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09 28 2023 Agenda with back-up
September 22, 2023 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBERS: Robert Canfield Curtiss Roach Jorgette Smith ALTERNATE MEMBERS: Michael Greene Amanda Jones Teri Power REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, SEPTEMBER 28, 2023, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order II. Roll Call III. Minutes A. Regular Meeting of July 27, 2023 IV. Additions, withdrawals, deferrals, arrangement of agenda items V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. October 26, 2023, at 8:30 A.M. b. November 16, 2023, at 8:30 A.M. c. December 28, 2023, at 8:30 A.M. VI. Public Hearing A. Declaration of Ex-Parte Communication B. Administer Oaths C. Application for Development Approval 1. An application submitted by Carol Perez, AGT Land, P.A., as Agent for The Little Club, owner of the property located at 100 Little Club Road, Gulf Stream, Florida, legally described as GULFSTREAM CO PL SHOWING PROPERTY OF PT OF PL IN 34-45-43 (LESS NLY 249.41 FT OF ELY 148.83 FT, N 680 FT OF S 1085.43 FT OF E 140 FT, N 190 FT OF S 405.43 FT OF E 220.95 FT, HILLSIDE HOUSE OF GULF STREAM CONDO & LAS CASITAS INC) & 34-45-43, S 215.43 FT OF W 281.15 FT OF E 502.10 FT. a. Level II Architectural/Site Plan Review to permit landscape renovation of parking lot. 2. An application submitted by Paul Courchene, Courchene Development Corporation, owner of the property located at 2915 Bluewater Cove (Lot 3), Gulf Stream, Florida, legally described as PLACE AU SOLEIL ADDITION NO 2 LT 3. a. Level III Architectural/Site Plan Review to permit construction of a new one-story 4,233 sq. ft. Gulf Stream Bermuda single family home, including new landscape and hardscape, a two-car garage and swimming pool. 3. An application submitted by Paul Courchene, Courchene Development Corporation, owner of the property located at 2917 Bluewater Cove (Lot 4), Gulf Stream, Florida, legally described as PLACE AU SOLEIL ADDITION NO 2 LT 4. a. Level III Architectural/Site Plan Review to permit construction of a new one-story 4,177 sq. ft. Anglo AGENDA CONTINUED Caribbean single family home, including new landscape and hardscape, a two-car garage and swimming pool. 4. An application submitted by Paul Courchene, Courchene Development Corporation, owner of the property located at 2914 Bluewater Cove (Lot 13), Gulf Stream, Florida, legally described as PLACE AU SOLEIL ADDITION NO 2 LT 13. a. Level III Architectural/Site Plan Review to permit construction of a new one-story 4,138 sq. ft. Georgian style single family home, including new landscape and hardscape, a two-car garage and swimming pool. 5. An application submitted by Paul Courchene, Courchene Development Corporation, owner of the property located at 2916 Bluewater Cove (Lot 12), Gulf Stream, Florida, legally described as PLACE AU SOLEIL ADDITION NO 2 LT 12. a. Level III Architectural/Site Plan Review to permit construction of a new one-story 4,229 sq. ft. West Indies style single family home, including new landscape and hardscape, a two-car garage and swimming pool. 6. An application submitted by Richard Gould, Estate Development Corporation, as agent for Brian Santoro, owner of the property located at 930 Emerald Row, Gulf Stream, Florida, legally described as PLACE AU SOLEIL LT 57. a. Level III Architectural/Site Plan Review to permit construction of a new two-story 3,937 sq. ft. Gulf Stream Bermuda style single family home with a three- car garage and swimming pool. b. Special Exception per Section 70-72(b) to exceed the maximum permitted FAR by 98 sq. ft. c. Demolition Permit to demolish the existing structure. d. Land Clearing Permit to clear some of the existing vegetation from the building site. 7. An application submitted by Matt Wolf, Edgewater, as agent for Steve and Jennifer Streit, owners of 590 Wright Way, Gulf Stream, Florida, legally described as 3-46-43, S 175 FT OF W 170 FT OF GOV LT 1 LYG N OF & ADJ TO LT 11 BLK 3 OF PB26P13 & E OF & ADJ TO FIND CNL (LESS N 6 FT & SLY 20.01 FT). a. Level II Architectural/Site Plan Review to permit revision to landscape plan to replace St. Augustine grass with artificial turf on the north side of the yard. VII. Items by Staff VIII. Items by Board Members IX. Communication from Public (3 minute maximum) X. Adjournment SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, JULY 27, 2023, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Malcolm Murphy Chairman Participating: Robert Canfield Board Member Michael Greene Alternate Board Member Also Present & Participating: Gregory Dunham Town Manager Edward Nazzaro Town Attorney Renee Basel Town Clerk Absent w/Notice: Robert Dockerty Vice Chairman Amanda Jones Alternate Board Member Teri Power Alternate Board Member Curtiss Roach Board Member Jorgette Smith Board Member III. Minutes A. Regular Meeting of June 22, 2023 Board Member Canfield made a motion to approve the minutes of the June 22, 2023, regular meeting. Alternate Board Member Greene seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. No August meeting b. September 28, 2023, at 8:30 A.M. c. October 26, 2023, at 8:30 A.M. d. November 16, 2023, at 8:30 A.M. e. December 28, 2023, at 8:30 A.M. Chairman Murphy noted the upcoming meeting dates. VI. Public Hearing A. Declaration of Ex-Parte Communication There was none. B. Administer Oaths Town Clerk Basel swore in Dustin Mizelle, Steve Streit, James Green, Wesley Blackman, and Carlos Linares. Minutes of ARPB Regular Meeting & Public Hearing Held 7-27-2023 @ 8:30 A.M. C. Application for Development Approval 1. An application submitted by Matt Wolf, Environment Design Group, as Agent for Steve Streit, owner of the property located at 590 Wright Way, Gulf Stream, Florida, legally described 3-46-43, S 175 FT OF W 170 FT OF GOV LT 1 LYG N OF & ADJ TO LT 11 BLK 3 OF PB26P13 & E OF & ADJ TO FIND CNL (LESS N 6 FT & SLY 20.01 FT). a. LEVEL II ARCHITECTURAL/SITE PLAN REVIEW to permit a major modification to the March 24, 2022, landscape plan to include a single-entry motor court in lieu of dual entry circular driveway, removal of several palms, addition of Date Palms at the front entry, revised pool layout, and revisions to the hardscape plan. Mr. Dustin Mizelle, Landscape Architect, stated they were back before the Board with clarifications to the plans clearly identifying a mitigation plan and he went through those in detail. Board Member Canfield made a motion to approve a major modification to the March 24, 2022, landscape plan to include the removal of several palms, addition of date palms at the front entry, and revised pool layout. Alternate Board Member Greene seconded the motion with all voting AYE at roll call. 2. An application submitted by Carlos Linares, Randall Stofft Architects, as Agent for Brian O'Neill, owner of the property located at 2817 N. Ocean Blvd., Gulf Stream, Florida, legally described as 3-46-43, N 200 FT OF GOV LT 3 E OF OCEAN BLVD. a. SPECIAL EXCEPTION per Section 70-75(c) Additions to structures with existing non -conforming setbacks. b. SPECIAL EXCEPTION per Section 70-72(b) For roof projections exceeding the maximum permissible FAR, requesting an additional 142 sq. ft. C. Level III Architectural/Site Plan Review to permit a second -floor addition to the existing single - story gym/guest house. Mr. Carlos Linares, Architect, gave a detailed PowerPoint presentation. Alternate Board Member Greene had serious concerns adding mass and height so close to a neighbor. Mr. Linares stated the only other way to make it work would be to do it within the footprint and stated the owner did not want to do anything at the main house and rather than build a separate structure on the property this is what was preferred. Board Member Canfield stated he shared Mr. Greene's concerns regarding making a non -conforming structure even more non -conforming and wanted to know if this obstructs the neighbor to the North's view. He added that the big white wall would need to be addressed with architectural elements. Mr. Linares stated they did not want to add E Minutes of ARPB Regular Meeting & Public Hearing Held 7-27-2023 @ 8:30 A.M. windows due to privacy issues, but they could look at adding some architectural features. Discussion was had regarding the landscaping and massing, as well as the blank wall. Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk Basel stated that a letter had been received from Candice Friis and sent to the Board members. Mr. James K. Green, a lawyer representing the neighbor to the North of the property, stated they did have a few concerns and most of them had already been identified by the Board members. He was specifically concerned about the privacy and that the massing of the second story would look down onto the pool, as well as block their views. Mr. Wesley Blackman, a Certified Urban Planner with CWB Associates, stated he was also present on behalf of the owners at 2929 N. Ocean Blvd. and discussed the non -conforming setbacks. Mr. Blackman stated that the proposed second story would block the views to the Atlantic Ocean for his client and stated it was not location dependent and could be moved elsewhere on the property within the setback requirements and have little or no impact on the neighbor to the north. He noted that even if they put fagade windows on the blank wall, they would still give the impression to anyone at the pool that they were real windows and would be an invasion of privacy. Mr. Linares stated there were other options to explore but they were following what their client was requesting. After a bit more discussion, Mr. Linares withdrew the application with direction from the Board that if he came back before the Board it would need to be a brand-new application and not a modification of what was presented. VII. Items by Staff There was none. VIII. Items by Board Members There was none. IX. Communication from Public (3 minute maximum) There was none. X. Adjournment Chairman Murphy adjourned the meeting at 9:22 A.M. Renee Basel, MMC Town Clerk 3 r. i 2i po i 'ii i v m bA i N O v w -4 X Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: The Little Club I.A.2. Project Address: 100 Little Club Road, Gulf Stream, FL 33483 I.A.3. Project Property Legal Description: GULFSTREAM CO PL SHOWING PROPERTY OF PT OF PL IN 34-45-43 (LESS NLY 249.41 FT OF ELY 148.83 FT, N 680 FT OF S 1085.43 FT OF E 140 FT, N 190 FT OF S 405.43 FT OF E 220.95 FT, HILLSIDE HOUSE OF GULF STREAM CONDO & LAS CASITAS INC) & 34-45-43, S 215.43 FT OF W 281.15 FT OF E 502.10 FT I.A.4. Project Description (describe in detail, including # of stories, etc.) Landscape renovation of Parking Lot I.A.5. Square Footage of New Structure or Addition: N/A Architectural style: N/A I.A.6. Check all that apply: ❑ Architectural/Site Plan Review ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures (complete section C) ❑ Land Clearing (complete section D) Ll Special Exception (complete section E) '1 Variance (complete section G) ❑ Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: N/A Type of Foundation: N/A B. Owner Information I.B.1. Owner Address: 100 Little Club Road, Gulf Stream, FL 33483 I.B.2. Owner Phone Number: 561-278-1010 Fax: 561-278-2721 I.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: Carol Perez, President, AGT Land, P.A. I.C.2. Agent Address: 132 N Swinton Ave, Delray Beach, FL 33444 I.C.3. Agent Phone Number ) 561-276-5050 Cell561-251-5843 Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? OR- OUTDOOR RECREATION (20-GULF STREAM) III.A.2. Is the project compatible with the intent of the zoning district? X Yes []No Explain: III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? X Yes ❑ No Explain: III.A.4. How are ingress and egress to the property to be provided? N/A III.A.5. How are the following utilities being provided to the property? N/A a. Stormwater Drainage b. Sanitary Sewer c. Potable water d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) N/A PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? []Yes X No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? ❑ Yes S No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ Yes X No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? ❑ Yes X No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes X No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? ❑ Yes ❑ No Explain: IV.B.4. How is the design consistent with the AM Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit MCA. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: Trees are being removed and replaced due to declining condition. IV.D.3. How is the removal from the project site of vegetation to be mitigated? We are adding 10 Green Buttonwoods, 5 Clusia trees, and 11 Sylvester Date Palms IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? Tree protection fencing will be installed to protect existing vegetation. IV.D.5. What replacement materials are proposed? 10 Green Buttonwood trees, 5 Clusia trees, and 11 Sylvester Date Palms Application for Development Approval, Form ADA.32000 Page 4 September 2004 y PRAECT LOCATION ______ --.I -M-TLE CLUB ROAD t -- - 1 �r !�l w t 44 it o THE LITTLE CLUB F ,oretwos - SEi_AD -1 .. � _Ar � �.P �'� P;'r i< � �� E'' •r,yP�; I �"' - % h g F • »• h �y.Qt 4 i ic: ,'y° # ♦�i �r 'NfF ' !�r "{', 1'f, i� l �, t; �'�� � ,� � `��, ..r', K A F 4 tr �'S' ,�f�i ' { r �R.t . e* i�3�+ � • � .•4 Aw ��y7�., � r o & ,:k ` •' � w . ,� '� fir + y . � � � � j� .y � 4`;1 sitFik ♦.' ,�.-.'�•'... fir."' ,iP - i'u s'£` &.0 /." ,,/rw''r+�%`,y _ - .. Y c .; .ti:4r ,�'sx 3 - to r.J. _ r*+.s ,•' �.. „• •. ss• S S.- } -- 9 .. -�. -,ram }!- t - � .�Y" .''° • �V - yro^, '3 .' y F. 4\ r -�. , `4 P k „rf x' - f F r" y _ -• - r... e ..�! '`: y .. - .�i. ••'tP�: '�' t - J...:,.`1 " _ » /.lit _ �✓ q,. 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E. •.'i'",��y�' � 3,r'`t .„.., �, ''�'�, .�,..t '�"y �ti�"ir ,v..++.^ y (s ,,x .�_ , :�; Rai •�'4'"� ''r�etrr^�;.t�^sS.Tt�j ;.,. e>z ,�, ..: _..,:^w k -��.. x i,...��«� ..: of +'�f.."&, � � i,�•> lN,.s�,.. �"i'"• rY L �7 _ rx,�:�_:� r_�. n_ �+mn'4es•:xaaA':a»".?� ,._ ..st_t ce-t .. i::..•�,,,....' r.%> � 'SSl r:c.` .,-'i !.x..a:'1. � _\r"�'. S THE LITTLE CLUB LANDSCAPE RENDERING SEp row'? Of o81 �Z3 �u/f,gtroam �( TREE MITIGATION TOTAL TREES TO BE REMOVED: 10 TOTAL TREE REPLACEMENT: 10 TOTAL PAINS TO BE REMOVED: 16 TOTAL PALM REPLACEMENT: 16 (II PALMS + 5 TREES) PLANT LIST KEY OTY PLANT AND SPECIFICATION TREES AND PALMS N CE 10 ConocmWs necius (Green Buttonwood) 12'-14' nt., 6' epr., 5 I.lull, standard, matched •• N CW 5 Cluwo rases (Pitch Apple) 12-14' hl, 6 sDr., 5 c.t, roll, standard, molcned ^ PS it Phoenix sylveatrl3 (Sytwster Palms) TO' c.t., run, FL NI. matched KEY 0TY PLANT AND SPECIFICATION SHRUBS AND GROUND COVER •• N CHR 202 Chrysobolanus icoc, 'Horizantolis' (Horizontal Cocoplum) 20 ht., 20" spr., Nn, 24' o.c. •^ F. 6w Ficva microcarpa 'Green I—d' (F— Green W-d) 12• ht.. 14• NIT, 18' .— Sod St. Augustine Roritom- replace by equipment Mulch Non -cypress mulch, 3' depth • DENOTES HIGHLY DROUGHT TOLERANT SPECIES N DENOTES NATIVE SPECIES CONCRETE PAVER WALK NOTE: 4' xaNa ors proposed baleen pakhg bays in selmled areas. P—i in match eeiming mm"A' peters on Ile. IRRIGATION NOTES Contractor to modify indnkg irryalion system to p,,Ade 100% colerage in all punts os g approve0 watn scarce. Rain smear required m per Oty code. Au DEAa ANo —PEO BRANaEs SHALL aE PR— MTH CLEAN LUI Y oA P-I ALLWI D 41 TIES STALL aE RDIOVE➢ AFTER WN LN'DSCAPE APPROVAL - To NJRK BRANC11mC —1 ]" 91REDIXD YMCN —a EARTH TO FEPA WM zeAG SAUDI (a' REAR OF TRINx TEES To BE "TIED AT A DEPTH SO THAT Rml_FLAAE AxD Ta —1 — W. ST,m TD DE Ix n m' AFF FUMY ISSUE, wN IN a THE HOD1i MN 24' Al GAKUME. OF THE RmIBA1 ADOW tl1Aa REMME BIRV➢ FFar FRL 2/3 NiD1 APAf01ED PLANING TOP OF RCOIBNL. SqL, THEN wM ` Ma1WG " m1IPIETE BA— YTER wATRN1 ''—PA— TEPSDL — PLANDNG AND STAKING DETAIL - TO 6' CAL. NRAP 1RMat •NTH BURAP } Z'Y III BOARps T 4[lA4 A } T%4x17 BOAR I➢(E 41TER ENDS SEi ((\/J`t\}�1\ri//\�/I 2a DEGRFFS APART ABA^ 2- METH ENIT —a WJxK. ro SE-E BCAPDS 2x4xIY DEAN 40UI10 FARM ro FaN WAIDeRG sAll Dt. 1RFEs m A. IFD AT A DEPTH SD THAT s S XODED MACH Ra0i- 1 T A1U . f 1 cOF R.TS (a' CIFA4 a IRUM AP F HALY wSRE, MM lox a ilE HENiiT OF THE 1100111UL AemE A. OS£E arM A — BACgMl wan CLEAN 19L aR SMY) ANO wMFR T KIKUAOAY. PLANING AND STAKING DETAIL - PALMS �) J TIPICAL UY)Ii ALLOW Fat WIYIE KNIT SPREAD rH1wED1 Sm AXD/at PANxG ^ .CT;' ux 2' APPRgED PLANING Set wTN im e' a EYISTNG SDL 4" " DITTHGS OR Po1s PLANTING DETAIL - GROUNDCOVERS PI-MITSI A1 BE RDIDtED PRm aw rbR W14NE PUm 9RFAa CON..R So AS NET TD EeEAX a�TYECA —AT �EaR onDisNRa NET BALL.sao A. PA— mxD EIA1N ro Fora wATErexc s.wcLR. ]' SM— A.-*.' NceABE ANmND IRIINN pIAD BE E YE 2/3 APRENWATEINTOP aROOT 1CCMRET BaCNr0.L AFTER WATERING. 4' COMPACTED iq+a01L BASE. PLANTING DETAIL - CDNTAINER SHRUBS NOTES All plant material to be F, SOU to a St, Aug.R i, AN sod cold land-r to silg waved ownast�er Sul Contractor Pbn N for Omt list. and spec IN16, topsoi, and fatifi2i SPECIFICATIONS NORENCLITURE: All plmT %"th the Flalda NurpLlo ants whidl do not meet PLANT LISTS: Quantities, Sze of lant shall fake pn plant . amuses show bfm�lt 9pane to the atla to wtt r, bn mNan a SUBSTITUTIONS No wbs!A Any litmded subst tams PLANTING SCtL T oil sn, Trees analppIens i61 be anal boftmi Dt rapt bop. N waked into line top 6 of FIRM R: Palm and Trop .,it prior to mLAchiog pa IAILCH All tress bEhdall be beds9.�W.id a beds shall =LAND LANDSCAPE ARCHITECTURE T32 NORTH SWINTONAVENUE DELRAY BEACH. FL 33444 T l6BT) zl-����/ Sip GHQ TREE KEY 0/( EXISTING TREE TORENAIN Gilly TREE ABBREVIATION KEY Ap ADONIDIA PALM BA SULNESIA ARBOREA CO PIGEON PLUM CES SILVER BUTTONWOOD CLU CLUSIA TREE CN COCONUT PALM DL ARECA PALM FA FICUS PE2 PYGMY DATE PALM (DOUBLE) PM DATE PALM PR PYGMY DATE PALM SP SABAL PALM -3 QOMDIA PALM (TRIPLE) SCALE: 1 "=20'-0" PROJECT THE LITTLE CLUB PARKING LOT DELRAY BEACH, FL LANDSCAPE PLAN PROJ. NO. FILE NAME 88/GS DRAWN 8/29/23 DATE REV. SHEET LP-1 OF 1 SEP 082023 Town Of GufStr�am 1 I C WCE ORq NIWpIgyrIOFENPM;IBY iENeARIXt OTHfgxnwROVEDE 1 NOINO ALTR®ANOTREE CLUMPS TO REMAW a . WgNv THE ECC£OF THEDRIPUNEGFTTIETHETREECANOPYCRAe FARFROM® ET OSSI&ENMETETHEGNOFT 1NAHUNGSPAVaEm AT 5T0 &NRBtStwLL BE MANigNEDINAN WRKbi! P091rION ATALL TREE PROTECTION DETAIL TREE PROTECTION NOTE All s.isling trees and shrubs to remain in place shall be protected from damage by machinery by installing temporary tree protection fence and installed as mdicated on plan. Suitable tree protecUm methods shout be approved by the City. TREES AFFECTED BY CONSTRUCTION NAME RELOCATE OTY. REMOVE OTY. NOTES SABAL PAW TB POOR CONDITON PIGEON PWM 10 POOR CONDRON TREE RELOCATION AND PROTECTION NOTES r ocvteo b• taggN F role wN arm z Tr w aeNalalr cl.s.d and set m " rmmtree etape.aNn le q•n•.d vil• tlemFg vb grvbbinq pM aeeeMFg to D 61, by mm� eduihq pow Fet d .I• <� «tpr &t. to i ulwmground ulalaea Piw to Ire• relxot'mn r • o dt deelgn gad•pbce Nw 1. -nt & An �pbrolatl•4w•e t be tnetre0 m a dpay Gets w ee H, mmntoF o �nethg ae•e•md enrube tot r•maFiF plxe abpt be protected Irom g. by mwd..y by I.etevFq <.mvererr +... p ete<t� uen� ped F. ne Gtmted an pbn. qunade h•e prolectwn metnoda anal b appr by alM„ Igbt wwka F aavwwe o1inW moWng dote � be r pNrod MLAND LANDSCAPE ARCHITECTURE 132 NORM SWINTON AVENUE DELRAY BEACH, FL 33444 T (581) 276-5050 wv.aglland.com TREE KEY �/ EASBNG TREE TO REMAIN X�, EXSTING TREE 70 BE REMOVED TREE ABBREVIATION KEY AO ADONIDA PALM BA BULNESA ARBOREA CO PIGEON PLUM CES SILVER BUTTONW000 CLU CLUSIA TREE GN COCONUT PAW OL ARECA PALM FA FICU$ PE2 PYGMY DATE PALM (DOUBLE) PM DATE PAW PR P'Y DATE PALM SP SABAL PAW — ADONgA PAW (TRIPLE) SCALE: 1"=20'—O" PROJECT THE LITTLE CLUB DELRAY BEACH, FL TITLE TREE REMOVAL PLAN PROJ. NO, FILE NAME BB/GS DRAWN 8/29/23 DATE REV. SHEET TR-1 OF 1 LOCATION MAP N.T.S. 20 0 20 40 60 Scale 1" = 20' lY SURITY NOTM: 1.)L.W.N hereon ware not ebMrected I., ee—maand/or ngbbol-way of record by M. office. Z)Elevabom, shown hereon are based on Nodh ASa,ii; Wokmi Dablm of 1988 (NAVD SS). a) Origmadrg benof,nm c =Leis Global Poaitka,N System. b) ,� = ezla:,g etVnfion (NAV08B typial). 3.11'-da,g-4 improv —m boated. 4.) All beanM and diatrlrea shown hereon ere plot end meaawed unless ot—ise,otd. 5.)TNS I a �CaRif to ol/ I,ontg, ' mwber is "LE 9838•. "ST. ANDREWS FAIRWAYS- _6 "A CONDOMINIUM'_ srtE SPLcsIc tEDEHD Iona zJw. PD. zz1 w-„LLr - ��tarx fz ®= urac Noam taJE OFLarntP.B. s. PD.zn �o oRaL totE I Rca�o wwam of VAmcarosP FENCE gwrc „% a aE wk l :3a N N88°42'24"E 352_83'„� + %4#A 8 N� zza� 352 Y f 2� LITTLE CLUB ROAD (40' ROAD AND UTILITY EASEMENT) - -_-__ �a-- -- - - -- ---- --- -- _ar,T__ _ __-- ° — _ — _ — — — — — ° -—CarsiRllC*Ia,+�r�ENCl1®AT —nNEWBurvErl _ _ - - - - - - - - - - - - - - --.-.- - - _— _ _ _ _ _ _ _ - _ _ _ _ an—I.e111FA CDN8f1aIC1NINRRENCHEDATTWE OFsuRyEv1 - oIm - - - - - " m'10 rw NRa�J a -------------- �o� -- ----------------- TOPDDRnPNIC EtMVE,• - - - - - - - z.r °�..„ ®' h a.aw G (P'cR score oP SEnncE1 ---- -- � 1 2g b w°u"NCDuaF�a' id .�` gg� OB _ 0 8 jPER scoPEasE�rvl�cE; o.+w "HILLSIDE HOUSE OF GULFSTREAM" '0 •sg `� R; S § "A CONDOMINIUM" "LAS CASITAS" ' © $ i wuLs (D.Rfltera cusl 'A CORPORATION" 2y 2,b zy Ar» �� 1aR61aM, PQ f81a1 PCN � 1 c6 N UJ y.s ..aED LU ED O r (n .!P .ea e� "LITTLE CLUB GOLF COURSE" $ P.cN. x.aa.asx+am°o°f° Q 2 a.s'cur+9 1 STORY 1n ITrvJ S BUILDING e� I c.ets. f IY < COND. DEN � f " 0 89 W46iE PAVERS � 2$ 3 j A 7 ' PA ERa 2� 18TORVr� CLUBHOUSE N88°42'24"E teb' 0 CONC. "LITTLE CLUB GOLF COURSE" E P,C.N. NNds3NCOgp,eet0 F.F.EL=B.ax PRCPoSED t4.a PArggitT 5.10 lsnu vuowl 1+ ° Ic0h9raucrloN) SI R w A �1 M1� rg 1„ LEGENO: FOR CONTINUATION SEE SHEET 2 OF 3 'Iii z� 2� N88°42'24"E 1� J� IXINDSA' �� IRON R.Op a CaP ttJOIOJ to.+rE, aba91 "LITTLE CLUB GOLF COURSE" �a vERS M1 P.0 N-. X�/3M. f40MD]f° CVO M1- M1� 30 W �46 R V S 6VfMp10 AMadsN6mal 20�wxa—aw �uuRs rx �vwl�aaaa da awe�mvr.+. TCPOCRMdC SURVEY ° ASPOSED SiRv3.'n.REB I —SCOPE OF SERVICE) ]R@t bb.J eblmM mo3satl] ff � 5 Ve mpamnw�ta Yss _.. __ "LITTL CL B OLF COU CERTIFIED TO: Litla Gub, Ino. tsanmto PROPERTY ADDRESS: 1D0 Lilt C Alva, Guagraa nl FL 33483 FLOOD ZONE: AE (FIRM .q� 1251M12DW,07W 100 =17) EASE FLOOD ELEVATION: 6(NAVD W) DESCRIPTIONS, Club Houaa Parcel, being a 2043 °I Pr 144DDWO. Number: x/ T—hi 411 S, RaM Lyug In Sembn 3. Baaol, ip4m.For Range bang. io Beech Lowly. Fb,id., arM being a Fallon ° of that ptop001, Ply, 52, Ptb in OffW.IRamada Records Bcob 2D08, Pape 52, Pubfic Rocorda of Palm / Beach County. Florida. 3e rl,s.,a.ay a"o+.mN„imo„wnmam a„.< r SPECIFIC PURPOSE'"ate SURVEY Reew"WCl LuJ. Wv R J Ce 1 No. IACHAEL J. LtlLLER a4C3J � l °---� SHEET 1 OF 3 a� CRD. FILE YLIMWA a L88�18 MILLER LAND SURVEYING REF; DRAVAJ Bv: PIURD I>7 1121 LAKE AVENUE Joe uo,s.v , LAKE WORTH, FLORIDA 33460 i FIELD WK: M.M.r B.m. PHONE: (561) 586-2669 - FAX: (561) 582-0151 "a ND. v31— w1E: lvnrzozo email: orders®mi11eMurvaying.co L - 2129 - E ARE�INIXNW.LLLINITS TREEcF C tBYu�e Ba REw\ HOt EI.au Aluv AT s yArwu no -Nd rcous— TaN anRRlER sws SE Pucbv AT aRIPUNE of T�TNE rREEG S OR AB rug PROM T o REMAP9P use WHERETHE GNaPYP✓EAfNNG9PAVEMENTTt1Ar.LTa BARRIER 9rMLL BE NNNTNNEa INAN WPoGHT PoSNMINAT KL Tu.Es. TREE PROTECTION DETAIL Nr.O. TREE PROTECTION NOTE All existing trees and shrubs to r-.in in place shall be protected from damage by machinery by installing temporary tree protection fence end installed os indicated on plan. Suitable tree protection methods shall be approved by the City. TREES AFFECTED BY CONSTRUCTION NAME RELOCATE C1Y. RMO\'E OTT. NOTES SABAL PAI M 16 POOR CONDITION PIGEON PLUM 10 POOR CONDITION TREE RELOCATION AND PROTECTION NOTES reea o emote v bz 10 a! iz -d eItl ora.w Ir- lope 2 Nlee m—t . Rrg.e tm by -dr<'v deem a.,d set at n.d —I yotle prM la geno-d ste -brl.g tv oeaAle aF mow— I. be cm y Be' tree K.- .m by true-1. A not 1—tbe.'.antl rigging NI be tlelam. a emewrmy c dnetM • g v rnr:trvctar a. w<e tv 1. 11" Ity d' —1olaYiez Ph-Ic rro m ti- 6. T pwary ov:vnwtic .a �inq e v w yw to commencement ocv .�me o e o n Benign groeepiv B. MI rM . to be 1. J.2 basis oe a I. molnteF v crm.—ly me'el roo x w ec r. 1 v 9. Al ea ng 1— vvd —II Iv dl by prolectatl Ir mmogte by ma bi- by b xtlan Im by . cry to pn spnml. tr pr.le_1... m !roes goal xpapw .etl by Id. Trex ozei Iw <orper IM1 etl xlll be ry p x0 at Iewt eight weeks In etleen_e of their my g to LAND LANDSCAPE ARCHITECTURE 132 NORTH SW INTON AVENUE DELRAY BEACH, FL 33494 T (581) 2785050 wwxnptland.wm TREE KEY I \� DUSTNG TREE TO REMAIN X EXISTING TREE TO BE REMOVED TREE ABBREVIATION KEY AD ADONIDTA PALM BA BULNESIA ARBOREA CD PIGEON PLUM CES SILVER BUTTONWOOD CLU CLUSIA TREE CN COCONUT PALM DL AREC.A PALM FA F•CUS PE2 PYGMY DATE PALM (DOJRLE) PM DATE PA_M PR PYGMY DATE PAW SP SABAL PA M VM3 ADONIDIA PALM (TRIPLE) Y SCALE: 1 "=20'-O" PROJECT THE LITTLE CLUB PARKING LOT DELRAY BEACH, FL TREE REMOVAL PLAN PROJ. NO. FILE NAME BB/GS DRAWN 8/29/23 UAIE REV. SHEET TR--1 OF 1 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Paul Courchene September 21, 2023 Courchene Development Corporation 1101-5 South Rodgers Circle Boca Raton, FL 33487 Re: Bluewater Cove Applications for Lots 3, 4, 13, and 12 Mr. Courchene, Thank you for your recent applications. Please see the following comments to be addressed prior to or during the September 28, 2023, Architectural Review and Planning Board Meeting. Application 23-16 — 2915 Bluewater Cove (Lot 3) - Reduce privacy garden wall height to 4' or remove from plan - Tankless water heater and (proposed) fire pit are minor accessory structures and must meet the setback requirements. - Confirm percentage of glass on rear facade does not include garden wall (as a wall it is not part of the structure) - Confirm the plan adheres to open front lawns of Place Au Soliel, which is defined in Section 66-1 as: Open front lawns shall mean an unobstructed view vista of the front lawn of at least 75 percent of the front property line without landscape planting exceeding a mature height of three feet. The landscaped vista view plantings over three feet shall be no more than 25 percent of the front property line. Application 23-17 — 2917 Bluewater Cove (Lot 4) - Confirm no `cathedral ceilings' or any other ceilings exceed 15' or adjust FAR calculations - Reduce privacy garden wall height to 4' or remove from plan Tankless water heater and (proposed) fire pit are minor accessory structures and must meet the setback requirements. Confirm percentage of glass on rear facade does not include garden wall (as a wall it is not part of the structure) Application 23-18 — 2914 Bluewater Cove (Lot 13) - Confirm no 'cathedral ceilings' or any other ceilings exceed 15' or adjust FAR calculations - Reduce privacy garden wall height to 4' or remove from plan - Tankless water heater and (proposed) fire pit are minor accessory structures and must meet the setback requirements. - Confirm percentage of glass on rear facade does not include garden wall (as a wall it is not part of the structure) - Add shutters to side and rear elevations where possible Application 23-19 — 2916 Bluewater Cove (Lot 12) - Reduce privacy garden wall height to 4' or remove from plan - Tankless water heater and (proposed) fire pit are minor accessory structures and must meet the setback requirements. - Confirm percentage of glass on rear facade does not include garden wall (as a wall it is not part of the structure) - Confirm the plan adheres to open front lawns of Place Au Soliel, which is defined in Section 66-1 as: Open front lawns shall mean an unobstructed view vista of the front lawn of at least 75 percent of the front property line without landscape planting exceeding a mature height of three feet. The landscaped vista view plantings over three feet shall be no more than 25 percent of the front property line. - Provide a revised site plan for landscaping or revised front elevation including landscaping to be consistent with what is proposed. These items do not coincide with each other. Explain how the front elevation is not a "half elevation treatment" which is prohibited per section 70-104. Please see illustration: Change in materials and wall plane (preferred) Half elevation treatment (prohibited) Very truly yours, Gregory L. Dunham Town Manager c w ccS o � M � � o o 0 � o boo O c� ^O N c o, a •w .61 O � O PO � o bO .� bb O O IL en LLJ = CU N 2 �--i cn V C/5 3 JI Q � o a a O Q i F LL w a W O LV >I W LL 0 p LL LL 2O z O H O Q � U a) - a) �L. O Q 0 U •O C C� E ,U O 4 U 4 C O C > U O (0 Q) � In O N Q O O +. 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A LRL yaNPpaL]aW • ATT aaF LeoAw a. mnm LrE �Ww� NA WSpWYa@lG PROJECT CLASSIFICATION OCOPMCY CLASSFiCATKN ENC TYPE OF CUSRdA'DCN O.ASSFlCA1KN II) NON-51 Erxim 'ffi&➢Ofi NSNEL 71'/D S7ORT - eN4E FAMILY O=S'CBCE STRUCTURAL ENGINEER PROTECT CLASSIC STRUCTURAL ENGINEERING. rka W1 n in8al£ BUILDER 0'0 II xJlli.+�.riE n COURC-E DEVELOPMENT CORP. q.5NM1140tS1 CLgE BJI/.R�� 5J19x MEP LANDSCAPE ARCHITECT CONSULTANT SHEET INDEX Dfawn1 Checked LR I MK Date IApproval - ME 1 Pelmd 9/72023 Date GoWwclion Seal: g 2340 C2011 SITE NOTES Project Num,- SEE ATTACL® SURVEY FOR LEGAL DESCRIPTION 23068 VERIFY PROPERTY LIFE I>° DIMENSIONS WITH SJZVET SEESCIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL NFORMATICN REGARDING HA2DSCA'E, DRAINAGE, POOL CONSTRUCTION AND DESIGN AND ANY OTIER SITE SPECIFIC AFORMATION p" SITE DRAWAGE BY CIVIL ENGINEER U � o z U E-1 1 w P, o ra o 2 a Z L4 � �x U r s d U - 7 , I M LLL J d 2 p a fi1't r m � r r r m U _ G � r t ` z RECONFIGURED F.I.N.D. PROPERTY LL (APPROXIMATELY 7.05 ACRES) z • e o 3. BU-EWATE32 COVE 4.0._. _-_ _ BLLEWATE32 COVE J x� Revisions LOT 14 LOT 13 dR LOT 12 LOT II LOT IO LOT 9 LOT 8 , p f s 3� Date 8132023 Date I - Checked LR M DateAPPmval Date I Permit 8(32023 Date I Construction Seal: AA0002340 ©2011 LOCATION MAP LOT I LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 SITE COMPARISON BLUEWATER COVE AREA CALCULATION IST FLOOR A/C • 4138 SQ. FT. TOTAL A/C 4138 50 FT. PORCH • 116 SO.. FT. 3 CAR GARAGE • - - 594 SQ FT. LOGGIA • 615 SQ. FT. TOTAL 5464 SQ FTm SITE AREA TOTAL FOOTPRINT TOTAL SITE RATIO DATE 8/29/2023 SITE NOTES • SEE ATTACIED SLRVEY F02 LEGAL DESCRIPTION 'VERIFY PPOPERTY LN= DIMENSIONS VYITH SLRVEY p[y SEE CIVIL AND LANDSCAPE O PLANS FOR ANY ADDITIONAL INFORMATION REGARDING V+ARDSCAPE. DRAINAGE. POOL CONSTRLCTION AID f` . DESIG\ AND ANY OTLIER Si E SPIC I�\FOZ V TIDN SITE DRAINAGE BY CIVIL FNGIIF_F2 ROOF AREA CALCULATION TOTAL ROOF AREA 6,2" SO. FT. ALLOMOLE Low SLOPE R00= 810.00 TOTAL LOW SLOPE AREA 42150. FT. %6.70 LOW SLOPE ROOF P&CENTAGE DATE 6/24/2023 1 Lon s� SETBACKS SIDE BACK ,so IN. csoa lTWDT,e .s>-a ,wEST,sI U,W TOWN OF GULF STREAM NET 5eM BLE ,PJNCN�Ea, UVER1aNG5>2 t2T 09]R Oro.R "/3JE0. ]eJWR F IAT SIRE omI owET ow. asu FT (LOTe2ED <p%) APEANEA gd so. ACTUAL I LAN- AREA 1.xtl W.R Date en9rzo23 Draml Checked LR I MK Date I Appmval Dale I Perm, 829/2023 Date I C0MtmetIDn Seal: AREA CALCULATION Project Num IST R.00R A/C • 4138 SO. FT. 23068 TOTAL A/C 4138 SO. FF. PORCH • 116 SQ FT, 3 CAR GARAGE • 594 SQ FT. LOGGIA • 615 SO. FT, TOTAL 5464 SQ FT. SITE AREA 16560 SQ FT, 0. TOTAL FOOTPRINT 5464 SQ FT. a' TOTAL SITE RATIO 331 DATE 8Y19/2073 W U P6OL �+ w DESIGN PY OTHERS O H a I z ¢w > Is I a C7c5a w MASTERisa--i//II O �, � 1 a \\ // BATH 3 I I 11 ♦ , 11 U CL � I I LoossB ROOM pz nd I I I qa %�' I I I � � � I I ✓.' / BEDROOM_ _______ -- — _______ uaxsa 1 �'I I 1 LOGGIA __ -__—_____ ¢xvasSIsnrs ooas_____ \ `g 9 (CI I I rsae o j I BEDROOM 4 -- I \\ ,' L._.i I 11 R CLOSET i4 r wwxsiv II pp._____________________T______________________� siix¢d m r�i CLOSET � � 131 � I 11 zyl,{x sa j _ auxa— ___ _ _ .y yyy��� =� Q 1 1 �I 1�� u" VE IBULE z c� I O I POWDE 'I i s zia 11 �! � 1 I F _________________________ �.�i, ,u 11 p J w__ _ _ _ __w I soi a K\ _ _ �________________ ,T I I I I� 1 i 1111I Ill I�T z m -- F J/I G \\ GREATROOM i ' 11 0 x 1 WF'7gC. � \ mmaGna — 11 1 i 1 \ 'Td Xzid 11 I kffl Lft LJ o ' 2 CAR GARAGE I I I `� ' / / ------- I I I PRIVACY c 4I TE — MASR wTH — —, 1 I I GARDEN on 11{,D`a�yj 1 ��_ // 11 1 iT__—exaiv fPij I I as xsd o KITCH /\\� I I —y I—_ —- Revisions CJ 1 , i t— —— ------— ------ -- ------ ______ ____—__-- I ® AI I I I raw.uwx P ____________ _' CLOSET 2 CART ---F 1� I�+ 1 I B ¢D OO PO = o I • I 1 • >� lull �ia zis a I b SCULLERY 1 xv 1 i sreoa > LAUNDRYIII I as x. I I I cf ru -J r¢ 69vc aSxI 11 L --J r ��(%' II __EW FJ I I Date 8r2 023 Draml Checked LR I MK DatelApp-al - Date Pe �d96'-2' BLDG. OA Date I Comtction 8292023 Seal: I I AA000234D 02011 GROUND FLOOR PLAN ROOF AREA CALCULATION TOTAL ROOF AREA 6,244 SO. FT. ALLOWABLE LOW SLOPE ROOF 110.00 TOTAL LOW SLOPE AREA 421 S0. FT. LOW SLOPE ROOF PE2GENTAGE SVO DATE 624/2023 r Date 8132023 D-1 Checked LR I MK Date (Approval - DatelPertnd 8/32023 Date COMtMCticn Seal: AA0002340 ROOF PLAN 1/4. , T-O' 1 VE i EIGu� IOi't%n'E 9AB a c O 0 W o z � W — — — — � � W T — . oP coo Eo W o n1 6 a OU rur--T- .. raor_ saa i n-sceenreamrm a _ -_—sacra caemnas Erasw c � M LL 0 � OU FRONT NORTH ELEVATION O U m GEORGIAN STYLE m Z a 'o m of iL � ri�a�ROsw9 Q m 0 0 TOP of eooE cEne rL _ - vo'nao+a saa Revisions i I ems. - EAVES REAR SOUTH ELEVATION WINDOW COVERAGE Date 0/1/2023 REAR FACADE OVERALL AREA.................1,144 SF D-1 Checked LR I MK Ap REAR Date FACADE WINDOW AREA.......462 / 1,144 =40 % DatelPe'mvat - I Permit 9/12023 Date I C..t—tw NOTE 401 ALLOWED seal: AA0002340 U011 FRONT & REAR ELEVATIONS h ume sae rav of QQE aeerr �e pa cf aaeF c nx /mx sae YBereave sae �r:o�aeevr A uaaa are rav aF aoor= r�rac A pm>• RIGHT WEST ELEVATION it -- .■_ 1.10�� ! ��' ELEVATIONI LEFT EAST a 0 c.� � o z � W C5c7�azi Ocn W o � U Date 1112023 Dra.1C, cketl LR MK Date lAppmval D. Permit 9/12023 Date Consimdion Seal: AA0002340 C2011 SIDE ELEVATIONS 1/4' -1'-0' Do—mE 11,w10. DFBE6169O90C-405FA1529BB09RB71EB4 SETBACKS SLfBACKS REOUI RED PROVIDED FRCNT SETBACK 30'-w 30'-0' REAR SETBACK ZT- 22'8' SIDE SETBACK 15-T MIN .(30%OF LOT WIDTH) EAST 2G-53WIWEST I5- MAXIMUM HT. 24' TO RIDGE 20'-0- TOWN OF GULF STREAM GROSS LOT AREA 16,560 SQFT. 10 380 ACRES 16.560 SQ FT, 1038D ACRES EFFECTIVE LOT AREA FAR CALCULATION EXISTING DEM. NEW NET 1ST FLOOR LIVING DSQFT OSO.FT 4,136SQFT 4,138 SQ.FT CEILING OVER 15-(DOUBLE) OSQ.FT OSO.FT OSQ.FT OSQFT 2ND FLOOR LIVING 0 SOFT 0 SOFT 0 SQ.TT 0 SQ.FT 1ST FLOOR COVERED OSQFT OSO.FT 733 SQFT 733 SQFT (PORCHES, OVERHANGS >212') 2ND FLOOR COVERED 0SO.FT OSQ. FT 0SQ.FT 0SQET AWNINGS>TANDSCREEN ENCLOSURE(AT50%) OSQ.FT DSO. FT DSQ.ET OSQ- GARAGE OSQFT OSO.FT 594 BIDET 694 SQFT OUT BUILDING O SQ FT O SQFT 0 so FT 0 SQ. FT TOTAL FLOOR AREA - PROPOSED DSQ FT 0SQ.FT 5464 SQFT 5364 SOFT FIRST 20.000 x.33 5A.85Q.FTOVER 20.D00 a.20 0 SO.FT TOTAL ALLOWABLE FAR PER MANUAL 5.464.E SQ. FT TOTAL HARDSCAPE AREA 2,841 SQFT REQUIRED LANOSCAPEAREA 6,624 SQ. FT (LOT SIZE x 40%) ACTUAL % LANDSCAPE AREA 7.724 SQ FT WD HERN NATURAL GREY 89k1 / W SOIL PAVER COD HERRINGBONE PATTERN CTB' SOLDIER COURSE BORDER, ON COMPACTED SAND BASE �I NFJ4'�I? P'20u 0 8' 16, 32' iAm �- SCALE: 1/8"=1'-0" Georgian Style Lot 13- Sea Glass model SCALE: i "=8'-0" SERVICE. Oocusgn Envek+pe ID: DFBE91aaf%J00.ae5FA15299 1371— LANDSCAPE REQUIREMENTS LOT 13 SINGLE FAMILY TOWN OF GULFSTREAM, FL A. TOTAL LOT AREA 16573 SF (100%) B.. IMPERVIOUS AREA (BLDG. PAVING, DRIVE, ETC) 8799 SF (53.09%) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 7774 SF (46.91%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) 1554 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2000+SF F. NATIVE VEGETATION REQUIRED (Dx.25) 38B SF G. NATIVE VEGETATION PROVIDED 400t SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A 12501 7TREES J. TOTAL TREES PROVIDED 12TREES K. TOTAL NATIVE TREES REQUIRED (H+i x.50) 4 TREES L. TOTAL NATIVE TREES PROVIDED 5 TREES PLANT LIST LOT 13-SEA-GLASS MODEL SINGLE FAMILY C17Y OF GULFSTREAM, FL KEY QUANT. PLANT NAME REMARKS TREESIPALMS PROPOSED QV 2 Ouercus Virginianai Live Oak 16'CA, TCT, 4"CAL, full (naf ) CD 3 Coccoloba Divereifolla/Pidgeon Plum 14'OA, 6'CT, 3"CAL, STD, full (native) GAR 2 Go clots SpicalalGaminia Tree 540A, STD, full (drought) JAP 5 Elasocarpus Decipiens/Japanese Blueberry 10'OA, 4'CT,match. full (drought) FP1 5 Wodyetla Bifurcata/Foxtail Palm 12'CT, 16-18'OA, 8"CAL, full (drought) ACCENTS EUR 2 Chamaemps Humilis/European Fan Palm 4-5'OA, 5-bunk, full (very drought) AGB 12 Agave Blue/Blue Agave 30" OA, full (very drought) TOD 10 Ilex topiary balls/ Holly topiary balls 7GAL, 2'OA, match, full (drought) AIRS 38 Alocasia Regal Shield/Regal Shield Alocasia 3GAL, 24'OA, full (non -drought) CAL 6 Callathes Zebnna/Zebm Callathea 3 GAL, 18' CA, 24' OC, full (nonArought) IR 16 Neomarice caerulaaldsrTwelve Apostle Lilly 3GAL, full (drought) SHRUBS & GROUNDCOVERS CL4 45 Clusea Guth ra/Small Leaf Clusea 4-5'OA 301 full (native) PO4 161 Pod"'rpus Maki Yew 7GAL 34'OA, 2'OC, full (very drought) CRO 7 Codfiaeum StophghVCmton Stoplight Yellow 7GAL 36.OA, full (drought) PP 96 Podocamus Pringles/Dwarf Podocarpus 3 GAL 14' CA, 20- OC, full (drought) BEG 21 Begon a Angel Wing While 3 GAL, 14' OA. 20" OC, full (drought) FGI 106 Ficus Micrecarpa Grn Island/ Grn Island Fic 3 GAL, 14' OA, 20' OC, full (drought) LIR 192 Urlope Big Blue/Big Blue Lilylurf 1 GAL. 10" OA, 16" OC, full (drought) JM 210 Trachylm ospea Jas Minmr iJasmine Minimal GAL, 8" OA, 10' OC, full drought) PEN 28 Penlas Rasberty Owed 1GAL, 10-12"OC, full ANN 120 Annuals seasonal selection by owner 6" POT, 8.10"OC, full SOD As Req'd Paspalum Sea Isle One Sod SO. FT. NOTE • Native, very drought and drought tolerant plants Indicated per Xeriscape Plant Guide II. • Trash cans and recycle bins are located inside the garage. Site drainage flow is to the street, there are no drainage inlets, exfiltmtion on site, see Civil Documents for further clarification. • Any trees within S of utility easements and paving need to have root barriers, see spec sheet LP-2. • Landscape Contractor to locate water and sewer service to the building to avoid any conflicts. GENERAL PLANTING NOTES 1 All planting notes to be Florida #1 grade or better as stated in "grades and standards for nursery plants' pan I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2 Ail prohibited plant species shall be enedicsted from the site. 3 All plant material to be handled and planted in accordance with standard nursery practices. 4 All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5 Al planting beds to race ve three (3) inches of maleluca, recycled bade or other mulch, type'B", or be (no cypress mulch) 6. All planting areas must be irrigated to provide (100% coverage & 100%ovenap) by an automatic irrigation whvater sensor system installed by whined Irrigation contractor. 7 Sod and irrigation will be provided within all the unpaved areas including the ROW. 8. All mechanical equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6" above the item. 9. All underground utilities should be located 48 hours prior to commencement of landscape const—bol The Landscape andlor Irrigation contractor is responsible to call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within two -three (2-3) Inches of final grade. 11. In case of discrepancies, the landscape plan takes precedence war the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 ft. separates all trees from pole lights and overhead utility lines. 15. Wilhln all site triangles there shall be unobstructed visibility within 2.5' and 6' above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to City of Gulfstmam Standard LD 1.1 & LD 1.2. 17. No plantings shall be planted over exfiltralion trenches. 34-PO4 4-BEG 2-CD, 12-OA — 30-LIR 5-BEG Ili ' I` �w¢j 20-PO4 ♦_< t :ine= e' 2fi SIDE STETBACN l 20-PO4 i- I ,� I 45-Cl f I � 1-JAP, 12'OA o; of 1-CD, 1Z'OA ! I EXIST. 1-CD, 12'OA Georgian Style Lot 13- Sea Glass model 10-ARS 4-CRO, 4'OA 3-FP1,14-16'OA 40-FGI 28-PEN 3-AGB 2 GAR, 5'OA —1 \� 10-PO4 / r 3-CRO, 4'OA 8-IR 1-EUR O'D�60W_4 l - )I I. 28 0 I UIMIRAGE ,. a DRIVEWAY I, COURT I I I a 36-PP - 1-EUR 401 -. 5-BEG 34-LIR - I 36-LIR J� ,k - c. 4 2 JAP, 10'OA w i + 30-ANN 30-JM 30-JtA � Q1pJ�JA 1s a 2- TOB 3-QV, 16'OA, -- -- - STREETSCAPE TREE 138.00' 8' 16' SCALE: 1 /8"=1'-0" - 3-CAL 3-CAL — 10-ARS 10-ARS — BLUE WATER COVE SITE LANDSCAPE PLANSCALEN 1"=8' � I 164' 20-PO4 t EXIST CLUSEA HEDGE EXIST. 1-PIDGEON PLUM EXIST. HOLLY TREE SERVICE. N-ip. Enveb' ID: DFBEB169-iID5FA15298fi09BB71 EBA O DO NOT CUT LEADER PRUNE DAMAGED OR DEAD Q ��0o O WOOD IMME➢IATELYFRIOR 0 cO �� TO PLANTING DIRECTED TO PLANTING111IARCHREC �oOO o�000 � V�Oy(yy (),, (}r�/Mpy) �p(0 DOUBLE STRAND 912 GAUGE WIRE 'y .vT j}(((1 V0 WITH Y4.0 RUBBER HOSE. 0 �p p1Y� 0 0�0 �� 8W pp,,.� �� 3PERTREE AT EQUAL SPACING, W V pOp0 00 p MULCH 3' DEEP OQ p �p Qp OQn p nyp o0 goD00n SEE SPECS) o 0� V W 0 A 0 �J 0 ✓Q MULCH, 3-DEEP (✓ 00 0 YAY BACKFILL MIX AS SPECIFIED 3- BASIN MR WATERING, EXISTING SOIL 1/ .7 FLUORESCENT ORANGE MARKER 'SET TRUNK FLAIR OR TOP ROOT 0'-T ABOVE SURROUNDING FINISH GRADE, UNTIE BURLAP 1/3 FROM BASE OF TRUNK-1- TRIM 1/3 FROM CROWN. WIRE BASKETS REMOVE V2 FROM TOP OF BALL AND ALL BYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2'4- STAKE TOP TO BE 2- MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. NOTE: SET RCOTBALL ON UNDISTURBED SOIL. DISTANCE BETWEEN PLANTS SHOULD BE =AR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE 'TREE SUPFORTSTOBEREMOVEDIN6MONTFLSFOR WILLVARYACCORDING TO SPECIESANO HABITAT OFGROWTH SO THAT NATURE PLANTS WILL NOT TREES AND 12 MONTHS FOR PALMS OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2r' cal. and over PLANTING DETAIL 0 ,��]l�1 Ort r0si`LyK�,! lT 0rt0 00 0 R�,OWQ/r�Q'�Ji�/l�� a (��� 0��ry0 8 ��!! PROTECT TREE WITH 3/a'O DBL. STRAND NO. 12 GALVANIZED Vri'1 RUBBER HOSE GUYWIRE(MIN. 3PERTREE) RED FLAGGING TAPE 0 3-DEEP LAYER OF APPROVED MULCH ON BRACE p�ALryLp� Pl1WT MATERIAL SHALL NOT BE 3-DEEP LAYER OF wpyvTy PRUNED PRIOR TO INSTALLATION U AFTERPLANTSHAVE BEENINSTAU- APPROVED MULCH pp0 0 EACH PLANT SHALL BE PRUNED BACKFILL WITH PLANTING SOIL y0p 0 V FOR UNIFORMITY. STAKES TREE) (3 PER TREE) I, PER BACKFILL WITH PLANTING SOIL B SET T FLAIR ROOT O'-1'ABOVE SOIL BERM FOR WATERING BASIN FINISH GRADE lit SURROUNDING FINISH GRADE. I STAKES TO BE GRANULAR FILL BELOW PIT IN EXISTING MATERIAL OR �I SOIL BERM FOR GRANULAR FIL WATERING BASIN MATERIAL, OR SUBGRADE EXISTING GRADE EXISTING GRADEWil - UNEXCAVATED FOR SUPPORT 'SET TRUNK FLAIR OR TOP ROOT Y-2- ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 113 FROM BASE OF TRUNK✓9ALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM L. FROM CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 1R FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL 'SET TRUNK FtNR OR TOP ROOT 0'-Y ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNKBALL TRIM i/3 FROM CROWN. WIRE BASKETS REMOVE IR FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOENAILS CETO FILN WOOD BATTE RED GGING TAPE ON GRACE ON BRACE METAL STRAPS SECURING W MIN5 WOODBATTENS 0 MIN (3 TOTAL) :LAYERS 6URLAP J�/I MIKE 3' -ADEEP LAYER OF NO ENTRY APPROVEDMULCH NO STORAGE BACKFILL WITH PLANTING SOIL NO DRIP LINE BARRICADE OF ORANGE SOIL BERM TO HOLD WATER ENCROACHMENT 'TENSOR' HIGH VIGIBILITY MESH 2x2'x4- WOOD STAKE 4-HIGH FENCE AT DRIP LINE FENCE SUPPORTS SPACED S APART GRANULAR FILL 2'x4'x12- FOOT PAD FOR MATERIAL OR . A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT BOIL CONDITIONS EXISTING GRADE SUCH AS SAND, BURIED - THE BARRIER SHALL EXTEND TO THE ORIPLINE THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE UNEXCAVATED CLEANING OF ANY EOUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. 00 UNTIE BURLAP I.G FROM BASE OF TRUNWBALL B TRIM 1.1 FROM CROWN, WIRE BASKETS REMOVE 0 o 1i2FRDM TOP OF BALLAND ALL SYNTHETIC BURLAP \ _ REMOVED COMPLETELY 0800 �BE 0 LUµUµ„ynj'rslUUp�aa�0 �1CD XQ PROTECTTREE WITH 3l4.0 DBL. STRAND NO 12 GALVANIZED RUBBER HOSE GUY WIRE RAIN.3 PER TREE 00 3-DEEP LAYER OF RED FLAGGING TAP 0 APPROVED MULCH &�m ON BRACE BACKFILL WITH PLANTING SOIL iMVl11 SOIL BERM FOR WATERING BASIN (sR XfIIFs aLNSLY) n4'XB'-0' STAKE STAKES TOBE 16GRANULAR FILL flC)BELOWPIT INEXISTING MATERIAL OR SUBGRADE EXISTING GRADE NOTES. UNEXCAVATED NOTES: FOR SUPPORT 1. ALL �oT lsltl4Ms siWl eE Y IOMY Tads ALL rify F.tnl�s 'PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF FOOTBALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR 2 TIE IICT P1a0�m 6sOT.11196 ILL BAtl3�A4 9WL IXQ1O UP Tb FYa9m qME d wsL Rib NL n1Y FAwln6 ROOT a t9USb_ raw AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS p etivT OIZG�R9 si4Ll ec kkYOI.M X luP IARos'fD IT+mccrs xd4sy6 AT THE BOTTOMIDEPTH PER CITY REQUIREMENTS �. Rat aAP�lS SX,tlI ]0' PIaF35 . 4u ItpoT aAwaNxa 61MtL I,B .iSMUlE00 N ✓m aK� wqi ilwrAmM� SMALL TREE (2r cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1. PLANT MATERIAL: All .'aril bb.-1 sM1ml be Fl- ei or better II ¢slab sNetl by'GmCes antl sit.- far Nursery Pbds' d the slate ,if Fbnda, DeperMent of Agdwllure. 2. All ;reos, shmhs antl gmurdcovars shall be dllre sizes as s'Ciged in- Plont UN. 3. Ouanlilies IialeJ m the Lb. Plant Lid are fcr estimating purposes. CPRvador shall verify all quen(liea Mubh, to05ei1, faNllzer.etc. shall beI-dedin iha unit codol Me plants. 4. Whenolberalcadisttepa,y,M IRq...III— planlna Ns orspecif tiros between the plan ar pbnl IRL the IF- takes precedenw. E. All plant, beds arts wear basins for bees shall be cwROC with a 3" minimum depth d E. Ahpl. eumlyd.. or other orgenb mulch gratle'8'or better. 6. Tha PVnlhg Pan shell be nsV Ilad in cpnpience with all existing Cily Xidn and applicable deed bsVkI— T. SOD: All areas ru[ ua W (orbuiMirgs, whicWar use areas, walks ar paFiing betls stall be grassed. Grassitg shall eximtl V any abutting sheet pavement edge and to the mean audna many abaning penal. lake 11 vratanwy. sad I. ba gmde'A' woad free. at areas ma:Nad "Lawn- snan IN, St. AUBastlne'Poratam' -Nd sad The Dry R-b i.. area shell be'BMb Grass /'Paspelum N..- AN sod shall Da set bwi btbland even along plena, I»da. Lantlsw''-trap., Isrite"sible forpm.i.1 Blair own square fpdage bkmHs d fie10 an verifimfion io provide 1o0%sod mwage of all areas spacdled 8. PLANTING SCIL'. All iron and .Nubs shell fxa pVmed vdN a m:Nmum d t2' Wpm--d and N:mdh Pe 17,1.11 --bt ti,,bi..It be 6'IorgrouMcowrbrms, Ifor N... grass areas and 2' Id sodtled gross areas. 9. PVning sell w be a weld -ace mixbre of 50 "-I 40 %muck, end 10 "n Canadian peat. All pant-it.l b m= planing sot , per detaib. PlanUna sog ba;kfill br all Drowsed v - hg p as roper mixed v4m a-- a I `- d.0 and debris. Bpeaain ab. a ace hat be bac.W 10. Convacbr is responsible tar mterminlrg all utility I-th- and-iblibg -It- mnflbA. All tlamae to exbiing utilities or ilrymvemenV 'used by Conlrador sW li be mpdmd aI -Al gnal manp me owner. 11. Cpnlrador to noefy'Su'hbe' at i-S00-B38-4092 (4B) hours Rior m digging for underyround ul8iy broth'. 12. C'hacb, stall ba responsble b' proNOng final grading c/all assocbied p1aMl, areas R . final gatle, area b iraked W fi'tlepN and a® rock and breign inorganic malerbls removed - one i eappsatl d prppeny off -all.. 14, All planting hobs b W hand dug .cep where machine dug hales IN rot adversely aflad a damage utilities or npmvsmanls (sae note 8). 15. No plunging d any Vee p'Im will be eaupted. All pbnis lobe pIbbbA cal trunk flair d soda' rm110 %ebwe grade (per City mqulramen[s). 16. Contreclor shall cbka d BUY ail frees antl pets. al time of pbng, es par Iha ,pp -lbitodebll. Comrades la resp'dble bribe melntenarr»end:p re'ir of all staking and guyi, duhng wa ly'rod. 17. All',Mtg islands nuacudng less than 11 feel (indudl, mftli due to Wrning radii requimmenls shall have rod bertlem i'blled aAdnst the full perirreter of Ile island. All iN.b shall be exwx'etetl immIslands to adepm of 2-112 feel antl badhlntl with ba specified b laming mix. 18. Fadillwrb r ,ass.... shall be NPK 166-0 12,S IIXdI000 sJ, ar 545 ksracre. Nitrogen 50 'b slow release form Bfedlzerbindutle zemntlery miamulrients. 19, SUBSTITUTIONS AND CHANGES: All vMtiOnions antl phe,as shall be approved'. wiling pion to Fdalialion. AW disRep-between pbm. site and specfi--shall be brought I. the Imn'diale 1tten011 of 01 Archeact the owner antl The Town d GuHsheam. - WATERING: All pleb menu] shall Ixa watered in at time of planli, In .-dance with inn 11nursery i.,-d. In adCiron,C-thb,I will..I. f watering of plant material anti substantial mmpblion end as naetled iherealbr for a period of 2 months. 21. EXISTING MATERIAL. All ezisB, -I =_hell be bi-ght b mrrenl sty coda sbMards. ail nI ti, hl dges mud ba mnlinuous es requimtl. 22. DRAINAGE EASEMENT: Wr-approval mrat be obtained from Ioml water management dsVd prior b p-bi within its d-gl easement, 23. All new plan) -Riial -11 be guamnleed for 1 year tram time dfi'I -ponce of P'.1 . Any Plant mated., riot in a III growing mndlion will ba replawd by the Conimdor at, addironal msl to lha Ow'rwithn l0 days of nadiration. For all ti,b ,emI pbntmaterial, thew..ly1y'11 shellbeextendedanadtlitbhb, ddewtd Iha on trial warren' plod. d- I, f Ili null antl void for IaJ,,,,. ri-bit, his .g,. ed A yp Y P g R dies as a ,aeon oI "ads d God' limited to hail, freeze, lightening, aubml- damage, and wlMsexceedin0]S mph as daflned by the kMeml Hummne Center. AO trees that lean or ere plown war, mused by, OOwn- Vas than ]5 mph, wHl be reset antl brawtl by ba DDdradOr at no atlditlonal cost to the p. 24. Type "D' cuNi, and wheel stops shall be prwidetl in me V OA. Refer to paving and drainage dl l ll sheet for devil d type "D' curb and wheel stop. 25, Tha sumnsf I bldder slut fumbh to Me Owwr a unit pnm breakdown for ail materiels. The Dwoe, may, at Its d l,l add R delale I - the mat-1.'iron,, tin and prior bwaW-11-red. 28, No plant water.: MIA b. accepted ii- g evgenm of cable. chain marks, eq. m..L smrs or.therms,-ged. 27, Plant material will not be al -pled when Ibp ball of -h --m es root bits been cracked, broken or dhenvise damaged. 28. Rod -prune oil bees a minimum of (B) weeNs pin, Io piami,. 29. Tree Bret. shell be pashanm to meol in Ue center d -11 and hew un(orm sparing L. oldsbe edges at casfln'. InMa6 �aln 'nitre bdim;ea m pans naah and leveled wph rtoun0in8 pavement INd- Install steel angle frame, in wncrele Ruch antl buried with sunounding paving sr.depe, rteinV In flusM1 and Iwabd at all times. 30. All Iandswpatl areas will fu im,' by an uMerground. aubmat i,. msthee irdga bb system providing lm %mwmge and loo % spray overlap The s,1-.1.11 De mint good working order end dedgned to minimim wain,' ImpblA.. services end rot overspmy wa0'ays. AR-sd device shell be installed b wemide be iRt,,- pytle of the sydam when adequate relntall has mmrted. 31. Hedge malarial shall be planted equal b Ou height Drell tlumpsl,m. trarsfpmers, me Riml equipment end dher grouts bee-sVMi, utfity equipment ar enclosures. 32. All plant material planted whin - sight diihib-triangle areas (see plan) shall provide unobsWcCed orou-vlslbl:Xy al a h-biI laws thlb- 30 inches and B teat above adj..t .heel ,,rode. 33. Np canopy twits shall ba pVmed'thin t5 fed of a 1,M pole. No palm spades shall pit planbd within 6 feel d a light pole. 34. Gourd cover plantings shall provitla not lass than ]5 permnt mvpage imrretlisiely upon plentlng antl 100 percent mwmge wlNin 3 mmlre efler plen!Ing. 31. Th. Rat b.. bar-d'shall be provided erountl existing Imes fhal may be I.Tpadetl by be proposed wnztmption. P-bany wnstrrcron.treeP-.b bamtFb.b'ction shall be mndudpd by the hib- a amhiied, owner or governing bt.-Nigly. Refer to bneswpe d I fp tree p1li-bbm bamiwde fend,. 36. Troe remwal'relowlion permit/ must be obtained for exidi, veer to be remowtl or reiom etl 31. In ell'Onlnen eroas, all trees end palms shall be mairtbined la allow Ica Gear p"ge at an 8 hot clmr W nk. 38. Qt,-ibas shown on the plan) list bilk, precedence over any discrepancies between the plans antl plan) list 3B. Proposed berms shall rid mwe0 a 3:1 40. All plant/ era to ba lap dressed with a minimum 3" layer of MaVleuw mulch, Eumlyplus mulch p equal. Mundt 13' beyond planb,s. 41, All Landsmpe 11,... to be provided with a.-F sprinkler system which-R Ada 1, %mverege end 100 %owdap. All inigalion Lbibgs and heed mnneclbns will be purple pipe Sch 40 PVC, 42. Trees in Lawn ems era .-N. a 24' 1--r mule 43. Rain u r is required and shall be no own spray on any walkways or sidewalks. 44 Conlradormust.1-landsw'.:agaron and bee remov Pb- 45. Trees.Mil be pl,.Nd 4-from 11 under,,- tility krres. Wmbn.'roved wi0 be pbrabed from all army mmpames W Ina p, wad twee In me Iamswpe easement. poor to bulldi„Imrl and approwl I - nit Town d Ga9sveam. 46. Lendsmping to be dear T' 6" of fend end dies and 4- belting all fife hydi-bi, N sunshine state ONE CALL of florid. Know what's below. wart Call before voi —S, Envelope 10: DFBE916e.D9044o5FA1525a6n9 —Ee4 y LANDSCAPE REQUIREMENTS LOT 13 SINGLE FAMILY TOWN OF GULFSTREAM, FL A TOTAL LOT AREA 16573 SF (100%) S.. IMPERVIOUS AREA (BLDG, PAYING, DRIVE, ETC) 8799 Be (53.D9%) C. TOTAL PERVIOUS AREA PROVIDED(A-&) 7774 SF(4691%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Ck30) 1SS4 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 20M. SF F. NATIVE VEGETATION REQUIRED(Dx25) 308 SF G. NATIVE VEGETATION PROVIDED 400+SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTALTREES REQUIRED(A)'2500-H) 7TREES J. TOTAL TREES PROVIDED 12 TREES K. TOTAL NATIVE TREES REQUIRED (H+Ix.50) 4TREES L TOTAL NATIVE TREES PROVIDED 5 TREES PLANT LIST LOT 13-SEA-GLASS MODEL SINGLE FAMILY CITY OF GULFSTREAM, FL KEY QUANT. PLANT NAME REMARKS TREE§/PALMS PROPOSED OV 2 Quemus Virginlane/ LNa Oak 16'OA. 7CT, 4"CAL, full (hakwi) CD 3 Coc-lobe Dlverslfclleff Idgeon Plum 14'OA, BCT, 3'GAL STD, full (nalf m) GAR 2 Garcmia SplcelalGaminie Trees 5-6'OA, STD, full (drought) JAP 5 El —carpus Dsclpiens/Japanese Blueberry 10'OA, 4'CT,match, full (drought) FP1 5 Wodyetia Bifundala/Foxtei Palm 12'CT, 13-18'OA, B'CAL NO (drought) ACCENTS EUR 2 Chamaerops Hum3ia/6nopean Fan Palen 4-5'OA, 54bunk, full (very drought) AG 12 Agave Blue/Blus Agave 3D"OA, full(verydmught) TOG 10 Ilex topiary balls! Hotly topiary bells 7GAL. 20A match, full(dfoughq ARS 38 AlocesW Regal Shield/RagalShmid Alocasia 3GAL, 24"OA, full (nondroughp CAL 6 Cellethea 75ebnna/Zebm Callathea 3 GAL, 18' OA, 24' 00, fulf (non4rought) IR 18 Neomariw caeruleairlsRwehe Aposlfe Lilly 30AL, full (drought) SHRUBS 6 GROUNDCOVERS CL4 45 Chu— Guttlf m/Small Leaf Clusea 45'OA, 30.00, Out (native) PO4 161 Poedocarpua MakUMaki Yew 7GAL, 34'OA, VOC, NO (very drought) CRO 7 Codhm.rn StoplghVCmton Soplight Yellow 7GAL, 33'OA, full (dro ght) PP 96 Pododerpus Flingles/DweIf Podacarpus 3GAL 14" DA, 20' CC, fug Idmught) BEG 21 Begonia Angel Wog While 3GAL, 44' OA, 20' OC, NA (drou9h0 FGI 105 Ficus ,Mlcrocarpa Gm Island! Gm Island Fie 3 GAL, W" DA, 20. OC, fug (drought) UR 192 Litape Big SNe(Big Blue LDyhud 1 GAL, 10' OA, 16' OC, full (drought) JM 210 Tmchydsperma Jots Minirrml—ins Minimal GAL, 6' CA, 1010C, full (drougihl) PEN 28 Pentes Rasbeny Dwarf 1GAL, 1D-i2"OC, NO ANN 120 Annuals seasonal selection by owner 6" POT, 6-10'OC, full SOD As Req'd Pespalum Sea Isle One Sod SO. FT. NOTE • Native, very drought and drought toleent plants indicated per Xenscape Rant Guide If.. • Trash cans and recycle biro are lerabd Inside the garage. Site drainage flaw is to the sheet thas are no drainage inlet exfdleatfon on site, see Cvt Documents ror further clarification. • Any trees within 5' of utility easemens and paving need to have root banters, sae spec; sheet LP•2. • L rd—pa Contractor to locate wataland sewer serv"c m the budding b avoid any -mitt. GENERAL PLANTING NOTES 1. All planting nobs to be Florida #1 grade or befler as slated he "ge ades and stsndards for nursery plants' part I and pan 11(2007) State of Florida, Department ofAgdcu fum. Tallahassee. 2. All prohihlted pWni species shall beeradiaatea from the ails. 3. All plant =fare[ to be handled and planted In accordance with standard nursery practime 4. All plant mat eral to be guaranteed ror; period of ninety (90) days from data ofinitalia0o•n 5. All planting ceNe bills to rethree (3) inches of maleluca, recycled bark beer ogler mudIx Wpe'B', or bet (not eyprasa ..let,) 6. All planting areas must be Irrigated to povide (107/-veraga B 1DD% overlap) by an aurtomalic irdgelked wlwaar sensor system instalhd by cedfied imgaefion aontreclor. 7. Sod and inigaton will be provided withh all dw unpaved areas imckedig the R.O.W. 8. All machanicalablulpmenl must be screxhed on three sides w/a hedge. solid fence or we If to e height minimum 6' above it. it... 9. Ali underground utilities should be locoed 48 hours prior le -.mmencement of landscapes wrea uctior The Landscape andfor Irrigation conhador Is responsible to cag loll free 1.800.432AT71 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible or rough grata within lwo4hme (2-3) inches of final grade. 11, In case of dlsuepancles. the landseap plan takes precedence ever the plant hel. 12. All existing hcas to remain win be Dimmed. P—od and Protected with an aporopdate construction barman 13, A minimum distance of 15 tt separate all trees from pole lights and overhead ublily Ones. 15. Within all site triangles there shall to unobstructed visibility within 7 Be and G above pavement levN. 16. Any Users ani shrubs within water, sewer or drainage sa"rriants shall conform to ally or Gullemem Standard LD 1.1 6 LO 1.2. 17. No plantings shelf be planted over exiltration benches SCALE: 1/8"=1'-0" Georgian Style Lot 13- Sea Glass model EXIST. FISHTAIL PALM, WOA BUFFER HEDGE r 28- PO4 EXIST. 2-GREEN BUTTONWOOD, 14'OA EXIST CLUSEA HEDGE EXIST. 1-PIDGEON PLUM EXIST. HOLLY TREE SERVICE. i ar_8r_On Docu6gn Envebpe ID: �FBE8169-D9D�-40'.�FA15259E0969]t E84 FRQNT NORTH ELEVATION GEORGIAN STYLE REAR SOUTH ELEVATION Georgian Style Lot 13- Sea Glass model ID, DFBE8169-09p4405FA15259609BB71— RIGHT WEST ELEVATION LEFT EAST ELEVATION —c —PEW. /L Georgian Style Lot 13- Sea Glass model GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. SINGLE 31' ---------- CONDUIT — LOT 1 CIL CUL-DE-SAC 244.27' ---�-- 5.90 NOTE: 22) TRACT 'B" LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 IMPROVEMENTS SHOWN ARE PROPOSED UNLE55 OTHERWISE NOTED. e' - - - - - - - - LOT 2 FPL AD - - - 7.28 TRACT "A" 6.34 BLUEWATER COVE TYPE"F" CURB C C BLUEWA U by LOT 14 LDT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 TRACT 'C z 0 z LOCATION MAP - - - - - - - - - - - - - - - - - (NOT TO SCALE) PAD LOT 3 LEGEND ASPHALT o N'89'14 58 E 138.00 PAVER _.1 ❑W F — 10 .U.E CRIVEWAY - PAD SINGLE 4' CONDUIT — — — — — — — . 0 0 _ o FLOOD ATV o n FLOOD ;AVM o WALK ZONE "X" ISER FPL n ZONE "X" WALK ....._ PA -. (SHADED) PAD (SHADED) FLOOD ZONE "X' (UNSHADED) FLOOD JJ '>ETBACK 15.24' 22.83' ZONE "X" 22.83' 22*11 UNSHADED LOT 1 14 COVQtED ENTRY 33.25' 0.85' RESIDENTIAL DRIVEWAY LOT 12 N PROPOSED FIN. FLR.= 8.00 O SURVEY .28 ¢ ¢O >Q _ iRMS) N m0 a �D FLOOD ZONE 'X" g.29' ,} a N 35.33' (UNSHADED) W CV o O N a a 2.DO'- O 1 .37' 1.79' 2.00.' y 2.00o o COVE D o N O I< p 2.00P._ N LOGGI N n N FLOOD p Z ZONE 'X" 200' . b pph?N w (SHADED) "' 3.50 - - -2.00' p o - �PMOOL '^ n o `� � D o w 0. 0-GA 17.49' 38.00' w GATE .50 1 .49' PA a E SITTING, ' PAVER SUN POOL AREA OL o N �: DECK H 63. 9'N FLOOD ZONE "X- _ o o c1 (UNSHADED) PLASTIC FENCE 50' N N _ D.50' N N 0' S'89"14'58"W 138.00' 12' UTILITY EASEMENT (O.R.B. — PG. 1924 & O.R.B. 16327, PG. 1128) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12' UTILITY EASEMENT (0..B. 16327, . 1 228) -:6- --T — — — — — — — — — — — I I I i I I 17 IITII ITY A MFNT I I NOT PATTED m CAULFIELD & WHEELER, INC. BLUEWATER CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING LOT 13 /l- 0 7900 GLADES ROAD - SUITE 100 /f BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY A/C - AIR CONDITIONER r - ANCHOR ALUM. - ALUMINUM ® - AT&T BOX CONC. - CONCRETE N - BACKFLOW PREVENTER COVD. - COVERED © - CABLE BOX F.F.E. - FINISH FLOOR ELEVATION ® - CATCH BASIN FND. - FOUND ® - CLEANOUT F.P.L. - FLORIDA POWER & LIGHT @ - DRAINAGE MANHOLE I.R. - IRON ROD ® - ELECTRIC BOX I.R.C. - IRON ROD & CAP - FIRE HYDRANT P.B. - PLAT BOOK - HANDICAP PARKING - IRRIGATION CONTROL VALVE O.R.B. - OFFICIAL RECORDS BOOK a - LIGHT POLE R/W - RIGHT-OF-WAY ® - MAILBOX TYP. - TYPICAL o - POWER POLE U.E. - UTILITY EASEMENT OS - SANITARY MANHOLE - SIGN oa - VALVE ® - WATER METER ® - YARD DRAIN ES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF SAID LOT 13, BEARING N89"14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. B. FLOOD ZONES: "X" (SHADED) & "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATION=13.25 (NAVD 1988) DESCRIPTION LOT 13, "BLUEWATER", PLAT BOOK 133, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. ^":, �'"'^ Digitallysig-d by wag -Jeffrey F. Date: 2023.09.05 Adobe Kaaba[ version: 201701130175 JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 PERMIT SURVEY 8 31/2023 RFJ FPL ASBUILT LOCATION 6/27/2023 RFJ REVISIONS DATE I BY DATE MAY 2023 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT SURVEY LOT 13 9599 SHT.NO. 1 OF 1 SHEETS c� o cA °O O . bn o a. 3 CZ w O -- '� cC O :� W CZ � �,' .,.., � � � � � Z � � � �' its m •~ (! w bJ� u �% O Mcz O �� o:% Qn z v 3 oA o o 0 34 rd c o 75 cz cd w ��j (� M � b�A b�A ... m ° ct n A LO cz cz cz a, 3 °; .p o A � o V �, v � .,, w w cn Q• � `+ �� o o 0 0 0 0 0 o c� o o v o O .O �� �✓ y O �, u a) u a) u V u u u � �, u � � lu cn cn cn cn cn co Sri r- � N O N � m � .� U') N O N u A Ul) -~ N U Po v p v ® L i c Ef ¢CT3i ® � c 3 E (o Q) a Q) (Dcu U `5 U CL O C%� E O 0 Q U �U • > Q O C co cn N O O OCi�'a ��Z U (D 0 O f� E u nm a. 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O F- : +� C>>6 a N U) U U L O > m U+� d N T () N _0 a) (a o0 J o 0-rn aD a) a 0 z -• E Q ro N o a� O 0 n- E. 00 w c O Z r T � U Q) � Q Q) L1J Q) (6 (D O N O OL U > m m❑ X Q) LL1 LL Q) .O 'U � o> a) Q a O Q a Q) 0 O LL C — m «s -a ,o O °� �_ � o a�i 4 0 to C (D Q) (DO a L Q Q C Do- FEZ a a- a_ a. m (n Q c) �❑ � UOU 0 O a) Q p Q) U) E� Q) Q a r N CO C) L Q) Q Q Q Q Q Q Q Q 0 Q Q O m ti 00 d' c� ('7 J LL c O U MO W U U 0) O O CO LO O T Q a) C O N ('� m m m X m U- (D U Z E (a Z 0 ii E f0 E a o co C Z Q d (n O 4- = C (1) C () C Q) C a) Q Q Q Q d Q r N ('7 'IT U U U U U C O .a N (0 Q E m O (6 CL Q) Q � H O a� m co (6 Q M O vQQin i 0- O a) 0 C) N (D C Q) E Q O () > Q) -o 0 O N C � O (D U E C) Q Q n a) Q cn � Q) -Q a) .c E o o U Q) a) -Q Q) Q) ,Cd � U Cc) L (a)O Z Co � Q) El O C- (1) Q,) U L p C /L V/ C E O Cl' 0 O co (D U �o Q Q) 0 Q) COU =O C a) �Q)JZ v U O � 0 ro (D co 0 = N U U Q fC U CO C O Q- CB cn 4-- «+ cn E U Ci3CU.0 a 7 p 0) C U �a o -C) a) 0 o Q") O a L Q) Q) N Q Q) O � o Q O (L �' N Q) Q N Q 7 73 LL 0 Z El ch Q c x W m � ro � 0 m�a OL m ca 0 O m 0-0 L C cr L — L C O Q) L E (D C C N — U ro U) > O O C Cn o (Do> a(D (>o � v �� L > > O 0 c C- CfN 0 Qm 2� 0 Q a) OL 0 a) -0 >O CD 70 O 0 �mO> C) O � E L OL a) p (0 Q0 > > C� c CD O a Q " C m L CCL O p a) Ol(� cB C C U Q) O C L — Q) cu a' (3) ^^a� Q) O L a- ( L) 'v � �S O� cn Ca L L p > ro oo °' L ��am.N � a �� U) O) Q) > N a N ro> � (D c 0 a) a) U N c o Q) a)��a)o ° QG)� ro ro E� C coO 'i — a) to co to Q) co+� C Q) 00 _ =UO )Cnd `-Lu F (D U V Lo ro-Q U -O a) v- 0) O Q Q Q c c ro O E ro O c`') a) > 73 O m ro a) > ro Co O CL E o in Z (D O o) N U .o p z Q) ❑ Z o) O c o Q N o r o O CO H Q N ❑ N N U E � U O >- ❑ N � ro � 0 + O Cl O D O 0_— �... C E' a U m a !Eo c Q) o C) z 0 O 0 E ro p^ 0- Q) C Q _1 Q z z 2 N m L a) O > �) c U x o W p 0( O O �� C $� o a) _ ro Q _ M � L o oN �" �Fz w-� �o a) oo UE o ro co U 0 O U) L _ O U C a) � ro <) N a) Q 00 C/) cn Q Q Q Q) U) O� O ro� Q) ro -0 c Q ccu > U� N (� i — � O Z) � a) � L Q 73 O cn L O E _0ro Q Uro o 0 — Q) a.` E O 0 ro z () 0- Q) C Q ro Q ro Q- O ) > O QM O ro cn //1 0 N (1 o% o0 �C) 0WQL �� ro c CO N ❑ E R > a) a) 'O Q) � 'o U p a) -- ro v o U O O Q o Q ro o a) Q Cn o -- Q (� U Q o 0 Z o 0 O Q) Q 0, �-O = "- In Q)� _U p-q' O U O 0 0 +� a) a) Q 4) cn L O O O N O 0 0) 0— a)$ }_ } Q L �i Q 4- `i �i ❑ L O 'a QC/) WEST INDIES GENERAL NOTES N9WLFplAV TrEflpLa8a11NCC@E �l111LI111[aIR1 [iSIQZB ftRieD af09UPYetb 80LLff AWE AL eAXX M ALL 0.i sBCrcoSV/Arla2mosLaapsRn sA$0.1A9ta nnr>�rc�vlM au. uRx'sae amv'. m. �Fara]arin]ons ao wnRecrmaPa rnerra@na�nas xn ravuLaMO Rm®ra ausAEs ao w+r sxIlcuassrrnmon@mff as mmawasassaaxr@AroemcawmroME:E aA•e @axr<ss uncAnas erc.suu �osl 2 news R3anE ffrm@ror. 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BnCat® ea au� �si@s n nE Fee reM ]axa:rarx uanrc Ara ILSb M01 sa ro oIff1Y'A�ffi ff oars an ABBREVIATIONS PROJECT CLASSIFICATION 1a%16TG Mn +nm® aLa;raae ]LL OCQPANCY CIASSFiCATKN NIG NaFNaaVIRaGF� ups NAB TYPE Cr CCA6rfeL7IDN (lASSF1CArRID7 i��DCtl taIX nrs Norm a'JRE Kot+svmam aT(i0a oA oewL CPC STC iY - SIM7E FAMEY MSDMICE :aet T aff offIIx£ )eAR @meet ansmea— STRUCTURAL ENGINEER uaatTe arc aces XNN•EIIW OP. 6iCalE >aifnAG RATe I--- >Catl may! alti'� PROIAL EWGIS EE Sr RIICTIJRAL ENGINEERING. �� �. a✓�r � 5NE NMnrHd+/g II'>. (� J��t,�(- PAaRAVaR@0A 9a51 %213A5 R] P.TDP. PE'SLErQFA SrAE]et Pm PAallllal _ ]aw ar, amour rLe ]awsan RAa RmRs BUILDER auwre as mow --- RA PIAlQSQC MN RI16 RDWJ@ ELOPMENTT lEnafK RWL RAN WAI@IEN@ CORP. a11P16T ED[a 8 ]E Wd5CaM11RL�lCW£ _ _ eau RA�Tatrt@as vim �'Im@ eR beam U]utCE1E/VE wlVYna aYITG 66 WUnE FT 91xD@ sm. bfAH855103 wAsas sm merox+o MEP wuvsm+r sn. bna worar£r m@ sm+Aa= Faa1N6 SIRG b]aGrlOAI c.af sa. ass® 61LVN® Tc rwc axs GAGS lB. rFiFia1RE ¢]r3M rRc n Nz ® TAG rmffoaafY N Coaz LANDSCAPE ARCHITECT ueronam T- r@M= IBRrr iR. 1YP];Y IQAORK Wla a11�tN®anaA� n9E aArEret con w�aMv,WEmlm rCN� NSr. $Ia)E 161A]NI! WI Maaat WA mSlaa P� WH6 CONSULTANT SHEET INDEX a Date 9172023 D-1 Checked LR I MK Date l Approval - Date Permd 9l72023 Date Conet-tion - Seal: AA0002340 Q2011 i •��µ r Nl�R s i� LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 SITE NOTES •• SEE ATTAO✓FD 5.9VEY FOR LEGAL DESCRIPTION •• VERIFY PRCPBM LINE DIMENSIONS WITH S.RVEY •• SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HARDSCAPE DRAINAGE. POOL CC N5TRJCTION AND 0 DESIGN AND ANY 0TR9 SITE SPEOFIC INFORMATION. •• SITE DRAINAGE BT CIVIL ENGINEER Date 8/10/2023 Z-, Checked LR I MK Date l Approval - DalePermit 8/10/2023 Date Comtmction Seal: AA0002340 (.)2011 LOCATION MAP SITE COMPARISON / lo. �nrxl _oLwra BLUEWATER COVE AREA CALCULATION SITE NOTES IST FLOOR A/C • 4229 30, FT. SEE ATTACIVEO SLRVEY FOR LEGAL DESCRIPTION TOTAL A/C 4229 SO. FT. VERIFY PROPERTY LINE DIMEVSIONS WITH SURVEY a COVERED EII • 84 SO FT. SEE CIVIL AND LANDSCAPE O 2 CAR GARAGE 1• 560 SO FT. PLANS FOR ANY ADDITIONAL LOGGIA • 588 50. FT, INFORMATION REGARDING PARDSCAPE. DRAINAGE. POOL CONSTRl1CT10N AM TOTAL 546150. FT. SITE AREA 16560 S0. FT. TOTAL FOOTPRINT 5461 SO, FT, TOTAL SITE RATIO 33. DATE9n2oz3 DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION. SITE DRAINAGE BY CIVIL 3JGINEEER C� ROOF AREA CALCULATION FLAT ROOF I 406 SO. FT. FLAT ROOF 2 67 SO. FT. FIAT ROOF 3 69 S0. FT, W TOTAL RAT ROOF AREA 544 SO. FT. TOTAL ROOF AREA 6207 50. FT. FW6 Q ALLOWABLE LOW SLOPE ROOF 110.00 `Z LOW SLOPE ROOF PERCENTAGE DATE I0/I2/2021 - _ G�l SETBACKS ,se 1 oFw WDTH) ,rves.ne TOWN OF GULF STREAM NET tq •�1 oSD.Fi a�.Fi e]]5o. e]35D. Date 9/1/2023 D-1 Checked LR I MK Date l ApPmvaI - Date Perrnd 9/1/2023 Dale Construction Seal: AA0002340 n2011 SITE PLAN Q O Ed O --------------------- AS TERBEDROOM I I 1 I 1 I � I I I 1 I I I II I I I I I 1 I I I � I I I � I I I I == PRIVACY GARDEN MASTE�Rj,°B.ATH II I II __ Jl mrl I � 5 MASTER W.I.C. =F a±ivs � �3 ��If�l llTtII fill ll 1111',I111111 II. (I - IiT��,rJ r_—— __� r_____., ram__ __ _ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II «M I II II II III' CL a IR II II II II II _ II II II II I I I f II II II all'i1 II11 II II II II 1111 II II II II 11II I111 II II II II II II II II II LL — _ _JJ I I I I I II II II II II II II II II POOL DESIGN BY OTHERS 96'-2' BLDG. O.A. ---------------- II II II II I I LOGGIA I I I RRw I I I I B. I I — x "'-s I I I I — I I I I I I I ri I I I I I II II IIC ,1I II " n II I II POWDER I I I I I I I I -- saxe4� it II II II � II II� �II II II II II II II -------------------------------mr= //II I \ / II I \\ I I I \\ GREAT ROOM // I LIVING ROOM LAUNDRY — -I uININ � 68 z R4 I I I I I ® I � \\ I xnaucar \ / GANTRY / I / \ �____________ ____________________ ----FOYER T —xx sa R ______KITCHEN � I rr� le.a,d I �# I i n -J mmx BEDROOM q xa� f S♦ Kip%aN'9 II � BEDROOM 2 CLOSET 3 oa•a +a�a =r— II 1 II 1 I BAT HALL BATH 4�/ 4�6 0°O1 �sa I II II BEDROOM 4 I iosa u'-x x Ra 2 CAR GARAGE xn•w A-Szffi1' AREA CALCULATION IST FLOOR A/C • 4229 50. FT. TOTAL A/C 4229 SOL Fr. COVERED ENTRY • 84 SO. FT. 2 CAR GARAGE 1• 560 50. FT. LOGGIA • 588 SO. FT. TOTAL SITE AREATOTAL FOOTPRINT ::A TOTAL SITE RATIO DATE 9A/2023 7 p1I I Dale 9/12023 DramI Checked LR I MK Date [AppmvaI - Date I P—ft 9112023 Date I Construction - Seal MAA'D0234(2)2011 GROUND FLOOR PLAN Ilb' � ,•-0' ROOF AREA CALCULATION RAT ROOF 1 408 SQ. FT. RAT ROOF 2 67 SO, FT. FLAT ROOF 3 69 $0. FT. TOTAL RAT ROOF AREA Fi. TOTAL ROOF AREA Z2O7Fr.. AL.OWABE LOW SLOPE ROOF SIO.00 LOW SLOPE ROOF P52CENTAGE 1876 DATE IOA2= i Date 9/12023 D-1 Checked LR I MK Date �APProval - Date Permit 9112023 Dated C—t—tion Seal: AA0002340 ROOF PLAN _ — — — — . . ...— . — . . — . — . — . . — . . — . — - - 1 --41 FRONT NORTH ELEVATION II WEST INDIES STYLE 0 U p11 I �I0I �Iw m In REAR SOUTH ELEVATION WINDOW COVERAGE Date 9172023 Draml Checked LR I MK Date l Approval - REAR FACADE OVERALL AREA:...... ........... 1,175 SF REAR FACADE WINDOW Al2EAe......422 / 1,175 =36 % Date 1 Pend 9172023 Date I Carelmction Sea$, NOTE 40% ALLOWED AAo002340 ©2011 FRONT & REAR ELEVATIONS I _— O'd'n.J✓� 4LB 12 7 12 mYj3 RIGHT WEST ELEVATION a O U - rzo'r�ro�sce T' — d'FBJY<9iB —MAX -oa of curr�r rl . 1400e0Vc 9.4a - 400E /L . aTOA9evE8A9 Date 9/12023 Drawn) Checked LR I MK Dale Appmval Dale Permit 9/12023 Date C—t-tion Seal: AA0002340 ©2011 SIDE ELEVATIONS • I/4' • I'-0' W—gn E—ve ID: OB2592988643<2ACABAEA12dBBADie,ID SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30'-0" 30'1— FEAR SETBACK 2D'-0• 21'-10' SIDE SETBACK 16-0- MIN. (30% OF LOT WIDTH) EAST194"IWEST27 MAXIMUM HT. 20' TO RIDGE TOWN OF GULF STREAM '—_-- _ ......... ...._._. ._ _____—.._.__ ........... GROSS LOT AREA 16$60 SOFT 10 3M ACRES EFFECTIVE LOT AREA 18560 SOFT 103W ACRES FAR CALCULATION EXISTING DEMO NEW NET 1STFLOORLMNG OGO.FT OSO.FT 4,2295OFT 4,22950.FT CEILING OVER I F(DOUBLE) OSQ.FT OSQ.FT OSQ.Ff OSO.FT 2NO FLOOR LIVING 0sQFT OSQ FT OSOFT OSQ FT 1ST FLOOR COVERED 0 SO FF 0 SD.FT In SOFT 672 SOFT (PORCHES, OVERHANGS 212") 2ND FLOOR COVERED O SO.FT 0 SQ.FT 0 SOFT O SOFT AWNINGS > Y AND SCREEN OSOFT OSQ.FT DSO. FT DSO.FT ENCLOSURE (AT SD%) GARAGE OSOFF OSQ.FT 56050.FT 5605O.FT OUT BUILDING 0 so.FT 0 so'FT 0 SD FT 0 SQ.FT ...._... ......__--_.......................... ._. TOTAL FLOOR.AREA PROPOSED— -__... ......... DSQFT 0SQ FT .. _..... 5461 SOFT .............. 5461 S0_FT FIRST 20,30) x .33 5 464 5 5D- OVER 20 OW. 20 0 SOFT TOTAL ALLOWABLE FAR PER A1ANUAL 5464 5 SQ FT TOTAL HAROSCAPE AREA 2 M7 SOFT REQUIRED LANDSCAPE AREA 6,624 SO FT (LOT SIZE x 40%) ACTUAL %�ANDSCAPE AREA 7,768 SOFT `\ V B' 16' 32' SCALE: 1 /8"44' West Indies Lot 12- Nautilus Model I 4SQ. FIRE,PIT, OPTIONAL 138.00' MARBLE SANDBLASTED PAVERS, 6'xiTx1114' RUKNING BONDISTAGGERED PATTERN, COLOR TED o J 00 I !1 x m w o _ 366' n r E_PI .4. INFI ITY q L.. .... 1'+0 F r — 22 " POOL 282" CI® AL y v SIDE SETBACK -SEATING _- `.:... . •: 19'-2"SIDE YARD SETS Q--- _ P — --- -- _ -..� _---- . e 'th f I .x- -D• m POOL PATIO I gnxe --C SIDE SETBACK 41 3FA P➢'LRB3. , 3 I TO HOUSE ' ' Y MIII NUH IS Ci CP.7'.N f kCAD LN¢@BT f I o -- r . i. { DRIVEWAY � J P1t� I COURT TREMRON DRIFTWOOD 4"x8'x23/8' PAVERS ' 19'-4' RUNNING BOND STAGGERED1VI-r SOLDIER TO HOUSE v '—' - I. : _ _ COURSE BORDER, ON COMPACTED SAND BASE GQII D SIDE SB e — — — — — — — — — — — — — — — — — — — — — — — L ENTRY: - - i 1 vrALx< - I 7yD. ENTRY _ ... WALK TREMft N DRIFTWOOD 4' P R HERRINGBONE PATTERN W/ 4'x8- SOLDIER COURSE BORDER. ON COMPACTED SAND BASE - 16'U' TREMRON DRIMV0004'k8'12 3%' PAVERS STAGGERED! - 4'-0-- RUNNING BOND PATTERN ON COMPACTED SAND BASE L_.___ N _.._.______._ _ __.__._..__________.. ___r 138.00' _ - SEWER SERVICE. 1.5" W.M. SGL SERVICE - - o LAYOUT MATERIALS PLAN SCALE: 1 "=8'-0" LOUIS WAS VLAHOS LANDSCAPE ARCHITEI C� n LA #6666677 LC #26000319 REV. N0. DATE JOB NO. - DRAWN BY: UV DATE: 09.04.23 SCALE: 1"=8'—O" SHEET NO. SL-1 DocuSgn Envebpe ID'0825e29&Be4—GAd4EA124BB 1-1) LANDSCAPE REQUIREMENTS LOT 12 SINGLE FAMILY TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 16573SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8805 SF (53.13%) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 7768 SF (46.87%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) 15548F E. AREA OF SHRUBS AND GROUND COVER PROVIDED 20004 SF E NATIVE VEGETATION REQUIRED (Dx.25) 388 SF G. NATIVE VEGETATION PROVIDED 400t SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A / 2500-H) 7 TREES J. TOTAL TREES PROVIDED 15 TREES K. TOTAL NATIVE TREES REQUIRED (HH x .50) 4 TREES L. TOTAL NATIVE TREES PROVIDED 9 TREES PLANT LIST LOT 12-NAUTILUS MODEL SINGLE FAMILY CITY OF GULFSTREAM, FL KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED QV 2 Quemus Virginiana/ Live Oak 16-1810A, TCT, 4'CAL, full (native) CLU 2 Clusea Rose" Pitch Apple ITOA, 6'CT, 2-CAL, STD, full (native) CD 2 Coccoloba Divers'hoRaiPidgeon Plum 14'OA, 6'CT, 3-CAL, STD, full (native) IEP 3 Ilex East Palatka/East Palatka Holy 12'OA, 6'CT, 2"CAL, STD, full (native) CAL 1 Calophyllum Amillanum/Beauty Leaf 12'OA, FCT, 3'CAL, STD, full (dmught) SOS 2 Bougainvillea Sped— Fuchea TOA, STD, full (drought) CNM 3 Cocos Nuc. MalayaNMalayan Gm Coconut 14-16'OA, 7-8'WD, 12"CAL, w/curve, full (very drought) AD 2 Veitchia Men-MilAdonidia Palm 12'OA, SGL, full (drought) AD3 2 VeI chia Me rrillitiAdonidia Palm 12-14'OA, TRPL, full (drought) MP1 3 Veitch1 MePalm 14-16'OA, SGL, full (drought) ACCENTS GAR 2 Gardenia Miami Supreme/Gardenia tree 5'OA, STD, match, full (drought) PR4 1 Phoenix Roebelienti/Pygmy Date Palm BOA, QUAD, full (drought) EUR 1 Chamaerops Humilis/European Fan Palm 4,60A, 5-trunk, full (very droughl) COT 6 Cordyline Tricolon"Tricolor Tii plant 5'OA, full to ground (drought) BRI 4 Alcantsma Imperialis Imperial Bromeliad SRO 18 Alcantarea Odorata/Bromelia Odorate 3GAL, 30.OA, 3WOC, full (very drought) MON 8 Monsters DeliciosaBmad Fruit Plant 3GAL, 30- OA, full (drought) YUA 1D Yucca Altemifolia/Sofl Tip Yucca 3 GAL, 18"OA, full (very drought) OF 2 Dioon Edule/ Dioon Fem 3'OA, full (drought) AGV 4 Agave VariegatumrVadegated Agave 30" OA, full (very draught) LP 1 Rhaphis ExcalsafLady Palm 4SOA, multi, full (drought) ARS 35 Alocasia Regal Shield/Regal Shield Alocasia 3GAL, 24'OA. full (non -drought) SHRUBS& GROUNDCOVERS CL4 34 Clusea Guttifera/Small Leaf Clusea 4-5'OA, 30"OC, full (native) PO4 103 Podocarpus Maki/Maki Yew 7GAL, 3-4'OA, 2'OC, full (very drought) PIT 43 Pittosporum Tobira/Green Pittosporum 3 GAL, 24" OA, 24" OC, full (dmught) PP 26 Podocaipus Pin gles/Dwarf Podocarpus 3 GAL, 14" OA, 20' OC, full (dmughh GM 28 Carissa Emerald Blanket/Dwart Carissa 3 GAL, 14" OA, 20" OC, full (native) LIR 228 Linope Big Blue)Big Blue Lilylurf 1 GAL, 10- OA. 16" OC, full (drought) ANN 144 Annuals seasonal selection by owner 6" POT, 8-10"OC, full SOD As Req'd Paspalum Sea Isle One Sod SO. FT. NOTE • Native, very drought and drought tolerant plants indicated per Xedscape Plant Guide II. • Trash cans and recycle bins are located inside the garage. Site drainage flow is to the street, Mare are no drainage inlets, exfiltration on site, see Civil Documents for further clarification. • Any trees within 5' of utility easements and paving need to have root barriers, see spec sheet LP-2. • Landscape Contractor to locale water and sewer service to the building to avoid any conflicts. GENERAL PLANTING NOTES 1. All planting notes to be Florida #1 grade or better as stated in 'grades and standards for nursery plants' pad I and pad II 12007), State of Florida, Department of Agriculture, Tallahassee. 2. Afi prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to revive three (3) inches of maleluca, recycled bark or other mulch, type'B", or be (no cypress mulch) 6. All planting areas must be irrigated to provide (100%coverage & 100%ovedap) by an automatic inigalion whvater sensor system installed by certified Irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanical equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6" above the item. 9. All underground utilities should be located 48 hours prior to commencement of landscape wnslructioi The Landscape and/or Irrigation contmclor is responsible to call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within two -three (2-3) inches of final grade. 11. In case of discrepancies. the landscape plan takes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate contraction barrier. 13. A minimum distance of 15 ft. separates all trees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibility within 2.5' and 6' above pavement level. 10. Any trees and shrubs within water, sewer or drainage easements shall conforrn to City of Gulfstream Standard LD 1.1 & LD 1.2. 1T No plantings shall be planted over exfiltration trenches. SCALE: 1 /8"=1'-0" West Indies Lot 12- Nautilus Model 2-GAR, 4-5-OA , 6-BRO ■ EXIST, FISHTAIL PALM, 1B'OA. BUFFER HEDGE r 28- PIT EXIST.CD. 14'OA EXIST. CLUSEA HEDGE EXIST. 1-CD, 12-OA 1-CD, 12'OA SERVICE. -8r-Q" EXIST, FISHTAIL PALM, 1B'OA. BUFFER HEDGE r 28- PIT EXIST.CD. 14'OA EXIST. CLUSEA HEDGE EXIST. 1-CD, 12-OA 1-CD, 12'OA SERVICE. -8r-Q" --1 Envelope ID: 0825929&864342ACABAE-A124BBAD1- O DO NOT CUT LEADER PRUNE DAMAGED OR DEAD O ��OO WOO DIMMEDIATELYPRIOR O do at- or TO PLANTING AS DIRECTED �fJO O�OOO (� (�^(���0{s(I1A�r� BY THE LANDSCAPE ARCHOECT '(/ `•V�/(f-1'v DOUBLE STRAND 912 GAUGE WIRE xN VVVO WITH RUBBER HOSE. (Q�0 q,, o D,pU 0 �pBDO "M' dQ� 0 �_ B 3 PER TREE AT EQUAL SPACING, ((VO 000 MULCH 3'DEEP OQQ Q xR 0Q0QSEE SPECS) V0 Sy a R 0 MULCH,3-DEEP (/ 0a 0 BACKFILL MIX AS SPECIFIED 3' BASIN FOR WATERING, EXISTING SOIL 12'x2' FLUORESCENT ORANGE MARKER 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 113 FROM BASE OF TRUN .BALL TRIM VS FROM CROWN. WIRE BASKETS REMOVE 112 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY Z'x 'STAKE.TOP TORE 2- MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. NOTE: SET ROOTBALL ON UNDISTURBED SOIL. DISTANCE BETWEEN PLANTS SHOULD BE =AR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE 'TREE SUPFORTS TO BE REMOVED IN 6 MONTHS FOR WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT TREES AND 12 MONTHS FOR PALMS OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC, LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL 0 0041 0800 (CV 000 01 Y/ A D 8 � �� PR OTECTTREEWgTH3/4.O DEL. STRAND N0.12 GALVANIZED RUBBER HOSE GUY WIRE (MIN. 3 PER TREE) RED FLAGGING TAPE 0 3'DEEP LAYEROF APPROVED MULCH° APPR ,M�l��� PLANTMATE1111 1110TIE 3'DEEP LAYER OF �•, QO' PRUNED PRIOR TO INSTALLATION 0 VU AFTER PLANTS HAVE BEEN INSTALLD. ON BRACE BACKFILL WITH PLANTING SOIL APPROVED MULCH EACHPLANTSHALBEPRUNED eg L U RMITY. FORUNIFO 2'xa-X8'-0'STAIU=G BACKFILL WITH PLANTING SOIL 0� SET TRUNK FLAIR OR TOP ROOT O'-l'ABOVE (J PER TREE) SOIL BERM FOR WATERING BASIN SURROUNDING FINISH GRADE. STAKES TO BE 18' _ GRANULAR FILL _ SOIL BERM FOR GRANULAR FIL WATERING BASIN BELOW PIT IN EXISTING MATERIAL R SUBGPADE EXISTING GRADE MATERIAL, OR EXISTING GRADE - UNEXCANATED FOR SUPPORT 'SET TRUNK FLAIR OR TOP ROOT 0'-2- ABOVE SURROUNDING FINISH GRADE, UNTIE BURLAP 113 FROM BASE OF TRUNWBALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1.0 FROM CROWN. WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 112 FROM TOP OF BALL AND ALL SYNTHETIC SURI-AP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 113 FROM BASE OF TRUNKBALL TRIM 1/3 FROM CROWN. WIRE BASKETS REMOVE 12 FROM TOP OF BALL AND ALL SYNTHETIC BURIAP TO BE REMOVED COMPLETELY 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE NAIL BRACE TO 2'14' WOOD BATTEN �J/�/✓�✓ RED FLAGGING TA PE ON BRACE METAL STRAPS SECURING 2'x4'x 12' W00D BATTENS (3 TOTAL) MIN 5 LAYERS SURIAP DRIPLINE 3- DEEP LAYER OF NO ENTRY APPROVED MULCH NO STORAGE BACKFILL WITH PLANTING SOIL NO DRIP LINE BARRICADE OF ORANGE 'TENSOR' SOIL BERM TO HOLD WATER ENCROACHMENT HIGH VISIBILITY MESH Z.2- WOOD STAKE 4- HIGH FENCE AT DRIP LINE FENCESUPPORTS SPACED IYAPART GRANULAR FILL 2'x4'x12' FOOT PAD FOR MATERIAL OR - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CONDITIONS EXISTING GRADE -THE BARRIER SHALL EXTEND TO THE DRIPLINE. SUCH AS SAND, BURIED THE SOIL WITHIN THE DRIPLINE SHALL BE KE-T FREE OF BUILDING MATERIALS 3 FT, BELOW GRADE UNEXCAVATED FOR SUPPORT - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FLAIR OR TOP ROOT ABOVE SURROUNDING FINISH GRADE. 0 0 UNTIE BURLAP 10 FROM BASE OF TRUNKIBALL 1_0 ((((1111��_� TRIM I.B FROM CROWN. WIRE BASKETS REMOVE 12 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP _ ��0 REMOVED COMPLETELY D�QO r ,5 8 90 �� 4' PROTECT TREE WITH 3I4'0 DBL. STRAND N0.12 GALVANIZED RUBBER HOSE GUY WIREMIN.3 PER TREE 3-DEEP LAYER OF REDFLAGGINGTAP 0 APPROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL BAtlIFR (s¢1p1B asL04g SOIL BERM FOR WATERING BASIN 2'k4"XB-0' STAKE STAKES TO BE I6' GRANULAR FILL BELOW PIT IN EXISTING MATERIAL OR lTDg 5iRv1 A&m.-I SUBGRADE EXISTING GRADE NOTES: UNEXCAVATED NOTES: FOR SUPPORT s. ALL TMOT flWEAa aviL E a• IMAY Try Au arc FAnrllrs 'PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR 11 Ott sly N iA[WIIN. aaOT 6AVDla sIMLL EXt00 w ro .rasaD tux c Iaaw rxdg N,_ air rAwnks 1 F KO a00T ISmiRD. qT THE SURFACE AND 2TIMES THEDIAAiETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS a ,p.P®�ggiyP� AT THE BOTTOf.VDEPTH PER CITY REQUIREMENTS BY eaaTsmFxR aIX y YANrtl3 4'°° SMALL TREE (2° cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1, PLANT MATERIAL: NI IndI on.11 Ind Fld-. r n r Al esoblia by-Gmoes and S-dsfor Nursery Planet'ddk stet.d Fbridb.Dlp1,denld Agdwilure. 2. All ;etas. shrubs antl gmuntlmvers shill by of trio sizes as spedged in to Plant list. 3. Ouanglies list. m the to Plant list are for esgmaln9 Purposes. Cantradcr shall verify al! quantifies. Mulch,topsoil, femlea,elc. shall De lnclud. in lM unit coil of iM1e plants. 4. WMm_ these is a disvepency' either n quantitles, plant palms, sizes m spocilbaGons between the Plan w Plant Lsl, to plan lakes pracetivnce. 5. All plandng b.s ant water.sins for trees shell be cove. wW n 3' minimum O,plh d shr.tl. eucalyptus or other ogank: mulch prede'8' or better. B. The Planing Plan shall ba fmslallvd h compliers. wM all willing City mdos antl appl'-N. deadrestdciana. ]. SOD: All areas nod used for Duildinga, veM1lcWar use areas, welka ar porllnp beds shall De grassed Gras b,ohag 11oll,lk,1 uttingslreet to od, gnledgeantl to ins mean waterline of any abutting canal, lake ar wateway. Sod to be g of -,' weetl fine. Allareasmad.Rawn'sM1lt11 BC Augustin AllIll'Rodtam'sk, bsad. light Dry Retentionarea shall be'Baha Grass' /'Paspalum Nootum'. All sod shall De set level dghs end even along pladirg bed.. .Uddd..bold., d phadpr Is resporeibletar provitling(Nair own square footage IakroRl antl field venfiation o govitle 100%sod coverage of all areas specifi. 8. PIANTING SOIL: NI hoes and clubs shall be plamed v th It -hood of 12- lops., -1 antl beneath Ne lodbeil. Mi-topsol shall bo 6'1or groundcover.reas, 4' for seed. grass areas and 2' for sodded grass areas. 9. Planing sill to be a need -free mkol of 50 w°cant. 40 %muck. and'.0 %Caroler peal. All gaol ma:aial o re.eive plandng sod as par ddaih. Plalino cog ba 11 or all or000setl Poll , mud mix.vdlhexibktd-lheeolmckanddehris Band. d- ,roe. kh.11 b. haxMll. 1D. Caniredor is responsibl. to do - ow all duty Iooadon, and lI long facllities 50 a'. m-fl All damage to exiling uol.ies or imprammend caul. dr Conimdar knoll. repaired t m a.itbnal mkt u the Owrner. 11. Cantrador to npGM1y'Surnshille' a11-80g.83 I)97 (48) hours pdor to digging fo eyround ulilly bod'ore. 12. Cannaclor sM1all be resPonsDle b� ProWtling fiml grating el all assodal. plan[Ing areas 13. ai.pw r.mw. Aflo!(mil gretle, area b be rak. to 5'tlepih and a1 rack a. Iwe.gn inorganic materels and ad If progeny oR-alto. 14, All planting hobs to by hand dug .,mot wham maobin, dug holes oil not adversely aged m dama9e oldities or Flpro•rem.mc Ices nde 8). 15.No plunging deny hoe or palm will.mpt.. eoAll ph -to be ported wl rtetrunk fill, m sana.erml to %adme gmd,(p„City regWddnd-). 16. cortmgmr span abke a ear all I -A, and palms at Gina orpianurg es per m, appropriate detail. Contrado is IoPorabio br!Fe maim... Bnd:m noIX f all staking and guying tlu waoanty Perod. IT. All P I-E Islands measuring lees than 11 foot (indudirg orbs) do, ..ruing radii requiremenh shell have rogi bailers imlalbd against the lullp.metm of the lslercl. NI ILmarocN shall ba excevetetl from islantls to a depgr o/2-1M2 feet antl bedfilIld wild Ne speafied plamilg intro 1.. Famllzar no,4aas areas shall be NPK 16 441® 12.511-0D s.1. or 545 IbIV- Nitrogen50 %slow release foml&femlze, to Include secondary minondnents. 19, SUBSTITUTIONS AND CHANGES: All -.loon, and changes snail be APDrw. in wining pdor Io nsbllation. Any disorapamies between plain, site antl epe®sball W dough) to Ida Ind-1.1-Iron time ArchdogL the.wner.nd The T-d of Gamheam. 20.WATERING: NI plant ma:.al shall W-okod'm at Gina 11 pl,tho na000-dobwild dandam msery p2d'ees. In atltlidan. Conhadm will continue waterng of plant material until substantial compktbn end as read. Ihaealiar for a perbd of 2 moots. 21. EXISTING MATERIAL: All existing material shall be bra:ginl o drrent sty rode so.ards. all exhI hedges - be mndnaou. as requir.. 22. DRAINAGE EASEMENT: WnDerapproval mnal.not- ham local water..., old disirid pror b Plandg within the tlrairage easement. 23. All new plant mat,dal shell . gunodol for 1 year ho n Gm. d final .--d. of prgett Any plain mdedal ..,,A a bealty tiro.rg mdd.d.1 be reel.-d by the Contractorat rhn'-onalcost to tool wbhn1ol,-cf notif lion.For all repacemand plain material, mew Illy 1. 1.11 aha11 be,xIlne. an of eldl . d l bey.. !haori nalwananh i.. V/amen! is null arid.' ! r g y per y atl o In!- mabrid w cis damaged a dies u a result dads d God' limit. to hail. haezv, kgMedng, automobib dartage, and winds exceedlno ]5 mpM1 as defired by IM1e Agaml Humcane Center. AI trees 1M1al lean .rare cost to down over no , taunt by winds less!M1an ]6 mpR will ba rases antl braced bV the COMredor a[ additlonal the Owro. 24. Type "D' c-lb, antl wheel stops stall be provided in the V U A. Refer to paving and drainage deail.deer Ind detail d type -W curb An,1 And lslop. 25. The s,r W,F I bidder she, fumed o foe OI— a unit t,. breakdown far at- materiels. The owner ma,', tote d'Isaefion. aaa or a.lete o-om the materials Wamlg ma .nit price breakdown submlGed. 26. No plant malarial IN Da. -plod d d, ovklenov of cable, chain marks, equipmond-k. or otherwise damaged. 27. Planf ono-. will not be amapt. wren the ball of earth surtouMirg ill mod has Been cracked. broken o olhenvhe da-ld. 28. Rad-pmne all hens a minimum of (8) weeks pd., to plantlng 29. Tree grates .1.1 be position. to mad in the center of heev211 antl have on form spacing ropodu- .logos.,..sling.. Install grate,\mere rasa;. on plan. noon aria Ievd. wi retarding Pavement surface. Install sled argil, home, in concrete flush antl Iwith surrounding paving suda.e, maintain (lush antl levebtl a[ all times 30, All bndv.aFed areas will ba Irdgat. by An odde,0round, aulometic, cud -tree IMgIdon system providing 100 %ob-ll and 100 %spray overlap. The system shall b, on, gd wonting orderentl tledgned to minimize water on Impervi end not overspmy walkways. A rain sensor d.vio. ¢ball be In -to -id. Ida innigation o,de of It. system when adequate ramran ha. -b.. 31. H.g, material anon be pill All to thl hblgm prdl d.mpde,. rbwortnem. mechanical equipment and &nor grouts freestanding u6khy equipment or edoblu,- 32, All PI material planotl w'ilh'm Ina vght ontannra mangle areas (sea plan) shall provide anothl-k.-.11lotty a1 o hodzonial I- b.hveen W imh. aria a reel abet•. aela..nl sdeot grade. 33. No canopy trees snail .plant. within IS fold of a 1q. po1.. No palm smcies shild. pianod within 6 Not 0, light pad. U. G,ound over plantings snail pmvitle not Ills Ihan 75 percent oovoag, imrmdidely coon plen0ng and fy p,r,l cd-1 whin 3 mentrn seer poling. 35. Tree poll b-bodes shall be provbed around existing Yeas the may be impactool by th. Gropos. wnsiro.on. Prim to any oonshood" a Yee P'oteogon bail inspection III . mndudatl by ire Ilndswpa amhited, owner or govemng municmliry. Referlo IandA- detail for tree pr-Ill. bamioade fendn9. 36, Tree re Volooation Ddmlts must be boom. for¢listing Ines to be do.- or relorat. 37. 1n en pedestrian Ines, 111 trees and palms span he-rooln. to.11mv Ind dam passage at an 8 foot clear trunk. 3B. Cuanbd. shown on Ina plant Iist take precedence aver arty discrepandes between Ire plans antl pill IISL 39. Proposed berms .-1 not exce. a 1.1 sooa. 40. All plants or to be top dressed ldh a m -nn 3" layer of M,1I mulch. Eucalyptus mulch., B.I.eMulch 1B-beyoM plantings. 41. All Wool areas am to be provided wit automat-. spddkI,, system kiddl, wi, p Ada Bo % mvemgo antl 1 W %overlap. All imgelion fillings and deatl connections will .parole pi Bob 40 PVC. 42, Trees in Lawn ere, ere to lolls a 24- diamldd mulched saucer al the base o' Ne 43. Bain serlscr is repair. antl shill De no over spray on any walkways or sidewalks. 44.Cord.-most obtain landscape, d,.mn.. tree remoyd parnni . 45. Tres shill b. planter! 4' fmm el o ndergmurM utility does. Wrban approved oil be .-road from all u111ly mmpaeies to, 1. p-bl- hoes m to bndsmpe easements prior to b-ndB permit arts approval fmm the Tawn of --oil. 46. Lands®ping to by ..or ]' 6-of bond nod does end 4bdtng all fire hydrants, i}y. sunshine state ONE CALL of florid. Know what's below. wart Call before Yo LANDSCAPE REQUIREMENTS LOT 12 SINGLE FAMILY TOWN OFGULFSTREANI A. TOTAL LOTAREA 16573 SF (100%) B.. IMPERVIOUS AREA(BLDG, PAVING, DRIVE, ETC) 8805 SF(53.13%) C. TOTAL PERVIOUS AREA PROVIDED (A-S) T768 SF (46.57%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (C.20) 1554SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2000+SF F. NATIVE VEGETATION REQUIRES (Da.25) 388 SF G. NATIVE VEGETATION PROVIDED 400- SF H. TOTAL TREES EXISTING ON SITE 0TREES 1. TOTAL TREES REQUIRED (A/2500-H) 7 TREES J. TOTAL TREES PROVIDED 15 TREES K. TOTAL NATIVE TREES REQUIRED (Hal x.50) 4TREES L. TOTAL NATIVE TREES PROVIDED 9 TREES PLANT LIST LOT 12-NAUTILUS MODEL SINGLE FAMILY CITY OF GULFSTREAM, FL KEY QUART. PLANT NAME REMARKS TREESIPALMS PROPOSED OV 2 Querns Vaglniana/ Live Oak 16-1 VIDA, rCT, 4-CAL, NO (native) CLU 2 Clusea Roseal Pitch Apple 14'OA, VCT, 2'CAL, STD, NO (natve) CD 2 Cocooloba DiversifollaiPidgeon Plum 14'OA, 6'CT, 3"CAL, STD, full (native) IEP 3 Rea East Palatka/East Pell Holy 12'OA, VCT, 2"CAL. STD, NO (native) CAL 1 Calophyllum Antillanuwli-uy Leaf 120A 6'CT, 3-CAL, STD. NO (drought) BOS 2 BougaHvllea Specbsa Fuchea 7'OA, STD, full (drought) CNM 3 Cocos Nuc. MalayaniMalayan Gm C-rat 14-1"a'CW, 7- 41), 12"CAL, w/ curve. full (very drought) ADt 2 Veitchia MemBNr'dia AdoPalm 12'OA SGL, full (drought) AD3 2 VaiNhis blenillillAdontdis Palm 12-14'0A, TRPL, NO (draught) MPt 3 Vedrl M- g-isrbna/Monlgomery Pat. '4-16'CA, SOL, full (drought) ACCENTS GAR 2 Garden. Miami Suprems/Genknie has 60A, STD, mal.h, NO (drought) PR4 i Phcenlx RoebellenlVPygmy Date Palm BOA, CUAD, full (drought) EUR 1 Chem sai HumlisrEuropean Fan Palm 45'OA, 5-trunk, full (very drought) COT 6 Cordyfine Tricolor/Tricolor Tii plant 60A, fall to ground (drought) SRI 4 Alcentarea Imperially Imperial Smmellad BRO 18 Alcanterse Odomtarl3r 7ge Odomta 3GAL, 30"OA, 30'OC, NO (very drought) MON 8 Monstera Deliclosa/Bread F.R Plant 3GAL, 30" OA. full (drought) YUA 10 Yucca Alternil.11.18011 Tip Yucca 3 GAL, 1 B'OA, full (very drought) DIF 2 Dloon Edule/ Dioon Fem VOA, hall (drought) AGV 4 Agave Varagalunry negated Agave 301OA, halt(-y drought) LP i Rinaphis Exce]saiLady Palm 4-FOA, multi, full (drought) AIRS 35 Al-ala Raga] Shleld/RagelShield Ale.d. 3GAL, 24"OA, full (non<houghl) SHRUBS S GROUNDCOVERS CL4 34 Chness GulUferalSmell Leaf Cluaee 4-5'OA, WOO. NO (native) PO4 103 Podocarp Maki/Mad Yew 7GAL. 3-4'DA, TOO, Fail (very drought) PIT 43 Phlosporum Tobira/Green Piftosponain 3 GAL, 24' OA, 24' OC, NO (drought) PP 26 Podpcarpus Pdin ]../Dwad Podocarpus 3 GAL, 14' OA, 20' OC, fug (draught) GM 28 Carlasa Emerald 81-kebD-f Carisse 3 GAL, 14' OA. 20" OC, All (native) LIR 228 Liriope Big Biva/Big Blue Llyhuf 1 GAL, 10' CA, 16- OC, full (drought) ANN 144 Annuals seasorel selection by owner 6" POT, 8-10'00, but SOD As Req'd Paspalum Sea kle Ono Sod SQ. FT NOTE • Native, very drought and drought lolueol plants Indicated per Xeriscape Plant Guide ill. • Trash cans and recycle bins are locoed inside the garage. Site drainag: flow is to the street thus are no d rainage Inleb, exfillraton on siM, see Civil Documents fa furtherdarfiratbn • Any trees wthin & of utility eas.at and paving need to have mot barriers, see ape . sheet LP-2, • Landscape Contactor to locale wale and sewer service to the building to avoid any cconficS, GENERAL PLANTING NOTES 1 All planting nobs to Ibis Florida *1 gradr or better as staled in "grades and standards for nursery plants' pad I and part II (2007) State of Fords, Department ofA.gricultrue, Tatla,hassee. 2. Ali prohibited pant species shall be eadicated from the site. 3. AI plant materel to as handled and plaited in accordance with standard nursery pracliceis. 4. All plant materal to oe guaranteed for. period of ninety (90) days from date of hadadalio n. S. All planting bets b receive three (3) imhes of meelucs, recycled bark or other mulch, ryfpe'B', or bet (no yp--mulch) 6. Al clanging areas must be irrigated to provide (100% -rags & 100%overlap) by an awtomalic intgelion w/waor sensor system instelld by carted Irrigation ¢rntiactor, 7 Sod and inigaton w10 be provided w4hh all the unpaved areas Imcluding the RO.W. B. All mechism'.1equlpment must be screened on three sides .1. hedge, solid fern . orwin I to a height minimum 6' above the item. 9. All underground utilities should he locoed 4B hours prior to commencement oflandscap. constructor The Landscape and/or Irrigation conmcur s responsible to call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general mntractor is responsible or rough grade within t .*me (2-3) inches of final grads. 11, In case of discrepancies, the landsca{e plan takes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate oonstr ulion battier. 13. A minimum distance of 15 ft. separatar all trees from pole lights and overhead utill finees. 15. Within all site triangles there shall Is unobstructed visibility within 2-5' and s' p above p■vecsaM larval. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to Cityof L G.1.1 cam Standard LD 1.1 & LD 12. .. 17 Ne plant'.gs shall be piented uverexBlballm banchas West Indies Lot 12- Nautilus Model 2-GAR, 4-510A 1-CLU, 14'0A 1&BRO 6-SRO 3-COT 1-AD3, 14'OA, TRPL 2-AD7, 14'OA, SGIL % 28-CID ?E rei \-\� 36-.CID I �1SARS / r3-COT 1 r 4�RI J 14-GM 40-LIR r 1-CLU, 14'OA EXIST. FISHTAIL PALM, 160A, BUFFER HEDGE r 28- PIT .-.� o- ► ?/�// �, !� Trl�3 i? ®.ry x. "'' If ►fie .: 9 - - - - - - - %3 • T17�SR nv emsNEI r {� r, ■! �i�.."s' � (imw%+ova ��• � �) u - (, y t11, iNJp -- g t�I �, f14�: l� • • . .SETSACK ,'�I� Ed as 95 J0101 1 - AD3,14'OA - It ✓° ��1 T spa' L . �.. T ■ II a �a �as�i�<-, `��'�r'' ., ' ; _ .,--;---.• o :. T� : _-�`apt��g�e*l,o�,Rei�Oa�L•l��"`�' Xi 0.1 ,t✓ ,). ®� / I ®ary11 l a ■�:' ; '`tlyMENit v 1 SCALE: 1/8"=1'-0" EXIST. CLUSEA HEDGE EXIST. 1-CD, 12'OA -- 1-CD, 1210A SEWER SERVICE. —o g, E—ve ID: OB258I9B861342A—E-2—D1— i •� • � i� r..:12 III m Y r a r • - 1 its FRONTWest Indies • Model ,. •. ... • REAR SOU TH ELEVATION N Sgn Erneb ID: OB]SS]9&BB9941ACAB 124E 1B J LL Q vJ W Z � O F— _ LLL.. �" _j O� U J Lu LL J �o w w 2i LJ AAA. Q�LU Q 12 z \ v J QI RdW _ r m - / 111 E c E ....g .U, VJ NA m$ ._ .. _....... _. ._ I _ 1 Q1 v v —� (O r1 v ro W L; 003 =-Qv u CC Uv D(V O N ' an s m ! a r U:13 O.o�o LEFT EAST ELEVATION >-- - �co§ West Indies $o u0 D Lot 12- Nautilus Model V '2z a u OP ^ fli V� W} oP o cwwNr Q _ a '$`-°7�e,.�a_�s °x• ___._. _.- - _. - --..-- _._ --- -_ __ _..-_.------- --------------------- ____-..-..._-------- _._. -_...- - �.^off I� Q)fu a °s fu J- ��L I - n »i LOUIS ILIAS VLAHOS LANDSCAPE ARCHI�TEC RIGHT WEST ELEVATION C tiro 0319 REV. NO. DATE JOB NO: DRAWN BY: UV DATE: 09.04.23 SCALE: 1'=8'-0' SHEET NO. LP-4 GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. NOTE: . IMPROVEMENTS SHOWN ARE PROPOSED UNLE55 OTIIERWI5E NOTED. /) FPL 1�.' 3/4" CONDUI l AD 7.28 FPL LOT 2 w RlLn L---— — — — — — — — — — — — z OT 3 0 TYPE"F" CL CURB CUL-DE-SAC 362.27' -----�- - - T APT 'A' 5.90 h� TRACT -8' LOT 5 LOT 6 LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 o> 0 C BLUEWA U L yh 1 LOT 14 LOT 13 LOT 12 OT 11 LOT 10 OT 9 OT 8 /(\) TRACT 'C z LOCATION MAP -------- ------ (NOT TO SCALE) LOT 4 LEGEND — -- ------- A/C - AIR CONDITIONER r - ANCHOR . ALUM. - ALUMINUM ® - AT&T BOX CONC. - CONCRETE H - BACKFLOW PREVENTER COVD. - COVERED © - CABLE BOX — - F.F.E. - FINISH FLOOR ELEVATION ® - CATCH BASIN FND - FOUND 0 - CLEANOUT --UEWATER- o - F.P.L. - FLORIDA POWER & LIGHT - DRAINAGE MANHOLE COV - I.R. - IRON ROD ® -ELECTRIC BOX ASPHALT_ '- — I.R.C. - IRON ROD & CAP -FIRE HYDRANT O6 P.B. - PLAT BOOK - HANDICAP PARKING _ PG. - PAGE ® - IRRIGATION CONTROL VALVE RISER NAD W ❑ - - Y may" - - 10' G.U.E - - O.R.B. - OFFICIAL RECORDS BOOK tt - LIGHT POLE -MAILBOX T7 - 10' U. LOOD a3 R/W -RIGHT-OF-WAY ® 7. % Z — — — _ —ONE "AE _ — �. — — — — - — - — — TYP. - TYPICAL CT - POWER POLE - - - - - - - - - - - - - - - - -- (EL. 6')'� U.E. -UTILITY EASEMENT OS -SANITARY MANHOLE FLOOD u' OOUBLE ZONE 'X - n WADI( _ o FLOOD ZONE "AE' 3/4- CONDUIT - (SHADED) ! PAVER6') WADS. 2 75' o COVER D 19.3 7' / / ! N EN 16 17.50' - 14.81' ,11.4 4.67 n M5.25' PAYER 6.75' DRIVEWAY w _ O - FLOOD ZONE "X' a a CD (SHADED) 3 s O - N �¢ N RESIDENTIAL LOT 11 3 1 PROPOSED FIN. FLR.=8.00 3 LOT 13 N 10.5 w iv FLOOD 35.33'. _ >.Q _ _ d- ZONE "X" ri .2.00, p (UNSHADED) rn - COVERED �2.00' - - O- a LOGGIA - - fn Z - 02.00' 2.00' n 0.64' , a 0.64' PAVER OOL .35 $ DE .5 .2' ATE 38.03' IF a SUN 1 .50'i- : GATE SHELF $.37 / FLOOD FLOOD I m POOL SPA �� O ZONE" "AE" ZONE "X" (EL 6') tO (SHADED) N �,. 6.33' N O N N N PLASTIC FENCE 0 2 891458"W 138.00' 12' UTILI EASEMENT (O.R.B. 5163, PG. 1924& O.R.B. 16327, PG.. -1128) _ _ _ _ — _ _ _ - — — — - 12' UTILITY EA ENT (O.R.B.-16327, PG. 1128) — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — - _ CAULFIELD & WHEELER, INC. BLUEWATER CIVIL ENGINEERING 0' LANDSCAPE ARCHITECTURE - SURVEYING L 0 T 12 7900 GLADES ROAD -SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY SIGN oa - VALVE ® - WATER METER m - YARD DRAIN NOTES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988.. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF SAID LOT 12, BEARING N89'14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (SHADED) & "X" (UNSHADED) & "AE"(EL6FEET); FLOOD INSURANCE RATE MAP NO. 12099C D981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATION=13.25 (NAVD 198B) DESCRIPTION LOT 12, "BLUEWATER", PLAT BOOK 133, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESginNAI -IIRVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. .«' ""`""'°.. Digitlllyligldby �,wiki 7:+s„1 J,M,yR.Wa9ne, D—t 2023.09.05 13:36:31-0'00' Adobe Aagbat—i00: " ,..... 2017,011.30175 _ JEFFIR R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 PERMIT SURVEY 8 31 2023 RFJ FPL ASBUILT LOCATION 6/27/2023 RFJ REVISIONS DATE BY DATE MAY 2023 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT SURVEY LOT 12 9599 SHT.NO. 1 OF 1 SHEETS GRAPHIC SCALE 20 0 10 20 40 80 NOTE: • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. LOT 7 _ TRACT 'B' LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 ( IN FEET) orti 3 1 INCH = 20 FT. Gl BLU WA U f LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT B JTRACT 'C \ A l 1 / - LOCATION M A P I FPL /.. 3/4" CONDUIT / AD _ 1 - --------------- - -- --- --- (NOT TO SCALE) LOT 4 z LOT 2 w w❑ PAD LOT 3 LEGEND O A/C - AIR CONDITIONER r -ANCHOR ALUM. - ALUMINUM CL TYPE"F" L ® _ BACKFLBOX CONC. -CONCRETE OW PREVENTER COVD. - COVERED © - CABLE BOX CUL-DE-SAC _ 362.27' - _ _ — — 5 go_ _ F.F.E. - FINISH FLOOR ELEVATION ® -CATCH BASIN CLEANOUT �--- :' TRACT "A" - : 6.34 FND. - FOUND 0 - UEWATER COV o F.P.L. - FLORIDA POWER & LIGHT � - DRAINAGE MANHOLE ELECTRIC BOX .`t I.R. -IRON ROD ® - ASPHALT — I.R.C. - IRON ROD &CAP Yy - FIRE HYDRANT P.B. - PLAT BOOK -HANDICAP PARKING PG. - PAGE ® - IRRIGATION CONTROL VALVE RISER VD Nil G.O.E - �Y <3 10' GU.E - - O.R.B. - OFFICIAL RECORDS BOOK tt - LIGHT POLE - MAILBOX t7 pq - 10' LOAD _ a - R/W -RIGHT-OF-WAY ® — -7.72 - — ONE"AE — — _ — — —_ — —.— --- --- _ ----------- TYP. - TYPICAL 17 -POWER POLE ---------------- — (EL 6')� _ U.E. -UTILITY EASEMENT QS -SANITARY MANHOLE FLOOD ZONE "X - iPAVER ,� WALL( N d - -- FLOOD ZONE-"AE" : DbU6LE 3/4" CONDUIT' - SIGN oa - VALVE (SHADED) -- n ,. (fL. 6') - ® - WATER METER PAVER WALK - - m - YARD DRAIN o 75' o COVER 19. 7' ;0 14.61' N ENTR 17.50' n M5.25' 11.17 4.67 .... :.PAVER 6.75' - NOTES DRIVEWAY w a O - - FLOOD ZONE "X' (SHADED) a 3. O -- C> - 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL C) ��. N SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC 04 RESIDENTIAL AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND PROPOSED FIN. FLR.=8.00 LOT it 3 MIRE MAPPER.3 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, LOT 13 `C-410.5 - - } z <o _ c OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. C) FLOOD - 35.33', ,aQ Off.- - 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL U-) ZONE "X" ,� -2.00' d DATUM OF 1988. O (UNSHADED) m COVERED o �2.00' .4 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF SAID LOT 12, Z v LOGGIA' N 2.00' cn BEARING N89'14'58"E. 4.64'-1200' - - 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED a 0.64'., 0.64'!' .p ' :- - - BY THE CLIENT. - PRVER OOt^ .36 0 - B. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. SIGNING PARTY OR 6E- - 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE • - -5 -- -GATE - PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR '21 ATE 38. 03' a SUN - 1 .50':' PARTIES. —{ SHELF 8. FLOOD ZONES: "X" (SHADED) & "X' (UNSHADED) & "AE"(EL6FEET); FLOOD FLOOD -- POOL `O �� %.- FLOOD ZONE '"At ' -. INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: ' ZONE "X" SPA - (EL;6') OCTOBER 5, 2017. °'• (SHADED) N B33'M _ _ 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. — o N _ N ELEVATION=13.25 (NAVD 1988) O PLASTIC FENCE : 0. 0 . 89'1,V58"YW 138.00' DESCRIPTION 12' UTILI EASEMENT (O.R.B. 5168, PG. L 1924 & O.R.B. 18327, PG. 11,28) LOT 12, "BLUEWATER", PLAT BOOK 133, PAGE 40, PUBLIC RECORDS OF PALM BEACH — — — — — — — - - —=--------'---------------- COUNTY, FLORIDA. — — — — — — — —------------"--------'--- SAID LANDS SITUATE IN THE CITY OF DEIRAY BEACH, PALM BEACH COUNTY, FLORIDA — — — — — — — — — — — — — — ,- - AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. � 2' UTILITY EA ENT (O.R.B. 16327, PG. 1128) — — — — — — — — — ------ SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. / CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED - - - - - - - - - - - - - - PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESgInNAI cI1RVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. ,r;,''°.i Maw 9Mby `♦?oA.,:',.+Z AEobe Aci06atversion: s,M� yF`y 301 ).011.3p1Is -- JEFFREY"R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 CAULFIELD & WHEELER, INC. BLUEWATER CIVIL ENGINEERING 0 LANDSCAPE ARCHITECTURE - SURVEYING L O T 1 2 7900 GLADES ROAD -SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY PERMIT SURVEY 8 31 2023 RFJ FPL ASBUILT LOCATION 6/27/2023 RFJ REVISIONS DATE BY DATE MAY 2023 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT SURVEY LOT 12 9599 SHT.NO. 1 OF 1 SHEETS GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. Z— — — — — — — — — — .28 LOT 2 0 CL CUL-DE-SAC - 362.2 RISER ------------— LOT 13 --------------- - -- FPL PAD LOT 3 TYPE"F" CURB TRACT "A" UEWATER Cl ASPHALT RF � 10 GU.E P"' 7.72 - --i FLOOD D I t 14.81' NOTE: • IMPROVEMENTS SHOWN ARE PROPOSED UNLE55 OTHERWISE NOTED. DOUBLE 3/4" CONDUIT ------------- h� 22I TRACT 'B' LOT 1 C h LOT 14 TRACT 'C z / 0 A LOT 2 1 LOT 3 1 LOT 4 1 LOT 5 1 LOT 6 LOT 13 1 LOT 12 1 LOT 11 1 LOT 10 1 LOT 9 LOCATION MAP -- - - - - - - - - - - - (NOT TO SCALE) LOT 4 LEGEND - ------ A/C — AIR CONDITIONER ALUM. — ALUMINUM CONC. — CONCRETE COVD. — COVERED F.F.E. — FINISH FLOOR ELEVATION G.34 FND. — FOUND F.P.L. — FLORIDA POWER & LIGHT M I R — IRON ROD Q< 10' G.U.E ------------ 3 DOUBLE —Z. N 'N d FLOOD ZONE "AE" 3/4- CONDUIT 2 75' o COVER ENT 19. 7' _ n n 17.50' -1 .17 4.67 ri w� I FLOOD ZONE "X' 3 w 0 , (SHADED) s L 1 RESIDENTIAL L PROPOSED FIN. FLR.=8.00 • 10.5 At FLOOD 35.33'. _ ZONE "X" ' ri --2 .00' e (UNSHADED) m COVERED N LOT 11 3 a LOGGIAd ) S Z 02.00' 4.64�- 2.00' 0.64' 10 .0 ' a ro 0.64' M1 PAVER OOC.f .36 $ n AE vi .5 .2' ATE 36.03' a SUN f 1 .50 - GATE SHELF 9.37 - FLOOD FLOOD FD POOL - - - ZONE "AE" ZONE "X" N SPA K1 6(33'6) (SHADED) 24 - N _o N N N O o PLASTIC FENCE - o - O.o 8914'58"W 138.00'" 12' UTILI EASEMENT (O.R.B. 5168, PG. 1924 & O.R,B. 16327, PG. 1128) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , — — — — — — — — — — — — — — — — — — — — — — — ' -- — —-- 12' UTILITY EA ENT (O.R.B. 16327, PG. 1128) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CAULFIELD & WHEELER, INC. BLUEWATER CIVIL ENGINEERING LANDSCAPE ARCHITECTURE — SURVEYING L O T 1 2 /I 7900 GLADES ROAD — SUITE 100 (f BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY S U R VE Y I.R.C. — IRON ROD & CAP P.B. — PLAT BOOK PG. — PAGE O.R.B. — OFFICIAL RECORDS BOOK R/W — RIGHT—OF—WAY TYP. — TYPICAL U.E. — UTILITY EASEMENT U LOT 7 3 3 0 LOT 6 � i — ANCHOR ® — AT&T BOX N — BACKFLOW PREVENTER © — CABLE BOX ® — CATCH BASIN ® — CLEANOUT — DRAINAGE MANHOLE m — ELECTRIC BOX FIRE HYDRANT — HANDICAP PARKING ® — IRRIGATION CONTROL VALVE tt — LIGHT POLE ® — MAILBOX €y — POWER POLE Q — SANITARY MANHOLE — SIGN n4 — VALVE ® — WATER METER ® — YARD DRAIN ES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF SAID LOT 12, BEARING N89'14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. S. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (SHADED) & "X" (UNSHADED) & "AE"(EL6FEET); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATION=13.25 (NAVD 1988) DESCRIPTION LOT 12, "BLUEWATER", PLAT BOOK 133, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFEScInNAI ciiRVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027.'"p'T;"'s; Digitally signed by ''a+LH 6"rc Jeffrey B. Wagner N. 2023.09.05 3 £'. 1336:31-0 00' Adobe Aoob,—v i- 2011.011.30175 JEFFREY"R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA — LB #3591 PERMIT SURVEY 8 31 2023 RFJ FPL ASBUILT LOCATION 6/27/2023 RFJ REVISIONS DATE BY DATE MAY 2023 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT SURVEY LOT 12 9599 SHT.NO. 1 OF 1 SHEETS v bJD o7� S1 75 V N m o 14. 4-1 v V w $ .0) A U a' 00 RS tiD 3i cr' cr' ° ' � `0 � o � p � O 75 o 0 4 ° mm 4.1 CA OCj) cn o�, -(:5 v v o o V O d u 3 a; w44 _ Has b a-0 H H w to HObCct � L(') aJ •Q) aJ t Cn M 7� CIA cz O 4-1 ;.. bO -- •�-' .- CP V N � O m X t~- . F" W It " 1 � cn � D � v •� O a � � � bA V � � v Ga m Q) v O O ° o c u V m 75 lc� O � o b U ; bA 4-1 O u cz CZ (3) a- a'4-1 CZ 3u 7� w o 4-1 cn 1 4-1 3 -- E N � 1 C y � O � " a),7 75 w o � O O b1J O wCIA 3 O N i A (V w 7" O o W N N � 00 N O U cC w O 0 0 i v cti i TMI, 1w 0ull Slrrirtrr TOWN OF GULF STREAM. FLOPJDA ► RECEIVED •a SEP 112013 Town of Gulf Stream, FL APPLICATION FOR DEVEL0"%1FNT APPROVAL -ik3 trfrn r. In as r smn Irr M LSnv:i,iDoweil " omw appic:ilnxt; w tm 11CaSj Jti do- 7:;v+^i •)l GLjf SIO)On'. «rt7rsc„ rlra xnvrrr. am PlarrlrC _+•lard. Dcwd 0 Ad,jz-'r+lert altlsv 7141#11 ti•crt•1atiWon 7n rant IMP Ihr kru- ww `'r y. G kjx ravtw U oe ac vn ri90yi;l.3 T ; 'r ear C:,r* 5r14„r;> +0-.xrf.x7.'.9xn MA7U .i cox' Appp tzrxc yr �i9vge�g�(8 rl=•yr,i,� r «:�r Failoro to ;amplata this rorm proanrly wdl delay its consideration. zAR71I C:FNFFtSI INFOSMAMN rn «'u; s.^.rTj�.h..4_.•.` Rf .7:i .`per :ra«�.> A. Project Information ;_A.I Nor:.\Cvver NA nt sA.3 Piezvs:: P?ovel y i_e9z NscoGUor, L-"f r 17 I.A.4 Prar'M: Dte•.a p kA i198v*tUea'. S'v'gs- W!7 2 A 5 Fr rare Fonlay, nt Yra %Iru7.rrr or.."111ran: �l� I w I AI Arcbrtclural stale YY► 7A LA 15 (;heck oil that apriv. W rrrl "sIe Plan RvAew Nvih 004011 csoulevard 0j1?'rI;Y framrant sea -;.rig FI: D.-tn#111an os stru :-ires !cca-.pwr sri:!L7rr, : Lana CL-aury Gt 'a*l E)ccetAerr F, idariamo Irivnprcresect.,cr. ws Non-esderka' uses B. t?+rrr�r inliTrrnitiinlr S 2. w—e( rl'%) re Nunfia` Fax C. Agent Intormaiior C:.' ,tgen: Nair_ ar4 F rut Name ti. Agar Phrrr. Nwar:rr f:): ::r.11 _ Fa., �'.4 %.gerrl ;srgrs;rtu•e __�__ r741clal use only Frc.App Date: ARM Data: `.err iI'm 7C: Da.: :)Rrk on* Applt=*1f fa Lrrycljun•e•d Al:pvtiai, f-e1711 A..04.3203C page t Segtr!nLt- 201K 7owt or4 et: �`fga-'$) PART M. PFbWECT DESCRIPTION AND JUSTi FICATION r'l G9 r tm4t5t hp 3++ �,erti, wlb aCte. "a aCpS_7nar cor: c'a'•a..f. ►4•s." ;•:'An 'Yr•?s'3e t* tL♦,x sL+ L•4S mat 4Katr A:Wy'-trV ht4sm +cv? . Y•ta w swc ro Y m,.m ". ;nvx�wwmp 4sw Done —Me 1ji.W an r+:. s;rr Mr carr..n c,:,•n'KA li Projact Doosetreptlan and Justaleatten III.A t. In xtAi ,*aning cis I( d Ilse 0(,J.e-.' sle v:a!_d? �j-f-��`t�� (i-11 2 � ��) III A 2 15 U'13 0(-WE- 001111palbt •xilt tPm mlrn: ar &M rnning d wh rrl'A BS lw Fxplatl: III A : 15 -he ptQ.L-; ct:rv!;ILv1. YLth Itr_ $-VXC Lary:l Unr. Map AM goals. Dbjecii6?e4 8+}j 01cies o' Itre Co•itptellenave Ftan � Yr.. Aa Fx;tla.r H A4 �Vr--L Vft: III A 5 -Inw am IhE t'.}I{r.vlhU tt•IiIi" Jejnp p*oti9Jed Ic Wic properly? J. t:wnwawWa+ra,1a - 6A±,_....1'7F -Q- _ '�.V%I% b. £.^ntary q�ewrr 12- 4 Perable swrr ::thu+ N Flttrinrity IrAIX—t.,,._*s tj IWO •nk:phM. 1 _ Ir Gas 33U %2 1 ;t 'S'AFN 11 C�ablev Tettrasi:111 III A £+ If We Voject htnwtbvs, Ite a-echcr & ens nr irwr str>wiuro%. pgk4W desrrybe bkwi the Bltutv:JTr, are rrr,lsirnt wilh 111E ^'jli+ta in 'Sw: trt 66•144 of the "aan d Gulf 7ra.m G-M. (Attarh addilLinal shect a nrer..rary I PART IV, AGUItIGNAL IINFDRMATim A Gf, b'4 S4C4�:.5+-,�t' t4"._+;JnN-L�7µ�Y Osr. CarlieferifC :tS!I :.i+ti, S'a+l' AhS.�Q+ih� °es !_ ..^M Oursn�r +r. 4crhz� A .xq.sr+at �l:f* t��n�CiSD�+i car 9sktficr:�t' �:'.aas gs i�jita�M A. Aftlimol Approvakfitequiremanas IVA t. t:ccs-hr. prrjnr.I trr,rlva 1 0 3w w.U'+t''R•t'rel t5C': of the Al-1. Mcrlt Cccan Nctir.wrtlj 4'eg Na I t 'Yer.. '8cchrr: ti nt th pz't rnetsl to : 7'Aplgte.J.I IV A. 7 loc*: cite prcjeel invul,+r Ite dcrrothar. ai rre nr m',,.r , slr.ty+,tr �7 fit t,L. ,If ' Wes-. Seclian C et AIM pyr: 'nr:sl be ramptrtnl-} Uom Ilia arorxs:IYdtrYr. the ^tgann.) of I!le 9r►J ar rrtt• pmiwl eas ext• varart b+' nr ronm. Itati i i'Ct 04nX+11 t,2v)%l of life 4, d5•.:ape we a of a dnvninped xr7 YrED {It"+rx S401an p orth$ {: 1'101 Lt xarupletxd.: lt*>, 8(q!e-1!euJi-e 4•rp pal tf a Sxecial I ocr Iran; Yea yr Of 'Ycz . S x-r rri F p4r'muel be CJltsplr r�; W A 4, It tt•cr at 1 var�3ime wlh any repl.lahr" crAAAM810 ,r -rrg Zoviry Ccue? Ycr. j to I I" Yw, . Sparc.) : or Uti a pe•l must t+ ;o•nift-led.: AIV. 10tiotti W 3001LI&rvier, Alpt ivm. Form AUA 32000 rli-Je 9 st t�rr.sar 2UC4 S. ProjAc of RAi(iiiring Narth GCORit 9outnvard OvarLay Pafmit V D.I. Viliat b Kn`cen- lynt':cape fealJicb cr fez-.frna ait' 14 be dn"u'tel 4' *A jev and le &431 cxirrO "il R 7 rEBtr tt3 WE- 1140C inC it lifiv9li }n .+,a, q•a 9iS;ur 9nfip; atJili�n V U.:l. GA Ehw a 511dta1m-alc,hcn lr'trny o. sonm.rk rnria r vrual r6z% i%nj:m airang alas np ssiiscape Anah. . and cren spacr or irtrrcux =r anlr r. btc Lwor rarc-nah.rrn er dart mairral Char Maxim.:; rig rmpars a i llr ; It vrxv! Lr v Era; wt,'th IN Rr+lt Ir"C*A 1 RCt•IEwe=`d C'+Eriai Yor Nn Lxuan iy UA How m-nr ckmwt ran.i.xnl wrri We Al:r t anl.rarr. L.inari-r-nrrt "i u.t. i itiar. mccconan r pr3mmi sa irzi Inc czi ta;i:.c'adrshcn nas Itc caz- ►-iparl piss t'r to itte ai+U kwwty cr I -le luillt Oceurf B:iLI@yaiJ Gvei`2:t C. Projpro. Raqui,ring it Dmnmldioo Ppwrnil ''y"C.t Volien tine the e,tsfing struclt.rss Icon dcnialstoe]t' VC i tiAto at* the �vroosed ebucloes lot.-- cdratfiewd" V C.3 ► o'ha- is Iris lancr-m* sla-xs at the siru=jres -o tc damdtsncc r 0. Prolects Rcguirung a Land Clesnng Pc+mit '�l � 1 fr':=CrYt? Ih[o-F .rjv1.,''.E �n,ilEr,ai:,�1 8 inf,hEf �n CiamplEr rnI �r�riltr ti,r�y tw�r,•, (i;.�rr=,��1.ar�i .Irrr 'd 11 ? f:"rrta irf, =iapr,. and It'sldigal,an rr,° tlia raroC.al re ]^2i1.)n V i hrty is-flp rAn'.,�wal t"ren lhF j307kr - E iE •71 I{,"i'1lr�i•'ld 'd r. a kt•v so? lr,r ,pn'i. situ grid i±18Calec >grc+IrGytt Iv urr p k;ft-v:-tj sit, v'e-Je ved cu•iltij G n: Wil rlaarry, aril r.anslnrlinr :.:: r itias are-tipraatl?' `v' .;'.`, 1 �?tac rep a�c�c-ner* iiale�'13I5 ]re pr3Rr5CC'' A'ipiratio, I8r rE'.Prpmpr- Apr.oym r;ifin AGn 32[GJ .11,rr C-Apicmaar '.Ir..r.4 7 u w - i ur Ckif $'fPAm I - Propets Rcqulnng Special EAoept:" q W E.1 Is Iho proaosed usa a pk--In oi�t Seal Fxtr.Jkon are? G No Cods Section: F .6 IV.E.2. I-IJ^ i5 It* k*8 e",Cr►rd. localed and picpOSed 18 be pPOraoml so that the public NOW lately, wetlam. ar39 mrvals wil be praleded? IV.E 3. Wit caLze SUDSISPUS1 iftjuly w Ihs vdkA at other ptapemy iri We, oeighl}oftod wherr it is to be fmWed? YeS L/ 1 '1 r1 FxpWn:�-- r� v �jr�yt, �rA-�f-�YN �A l�lLV y. ex (I�cst+�S f[► .._�. PJ F A Hmm will vw use he -vnr{t8tuWe with ;a yin;,i3 eevnbpmenl ar d 1pe choracler pt tt►,. UGIrKt wl rre t ll to 3tr. located? IV F . '01hat lands apiV 8M SOVerth.3 are p-mica'? — IV.E.& The pug cnrtdrm wdh all apptcarble reW41t--t96 gevermny Mn Uslr,ct wheisirr it iS la W Ocal O, Y_s NO Fcrtain, F. Non-Rosidontlal Projects of Greater Man 2 Lnits v,p.1 It cwrwnon a Ra iacialtrs are to be pruvided deeerhe "Barr and Pox they am-14 be wsrOal'tl3d' It�.1-.2. ti reasatior• t8elltid6 ara ir. Ec: prau�6ed. dcs��itre IYrrm S*�� Il$rfi.r ptYc:Nral Gnpacts nrt sriiolrfid+�lg Ptopw ies faf e8G1 of oe rdlowrq, 15t no vwnher pruvided and fte dim'lsmns: Loa1id SpRotn" Rtandard Parkna SpaOeS Srriar Car poring Spacrs: Harr. rapW.:I Parking SfmSeS. Jrvewaym-kisles: Applic�Minn frr rx .mlopm"i fvrorel. Form ADA Wlalt Pace S septnrnbe- 2034 Town rr tidt ssea n C,_ ProWcts Requiring a t'artance cude Sethon W1 3 Ihrnu$h 167: I'.'.c:'+ Frorn'wt��l sprcifiv i4l��r►j [�y1A faglJll*.Diti rsa Maililn� �eCI.�@sIR4`'j _._ IV C 2. Phial dr.�es tPe Z0ni33 (WC recure fa+ Ut$ neci110 MIL"? IVIG / 'r1Aal fs the Wlal vat?art M rt�dut!sfEtti'+ _ Ih+.t'a 5. Tf r (ullrrning A mandni ry varenar findings rrpm tiv-cl*n W 154. n .r,: 46 a 1m.%sc-t ;�Ilact, -!rjdilionel shm. d necesxurv.1 11) '&1hnt specific curc Ijer4r srd rircu".%Ig"cec exit +rrhi:h $re pAu.11ar to tris land, sli"Are or timicing rr ociveti 8Wj whol are not aopimiLe 10 olh['r lan4s, slni,-turcs a• L-LiUngs h 'fin same zcnng di*Kt? {2i Uid The sp:coi cot4ho0% Br(5 ormimslarkxs resell It 9n' r" 8c)Wc— 01 the applicmare ifs Nn S1 1i41 giiinting :hs varWnrs ccnlcr open .!ie BGP�rc any sprcial prrnlcpe ih91 i6 �1$ncd by The Zmr+sl t:cdc to other lande. t}JidirSA or mirL cures in The same 7crn ng disincl? Yes No Explain, (4, How vr4sid a Itcral irtevetaiLwt cr tm Frnveirre of the Zec ityj Om nanra Hopi- The' sppiicsol 01 rights rommonfy erjirfed kn o}tir Frnperlms it lire 58n'e Zonrig dstnct uncer the 8809 `7rsmY Pt Its ort2nanua aitd w0* ure*rnssary and undue hafdshp gin ttx: appicart ) is ihr '!tara,-joa recus518d The mimmr.n varo'tce that 718k65 Aom;vc Ire reasur.j0ie "e of thr land f}uidir00r:$;bl:cli.rei Yrs NO Nair (61 vin granhrS the misocs pen nt any prohdided ux 10 be 961817AI -mil or ra es.ahliz rwd. Kes NO rr} is the reQ. oslea valamr conssteril wiUr ;lre waits a nlirirs: aid rtjecIives or t" fulim, Land Ilse Map or M. awpled ConipieherGiys Flan V YFs No :1•? �.11 the vaifzl+'►oa be ir< rlairnnry wr:�t the rlCtrerBt inlsr� anA p,irnasr. of See Zm•irj {kdln+drt:i: ant nut be InjUnrui :a Ire vies i!ivolk*d or CtlMoRrtvrc delrrneiTW to the publK. wnllarce? Yes No %.plai^dGOn .h* f7nvrinFrnent Ap:jjov. - Form A'71A.MUL Page 6 SfFramtarr ZJU4 n orl GO Simam H. PMJOCU Mquiring Rezoning IV H 1 14hats ft Filve I"- Uyelesiurrvi of ttp:, rr-.i.r!:I n-c7 IV-1.2, If We mrc,cd maVr% a ROPCOng, ZOAIAA Code lexi churpe", Fuhzc Land Uw. Map cnarW. Curpte-wnsive Plan bmtliange. or pry CCj'rw*iqqIjOj, OWleof, piewe descnbc Vir mid aml ,Us ftalhflf kX I'M M4LOSt PART V. OPTMAL INFOIRMATKM .,4-s ante pJae ir. iplivir.) fa, av s�0mll!s dra em-ClAragm. W not r N=L" 110 pi-ov.09 9OF X.SWarg 00.1aW ei,=mIttre w. w.%-s.hvm or w awy rd Me OMW sutw.Oed wo. Ax Sepl3ember 20:14 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area Effective Lot Area FAR Calculations EXISTING DEMO NEW NET I'll Floor Living Ceilings over 15' (doubta) 21 Floor Living Floor Covered orches, ovemangs_> 2 2" Floor Covered Awnings > 31 end screen enclosure�at SUS raje Gross Floor Area Out Buildings Total Floor Area Proposed First 20,000 X .33 Over 20 000 X -20 Total Allowable FAR Per Manual Total Hardscape Area Required Lang scape Area (lot size x 40%)__ Actual % Landscape Open Space Area X . 'DEPUTY StAANF"R Og & Chx Reg D%d rotor tlSl TEDA I A UM V, ry'*�, ter► , * i ,1 4 � Ilk IMO a 4V -4000" Ai IV Leto -!b 1#4 p TamVr_-sLjmL_ M 1F \.I AMMNIMM� T�r�v{isu�L � r// MP 17.j a imovAilr7aZ% w O—man dow TmmVtwi.jaL- M 0 '%- RECS/VF® SEp 11 Town of Cream, FL 0 01 __ = �� _ _11 1 __ Ell =_ �Yt.\ ASS %I; 1 FRONT ELEVATION 930 EMERALD ROW 1/1 OCCUPANCY CLASS ........... R3 SINGLE FAMILY CONSTRUCTION TYPE........ TYPE VB UNPROTECTED/UNSPRINKLED O m O F- � Q Zul � � ci m m QLU Z Q WUO W _ QLLU 4q Wlm llu W J) LL Q m0CL ■�Nf mmo mmN mN� • J Q�W :3LL a. i ID � N aNE w� o Q X� J ^ uf 1 0 L m U W Q 0 Uz w 13 W °� �,m F— '.[Om Ul 0 } ❑ N T 3o,Q 2 =mo W_Z U x^w N Z w Z W U J Q U a 1n. 0 REVISIONS: DATE: OWIR3 1.105 t M1,110 Al PAVING, GRADING, AND DRAINAGE NOTES 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL, AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED DENSITIES. 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE DESIGNATED ON THE DRAWINGS. 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH ASSHTO M-145 AND SHALL BE FREE FROM VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 5% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. NOTE TO CONTRACTOR: 1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGE DONE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE SUBJECT UTILITY. 2. CALL "SUNSHINE" (1-800-432-4770) 48 HOURS BEFORE DIGGING. 3. THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NAVD88 AND BASED ON A BOUNDARY SURVEY PROVIDED BY BASELINE LAND SURVEY LLC. 4. GROUND SURFACE MUST BE SLOPED AWAY FROM BUILDING WALLS AND FOUNDATIONS AS TO AVOID WATER ACCUMULATION AND This item has been digitally signed and sealed by `�`��Q; •`yL E NSF .,!yo Andre Bigatao, P.E. on the date adjacent to the seal. _ No. 80977 ':, •'_ Printed copies of this document are not considered signed and sealed and the signature must he verified STATE OF an any electronic copies. �F'':,7 0 RID "OFSS/ONAIENG°��\ ELEVATION LEGEND 1 .3 PROPOSED ELEVATION 4.95'x EXISTING ELEVATION RUNOFF FLOW (88,(1AVN) ,9 =P001ZI @see EaN r' a 3V auoZ Poo13 5 elewlxaddV 5 _ A- _ V/N=Poo1J919129 ` X auoZ Poold 6� elewlxodddV Q U r Ir i L32A.H \ 77.22' ��OMEN �■���� �....� ■■, a :: ii Ism i r iiiinnRnr�n nm� ME ME ____!,I III 1■■■■■■■■■ _ I �+ I Vti I I I \ MOT04�COURT If ul \\ I �\ I i i I i I I 63 I a1 1 i 1 7-01 1 --- 1 1 l R' 50Im L_�.tt gs.Ba' \ SETBACKS: PLACE AU SQLEIL REQ'D PROPOSED FRONT 30'-O" 30'-2" REAR 30'-0" 32'-4" WEST SIDE 15'-0" 15'-2" EAST SIDE 15'-0. 15-2" HEIGHT 30'-0" 30'-0" LOT CALC'S 40% PERVIOUS REQ'D (6,465 SF MIN.) LOT SIZE 16,162.60 SF BUILDING FOOTPRINT 3,895 SF DRIVE/MOTOR COURT 2,390 SF PATIO/POOL/TREWS 1,740 SF TOTAL IMPERVIOUS 8,025 SF TOTAL PERVIOUS 8,138 SF I 11 LOCATION 1 1 I � 1 0-51 -- - -- - GV0J 1]VHdSV ,Ol'CZ --� M/8 ,0'OS oA4 09 PROPOSED DRAINAGE AND GRADING PLAN SCALE: 1 "=10' n o> o-h n�sm rnv,�s use s.s osev. wvexewsix u vravw,u.su pe �. sonci uxwnonµ xxrn" r.xv xo as> o�osneE.,�rw„e gym" ZO-Z - VIZ Viwi=ZU Z Q w Z 5 Z U F w V) Z= r o a-O Z 0 icn0c�'MZ QawEx O— III DI-- V~) oO w- Uw0—dOVUZ N?�UNw a H > w a 0 H W ly laZjZQONw W mZ wwi-- V7~ o0'J } J (wn O Z 2 0 � 7- Z U H N y [rUQ�Z r-f0�3 w >-ZZ FZwtn>ZwJw toQ �V)-OZo 1-JZ rrww<.-w U d a I V1 V) xgZaa6a, 002 J Z U S W w N VI a Z O Z U J L7 p 1—r Y ,—L) VI w U c5wwr¢ZO0-aF—~wz zo�Za3g�oN0of a Z LL wZo NOW¢ 0z, w [ifC (f) -- :50 Z -d~w 0HV)V)V) CO ZgOfL x< UOXOF-ate w2- ZwQww V)Q FU UQ Y nm7)LJ-wwZZ3?o 5I=--aI-m?r1- 00- REV: BY: DATE: I SCALE:1"=10' I co 00 Q co O �D Q � Q � W � w � W Q W � W W � O a a EO NO a W r—n �jM 41 r7 �jM o In o In o In 0 0 0 M rn 0 rn 0 0 O O I— Z Q !n z Q m } m � m o m z Z w Z 3 Lw mm Q Km U 0< > a Andre Digitally ..} signed by L Q, `IZAndre L Ortiz Bigatao Blgata Date: 2023.09.07 21:36:16 O 04'00' FL P.E.No.: 80977 September 05, 2022 SHEET C1 STEEL EXTRA STRENGTH MTEA FABRIC WIND POST NEEDED MMCUT YARE MESH SUPPORT FOR ADDITIONAL STRENGTH FENCE POST (WOW m STEEL) FlL11F FABRC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX) MESH MIRE SCREEN MHICI HAS FABRIC ; BEEN FASTENED FASTENED TO THE POSTS R«w >r N RAW RUNCfF Flew 1D FT. MAXX SPIRE SUPPORT FENCE 7 b 1• WE & 4' DEEP _ 8 RMAX. SP . MAACMTHMIR NG OUT E SUPPORT FENCE --t/ ENCH,, BURY BOTTOM TRENCH, B' OF FABRIC, ANCHOR W RIpA c1ED BACIOILL MATERIAL woTEs 1. THE HOGHT OF A SILT FENCE SHALL NOT EXCEED W INCHES (SO ON). SILT FENCE SECTION 2 THE FIL BR FABRIC SHAH BE PURCHASED IN A CONTINUOUS ROLL ROLL CUT TO THE LENGTH NOT TO SCALE OF THE BARRIER 1D AVOID THE USE OF JCN1S S. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (0 M) MART AT THE BARRIER IACAnON AND DRIVEN SECURELY INTO THE GROUND A ME G MINIMUMO OF 12 INCHES EN E EXTRA F STRENGTH FABRIC IS USED TIE MIRE E SUPPORT FENCE, POST SPACING NOT S ACIN SHALL EXCEED B FEET A TRENCH SHALL SE EXCAVATED APPROXIMATELY 4 INCHES (10 W) MTDE AND 4INCHES PLACE ME END POST4. OF THSE SECOND PENCE E SE (10 CM) DEEP ALONG ONE OF POSTS AND UPSLOPE FROM THE SA MER INSIDE END POST WON STANDARD SWONSTANDARD STRENGTH FILTER FABRIC IS USED.A MIRE MESH SUPPORT FENCE SHALL OF ME FIRST FENCE BE FASTENED SECURELY TD TIE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE ROTATE BOTH POSTS AT STAPLES AT LEAST 1 INCH (25 MM) LONG, TE MIRES, OR HOG RINGS. ME MIRE SHALL EXTEND INTO ME TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN DES INCHES (90 CI) ABOVE TIE ORIGINAL MOUND SURFACE LEAST ISO DEGREES IN A - MGCRMSE ORECnON TO CREATE A TIGHT SEAL B. FILTER SHALL BE STAPLED OR MIRED TIE FENCE, MTH TIE FABRIC MATERIAL DIRECTON OF RUNOFT WATERS AN 6 INCARDHES 20 W)M FABRIC AND I INCHES (20 CQ OF THE THAN SHALL BE EXTENDED INTO THE TRENCH. TIE Ft FABRIC SHALL NOT EXTEND MORE MM 36 INCHES (9D CM) ABOVE THE OMCONAL ( ( ( DRIVE BOTH POSTS MINT GROUND SURFACE 7. THE TRENCH SHALL BE BACNiTID LAND THE SOIL COMPACTED OVER THE FILTER FABRIC. f0 INCHES Wl0 ME GROUND AND SUiY FLAP & ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTM PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (1401) TO Me. ATTACH INO TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 INLET FILTER INSTALLATION MTHOUT FRWE AND GRATE i MIRE SUPPORT - MWLD BXB', S/S GA 49 0/100 SO FT. WELD WIRE SUPPORT. EX1EN0 6• MIN. AT SIDES 50' MIN / i i B• SECUREFILTER FABRIC TO E AND GRAZE AGGREGATE E+ SAC FILL AFTER INSTALLATION Ta I GTY / PUBLIC ROAD NOTES.NOT TO SCALE 1. CONTRACTOR IS TO CENT INLET FILTER AFTER EVERY STORM. A CONSTRUCTENTRANCE SHALL BE 2 CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAYING. CONSTRUCTED AND CONTAIN AN AGGREGATE I-AYEA (NOT AGGREGATE NQ7), AT LEAST A SEDIMENT TRAP MWL BE EXCAVATED BEHIND THE CURB AT ME INLET. ME BASIN B-INCHES THINK. IT MUST EXTEND TO THE SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN MOM, MOM OF THE VEHICULAR INGRESS AND AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE MARS. EGRESS AREA. STORM WATER RILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCNRE THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND ROW LAND AREA BEHIND ME CURB. ME CURB CUTS SHALL BE REPAIRED WHEN ME SEMAENT TRW IS REMOVED. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C INLET FILTER DETAIL D 8.1 BEST MANAGEMENT PRACTICES 1. CONTRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES THROUGHOUT CONSTRUCTION IN ORDER TO ENSURE POLLUTON PREVENTION. CONTRACTOR TO COMPLY WIN ALL LOCAL STATE AND OTHER GOVERNMENTAL ENVIRONMENTAL REGULATIONS THROUGHOUT CONSTRUCTION. 2, DURING CONSTRUCTION ALL CATCH BASIN INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING THE CATCH BASIN. NO STORM DRAIN INLET FOUND WITHIN 10D FT OF CONSTRUCTION AREA. 3. SILT FENCES SHALL BE INSTALLED AS NECESSARY TO CONTROL OR PREVENT DISCHARGE OF SEDIMENT ONTO ADJACENT UNDISTURBED AREAS, OR OFFSITE AREAS. T ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WTHIN A REASONABLE PERIOD OF TIME TO ASSURE MINIMUM EROSION OF SOILS, 5. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED, 6. ALL EXPOSED AREAS SHALL BE SODDED AS SPECIFIED WITHIN W DAYS OF FINAL GRADING. 7. MAINTAN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE A WEEK. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 9, CONTRACTOR SHALL COMPLY WTH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 10. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY CITY. COUNTY, AND STATE OF FLORIDA ON SITE INSPECTION, AT NO ADDITIONAL COST TO THE OWNER. 11. LAND DISTURBING ACTMTIES SH&L NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 12. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 13. BURNING OF DEBRIS WLL NOT BE ALLOWED. 14. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 15. CONTRACTOR IS TO PROVIDE EROSION CONTROL SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WiERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE IF IN THE OPINION OF THE ENGINEER MOOR LOCAL AUTHORITIES IF EXCESSNE QUANTITIES OF EARTH ME TRANSPORTED OFFSaE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TONE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES, EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS THE FIRST REM OF WORK 18, CONTRACTOR TO REMOVE ALL FILTER FABRIC AND POLLUTION PREVENTION ITEMS BEFORE THE FINAL WALK-THROUGH. NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED DO INCHES (W CM). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF XINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (W CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WRE SUPPORT FENCE. POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M) 4 A TRENCH SHALL BE EXCAVATED APPROXIMATELY I INCHES (10 CM, ME AND I INCHES IT 0 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER, 5. MEN STANDARD STRENGTH FILTER FABRIC IS USED, A HARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVYDUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE W RE SHALL EXTEND INTONE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND WORE THAN W INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6 THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WRED TO HE FENCE, AND B INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THIN 36 INCHES IN CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOL COMPACTED (OVER THE FILTER FABRIC. B ALL PROJECTS REOUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP) (98.OAVN) -- .9 =pool j eseg �^ 3V 8u0Z P00Ij M elewlxojddV V/N 400Ij aseg X auoZ pool j alewlxoTddV - 41 / r * r CONSTRUCT r SILT FENCE r 9�7 y, •£0S \ MATERIAL AND EQUIPMENT STAGING STORING MUST BE WITHIN THE PROPERTY LINE. I NO STAGING OR STORING WILL BE _ ALLOWED IN THE CITY'S RIGHT OF WAY. PROPOSED DESIGNATED MATERIAL A EQUIPMENT OR STORING LOCATION. CONTRACTOR MAY CHOSE ANOTHER LOCATION WITHIN THE PROPERTY LINE AS APPROPRIATE. I i I I MOTOWORT I \ j - I I I I I I 1Ais item fix been BOMINsIPdamuaktlb ?<�I L f'r'F[J a eMabo,PE mmeEeN tly"n[m Mefeel. No.MW77 •j ncetl'cogWal Nstlommente"mtmmlM,M = • .• _ 1. d M1eMtlw 6pvwee mutbeveAfie! STAR OF ' e "•%'IONAL�"'� X B&DB' 7).2X 1 (88,OAVN) * ,9 =Pool j eseg 3V auoZ PcIj elewlxwddV 9 . V/N =P00Ij eseg t X auoZ P001d t elewlxoJddV -A t t t t tv +- t t INSTRUCT SILT FENCE t a t X,^5t Ad OVON IIVHdSV ,O['CZ iou al ULYNLY PROPOSED EROSION CONTROL PLAN SCALE: 111=10' �OmZJ�NZ(NLMJ=KV awzgz0 mz zm�oa0zr03 =-n mz <ELLIE.z E WOZ w gwoFa o m z 0 O- 3 x u u /Iz w Ina a�a0 Wpw - WU<�O E_jtnr �J> ZQ0o_`=-ZoEom 3o 0 D-Z�}Enzwo>Z Jw mQ m WZ I.JZ w��a�WOaa I0 (n �Qpao7w z2wz J Z U� Z E 0. - , W 2 J0O LYZ WN=Ins oT & Ew>'mZO�n'wrwZ ZO�a3g V50N0 Q r Z W w-0 (nowt/ Oz7 w xo(nr �� O �Zw w 0rcf ej V) m� Wawzwa{zyQv0-a�W05 Ar ._m(7 �r z�O_Zp BY. I SCALE:1"=10' I M � cV I— O w 0 Z Q Q m m z 2 U) M c2 0 Q h ml a Andre Digitally signed by L OrtiZAndreL Ortiz Bigatao Bigata Date: 2023.09.07 21:35:00 O 04'00' FL P.E.No.: 80977 September 05, 2022 SHEET C2 - 2 Boundary Survey I PROPERTY ADDRESS for III i R7c EMCRA-7 RCA i 1 i SITE ;.,"I%KIAV, FL M463 BRIAIN SANTORO VICEVITY SKETCH 4C7 -0 SCAA V 1\ _ U C. 4v t OL kD 1 RR PL<I CA 'Ni D 00. rn _ I, C c m >I -. C U1 I im t 1 I LEGAL DESCRIPTION �0uv� ,j 170.00' NAIL r - dew =_ 'Orr 1 - � Si'. 4v•- '-`�-,� 1 CJ Cf !'4vL 4.r.�4�t :7i I1.1L1NR 13 6.)4' 4R t;>KL CA-I -m —ur' \te - .I 4£ur 1.. I•i•_ 1-50C Cr -A:4 7yt41, SURVEYOR'S NOTES Lx1SW', ILIPRMrMr4TS NO' tMAIt7 tACLI" A4 '.IH7Y;N. ACM DLSCRITIM PRc+I0F0 P..- r11FNl '_.111.1L"CH LAS 4C- ANSIF•.Aniti THIS 51:'ANJY 0. w-: W41-. A4C RGHM C-'If.\YS or Fico"i . -101 YA_7- 'A•7 SJ7 A cA'sz A L .Tri aU':IRK, fl• C..ICR If -At, IHL S;aNN13 PAR-r Vt .014mS is motvBTm w-."oLrr NNNi1N rw4•:141 7r 14r. SIChoyc PAHI, t;R 'AmTIES. CERTIFIED TO: NNIAll .AN1Ci � CERTIFICATION L'P :; ., T"HIIt1CF� L9 RW:K1R �.'. 1111 LS• I CA'rNAY D_bQ, 9CYtiTD '4, \'1 [14111A 1:4 ' IH - IILD 51, 3JE'.'i OS/CiJ _ WK; ,¢ OW0620 PROPOSED FOOTPRIN , 3,895 5F LIVING 5FACi PROPOSED P,F-E a.O F LOT 51 56 d EXISTING FINISHED FLOOR 1.0' (GAR. 1.2 FT) FOJ\D X-CuI r-f 1 1 1 / 1 c-A _ 1 , 1 As=a4 - 1 MIr j it _ i r:� P Ir j LOT ae_ X 57 ONE STORY RESIDENCE JN g o C---3, -00- i t s °0, v7 roc_ - Misr"tir LOT t 58 , ro . .:T .1T.Vj9 OC,:r 77 22 t-. CANAL LEGEND: • - al 1/2' =4 R00/CAP I% mwy. uNlr 4CTrn o14EHWISr C.Ohc UINCRUE ASI' 1. A 4-a IN _ I•. f - i+A'mrt EASEvZ4T A V_•rr .� � rt+: _k ♦:lid r CAIiL.` TY tim;rr I.Icl - PCLE pelt _ 11IGTRI� L-L1' - Jh-)F.4C;R.'W40=RU-F-4E r' ;5i l9r;l 1LlY�^ FLOOD ZONE F 4Ua LChC. A - CI f4A' tIN t' 44'77 ;ll rlll;%rREAM 12i,.IC9 F•A9t l hJA1'Jr' : i 1C9HI; c mw C'r-C ,, Wt- z m Q � v m m O � Q� L� o �13 z Q (Yoo (Y m WWW F m wdT� z @�4 a �0IL ■ 1(I E (9 !*) O I vmy mmm m N L~i ■JO,w n am= I..L z = � 0 to QT jr U Q X Q U ILLE m U w a UZ W U 0 0 ❑ - L 1' f cn r OLEOoo _ 0 o 2 N =NQ W m w_Z _j LJ 1.� O N W ❑ 01 C Z J ci 0 I gaLl 0i ry 0 Z m Q, m m O U) a} z Q ��0 LLI i � m lyWa w m w W I� 1p CL NEIGHBORING RESIDENCE SCALE N. T S. AREA G4LC'5: LOT SIZE 16,162.60 SF MAX COV'AGE (33g) 5334 SF FIRST FLOOR LIVING 2,531 SF 2ND FLOOR LIVING 1,340 SF LIVING SPACE 3,931 SF COVERED EXT. FAMILY 234 SF COVERED ENTRY 83 SF GARAGE / BOAT V5 5F STAIR / ELEV 2ND COUNT 131 SF TOTAL COVERED 5,432 SF TRELLIS AREA (N/C) 410 SF l EXEMPTION 10.12) -38 SF TOTAL COVERED 5,334 SF GENERAL LOCATION MAP LSF �; �. cursmmzm eo"w.,;pi� am din � i f ars Suet[ }} :� In[byp phnr _� _ VS I - 2 y I SFmefd ranwe au :sAer' uk. x 6ET5,4G<6: PLACE AU SOLEIL REQ'D PROPOSE FRONT 30'-0" REAR 30'-0" WEST SIDE 15'-0" EAST SIDE 15'-0" 30'-2" 32'-4" 15'-2" 15'-2" HEIGHT 30'-0" 30'-0" LOT GALC'S 40% PERVIOUS REQ'D (6,465 SF MIN.) LOT SIZE BUILDING FOOTPRINT DRIVE/1'90TOR COURT PATIO/POOL/7RELLI5 16,162.60 SF 3,835 SF 2,330 SF 1,140 SF TOTAL IMPERVIOUS Sp25 SF TOTAL PERVIOUS (43q) 8,138 SF I 0 Z m Q � v m m w z �-73Fyz Z _Q 0 uj w m W W _ �m w w w PILn f PI mo - N U m m ui m I() o • J , aNE Q X Q u o 11 m U W Q L] UZ W ° 0 O W�no�nm L �[Om r > o 2 N =NQ W m w_Z j Ll m N i O w Z U W J ON Z v Q �o� = o vaLl RE vI S I ONS: i/si0a DATE: — I/23 '05 ` 023110 ,�4 COMPLIES Mf 15T>50%>2ND FL FL 3,895 SF `- 1,548 SF COMPLIES � COMPLIES 1:2 RATIO ]� LOT SIZE 16,162.60 SF MAX COV'AGE (33%) 5,334 SF FIRST FLOOR LIVING 2,591 SF 2ND FLOOR LIVING 1,340 SF LIVING SPACE 3,931 SF COVERED EXT. FAMILY 294 SF COVERED ENTRY 89 SF GARAGE / BOAT 915 SF STAIR / ELEy 2ND COUNT 191 SF TOTAL COVERED 5,432 SF TRELLIS AREA (N/C) 410 SF - EXEMPTION 10.12) -98 SF TOTAL COVERED 5,334 SF SECOND FLOOR AREAS O O I— Z Q ou Q L w Z z Qtu goo �IM w�w m w Wd� z � e_j mmF mN� • J � H gym= o,DQ V a� U '^ Q X� u 1 0 F m U i w G UZ w U 0 0 O=E"m L 00� o r Nm - rrnn �o YJ —� ❑ =ma W " w_Z J UotoN Vl z Q w U U �N0 O aao �� j AREA CALCULATIONS PLAN SCALE 1/8' = 1'- 0' PLAN SCALE: I/4' = 1'- 0" -d" r;� In" v ip � m I I I I I I I —I I I I I I I i I � I I I I I I I I I I I 1'-2" SECOND FLOOR PLAN SCALE : 1/4' = 1'- 0' 0. Z m cz co m m 0 QLL " z Q 00 p J ��U �m Q W J) m W •�Nf moo ��'I Ni? mmN M h � F z�� Q N E rz ��"� L3 X Q 0 ul m U w a v= W U a_ O La o 1 F �a0�om r_� rn uJ N � =ma W m w_Z J X^w N w o U O, Z J m 0 � U �_o aau FRONT ELEVATION FACADE OPENINC36 PERCENT 1,35(o SF 199 SF 1 0�/o . ■ _ ■ _ 3 ._._ 0 ■ � N E mroo mmN •Jp1F N aNE 4 QXQ O LL M R1 U w a UZ W ° U 0 .�m L from r N - o n �o E J 2 N =ma W wm. _Z ❑ J[]X^w �zU N Z J m 0 � U o aaLl REv1510N5: DATE: 0,1 11/23 0513110 FRONT ELEVATION SCALE: 1/4' = 1'- 0' REAR ELEVATION FACADE OPENINGS PERCENT 1,531 5F 620 5F4 REAR ELEVATION SCALE : 1/4' = 1'- 0' REVISIONS: DATE: OS/%23 105'' 0523110 E�K I LEFT 511DE ELEVATION FACADE OPENINGS PERCENT I;106 SF 250 SF 2 3 0�/p LEFT SIDE ELEVATION SCALE: 1/4" = 1'- 0' RIC:;—IT SIDE ELEVATION FACADE OPENINGS PERCENT 1,233 SF 146 SF 12/O [11. 11r EotESTDC' A-015252 EI N❑ Qi Z m m LL m O� Qr wz p�::3 0 w— oLL� W m L i� z w � eLLQ moo [7 l7 uJ N U • J N H OoQ �x QNf Q X Q O m U Y W UUZ W 0 0 ❑ Ld o �nm L Oo r N r O 2N =NQ Wm JLiX'D Ln z ❑ w N Z J M c U _o aau 7or RIGHT SIDE ELEVATION SCALE : 1/4' = 1'- 0' CANAL rvr;L'k-- -rpm I i rw l" �u5'ftwe'nd r.), ion� -ram a icrr Lot .. II EXISTING POOL I1 j EXISTING I STORY RESIDENCE —}i Y TREE REMOVAL PLAN -- SCALE _d Al o s 10 a0 _ EMERALD ROW >a�197TFIc} 1 1a'� i40,� • 7j D ycc Lee > Id -It 4-4r. X IJoe Peterson M. Peterson cn=1ce M. Peterson. Professionals, r eDesign rofessionals,lnc., - _ l=j m.peterson2008@ho tmaiaiLc""—US 2023.09.11 09:0732 PROJECT162� 11,111 L I N MA r�n�i-'ryas urt°r` -. LANDSCAPE PLAN SCALE w w EMERALD ROW _.._ I i Joe M. Peterson cn=loe M. Peterson, o=Peterson Design s Professionals, Inc, _ email=J.peterson2008@hot mail.com,-US 2023.09.11 09:0136 -04'00' 4� U o O M � W � o � PROJECT 2s�_._-_.._. L2 rwl.1'LTi^'raR'u'T.'W» .'sui' Bnd+.h iN1�) P"1 vux sadL. - rrmLrmr-'Wjimea:Y7. k�jiOt-'PY3tl LARGE TREE PLANTING DETAIL, µ r( '- WUMMINTR,PJ.ANTIING.DETAIL � � YYY118Y1YWB[� SOD PLAWINIG DETAIL 1t PLANT LIST SYM BOTANICALNAME COMMONNAME SPECIFICATIONS QUAN ... _ .. .. - - QV Quercue virgiaiave 'Live Oak' 18' W' spread 4 SS" cal.min 4 CB Calopbyllum brasibeasis 'Beauty Leaf' 12' hgt 3' spread. 2'/:" cal. 4 CN Cocos uucifem 'Coconut Palm' 'Maypan'variety. Clear tank heights on play 7 PE Plychospenna elegans 'Alexander Palm' Triple, 14' -16' o.a. hgL stagger heights. 1 PT Ptyebosperma eiegans 'AlwBralor Pahn' Single. 6' grey wood. Match 7 AD Veitchia adonidii `Adowdia Palm' Triple, stagger heights, 30 gal. 7%8' o.a hgt I RA Rhapis excelsa 'Lady Palm' 25 gal. 6' o.a, hgt 2 EL Elaeocarpus dec"ens Japanese Blueberry' cone 5' hgL full to base. 4 BO Bougmm ffea glabra 'Bouganvillea' 25 gal. 5'-6' hgt. stdred color. 2 BG Bouganvilles glabra `Houg®viltea° 25 gal. 5'-6' hgt purple colm. 3 CLU Clusm flava 'Small Leaf ClusW 7 gal. 36" hgt. hedge. 110 ARB SchefHereArboricola `DwmfSchefHem' 7gal. 30"x24". 45 POD Podocarpos macrophylia 'Podocarpos' 7 gal. 30" hgL hedge. 131 COD Codieaeu n vwiegstmn `Croton' 'Sloppy Painter'var. 7 gal. 30" hgt. 76 IXO Ixora'Maui Yellow' `Maui Yellow Nora' 3 gal. 16"x14" 82 PTV Pitrospon®tobira'var.' 'Variegated Pittosporom' 3gal. 16"06" 126 FGI Ficus microcarpa `Green Island Ficus' 3 gal. 12"xl2" 1238 FIC Ficus pumila `Creeping Fig' 3 gal. T trailers. 2 JAS Dacbelospermu n'Minima' 'Jasmine minima' 10. 831 NOTES: 1. ALL LANDSCAPING AND SPECIFICATIONS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS PROVIDED IN THE PLANT LIST AND THE TOWN OF GULFSTREAM LANDSCAPE CODE. 1 ALL PLANTING MATERIAL SHALL MEET OR EXCEED FLORIDA GRADE #1 AS SPECIFIED IN'GRADES AND STANDARDS FOR NURSERY PLANTS', AND PART 2'PALMS AND TREES', CURRENT EDITION. TREES TO BE INSTALLED SHALL NOT BE TIPPED, TOPPED, OR SHAPED PRIOR TO INSTALLATION. 3. PLANTING SOIL IS TO BE WEED FREE MIXTURE OF MUCK AND SAND (30/70) WITH 50 LIES OF MIORGANIIE PER 6 CU. YDS. 4. APPLY 3"'GOLD' EUCALYPTUS MULCH AROUND ALL PLANTS WITHIN 2 DAYS. 5. ALL SODDED AREAS ARE TO BE COVERED WITH'EMPIRE ZOYSIA' SOD, EXCEPT WHERE NOTED. SOD TO HAVE GOOD COMPACT GROWTH AND ROOT SYSTEM. LAY WITH TIGHT JOINTS. 6. GUYING/ STAKING PRACTICES SHALLNOT PERMIT NAILS, SCREWS, WIRES, ETC... TO PENETRATE OUTER SURFACES OF TREES, PALMS, OR OTHER PLANT MATERIAL. TREES, PALMS, AND PLANT MATERIAL REJECTED DUE TO THIS PRACTICE SHALL BE REPLACED WITH THE INSPECTOR ON SITE. 7. BURLAP MATERIAL. WIRE CAGES, PLASTIC CANVAS STRAPS, ETC... MUST BE CUT AND REMOVED FROM THE TOP ONE HALF DEPTH OF THE ROOT BALL. TREES AND SHRUBS GROWN IN GROW BAGS OR GROW BAG TYPE MATERIAL MUST HAVE SUCH MATERIAL REMOVED ENTIRELY PRIOR TO PLANTING THE TREE OR SHRUB. 8. ALL PLANT MATERIAL SHALL BE FREE OF PESTS. INSECTS, DISEASE, WEEDS, ETC... 9. ALL PLANT MATERIAL SHALL BE PLANTED AT THE PROPER DEPTH AS ORIGINALLY GROWN AND/ OR SO THE TOP OF THE ROOT BALL IS FLUSH OR SLIGHTLY ABOVE FINISHED GRADE 50,1E DIATELY AFTER PLANTING. ALL TREES SHOULD PROVIDE TRUNK TAPER WHEN PROPERLY PLANTED AT TBE CORRECT PLANTING DEPTH. 10. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF PLANTING TO ELIMINATE AIR POCKETS IN THE ROOT ZONE AREA 11. TREES AND PALMS ARE TO BE STAKED AS NECESSARY AND IN A GOOD WORKMANLEK E MANNER WITH NO NAIL STARING PERMITTED 12. LANDSCAPING SHALL BE PLACED TO EDGE OF ABUTTING STREETS OR OTHER LANDS. 13. SITE DISTANCE CONCERNS MUST BE MAINTAINED FOR CLEAR SITE VISBILITYFROM THIRTY INCHES TO SEVENTY-TWO INCITES, TREE TRUNKE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF ROOT BALL PLANTED AT PROPER ELEVATION. 14. SEE PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. 15. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC UNDERGROUNDIRRIGATION SYSTEM, AS SHOWN ON PLANS. SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED. THERE SHALL BE NO OVERSPRAY ON SIDEWALKS OR ON ROADWAYS. SYSTEM TO PROVIDE 100%COVERAGE. I& ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SHALL BE REMOVED FROM THE PLANTING AREAS AND REPLACED WITH 50/50 MIX FILL SOIL OR AS PER SPECIFICATIONS. 17. ALL LANDSCAPE MATERIAL SHALL BE FERTILIZED UPON INSTALLATION. I & THE LANDSCAPE CONTRACTOR SHALL CONTACT THE COUNTY, CITY, AND/ OR UTILITY COMPANIES TO LOCATE ALL UNDERGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING. THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNDERGROUND UTILITIES AND(OR CONSTRUCTION CAUSED AT NO COST TO THE OWNER 19, ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 12 MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION. 20. IN ADDITION TO THESE REQUIREMENTS, ALL LOCAL LANDSCAPE CODES SHALL BE MET IN ORDER TO SATISFY THE REVIEW AND APPROVAL OF THE GOVERNING MUNICPALITY. 21. CO-ORDINATE WITH ALL TRADES, ESPECIALLY THE IRRIGATION CONTRACTOR 22. ALL TREES PLANTED WITHIN 10' OF AN UNDERGROUND UTILITY EASEMENT WILL BE PROVIDED WITH APPROVED ROOT BARRIERS. 23. ALL LANDSCAPING AND IRRIGATION SHALL, BE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES, 24. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN 25. ALL SODDED AREAS TO HAVE A MINIMUM OF 2" OF PLANTING SOIL. 26. ONLY BIODEGRADABLE MATERIAL. CAN BE ATTACHED TO THE TRUNKS OF TREES. 27. ALL ROAD ROCK OR ANY UNNATURAL MATERIAL SHALL BE REMOVED FROM ALL LANDSCAPE AREAS AND REPLACED WITH GOOD PLANTING SOIL. 28. THE SPECIFICATIONS OF PLANT MATERIALS ARE AS FOLLOWS: SPREAD- INDICATES THE AVERAGE SPREAD TO THE MIDPOINT OF TIE PLANT. HEIGHT- INDICATES THE OVERALL HEIGHT FROM THE TOP OF THE ROOT BALL TO THE MIDPOINT OF THE GROWTH CLEAR TRUNK- INDICATES THE MEASUREMENT FROM THE TOP OF THE ROOT BALL TO THE FIRST BRANCHING. CLEAR FOOT OF WOOD - INDICATES THE MEASUREMENT ON PALMS FROM THE TOP OF THE ROOT BALL TO THE TOP OF SOLID TRUNK BEFORE THE START OF THE FRONDS. 29. ALL TREES 1 12" INCHES IN CALIPER AND GREATER SHALL BE PROPERLY GUYED AND STAKED AT THE TIME OF PLANTING. 30. THE LOCATIONS OF PLANTS, AS SHOWN ON THESE DOCUMENTS, ARE APPROXIMATE UNLESS DASQNSIONED SPECIFICALLY. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORSEEN FIELD LOCATIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, TO AVOID CREATING UNSAFE SIGHT CONDITIONS, OR AS OTHERWISE DIRECTED BY OR APPROVED BY THE LANDSCAPE ARCHITECT. 31. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY. - Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design _ Professionals, Inc., wwr' ( email=j.peterson200 - 8@hotmail.com, r-US .-,... 2023.09.11 09:02:44 -04'00' U Cd CA O _t5 w Cd 0 CA 04 0 PROJECT L3 CANAL / B D D �l D Ill D p ZONE 2 272gpm 1 ''/a" I� B D D 04 {t _ D OwIl RT-1 D ..L. I i p i �'} 1 \ \ /. PROPOSED 2 STORY / .__ _._ 1_. _._.-_--- p \\� � �xC�J A� A rr A p I 1 O F 7— / \ {1 t rt _, I ZONE 3 \ �t , t- 25.3gpm 1'/z" A , - J i I a_ -. l B 9 1_ - ; D 1. l ©--�_�-v B H B I 4 r. D 1_ I B D -� +,_ ZONE 1 ZONE 4 29.6gpm 1 /] D y D 19.8gpm 1 %" _B -- IRRIGATION PLAN D 3 '_ q, ,j 1 SCALE 1 0 z 10 a0 EMERALD ROW N liu 2u FRIA C.t�kiP.rcG'�Gt2 19 7� to•�11-L�1'�-1�`1�0� �13 Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design Professionals. Inc., email=j.peterson20 11_ _ 08@hotmail.com, c=US 2023.09.11 091.03:41 -04.00, M O I PROJECT ._ 1—a!q3 --. . L L4 8 FlNtSH GRAOF/TOP OF 4tM1LH 2 POP-UP $PRAY SPRNKIER: RVN BBm 1802 W/•/AN Nnrnr 01 ,n-NCH MALE ITT • O INCH BARB ESBE RAIN WBPo SBE MODEL -050 (4 PVC 1T PPE U SWNC PPE. T2-NCH IFNOTH: /� wJN BRD wDEL w-Too L^J PVC SCH b TEE OR m U POP-UP SPRAY SPRINKLER O © O 1 1 101 1'1�1 o II 0 ( PVC Soi 40 RK II TILE 1.11�, ii4i11111i111;1 O O m QREMOTE CONTROL SYMBOL RAINBIRDPARTNO. TYPE PSI GPM RAD. AMOUNT 0 B 1800-SAM-PRS-12F POP-UP SPRAY 30 2.60 12, 11 -e-B 1800-SAM-PRS-12H POP-UP SPRAY 30 1.30 12' 21 dB 1800-SAM-PRS-12Q POP-UP SPRAY 30 0.65 12, 7 199 1SMSAMPRS-12TQ POP-UP SPRAY 30 L95 12, 3 0.A 1800-SAM-PRS-IOF POP-UP SPRAY 30 1.57 10• 4 'O'A 1800-SAM-PRS10H POP-UP SPRAY 30 0.79 10, 2 1$ A 1800-SAM-PRS-IM POP-UP SPRAY 30 1-20 10, 1 O 1800-SAM-PRS-8F POP-UP SPRAY 30 1.57 8' 13 e- 1800-SAM-PRS-SH POP-UP SPRAY 30 0.79 8' 4 0 1800-SAM-PRS-5F-B POP-UPBUBBLER 30 1.50 5' 3 CLASS 160 PVC (LATERAL) CLASS 200 PVC (MAINLINE) --- SCH 40 PVC (SLEEVE) RAINBIRD PGA VALVE -t533.. RAINBIRD ESP MODULAR (8 STATION) ■ MINI -CLICK RAINSENSOR O1 11YBIIW CONTROLLER: © BNN BOO EBP-LX SFAIES -� OO H WALL PVC SC OZ 1.MM 40 40 CW OHR MO rllr D mnms O' m To REMOTE CONTRq. VALVR O, 4 JUNCMN BO% 2 S 1-NCH PVC SCH 40 CONDUR TO POWER SUPPLY 4 S s LD) HYBRID CONTROLLER 24 VAC COSNETNLLE ROR RNNmBRD MIS 6ER CONTROL MRE TO CONRRO vrL STMpM RtTA DDT� VALVE ,R115H GRADE/ 1DP OF MULCH TENSOR PROBE NOTE T. r CONPIETE NSTALLA ON NSTRUCRONS. SEE INSTRUCDONS ENQOSED WTI AOUMISM U MOISTURE SENSOR IRRIGATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIRM ENFS OF APPENDIX F, CONSTRUCTION AND BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, OF THE FLORIDA BUILDING CODE, AND ALL PERTINENT LOCAL CODES. 2. THIS SYSTEM HAS BEEN DESIGNED TO PROVIDE A 100-A COVERAGE. ALL WATER USED FOR IRRIGATION SHALL BE RUST FREE. IF A CHEMICAL INJECTION SYSTEM IS USED IN A WELL WATER SYSTEM, THE WELL SHALL BE PROTECTED IN ACCORDANCE WITH FLORIDA STATE LAW. 3. ALL NEWLY LANDSCAPED AREAS (INCLUDING SOD) SHALL BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC SPRINKLER SYSTEM PROVIDING 100% COVERAGE. NO LANDSCAPE INSTALLATION SHALL OCCUR UNTIL THE IRRIGATION SYSTEM IS OPERATIONAL, UNLESS APPROVAL IS GRANTED BY THE OWNER OR LANDSCAPE ARCHITECT. UNDERGROUND SPRINKLER SYSTEM IS TO BE BY RAINBIRD SPRINKLER MFO. CORP. OR APPROVED EQUAL. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC... SHOWN WITHIN PAVED AREAS OR OUTSIDE PROPERTY LINES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN LANDSCAPED AREAS. 5. THIS SYSTEM HAS BEEN DESIGNED TO CONFORM WITH ALL APPLICABLE CODES. SHOULD ANY CONFLICT MST OR ARISE, THE REQUIREMENTS OF THE CODE SHALL PREVAIL. 6. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIF®S SHALL BE INSTALLED AS PER THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE H SELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STUCTURES, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS, AND PAVING, ETC... THE IRRIGATION CONTRACTOR SHALL ALSO FAMILIARIZE HIMSELF WITH THE LANDSCAPE PLAN AND COORDINATE THE INSTALLATIONWITH THE LANDSCAPE CONTRACTOR 8. ALL PIPING CROSSING UNDER PAVING, PAVERS, CONCRETE, ETC... SHALL BE SLEEVED IN SCHEDULE 160 PIPE TO BE AT LEAST TWO TIMES THE NOMINAL SIZE. 9. CONTRACTOR SHALL SIZE PIPE ACCORDINGLY TO INSURE MINIMUM OF 30PS1 AT THE FARTHEST HEAD OF EACH ZONE 10. SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR THE SENSOR IS TO BE INSTALLED AT THE CONTROLLER LOCATION AND LOCATED SO AS TO RECEIVE DIRECT RAINFALL AND NOT BE IMPEDED BY OTHER OBJECTS. 11, ALL WATERING PROCEEDURES SHALL CONFORM WITH LOCAL AS WELL AS THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT RESTRICTIONS AND REGULATIONS. 12. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF WORK UNDE THIS CONTRACT. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING. 13. ALL ELECTRICAL HOOKUPS TO THE PUMP STATION AND CONTROLLERS SHALL BE PERFORMED BY A LISCENCED ELECTRICIAN. 14. THE CONTRACTOR SHALL BALANCE AND ADJUST THE VARIOUS COMPONENTS OF THE SPRINKLER SYSTEM SO THE OVERALL OPERATION OF THE SYSTEMIS MOST EFFICIENT. 15. PIPING ON PLANS IS SCHEMATICALLY SHOWN FOR CLARITY. ROUTE PIPES TO AVOID CONTACT WITH EXISTING TRIES AND SPECIMEN PLANTS. DESIGN MODIFICATIONS ACCEPTABLE TO THE LANDSCAPE ARCHITECT MAY BE MADE ONLY AS NECESSARY TO MEET SITE CONDITIONS. 16. AFTER COMPLETION OF SATISFACTORY PRESSURE TESTS OF PIPING, THE LINES SHALL BE SUBJECTED TO LEAKAGE TESTS. 17. ALL TRENCH BOTTOMS TO BE UNIFORM AND FREE OF DEBRIS. NATIVE RXCAVATFD MATIWUAI, USED TO BACKFILL TRENCH SHALT, BE FREE FROM ROCKS OR STONES LARGER THAN 1" IN DIAMETER. 18. PRIOR TO PLACEMENT OF HEADS FLUSH ALL LINES TO MAKE THEM COMPLETELY FREE OF DEBRIS. 19. ALL IRRIGATION CONTROLLERS ARE TO BE PROPERLY GROUNDED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 20. LOW VOLTAGE WIRE 1S TO BE INSTALLED ALONG MAINLINE INSTALLATION. USE 2" SCH 40 PVC WITH SWEEP ELBOWS AT TURNING LOCATIONS WHEN SLEEVINO IS REQUIRED. ALL SPLICES SHALL BE ENCLOSED WITHIN A VALVE SPLICE BOX 21. WIRES ARE TO BE SIZED AND COLORED AS FOLLOWS: #12 WHITE FOR COMMON, #12 SPARE BLACK COMMON (1 SPARE NEEDED PER 10 HOT WIRES), #14 READ HOT WIRES, #14 SPARE YELLOW HOT WIRE (1 SPARE NEEDED PER 10 HOT WIRES, 3 SPARE MINIMUM). 22. WHEN HOT WIRE RUNS EXCEED 3,500 LINEAR FEET, USE #10 FOR COMMON WIRES AND #12 FOR HOT/SPARE WIRES. 23. AIR RELEASE VALVES ARE TO BE USED AT THE END OF ALL MAINLINE RUNS. ................ Joe M. Peterson cn=Joe M. Peterson, -f o=Peterson Design Profewonals,Inc., �. email=j.peterson2008 @hotmail.com,c=US " - 2023.09.11 09,04:47 �. ....... -04'00' A t PROJECT—�(��j I /11 /'21::� L 5 CANAL -- L.J SALE WS ,.r 0 2 10 EMERALD ROW.. _ /J �XI5Tf1Ya12'�I=.t�j; d1�- -- 1 Iil Joe M. Peterson <n=1ceM Peterson, o=Peterson Design Professionals, Inc., email—J.peterson2008@hotm aiLcom, r—US 2023.09.1109,05:39-04'00' U � ^d rA � w d O Cd Cis a� � o � t!1 0, L7 PROJECT-_ L6 )oe M. Peterson cn=Joe M. Peterson, o=Peterson Design Professionals, Inc., email=j.peterson200 r 8@hotmail.com, ,_.., 2023,09.1109:06:38 -04'00' 1 PROJECT L7 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 23-21 Owner: Stephen and Jennifer Streit Address: 590 Wright Way Agent: Matt Wolf, Edgewater Proposed Improvement: Revision to landscape plan to replace St. Augustine grass with artificial turf on the north side yard. Approvals Requested: Level II Architectural/Site Plan: To permit the replacement of St. Augustine grass with artificial turf on the north side yard. Gross Lot size: n/a Effective Lot Area: n/a Proposed Total Floor Area: n/a Allowable: n/a Zoning District: GS-Core Issues Considered During Review: Section 66-144 Standards: Projects requiring level II architectural/site plan review Section 70-152. Artificial Turf Discussion: The applicant is replacing part of the St. Augustine grass on the north side of the yard that is concealed from the street with artificial turf. This is the first application for Artificial Turf since the Town Commission passed Ordinance 23-02, which created a new section 70-152. Artificial Turf. which reads as follows: Sec. 70-152. – Artificial Turf. Artificial Turf is permitted with the following restrictions in certain limited locations: (1) General. a. The installation of artificial turf requires Town approval. b. Artificial turf areas may not be included in open space calculations. c. Artificial turf shall be considered impervious and shall not count towards landscaped open space. (2) Materials. a. The grass blades of artificial turf shall be made of polyethylene. Artificial turf grass blades made of polypropylene or nylon are prohibited. b. Artificial turf using rubber crumb as a cushioning or thatch material is prohibited. c. All artificial turf shall be lead free and use recycled or organic plant-derived materials and natural infill components, including, but not limited to, cork, coconut, corn husk, rice husk, and sand. Documentation must be provided that identifies all recyclable or natural components of the artificial turf system. d. A sample of the artificial turf proposed for use shall be provided as part of an application for Town approval and shall be an acceptable aesthetic substitute for natural grass. (3) Locations. a. Artificial turf may be installed in limited areas of rear and side yards which are not visible from any street or waterway, or as a driveway accent in any yard, example to include strips of artificial turf placed between stone or concrete driveway pads. ARPB File # 20-08 ARPB: June 25, 2020; TC: July 10, 2020 Page 2 b. Artificial turf shall not be installed in any front yard areas, except as a driveway accent. c. No artificial turf shall be installed in the public right-of-way or closer than three (3) feet to any property line. (4) Miscellaneous. a. Artificial turf installations shall have a minimum permeability of 30 inches per hour per square yard and minimum tufted weight of 56 ounces per square yard. b. All artificial turf shall have a minimum eight-year manufacturer's warranty that protects against color fading and a decrease in pile height. c. All materials must include test documentation which declares that the artificial turf yarn and backing materials are disposable under normal conditions, at any U.S. landfill station (Total Content Leach Protocol (TCLP) test). d. Proper drainage shall be provided for all artificial turf installations to prevent excess runoff or pooling of water as evidenced by a drainage plan. e. Artificial turf shall be visually level, with the grain pointing in a single direction. f. An appropriate barrier device (e.g., concrete mow strip, bender board, brick pavers, river rock, landscaping) is required to separate artificial turf from soil and live vegetation. g. Precautions for installation around existing trees shall be restricted to ensure tree roots are not damaged with the installation of the base material and that the overall health of the tree will not be compromised. Ordinance 23-02 also adjusted Section 66-141 to require “applications that seek to use or increase the use of artificial turf” to obtain ARPB approval as Projects requiring level 2 architectural/site plan review. Town staff recommends approval of the location as it meets the criteria of “limited areas of rear and side yards which are not visible from any street or waterway” because the turf is in the side yard partially concealed from the waterway by the structure, and concealed from direct views from the water by landscape plantings located on the northwest side of the property. Town staff have asked the applicant to provide a sample of the proposed artificial turf for your review at the meeting. Motions: Motion to approve a Level II Architectural/Site Plan to permit the replacement of St. Augustine grass with artificial turf on the north side yard. _____________________________________________________________________________________ ARPB Date: September 28, 2023 Action: Level II Architectural/Site Plan: Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA RECEDED SEP 11207.3 APPLICATION FOR DEVELOPMENT APPROVAL Town Of Gulf Stream, FL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.I. Project/Owner Name: Stephen and Jennifer Streit I.A.2. Project Address: 590 Wright Way I.A.3. Project Property Legal Description: 3-46-43, S 175 FT OF W 170 FT OF GOV LT 1 LYG N OF & ADJ TO LT 11 BLK 3 OF PB26P13 & E OF & ADJ TO FIND CNL I.A.4. Project Description (describe in detail, including # of stories, etc.) Revision to landscape plan to replace St Augustine grass with artificial turf on the north side yard. I.A.5. Square Footage of New Structure or Addition: n/a Architectural style: I.A.6. Check all that apply: Architectural/Site Plan Review - North Ocean Boulevard Overlay (complete section B) - Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) - Variance (complete section G) = Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: Type of Foundation: B. Owner Information I.B.I. Owner Address: Stephen and Jennifer Streit 1.B.2. Owner Phone Number: 9 7 44A 3198 Fax: 1.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: Matt Wolf, Edgewater GC I.C.2. Agent Address: 1116 SW 10th Ave Delray Beach FL 33444 I.C.3. Agent Phone Number (0) (561) 332-3901 Cell Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? GS Core III.A.2. Is the project compatible with the intent of the zoning district? x Yes [.No Explain: Small artificial turf area on the side yard concealed from the street. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? it Yes No Explain: III.A.4. How are ingress and egress to the property to be provided? III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage b. Sanitary Sewer c. Potable water d. Irrigation Water e. Electricity f. Telephone a. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? _ Yes k No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? - Yes x No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? F Yes x No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? C Yes xNo (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? '-Yes _xNo (If "Yes', Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream H. Projects requiring Rezoning IV.H.1. What is the Future Land Use designation of the project site? IV.H.2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. Turf area will be approx 900 square feet on the side yard of the house, concealed from the street. Turf blades will be polyethylene, and turf shall be lead free and use recycled or organic materials. No rubber crumb shall be used. Application for Development Approval, Form ADA.32000 Page 7 September 2004 MAIN ADVANTAGE • Designed to truly replicate grass • 1.4" blade height, light weight to allow for easy portability • Uniquely formulated polyurethane coated backing provides greater seam strength and durability / not water soluble • Heat and frost resistant, UV stabilized • No harmful environmental effects Non-flammable, ant -acid yarn resistant to chemical attack PRODUCT DETAILS TURF CHARACTERISTICS: Face Weight: 40 oz Pile Height: 1.4" Machine Gauge: 3/8" Thatch Colour: Brown MANUFACTURED ROLLS: YARN CHARACTERISTICS Width: 5'& 15 ft Type: Monofilament with Thatch Length: 50' rolls Composition / Structure: PP & PE with Thatch Shipping Weight: 65 oz/yard' Dtex: 7800 Roll Diameter: 18" Colour(s): Emerald & Dark Olive Green PARTICULATE INFILL: BACKING CHARACTERISTICS Type: Quality Infill PRIMARY BACKING 1: Weight: 1 - 1.5 Ibs per square ft. Composition/Structure: 13 PIC Height Approx 1/2"to 3/4" Weight: 3 oz per square yard Colour: Green, Black or Natural PRIMARY BACKING 2: Composition/Structure: 15 PIC Weight: 3 oz per square yard FINISH COATING: Coating: Polyurethane, 19 oz per square yard TOTAL PRODUCT WEIGHT Approximately: 65 oz per square yard RECOMMENDED MAINTENANCE: Rinse and groom as needed to limit matting Drainage Rate: 28" of rain per hour, per square yard ALL MATERIALS SUBJECT TO MANUFACTURING TOLERANCES OF -- 5ts RYMAR RECOMMENDS WILL IN ALL TALL PILE LANDSCAPE AND!OR SPORT PRODUCTS N N O W Z Z O W Z Z O Z W F-Z J-Z �aW W pU' �(�� OQ 0C)C) N0 J=Uw�ow�QOO� Z O z woH-o r�WZ—Z OSUa0(6�>�� aQUpa> (nUc°>_WZa U) w WOJ¢ c00W> O~W i J d J U �mZZW w ¢ v w QafiLL } z Q Q p�Oc¢n~Q ._wJZgWj=oWN •_zz — Z (n > U) F- Z O U J S Q U Z W COQ� w w. 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