Completion is the completion of all work included in the Contract Documents except the specified on the plant list and on the Drawings, and shall not be governed by container sizes. preparation, fertilizing and seeding or sodding in accordance with these specifications. Contractors responsibility to correct the work to the satisfaction of the Owner and the Landscape „ p Minimum root balls of container grown material shall be no more than 25q less proporttonatel than Architect. that stated in Graders 4 Standards" for nursery plants. These plants shall have been grown in the D. Walks, drainage pipes or other structures damaged by this Contractor shall ba repaired with container for a maximum of two years prior to installation and shall exhibit a Fully developed root comparable materials and workmanship as the original. 1.1 system throughout o circi(n roughout when removed From the container. There shall be 2 CORRECTION OF THE WORK: g roots. 3.6 MAINTENANCE: C. Protection During Transporting: All plant material shall be protected from possible bark injury A. Begin maintenance immediatei after each or breakages ur branches. All plants transported by open trucks shall be adequately covered to acceptance. Areas y h item is planted and continua until Final A. For a period of twelve months from the date of acceptance, all new plant materials except prevent windburn, drying . damages to plants. inspection and grass shall be alive and healthy, upright and in satisfactory growth for each specific kind of plant. p eas completed under Early Acceptance" of the work or approved phases of the work shall be maintained for an additional 90 days or until final acceptance of the work which ever occurs There shall be no signs of nutrient deficiency, disease or insect growth For each Infestations. D. Protection After Delivery: Plants which cannot be planted fmmediataly on dativery to the site fist_ shall be covered with moist soil, mulch, or other protection from the drying of wind and sun. All B. Plants which are rejected shall be replaced or corrected within two weeks of rejection. y�,., B. Maintain a healthy �rowinq conditlp(1 Replacement material shalt be the same species, alza and quality as C211ed For in the Contract. d giants shall be watered as necessary until planted. Storage period shall npt �XGBUrGJ �Z ilVurg, WdtGrll1 y 9 prun►flg spraying, Weeding, trOWing, In9eci treatment, new correction of Atha work period or swerve months shall begin upon replacement and acceptance pp di'Sedse treatment, micro Organisms applications and other necessar maintenance by the Landscape Architect of all replacement plants, this includes plants which are discovered at E. Protection of Palms ell, A Itcable): Only a minimum of fronds shall bt removed from the crown y operations. Of the palm trees to Facilitate moving and handling. Cabbages Palms shell re "Hurricane Cut ". Clear any time to have been planted at an improper depth. trunk shall be as specified after the minimum n fronds have been removed. Cabbage Palms shall C All tress shall be chap- watered for a period of ninety days after installation. be taken from moist, "black" growing areas. All burn marks on Cabbage Palm trunks shall be D. Replace impaired or dead plants promptly. Do not wait until near the end of the correction of the C. The installer shall repair damages to other plants or lawns during plant replacement at no cost to the Owner. removed, however excessive grinding will not be accepted. work period to make replacements of plants which have become unacceptable. F. Protection During Planting: Trees moved by winch or crane shall be thoroughly protected from E. Inspect plants at least once a week and perform maintenance promptly with no additional cost D. Plants which have been approved and subsequently die or are damaged by washout, wind methods. chain marks, girdling or bark slippage by means of burlap, wood battens or other approved owner. storm, traffic, vandalism, or demonstrable failure of the Owner to maintain after Substantial to the Completion of the Work is not covered (n this correction of the work provision F. Keep planting saucers and beds free of weeds, grass, and other undesirable vegetation G. Plants that show girdling or bark slippage or other damage are unacceptable. G. Remove soil ridges from around watering basins prior to and of maintenance period, as directed by 2.0 PRODUCTS Lands growth. 2.1 MATERIALS LIST: Contractor shall CAUTION: rt�lrep.LEAS" NOTE I 11,11:11 , III 1� departments, utility companies oriurisdic ion affected by the work. The Contractor A. Plant species and size shalt conform with the Plant List and information noted on the Drawin g g• shall have permits 1n hand" prior to starting work. The Landscape Arch'tect and/ or Owner shall bear no responsibility for work performed without pertnittad drawings. to B. The quantities given in the Plant List are intended for the convenience and as a guide for the Thecontractorshallberesponsibleforallchangeser Work, at no additional cost to owner as a result of unauthorized work prior to receipt of permit. bidder and does not relieve the bidder of his responsibility to do a comprehensive plant take Off from the Drawings. Information on the drawings control. This drawing is an instrument of service copyright c (?010 by Krent Wieland Design, Inc, all rights reserved - it is not to be reproduced in part or in whole without express written permission. Florida registration LA 1039. I I I n3 u ET ROOT COLLAR 2" ABOVE LEVATION OF EXISTING GRADE °ROVIDE 2' EARTH SALICER F ROOT BALL FROM TOP I/3 LC 44 4 PLANTING MX. f SPECIFIED HOROUGHLY JET 4 WASH M SILL TO ELIMINATE AIR POCKET MP BOTTOM OF PLANTING HOLE MINIMIZE SETTLING Shrub Plantin A - - n.ts. t REMAINING SHRUBS ARE FILLED M O O O t BEHIND THE FRONT SHIM 0 t y: r. LAYO UT UT OF: SHRUBS, AT THE PLANTING , : . .. o "" * � - CONTINUOUS, LIFE BEST FACE OFISHIR B # .... TO FACE FRONT OF PLANTING BED O � ` -t t . . �i :: . + ,.I- .:. MAINTAIN �' 'DEAD ZONE' AT PLANT BED EDGE t a: i ry • ~ . • -4,-..-*.' - ,•.." " ' ' .. KEEP LIRIOPE SET OFF FROM SHRUB } .. - ,• MASS IS" MIN. AS, SHOWN. SOD, USE ROLLER TO SMOOTH FINISH SURFACE o Shrub / Groundcover Layout nts. C E 04 GRADE STAINLESS STEEL EYE BOLT(94) Lou LONG LAG SWAN 1CFWW C>WACTLY TO FRAMING ME -MWR 9WVIDE PLASTIC OR LEAP Side D M MASONRY APPLICATION 1/4' ILV. III RES F T�8(Ed.ACIG OR YE1H1 LEh1E) 3 LOOPS OF 48 COATED WIRE (ELECTRICAL WIPE) NaMs DO NOT WRAP OR CINCH TIES TII R6 �DIEFIpG�I��US LOOPS TO PILLOW FUTURE GRI AND PREVENT GIRDLING Vine Attachment n.t s. CURVE of TALLER PALMS SHALL ORIENT RADIALLY OUTWARD FROM CENTER OF CLUSTER NQM LL CENTRAL CORE • , ` 2 LEAN OF 'S' CURVED TYP. PLAN TRlAdCB W% OF PALMS SHALL HAVE sSs- CURVED TRUNKS BOOTED SABALS AND CHINESE FAM THROUC MM RANDOMLY SEE PLANT LIST /CHART FOR SABAL HEAD COMPOSITION NOTE= SABALS SHALL NOT BE LEANED TOWARD HOMES OR STRUCTURES NOTE: CONTRACTOR SHALL CONSTRUCT ONE COMPLETE SABAL HEAD FOR REv1EW 4 APPROVAL OF LANDSCAPE ARCHITECT PRIOR TO MASS PLANTING. ALL SABAL HEADS ARE SUBJECT To REVIEW BY LANDSCAPE ARCHITECT. CONTRACT INSTALLED PRICE SHALL NCLUDE ADJUSTMENT OF LEAN OF TREES A F�i CCOMM` ENDED BY LANDSCAPE ARC p0 . . - - QOoOQ'd� _ '- _ _ � - - \ .:• r '�11 ^,� - y /'�.' - - 4,.,, .,,,- t�rU` . / .". - �~ ' _.• ' i f' ,- i! '1 -`�! III 1 - . �> •�i 11, go r * "I . . . - '�: R i fit- `�1 " - - -.. . i 11 - - IIII . - _ . . -..- - - I. l _ - ORM T fAILILED PRICE SHALL ELUDE ADJUSTMENT OF LEAN OF TREES AS REC VI"IMENDED BY LANDSCAPE ARCHITECT. Sabel Head w Path n.t.s. If COMMENTS 0/) 11 U 4/ =V,140 i/ IIIIIIIII11M,"1 NOTE: CONTRACTOR SHALL VERIFY PERCOLATION OF ALL TIME PITS PRIOR TO PLANTING GUY ALL TREES TO 12' HT X 6' SPD "BRACE ALL LARGER TREES. RUBBER HOSE WIRE WRAP ABOVE FIRST BRACC 41W (4) GUYS (MIND PER TREE -2 STRANDS H -146A, WIRE, TWISTED SNUG, PER GUY -FLAG EA, GUY. 0 . , SET ROOT COLLAR 3N-411 ABOVE � 91 EVATION OF EXISTING GRADE - ", - EARTH SAUCER 1, REMOVE BURLAP FROM 1/3 l - _ .- ALL REMOVE ALL / ... i - "' - I _ • • :• . IBACKFILL TO ELIMINATE AIR POCKET ` KRENT WIELAND DESIGN, INC. KRENT WIELAND DESIGN, INC LANDSCAPE ARCHITECTURE 101 Southeast Second Avenue D4*ay Beach, FL 33444 TEL: (561) 243 -1673 FAX: (561) 243 -1874 E -Mail: designekwdeogn.net Krent L R Cent. Of Authorkation�LC2 1039 6000275 1=1 I 1 =1 I l- - ro BILL' TREE ANCHORS :, - II I =1 I I- I -III OR EQUIV. 7 t' 1 -I I -I I I_ 14ti _ _ NOTE: ALL StAKEB SHALL BE ', -y �-) 11 I I I - - I i 1 =1 I I- EMBEDDED BELOW FM GRADE Ii' � ' I 1 =1 I- TAMP BOTTOM OF PLgNTMG HOLE TO MINIMIZE SETTLING �1, °��'� ' Aar.,....... _ NOTE: VERIFY PLANTING DEPTHS M ALL AREAS ADJACENT TO PA,, Q) () C: a) �0 o 1111111111111111111� ca 0) fr �1 Tree Planti l /1****' "�\ Palm Planti and Guvi n.t.s. "HURRICANE" CUT SABAL HEADS "SLICK* TRUNK SHALL BE CLEAR AND FREE FROM D BARN MARKS CTS, SCARS AN *BOOTED' TRUI`lK6 L HAVE CLEAN, INTACT FRONDSHALBODTS FIRMLY ATTACHED TO BASE OF TREE WRAP? TRUNK LLV 2 LAYERS OF BLfty (4)-2 X 4 X ie' BATTENS BANDED SECURELY To TF4W (4)-2 X 4 WOOD BRACES, FREE FROM KNOB, CRACKS OR OTHER STRUGT'L DEFECT -NAIL TO BATTEN, -NO NAILS SHALL PIERCE TRUNK OF TREE (4) 2 X 4 X 24' WOOD STAKES -NAIL TO BRACES BACKFILL SABALS W/ CLEAN SAND BACKFNOUE INTO TREE PIT TO ELIMINATE AIR POCKETS. PROVIDE 6" EARTH SAUCER TAMP BOTTOM OF PLANTING HOLE t0 MINIMIZE SETTLING and Stakin 19 .-IIIII n. t.& 0) co L W 'O 0 0 0 W M: .. 0 E O O 0 U- 2 L- G Co 0 ._. 5 V CO V W Cd CO ('3 ' CM C3 ', ,t k l v " �' 4 - zw rani j. a 4 l'1 tat: K UONT �u ..S (, a e 3 Res,4 Te'% E eryfjf 1 jai Y,, COMM NO. 104148 PROJ MM. SP DRAWN BY: SP CHECKED By- 11-1- Path Planting n.t.s. FInwNO mom: Planting Specrficafions Issuedto Town Snit �inResidence- 10014RiDrawinosllssued120100723 -Rev. to Town of Gulfstream110014R- PP- 20100723.dwo• 7/26/2010 9:51:57 AM. AM of Gulf Stream _ r1i /nn /.4^ P - '9 FUTURE GENERATOR TO E UNDER SEPRARTE pERMll 0 x U) 4t x GUEST SUITE ll'-O' C.H. 1:1 El El El I FF -71 1 A302 �N BU[LT IN . . . . . . . . . . . . . . . . . . . . . . ANTRY =77=- 1 1 i�lml FAMILY 1T -0" C.H. C.H. FOYER LLr\ F UP - --------------- A- I I LL� DINING 11' -0" C.H. BUTLE -Q T ��O�OR FL PLAN "A? - - - ---------- - �N BU[LT IN . . . . . . . . . . . . . . . . . . . . . . ANTRY =77=- 1 1 i�lml FAMILY 1T -0" C.H. C.H. FOYER LLr\ F UP - --------------- A- I I LL� DINING 11' -0" C.H. BUTLE -Q T ��O�OR FL PLAN u 3 A302 1 A302 2 A302 2 A301 3/16 " =1' -0" M'Amm 1 A301 =11.1" 7¢ r � M N W W W 0 .j L& a� F- v W V� Q Q� W L J � L Om Z of O ;n .REVISIONS BY DATE FLOOR PLANS - - - -- CML --- - 05 -21 -10 BLDG. ELEVATIONS - - -- --- ----- ------ ----------- --- - - --- -- - - - - -- - - - -- CML - -- - --- ------ - - - - -- 05 -26 -10 PRE- APPLICATION — --- - - -- CML - - ----------------- 06-01 -10 -SITE PLAN REVIEW - -- - -- -- -- CML ---- - - ------ - 06 -13-10 -SITE PLAN REVIEW ------ - -- LAT - -- ------ -- - - -- ---- 07 -15-10 W °p U N � � w OR D QLL W Q Z LLJ� W c~n _j U_ J C� U) Z) m (D ry 00 W M ��cpp �N1 W OR i 1 ��cpp �N1 W u TRELLIS 2 A302 ROOF PLAN 3/16"=1'-0" i1 "14 'RECEIVEDe ,jo GIA" F L CN 11 ui w ui 1- 55 06 M uj N .1 ui U. .j M 0 LL 0 z 0 0 LL REVISIONS BY DATE FLOOR PLANS BLDG. ELEVATIONS --------------- --------------------------------------- FIRE-APPLICATION CML CML ---------------- CML 05-21-10 05-26-10 ----- ---------------- 06-01-10 -SITE PLAN REVIEW SITE ------------------------------------ ---- --------------------- PLAN REVIEW CML LAT 06-15-10 ----------------------- 07-15-10 ------------------ - --------------------- - ---------- ---------- ----- ----------------------- 0 r) i LU 00 U CNIJ Z o LU I 0 r) i 10: < o - W�a < s. 2 < Lu of Z�� F- Lij U) F— LL c� C/) cn CD 0� 00 00 Lu M 777777777� FL-MM05 HRM-AA00-'UV z �"P 11 wo.l. Mimi Pop" 10: s. 777777777� FL-MM05 HRM-AA00-'UV z �"P 11 wo.l. Mimi Pop" 10: 777777777� FL-MM05 HRM-AA00-'UV z �"P CEMENT FLAT ROOF TILE, TYP. SM-1 STUCCO AALLS, TYP. Elm] 0 NMI No, ,III m Ell E ulll=l=l 1=11 It I (D REMONS BY DATE A -FLOOR PLANS . ............. 05-21-10 CHIMNEY C? A BLDG. ELEVATIONS CML 05-28-10 CV A -PRE-APPLICATION CML 064M-10 L-SITE PLAN REVIEW CML 06-15-10 mg. ..... . -SITE PLAN REVIEW LAT -.7 - m UPPER Alk EAVE W.P. _0 EL. OT -0" L. 0' (DATUM +9.98'NGVIY;) K., -- ------- - --- UJI I 7777�__ , b) V. uu CEMENT FLAT ROOF TILE, TYP. SM-1 STUCCO AALLS, TYP. Elm] 0 NMI No, ,III m Ell E ulll=l=l 1=11 It I (D REMONS BY DATE A -FLOOR PLANS CML 05-21-10 CHIMNEY C? A BLDG. ELEVATIONS CML 05-28-10 CV A -PRE-APPLICATION CML 064M-10 L-SITE PLAN REVIEW CML 06-15-10 mg. ..... . -SITE PLAN REVIEW LAT 07-16-10 m UPPER Alk EAVE W.P. _0 EL. OT -0" L. 0' (DATUM +9.98'NGVIY;) at u UJI I 7777�__ , b) V. uu _c. > I MAX ROOF FEATURES HT. LU EL.+35'0" A.F.F. 9 om MAX. UPPER ROOF HT. EL.+30'0"A.F.F. Lu STUCCO CHIMNEY C? Ak T.O.B. EL.+224" A.F.F. MAX. LOWER4KX)F44T—. UPPER Alk EAVE W.P. _0 EL. OT -0" L. 0' (DATUM +9.98'NGVIY;) EL.+21'-9" A.F.F. u UJI I 7777�__ , b) — — ----------- __QD LOUVERED PANELS BU IL DI NG E LE VA T�l O�N (NORTH) / 3/16"=1'-0" \IF EL. -1-0" f n _* 'gmg mm g, ­0 zou. 7 z— ao . . . . . . . . . . . . WOOD LOUVERED PANELS AT GARAGE DOORS WOOD GATE WOOD LOUVERED PANELS BUILDING ELEVATION (EAST 3/16"=1'-0" Alk LOWER EAVE WP. SEAL EL.+101 5"A.F.F. � IT OL FIRST FLOOR \4F EL 0'-0" (DATUM +9 98'N(-Vr STUCCO WALLS, TYP. GARAGE FL—MM05 FMM—A"313W EL. -l'O" ll:- I RE ED* i4 a AL 00iff '601 6­'h4��,'t FL Lu FIRST FLOOR OR _0 EL. OT -0" L. 0' (DATUM +9.98'NGVIY;) 4\ GARAGE \IF EL. -1-0" f n _* 'gmg mm g, ­0 zou. 7 z— ao . . . . . . . . . . . . WOOD LOUVERED PANELS AT GARAGE DOORS WOOD GATE WOOD LOUVERED PANELS BUILDING ELEVATION (EAST 3/16"=1'-0" Alk LOWER EAVE WP. SEAL EL.+101 5"A.F.F. � IT OL FIRST FLOOR \4F EL 0'-0" (DATUM +9 98'N(-Vr STUCCO WALLS, TYP. GARAGE FL—MM05 FMM—A"313W EL. -l'O" ll:- I RE ED* i4 a AL 00iff '601 6­'h4��,'t FL 12 EL. 0'-0" (DATUM +9.98'NGV[) Ak —GARAGE "iF BUILDING ELEVATION (WEST) EL. -1'0" ........................... MAX. LOWER ROOF HT. EL. +22'-0" w UPPER L., PPER EAVE W.P. SFAL EL.+21'-9" A.F.F. b) A] m BUILDING ELEVATION (GU 3/16"=l'-O" 12 . . ........... EST HOUSE NORTH) --A[N 5EGQND FLOOR (T.O.S.) �-JEL.+13'0"A.F.F. T.O.B. EL.+l 1'0" A.F.F. T.O.B. EL.+10'5"A.F.F. --Ak, FIRST FLOOR EL. 0'-0" (DATUM +9.98'NGV GARAGE EL. -l'O" RE CE IV ED ow i'U'L z Ell IrAw't"13,04f Qmtit �-am mi, F9' P, 5 FMM-AA003379 .1 30 ;4