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Home My Public Portal AboutAPP 009~10TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III CHRIS D. WHEELER MURIEL J. ANDERSON Dr. Robert and Dr. Christine Dudley 945 Emerald Row Gulf Stream, FL 33483 Dear Drs. Robert and Christine Dudley: November 13, 2009 Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the meeting held by the Town Commission on November 13, 2009, your Level 3 Architectural/Site Plan Review application to permit demolition of existing structures in preparation for construction of a new dwelling, a land clearing permit to clear the building site, a special exception to permit 230.72 sq. feet of covered unenclosed roof projection that exceeds the maximum permitted floor area ratio and construction of a two -story single family Spanish Mediterranean Revival style dwelling with a two car garage consisting of 4,850.72 sq. feet and a swimming pool, was considered. Your Level 3 Architectural /Site Plan Review was approved as submitted with the following conditions: 1. Prior to the issuance of a Certificate of Occupancy the owner of the property shall prepare and record a deed restriction which shall provide that all unenclosed roof projection areas as approved shall remain so for as long as the structure is in existence or exceeds the maximum permissible FAR. 2. Prior to the issuance of a Certificate of Occupancy the owner of the property shall prepare and record a Gulf Stream Driveway Removal Agreement. 3. Any dock, boat and lifts will conform to the section 66 -369 in entirety. 4. Any minor modifications in the landscape plan shall be submitted to the Town manager for review and approval and any major modifications shall be brought back to the ARP13 for review and approval prior to commencement of landscaping. 5. These documents and plans should be submitted to the Place Au Soleil Homeowners' Association for their information and review prior to their presentation to the Town Commission. If a building permit including the aforementioned improvements is not applied for by November 13, 2010, these approvals will expire. cc: Paul H. Bach, Architect Sincerely, / 1h%-- Rita L. Taylor Town Clerk 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 009 -10 Owner: Robert Dudley Address: 945 Emerald Row Agent: Paul H. Bach, BE Design Associates, Inc. Proposed Improvement: Demolition of existing structures and construction of a two -story single family Spanish Mediterranean Revival style dwelling with two car garage consisting of 4,851 SF and a swimming pool Approvals Requested: Demolition Permit: To allow demolition of existing structures in preparation for construction of new dwelling. Land Clearing Permit To clear building site. Special Exception To permit 231 SF of covered unenclosed roof projection that exceeds the maximum permitted floor area ratio. Level III Architectural/Site Plan: To permit construction of a two -story single family Spanish Mediterranean Revival style dwelling with two car garage consisting of 4,851 SF and a swimming pool. Gross Lot size: 14,000 SF Proposed Total Floor Area: 4,851 SF Zoning District: RS -P Finished Floor: 9.83" NGVD Issues Considered During Review: Section 70 -67 Effective lot area Section 70 -70 Floor area calculations Section 70 -73 Second floor area Section 70 -74 Setbacks Section 70 -100 Roof and eave heights Effective Lot Area: 14,000 SF Allowable: 4,620 SF; 4,851 w /Special Exception Height: 27.1" existing (roof height 5 30' Required) (2) Discouraged. Eave heights: Betzaeen ten feet six inches and 12 feet six inches for one -stonj portions. Note: The application indicates a 11 feet 9 inches eave height for the one -story portion. Section 70 -187 Table of district standards Architectural Review and Planning Board ARPB File #009 -10 ARPB October 22, 2009; TC November 13, 2009 Page 2 Motion to recommend approval of a Demolition Permit. Motion to recommend approval of a Land Clearing Permit. Motion to recommend approval for a Special Exception to permit 231 SF of covered unenclosed roof projection that exceeds the maximum permitted floor area ratio. Motion to recommend approval Level III Architectural/ Site Plan based on a finding that the proposed two -story single family Spanish Mediterranean Revival style dwelling with two car garage consisting of 4,851 SF and swimming pool meet the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Certificate of Occupancy the owner of the property shall prepare and record a deed restriction which shall provide that all unenclosed roof projection areas as approved shall remain so for as long as the structure is in existence or exceeds the maximum permissible FAR. 2. Prior to the issuance of a Certificate of Occupancy the owner of the property shall prepare and record a Gulf Stream Driveway Removal Agreement. 3. Any dock, boat and lifts will conform to the section 66 -369 in entirety. 4. Any minor modifications in the landscape plan shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 5. Plans to be submitted to Place An Soled Homeoznners Association for review and comment prior to Public Hearing to be lield by Toznn Commission on November 13, 2009. ARPB Date: October 22, 2009 Action: Demolition Permit: Recommend Approval (4 -0) Land Clearing Permit: Recommend Approval (4 -0) Special Exception: Recommend Approval (4 -0) Level III Architectural/ Site Plan: Recommend Approval with above 5 conditions. (4 -0) TC Date: November 13, 2009 Action: Demolition Permit: Approved as recommended (5 -0) Land Clearing Permit: Approved as recommended (5 -0) Special Exception: Approved as recommended (5 -0) Level III Architectural/ Site Plan: Approved as recommended with the 5 conditions (5 -0) *RECEIVED* OCT - iUrl9 Town of Gulf Stream, FL Town of Gulf Stream h I IIII 1111 • 1711YIYWY�Y1� 1 IYV..MYW�Y�� Ili /YY�I��Y TOWN OF GULF STREAM APPLICATION FOR DEVELOPMENT APPROVAL v,•r -.. �nnw.r .— ..n, •��v �� i� i .v. nv v nor i�ti nvr. .. viu�i:Y•:> '• ..rya �v .. rrr �..s .. ..� : n 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, andlor Town Commission. To complete the form properly, please review the accompanying 7-own of Gulf Stream Instruction Manual for Applicetlon for Development Review Form, Failure to complete this form properly will delay Its consideration. PART li, GENERAL INFORMATION To be completed by all applicants, A. Project Information ARPS File # D D -1 D I.A.I. ProjectlOwner Name: Robert H Dudley I.A.2, project Address: 9W_fmerWIA, ow Tow L 33463 I.A.3. Project Property Legal Description: Lot 61, PLACE AU SOLEIL, according to the plat thereof _recorded in Plat Bok 27, Page 69 of the public records of Palm Beach, Florida. I•A,4. Project Description (descrlbe in detail, including # of stories, etc) Opp ft single family residence and replace with new 4,850 sq ft, singly rest end c and now laudaGanjpa -..- _ I.A -5. Square Footage of New Structure or Addition; 4,85.0 sq ft. Architectural Style: S ap_niy_h Mf'dt #�,rPl��•8il R .1LlV t! 1 -A.S. Check all that apply: leArchitectur USite Plan Review VL.and Clearing n North Ocean Boulevard Overlay (complete sectyn S) eDemolition of Structures Cl Non - residential uses 0 Variance (complete sactlon G) 9 Special r_xcoptian (complete sffWbn Q Auger Piles or Deep I -A,7• (a) Proposed F,1=Z, Type of Foundation:foundatiQn per Engineer. S. Owner Information LSA, Owner Address: 845 Emerald Row Town of Gulfstream, FL 33483 S� -1 '7c6 ax: Fax! ).13.2. Qwner Phone Number; F _3° l :• _.._..... _ x I.B.3. Owner Signature: C, Agent tnWrmation 1,0,1, Agent Name and Firm Nance; Paul H Bach /BE Design Associeft Inc, 1,C.2. Agent Address: 33 se 7th street Boca Raton Florida 33428 LC,3. Agent Fhane Number: (a) 561 -362 -6408 -cell .. Fax 561 -362 -8 1.0.4, unlcial use unry Pre -App Date: ARPS Date; App Date: Recommendation: y Com Date; . - -. _ 7C Date: „ Decision: Town of Gulf Stream TOWN OF GULF STREAM F � C' e 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 It. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/OwnerName: Robert H Dudley I.A.2. Project Address: X45 Emerald Row Town of Gulfstream. FL 33483 _ I.A.3. Project Property Legal Description: Lot 61, PLACE AU SOLEIL, according to the plat thereof recorded in Plat Bok 27, Page 69 of the public records of Palm Beach, Florida. I.A.4. Project Description (describe in detail, including if of stories, etc.) Iiamolich Fxigting 4,AA4 _66 Gg ft single family residence and replace with new 4,850 sq ft, single family residence I.A.5. Square Footage of New Structure or Addition: 4,850 sq ft. Architectural Style: oani h Mediterengan Revival 1.A.6. Check all that apply: leArchitectural /Site Plan Review VLand Clearing n North Ocean Boulevard Overlay (complete section B) VDemolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) 0 Special Exception (complete section ,E) Auger Piles or Deep 1.A.7. (a) Proposed F.F.E.: ___9_8a Type of Foundation-foundation per Engineer. B. Owner Information I.B.I. Owner Address: 945 Emerald Row Town of Gulfstream, FL 33483 LB.2. Owner Phone Number:�� - 3 Fax: 1.6.3. Owner Signature: < 'V u` C. Agent Information I.C.1. Agent Name and Firm Name: Paul H Bach / BE Design Associates, Inc. I.C.2. Agent Address: 33 se 7th street Boca Raton Florida 33428 I.C.3. Agent Phone Number: (o) 561 - 362 -6408 cell Fax 561 - 362 -88_.--4 1.C.4. Agent Signature:._ icc{,{, d b -GL Official Use Only Pre -App Date: ARPB Date: App Date: Recommendation:. Com Date: TC Date: Decision: Application for Development Approval Form ADA.2000 revised 6113/00 Page 2 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? Place Au Soleil III,A.2. Is the project compatible with the intent of the zoning district? 5/yes ❑ No Explain. Yes, The project is compatible and maintains the criteria of the traditional styles associated with South Florida and with in the community & Pljgce Au Soleil iII.A.3, Is the project consistent Vith the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? W'Yes ❑ No Explain. III.A.4. How are ingress and egress to the property to be provided? A 12' foot wide, chicago brick driveway will extend from Emerald Row to the proposed garage as showned on the site plan III.A.5. How are the following utilities to be provided to the property? a. Stormwater DrainageOn site retention /detention (see Civil drawings drainage plan). b. Sanitary Sewer On -site septic system (See Septic tank system on Civil Drawings) c. Potable Water ,onnectiAn tf1 Tnwn wgtpr GvstT Pm d. Irrigation Water Connection to Town water system e. Eiectricity Connection to Electrical Power Qompanly f. Telephone Connectiont oTelephnn Company g. Gas t'nnnpc inn to Gas Company h. Cable Television ble Company ill.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 A1A (North Ocean Boulevard) right -of- way? ❑ Yes D'lo (if "Yes ", section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? <Yes ❑ No (If "Yes ", section;i✓,.df this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50 %) of the landscaped area of a developed lot? KYes ❑ No (If "Yes ", section-D of this part must be completed.) IV.A.5. Des the project require approvai_.of a Special Exception? Oes L No (If "Yes ", section(E.Of this part must be completed.) IV.A.6. is the project at variance with any regulations contained in the Zoning Code? ❑ Yes 11KNo (If "Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 -Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit W.B.I. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.13.2. Describe the need and justification for the disturbance /addition: IV.13.3. 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.6.5. What mitigation is proposed so that the disturbance /addltlon has the least Impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit N.C.1, Whcn arc the cxiating ntructurca to be dcmoliahcd? by January 2010 IV.C.2. When are the proposed structures to be constructed? by JanuaTl FebruaT2010 IV.C.3. What is the landmark status of the structures to be demolished? Existing Structureto be demolished has no Landmark Status 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: Nl.,g� IV.D2. Describe the need and justification for the removal /relocation: R_tA0t1 i.: one Coconut Palm IV.D.3. How is the removal from the project site of vegetation to be mitigated: See tree renlarement list 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? Sabal PAIM at perimeter of properly IV.D.5. What replacement materials are proposed? See tree replacement list on the Landscape Architectural drawings sheet L -1. Application for Development Approval, Form ADA.32000 Page 4 February 2002 um i ui uutt Stream E. Projects Requiring a Special Exception. N.EA. Is the proposed use a permitted special exception use? C/Yes ❑ No Code Section_7n -79 par#) IV.E.2. How Is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? To be used as open porch. It has no effect on public health, safety, welfare, and morals. IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? 0 Yes ❑ No Explain. Others have them in the neighborhood and It will not cause any injury to the value of the property. IV.EA. How will the use be compatible with adjoining development and the character of the District where it is to be located? This is allowed & exists in other structures in the neighborhood IV.E.5. What landscaping and screening are provided ?_ d ti 1r2l plap�get L -1 N.E.S. Does the use conform with all applicable regulations governing the District wherein it is to be located? MIYes 0 No Explain. F. Non- Residential Projects and Residential Projects of Greater than 2 Units IV-F.1. If common area facilities are to be provided, describe them and how they are to be maintained. IVY.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.F.3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways /Aisles: Application for Development Approval Form ADA.32000 Page 5 DUDLEY RESIDENCE 945 Emerald Row Town of Gulfstream, FL 33483 Exterior Finish Schedule 4. C• R A 6ENAVENTE COMPANY ERE�� dESIGN aSSOC1ATES, INC. EXTERIOR COLORS Benjamin Moore Stucco - smooth trowel - Morning sunshine 2018 -50 PAVERS Brick America - Antique blend PRE -CAST STONE Universal Stone or equal - Antique blend DOORS, WINDOWS & SHUTTERS Entry Door - Therma -Tru Mahogany Finish Decorative Slatted Shutter - Mahogany Finish CGI— Aluminum Windows and doors - Mahogany finish MONIER LIFE TILE Spanish Pan Tile - Antique blend 33 SE T" Street, Suite R, Boca Raton, Florida 33432 Phone: 15611362-6408 Fax: 15611362 -8834 E -Mail: info @he- design.net w w w. be—design. net Lic #AA26001227 DUDLEY RESIDENCE 945 Emerald Row Town of Gulfstream, FL 33483 Exterior Finish Schedule l A BENAVENTE COMPANY EBE�� dESIGN 8SSOC1ATES, INC. EXTERIOR COLORS Benjamin Moore Stucco - smooth trowel - Morning sunshine 2018 -50 PAVERS Brick America - Antique blend PRE -CAST STONE Universal Stone or equal - Antique blend DOORS, WINDOWS & SHUTTERS Entry Door - Therma -Tru Mahogany Finish Decorative Slatted Shutter - Mahogany Finish CGI— Aluminum Windows and doors - Mahogany finish MONIER LIFE TILE Spanish Pan Tile - Antique blend 33 SE T" Street, Suite B, Boca Raton, Florida 33432 Phone: 15611362-6408 Fax: 15611362-8834 E -Mail: info @he- design.net w w w. he — design. net Lic #AA26001227 Oct. 7, 2009 11:05AM BE -Des 'Benmar /AHCD ■ dES,cx assacuTEs, INC. FAKTflAM8M117At DATE. October 7, 2009 FROM. Elmar Benavente TO: William H. Thrasher Town Manager Town of Gulf Stream FAX: 561 737 -0188 RE: 945 Emerald Row, Gulfstream, Florida Front Elevation Garage Ridge height Good Afternoon Bill: Ridge dimension from Project 0' -0" to Garage ridge is 17' -0 ". See Drawing Below Thank You. Elmar Benavente No. 6476 P. 1 Please call our office if you do not receive pages including this page 33 St F" Street, Suite B. Boca Raton, Florida 33482 pbolte: 1561) 362 -6408 Fax.-(5611362-0834 [-Mail: begbellsouth.net w w w. b e -d e s l g n .net AA26001227 TOWN OF GULF 5TIREAM 51TE DATA TABLE GR00S LOT AREA 14,000.00 5gFt EFFECTIVE LOT AREA 14,000.00 5 Ft FAR CALCULATIONS EXISTING DEMO NEW NET lot FLOOR LIVING 2,626.14 !3gFt 2,626.14 5gFt 1,959.21 5gFt 1,959.21 6gFt CEILING OVER 15' (double) 2nd FLOOR LIVING 1,496.40 5 Ft 1,496.40 5 Ft 1,640.22 5 Ft 1,640.22 5 Ft lot FLOOR COVERED (porches, overhangs > 25) 489.09 !3gFt 489.09 5gFt 369.28 5gFt 369.28 5gFt 2nd FLOOR COVERED 134.67 S Ft 134.67 S Ft AWNINGS > 3'& SCREEN ENCLOSURES (@ 50 %) 230.72 5gFt 230.72 5gFt GARAGE 383.00 S Ft 383.00 S Ft 516.00 S Ft 516.00 5 Ft GR005 FLOOR AREA 4,994.66 5 Ft 4,994.66 5 Ft 4,850.72 5 Ft 4,850.72 S Ft OUT 13UILDING5 TOTAL FLOOR AREA FFOFO5ED 4,850.72 5gFt FIRST 20,000 x 0.33 4,620.00 5gFt E C E I V E ii OCT - 2 2OU9 Town of Gulf Stre *m, FL OVER 20,000 x 0.20 TOTAL ALLOWA5LE FAR FER MANUAL 4,620.00 5gFt TOTAL HAR05CAFE AREA 4,191.00 6gFt REQUIRED LANDSCAFE AREA (lot Size x 40 %) 5,600.00 Sc�Ft ACTUAL LAND5CAFE AREA 6,964.51 5 Ft % OFEN SFACE AREA 49.75% FLOOR AREA CALCULATION & FAR ROOF PROJECTIONS pie per LPR I ., of C-ulf 5rr- M-1 Sec. 70 -72 b Actual Code Actual Code LIVING AREA 1,959.21 sq ft o GARAGE 516.62 qq ft LL m ENTERTAIMENT OUTDOOR (a) 347.78 5q ft 347.78 sq ft ENTRIES (a) 21.50 sq ft 21.50 sq ft MAX. BUILDING AREA 2,845.11 sq.ft 100% 100% o LIVING AREA 1,640.22 sq, ft COVERED TERRACE (a) 113.17 9q ft 113.17 sq, ft COVERED BALCONY (a) 21.50 rq ft 21.50 sq ft N MAX. BUILDING AREA 1,774.89 sq,ft 62.4% 75% TOTAL BUILDING AREA (A) 4,620.00 sq.ft COVERED AREAS (b) lot FLOOR 15.97 eq ft COVERED AREAS (b) 2nd FLOOR 214.75 eq ft COVERED TERRACE (b) 230.72 Eq ft TOTAL BUILDING AREA (5) 4,850.72 cq, ft (A) Within the maximum permiorlble FAR • (a) • 2(b) 503.95 set ft 600.00 set ft (8) Over the maximum permlooible FAR (b) • 300 5gft 230.72 set ft 251.97 sq, ft LOT SIZE 14,000.00 rq ft MAX. FAR LOT 51ZE x.33 4,620.00 sq ft 4,620.00 sq ft OCT - 2 2009 U:' APPLICABLE COG -:5 INSURANCE TOTE ,'''Br/ (�� /..//� FLORIDA BUILDING CODES 2007 Work shall not commence On thie Flktt until the Prime C.�cractor shall procuro•nd U L K E I D E N C E NEW CUSTOM HOME U•NNty Insurance Including and Lanpraha'Ity Ganff OCCUPANCY: /�/`/1 V /�/ V letad Otu,l Indemnlficatbn NaNltty covering this P � and Products Lpnplatd Opentlone "d'm' t 5 GROUP R3 (SINGLE FAMILY, PERMANENT RESIDENTS) Ll,Mlvy Ieeuranc, covering personal Injury and bcdlly 1 Jury In Ilmlta of not lees than $1,000,000 for Injury Or deatH to sly one person and net less than 82,000.D0D each ZONING: mc" and shall Carry Insurance ago Met property damage In limits of not lees R5 (RESIDENTIAL SINGLE FAMILY LOW /MEDIUM DEN 5ITY) 945 E M E D TOWN OF 5TKEA than $1. -Doo par elalmant and 82.000.000 Per occurrence •s , miNmum coverage and elmNa� eecura Certificates of Insurance from all independer2 sub - KA L KOW, GULF M, F LO KI DA 33483 ca2ractae, their bsubconWactors, equpmene euppMre, mateNa suppler., CONSTRUCTION TYPE: couHer and d,IIV ry men. The Prime Contractor and afBremerKlond subcontractors IJ V UNPROTECTED (FSC 601. 602) and workers wit ba requlyd tO p-id, a Certificate of Insurance Indkating that - Workern' Compenaatbn has been prOWded for all ampi%a in compliance Mth Chap.,' 440• FIONda Statutes. The Coma. -T shall carry at nO adAltion•1 ..pan- to the A B B R E V 1 A T 1 O N S .__.. . 'wand ' T 'T e Lhoee Included in aztendd coverage in the amount d one hundrd per cent (1005) e the Values at risk Such polities shall ba written Lo pretest the Contractor and the Owner as their Interest may •.Boar. The PNme Contractor shall bind all ISSUE BY DATE tiGJ6. ACOUSTICAL ADUUSTABL GA WUGE GALV. GALVAN'.ZrD O.T. OUARRYT .FT` i7 A ,• \/� �I�{ l ■VE® SE. APP 11 aforamnrtiand eubrantraetere and workers In any and all a r•ets relative hereto to defend, save and h- harmless the 0wner, the Architect Cwporatbn BE Design Ae..G•tee, Inc and the qualNying Architect Paul H Bach, from any ...... ISM or A. 7. ARCHITECTURAL GL GU55 ' RL� R rAIP N7GJerrt aH.Ino oW d the evecutbn and P.,F •nca of all the work by third parties A_ ALUMINUM ORAWNGS ALUMINUM OR GRACE GYP. GTFSUM , \ and ti+e Prime CmTtr. -I "u ntractore and lode dent wrrtncWrs eh•ll f- nth. "ROIL ATRONIMATE H.S. HOLLW1 RED. Q:OU RE r P.M. RAM j /00 V all each dcfenx. NI Ineunnce shall name the Owner Arohkect Corporation BE D_"" AINI- late., Inc. and the I Archhact P•W H. 5..H ae additional qua Nylny 7. BOARD HG HOLLOW CORE C, CO R0. RL.GH OF•N'NG NOV 1 •} 4 � ineurd. Tha PNme Corttraetor, aubcontraetore and all Independent eubeoeKr•etore DG. BURDING HDW. HARDWOOD IOW. Zz WOOD -..,,� and workman shall m.1-N automobile Ile Nllty In..,.- against 1-14, Injury and K BLOCK HOWE HARDWARE RW' 22: \WA._R LEAxR -. -� - property dam•ga In at least the amo�MS DF one milli.. da.rs (81,000,000) Per -KG. OLDCNNG HOT. HEGHT Vim. '•:' f I , claimant and one millbn dollar. (81,ODD.DOO) per Oaoumanca, The ponds, Of all N. SEAM ELt BDROM ,M. HDLLI7N METAL HORZ HLRZh A. 5 C =- RE SCf ��r I �y �} ! VJLF S -MEAM {-RRr I Insur,nCa In force, shall be Issued by eompanlee qualiFld Lo de buelnaes In the State OF Fbrida and be acceptable to the Owner. Any altered CAB. CABINET SH1 _ amounW (Incre,eed or deereaeed) of Insurance shall be submitted and approved by the 0w PH- to the CEM. CEMENT I.D. I- "'T" 56 .J 2 Camme rwemerlt of Work VICINITY MAP CER CERAMIC CL CAST IRON CLR CLEAR IM, Ih R'R E•'':\ oT' STD 5 = '. (Y) m W COL COLUMN D STRU RAGE ~.. H I li •P CCNL CONCP -ETE •)/,N. JA,TOR �. JdNf STo;L STRUCTURAL!` _ ❑ CON, CONNEC110N ELI SUSPENDED '.... .IY- COOT. CONTINUOUS LiSK LOUNTER5UNK LAM. LAMINATE LAV. LAVATORY SYM. SYMMETRICAL y, _ ,,. r - - _ - -- . . -• : =. I � q l i JJJ LR Y 2 DECOR DECORATIVE DIET. DETAR LOG LOCATION MAX. MAXMUM T. TRE TL. TOP OF CURD • .B ► ga' ,� - � ! I F � O O OF. DOUGUS FIR MECK MECHANICAL TEL 1ElEPHONE (�. 't:': �"- - • - `' R' '+ , N LL DA. DIAMETER DIM. DMENSION �' DOWN MET. METAL MFR MANUFACTURER MIN. MINIMUM Tw TONGUE AND GROOVE iHK THICK L0C TOFDFCHIMNEY -- ? _ - �L. BRt X ~ ,'�t g J i ) - 3 _ {{ S G ❑ c D5. DOWN M5C. MISCELLANEOUS LO.FR TOP OF FRAMING P I i ( fj�� • - -, {+ i O W < W DWI. DRAWING EA EACH M0. MASONRY OFEMNG MID. MOUNTED MULE MULLION TA.L TOP OF LEDGER TAI. TOP OF FLARE TAIL TOPOFFUTE ,. -x ...•... _ 9 _ 1 'y 'T`T "� - s �/1 w EL ELEVATION c.2. ELECTRICAL NIL NOTINCOMRALT T77. TYPICAL II _ f ':~ '. •r� a.r�..,��w�4 y. ' W EO EQUAL NF.F.A NAPDNALRRE LLON. UNLESS OTHERWISE I 'L ! 1 ~} LL Ell'.. EXHAUST "=IN NOTED - ,F��.a. A �.M` ENP. EXPANSION ENT. EXIEROR A66MATON N.TS. NCTTO SCALE PERT. VERTICAL VEST. VESTIBULE f T ) ♦ �V' T*P� `/ aaaj \ � ❑ ENST. EMSTING V,GDF. VERTCALGRNN !ir E -EY ELEVATOR A.U. FORCEAIRUNR D.A. OVERALL 005. 005CURE CC. ON CENTER W/ n irl.4 * '� RM i °' MH4 z LL Q F.F. FINISH FLOOR FAR FROM FINISH FLOOR OD. OUTSIDE DIAMETER OFF. OFFICE W�� WO. W� : .. .._ . . - .- ____.. I _ .... ... _ W : j • * - "` ^}- _. k�� ,. _ y }K+'`.. d"• T , 54 Y M a I Z F.HL FIRE HOSECABINET LPNG. OPENING Nj.L WINDOW WH WAIERHEATER '. .♦ - e �� •, (. "_. --:� +, •C H.`�..,.. s FIN. FINISH FIL FLUOR FLASH. PUSHING FLUOR FWORESCEM OFF. O"D5RE R PLATE FLA51ER WP. WATER PROOF N'5CT. WNN5C0f WT. MIGHT Q F G.F. FACE OF FlNUiFI FC.M. FACE OF MASONRY F.05. FACE OF STUD FR PAIR PRCST, PRECAST �, -.>r 1'• -'' ., = 1 •w F?. FOOTfFEET FIG. FOOTING P.TD.F. PRESSURETREATEO DOUGLAS FIR FM. PARTMON .� - V' S T •' ,� ! T• R d •� �, ARCHITECTURAL DRAWING INDEX GENERAL NOTES SHEETN' ID LAYOUTNAME SEE INDIVIDUAL PLANS OF EACH DISCIPLINE FOR FURTHER NOTES AND IRONDE FIRE RESISTANT MATERIALS AND FIRE SEAL A5 REQUIRED AT ALL ® OPENINGS. JOINTS. PENETRATION50R GARB ON FIRE RATED A69EMOLIES. B. O.C. S RESPONSIBLE FIR ADEQUATE CRACINGS OF STRUCTURAL AND NOW STRUCTURAL ELEMENTS DURING CONSTRUCTION. GUILDER SHALL PROVIDE A PERMANENT SI .WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER ANp NEED fOR REINS PEGTON AND TREATMENTCONi1CA CT RENEWAL.9HALL MECHANICAL O CS.DI COVER SHEET r m SE DESIGN ASSOCIATES INC. S THE DESIGNER OF THUD PROJECT AND WILL 7, DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSION NOT INDICATED DRAWNNG5 SAFE WORKING ENVIRONMENT AS WELL AS REWIRED MEAN. OF EGRESS DE PROVIDED. THE SIGN SHALL BE I09TED NEAR THE WATER HEATER OR ELECTRICAL r ry- LANDING AND HVAC CONTRACTOR SHALL VERIFY ALL LOCATIONS /SIZES OR � THEIR OUTLET. SUPPLIES AND CHASE AND ER- BE RESPONSIBLE FOR � R9 u Le N m' 02 5P.0 SITE PLAN DE CALLED THIS OFFICE'. THIS SETOF DOCUMENTS (pRAWIH_F' TEI(T5. SPECIFICATIONS. ETC) IS PART OF THE CONTRACT DCCUMENTH FOR THIS ON SHALL GE CONFIRMED WITH THUS OFFICE IIBOR TO CO COMMENCEMENT OF ANY 1\VV RK. THE GENERAL CONTRACTOR .HALL VERIFY ALL DIMENSIONS IN FIELD WITH SUB CONTRACTORS AND NOTIFY THIS OFFICE FOR ALL PERSONNEL ON THE PROJECT SITE AS REQUIRED BY ALL APPLICABLE LODE.. PANEL. DOORS AND WINDOWS COORDINATION OF THE SAME. 2, HVAC CONTRACTOR SHALL PROVIDE ALL NECESSARY DOCUMENTATION AND V g UB '�a ,--, 05 AOI 1St FLOOR PLAN PROJECT AND TO THE DEBT OF OUR KNOWLEDGE, DELIEVE AND E.BIONAL JUDGMENT. THE ARCNITECTLIRAL DESIGN OF TH5 WILDING OF ANY DISCREPANCIES DETVEEN THE ACTUAL FIELD C MEN6ION5. SHOP CONCRETE T ALL EXTERIOR WINDOWS AND GLA55 DOORS WILL NAVE AN AFPRROVED HURRICANE PRODUCT SIECIFKATOMS TO BOTAIN A BUILDING PERMIT AND COMPLETE .UCH WORK A9 REQUIRE. BY MECHANICAL LATEST EDITION WILDING CODE O4 AO2 2nJ FLOOR 6 ROOF PLAN - 1I RESE �O� TMIANCE WITH THE LATEST BUILDING CODE APPLICABLE. WE E RIGHT TO ORDER MINOR CHANGES TO THE WORK NOT DRAWINGS AND THESE DRAWINGS. WHERE THE CONTRACTOR ELECTS NOT TO VERIFY DI DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK OR NOTIFY IF D15CREPANLY.9TRUCTURAL ENGINEERING NOTES SUPERSEDE. BEE I STRUCTURAL PLANS. SHUTTER PROTECTION OR DE APPROVED HURRICANE WINDOWS AND DOORS. AND THE SPECIFICATIONS. 3. PLUMGING CONTRACTOR SHALL VERIFY CENTER LINE DIMENSIONS OF ALL e7U L(i y INVOLVING ADJUSTMENT OF TIE CONTRACT SUM OR THE EXTENSION OF THE CONTRACT TIME, NOT INCONSISTENT WITH THE OWNERS PROGRAM OR THE THE OWNER AND THIS OFFICE OF ANY D9CREPANCIE6. THE GENERAL CONTRACTOR WILL -..ME ANY AND ALL LIADILITIFS FOR ANY AND ALL 2 CONCRETE PUNISH SHALL BE LEVELED ANDOR PITCHED PROPERLY. FINISH OF ALL EMERIOR SURFACE CONCRETE SHALL DE BROOM FINISH. 2. EVERY DATNRBOM DOOR LOCK SHALL pE IN COMPLIANCE WITH NFIA 101 -21- 24A. AND CLOSET DOOR LATCH IEK NFPA 101 -2T -2.43. FORURE9 THAT HAVE DEEN SPECIFIED p OWNER OR THIS OFFICE. AND O6 AO4 FRONT d REAR ELEVATION INTENT OF THE CONSTRUCTIONS DRAWINGS. THE CONSTRUCTION OF THIS PROJECT AND ALL WORK PERFORMED UNDER CORRECTIONS. REPLACEMENTS, THE AND LABOR TO MAKE-WORK IN ACCORDANCE TO CONTRACT DOCUMENTS. D. NO WORK SHALL DE PERFORMED QUT51DE THE PROJECT LIMITS WITFIOUT S. NTRAC TOR SHALL RENEW IN COMPLETENE56 ALL PRODUCT APPROVALS AND SHOP DRAWINGS OF ERRORS AND ApORE83 THEM. THEN .HALL SUDMIT TO THIS OFFICE AND STRUCTURAL ENGINEER (IF APPLICABLE) FRIOR 3. NO BOUDLE rlVl. BIDED LOCKS ON ENTRANCE DOORS. WINDOW AND DOOR BULKS ARE CONSIDERED AS FILLERS ANp THE WINDOW AND /OR DOOR SHALL BE SECURED TO THE STRUCNRE THROUGH THE CLACKS SHALL DE RESPONSIBLE FOR CODE CLEARANCES OF THE SAME MAINTAIN MINIMUM PLUMBING BUILDING CODE CLEARANCES BETWEEN TOILET FIXTURES AND ADJACENT WALL. LADINETRY AND/OR PLUMBING FIXR)RE. d TA � G M UJ A.03 LEFT 6 RIGHT ELEVATION TH19 CONTRACT. SHALL CDMFLY WITI THE MOST RECENT TED OP THE WO DING COOS. CITY LABOR LAWS. NG TTEN APPROVAL FROM THE DUILDING DEPARTMENT.OWNEIR iO.TART OF CON.TRUCTON FOR THEIR RENEW AND COORDINATION. IF IN ACLOR)JANCE WITH THE MANUFACTURERS FRODUCT APPROVAL. AND 4 PLUMDING CONTRACTOR SHALL LOOROINATE ALL VERTICAL STACKS TO BE RR CITY ORDINANCES, CCY/COUNTYZOH CODES. RULES AND REGULATIONS, AND ANY AIPLKABLE CODES (WHICH NbR THIS OFFICE WHERE APPLICABLE. THE GENERAL CONTRACTOR SHALL. SUCH SHOP DRAWINGS ARE NOT SUGMITTED AS MENTIONED. THE RUG THE COORDINATION AND ANY CORRECTION& WHICH SPECIFICATIONS. 6. GLA69 IN BOORS AND/OR ADJACENT TO DOORS .HALL WE TEMPER AVERTED TO THE REAR OF ROOF RIDGE. SUCH VERTICAL STACKS SHALL DE PAINTED TO MATCH ROOFING COLOR. POI 3D FRONT RENDERING O9 MAY NOT BE SPECIFICALLY ADDRESSED ON THESE PLANS AND NOTES THE THE OF PERMIT WpMIS6ION TO THE JURISDKTON OF WHICH 11 IB PRIOR TO SUDMIT BIB. FAMILIARIZE HIMSELF AND HIS BUD. CONTRACTORS WITH ALL E%ISTINO CONDITIONS AT THE SITE RELATIVE TO MAY OCCUR ARE THE RESPONSIBLITY OF THE CONTRACTOR. THIS OFFICE AND THE STRUCTURAL ENGINEER ACCEPT NO RE5PON510N TY . CONTRACTOR SHALL PROVIDE FOR PERMIT ALL CODE REWIRED PRODUCT S APPROVALS FOR ALL RXrEKIOK WINDOWS AND DOORS. 5. FRONDE SHUT -OFF VALVES AT ALL BATHROOMS AS REWIRED DY LATEST WILDING CODE APPROPRIATED SECTION. 1O 1.02 3D REAR RENDERINGS DRESINro CONSTRUCT ED IN. THE GENERAL CONTRACTOR (G.0 J SHALL DE BLEFD ALL UIREDFERMITD TO CARRY QUTTHE 5LOPE OF WORK RELATING TO THS PROJECT MATERIAL5 HANDLING. MLIVEIRY. FOR.TRUCTIIRAL GEAM9, COLUMNS AND FOOTNGB UNTIL RENEW OF THE APPROVED ']. FRONT BOOR AND GARAGE DOOR SHALL MEET WIND PRESSURES IMPACT TEST. WINO CYCLE TES T3. ETC. AS REWIRED BY GOVERNING BUILDING CODE. PROVIDE AIR CHAMBERS AT ALL FIXTURE BRANCHES. IRONDE FIRE CAM IERSATSUIPLYA NORETURN9WHICHIA95THR000HRATED P- C9 11 PO3 VICINITY WORK DESCRIBED T THE CONSTRUCTION DOCUMENTS. IN TRUC THE GENERAL CONTRACTOR AS MENTIONED HEREIN' DEFINED AS THE ENTITY gTO1RAGE AND WORKING SPACE AVAILABLE. SAFETY PRECAUTIONS REQUIRED. AND ALL OTHER CONDITIONS NECESSARY TO THE DIRAVA.- ANp THE ENGINEERING SIGNED AND SEALED BY A STATE REGISTERED ENGINEER. HAD BEEN COMPLETED PRIOR TO THE START ALL EXTERIOR COOKIE A DOOR INTO GARAGE SHALL HAVE WEATHER ASSEMBLIES IF ANY. 7. WATER CONSUMPTION IN ILUMDINp FIXTURES SHALL COMPLY WITH TABLES 'Z Z d TO WHICH HAS THE LONTICACTUAL AGREEMENT WITH THE OWNER FOR THE MAKING OF AN ACCURATE AND COMPLETE PROJECT BID. NO INCREASE IN PROJECT C05T WILL DE ALLOWED FOR FAILURE TO KNOW EXISTING SITE OF LON9TRUCTION. FFINO AND METAL THRESHOLD. THE SECOND MEANS OF EGRE55 SHALL COMPLY WITH NFFA 107-22-2.23 DYEN BYTHE WILDING LODE. _ b 6 8 9ti'� t FOULL LO ARTIES TON OF THE PROJECT AND WHICFI INCLUDES ANY AND ALL TIER PARTIES CONTRACTUALLY OBLIGATED TO THE GENERAL CONTRACTOR pNDITON9. `SUNSHINE pSLOCK WALLS AND PARTITIONS PROVIDE TOP, AND SHALL HAVE A CLEAR MINIMUM OPENING OF NOT LESS THAN 5.7.Q.FY MIN. 2P W 124' H). THE BUTTON OF THE WINDOW OPENING SHALL NOT 6. ALL SHOWERS AND TUD/SHOWER COMBINATIONS SHALL BE PROTECTED WITH ANT -SCALD CONTRBL VALVE. 0. (/� y, Q �W L, b {5✓. TO COMPLETE THIS PROJECT. N FLORIDA CALL STATE ONE CALL• PRIOR TO DIG AT 011 OR 432-47/0 OR SUDMIT A REQUEST ONLINE AT ACOUSTICAL CAULKING BOTTOM AND SIDES OF ALL INTERIOR 1 STUD /GYPSUM BOARD WALLS. ( DE MORE THAN 44.OFF THE FLOOR.IF WINDOW SILL AT UPPER FLBORS IB LE59 B PROVIDE IROTECT 0 IN FRONT OF ALL EQUIPMENT (HVAC• WATER HEATER. b b S WHEN OWNER S MENTIONED, SHALL DE HIM AND /OR HIS AGENT. (DOD) THEN WAIT FOR THE MARK% (2 DU51NES5 DAYS) 2. PROVIDE 3D'FE X DRYWALL AT ALL WALL AND CEILING ASSEMBLIES IF THAN 36' ABOVE ADJACENT FLOOR' PROVIDE SAFE WARD AT 42' ABOVE FLOOR AS IN DWLDING WASHER, DRYER ETC.) LOCATED IN GARAGE AT FLOOR LEVEL PER MECHANICAL CODE. O Q GENERAL REQUIREMENTS AND FROTECT TH E MARKS WRING CONSTRUCTION. ACQUIRE ALL NECESSARY PRODUCT APPROVALS USED AND NO OTHER THICK IS SPECIFIED. 9. PROM WATER RESISTANT GYPSUM BOARD ON ALL WET WALL SPECIFIED CODE (IN FLORIDA) SECTION16T -A 0. O.C. IS RE6PON51BLE FOR THE PROPER INSTALLATIONS AND WEATHER t0. AK UNITS MAY HAVE CONCRETE PADS OR OTHER APPROVED MATERIAL P' f0 {•,� BEFORE COMMENCEMENT OF ANY WORK SITE. THE GENERAL • ON THIS PROJECT A9 WELL A. ANY ApDITONAL COUNTY ANp M CH. PROOFING. G.L. SHALL AVAIL HIMSELF OF THE INSTALLATION GUIDELINES. EXTENDING ABOVE AOJOINMJG GRADE. OR SHALL DE SUSPENDED AT MIN. OF f W O CONTRACTOR SHALL DE FAMILIAR WITH ALL THE CONDITIONS OF THIS ALL THE LOCAL UR LOCAL JURISDICTION REWIRING ADDITIONAL DATA, CALCULATIONS SIGNED DE DE 4. PR E ALL NECESSARY P.T. WOOD CLOCKING AT ALL REQUIRED LOCATIONS MANUFACTURER 3PECIFKAT10N5 AND ALL APPLICABLE LODES. B' ABOVE ADJOINING GRADE. F H FROJELT. THE CONTRACTOR SHALL CAREFULLY 5NW AND COMPARE THE VARIOUS DRAWING. AND OTHER CONTRACT DOCUMENTS RELATIVE TO THE AND SEALED BY A STATE REGISTERED STRUCTURAL ENGINEER TO FOR ERECTION OF EQUIPMENT. SYSTEMS AND ACCESSORIES. IN CONTACT IMTN CONCRETE SURFACES. FINISHES ELECTRICAL SUBS DRAWING INDEX 2 h PORTION OF THE WORK, AS WELL A5 ANY INFORMATION FURNISHED DYTHE DINNER OR THIS OFFICE. THE GENERAL CONTRACTOR SHALL TAKE FIELD MEASUREMENTS CERTIFY APPLICATION OF SAID PRODUCT IN ACCORDANCE TO THE LODE HAVING JURISDICTION. . A55EMDLE ALL REWIRED GUARANTEES, WARRANTIES, AND S. VERIFY OPENINGS FOR mPE9 AND DUCTS WITH ARCHITECTURAL• MEI AND STRUCTURAL FLANS. 1 FLOOR AND DA5E IN DATNRBOMS SHALL DE OF IMPERVIOUS MATERIALS, 2. ALL STEEL COLUMNS' PLATES AND STEEL ANGLES SHALL BE FACTORY ELECTRICAL CONTRACTOR SHALL VERIFY ALL LOCATION5/S Ym° OF THEIR OUTLETS. SUPPLIES AND CHASE AND.NALL DE RESPONSIBLE FOR - 17 C-1 CIVIL PLAN W ' OF AVIV EXISTING CONDITIONS RELATE. TO THAT PORTION WORK AND SHALL OBSERVE ANY CONDITION AT THE THAT MAINTENANCE CONTRACTS EXECUTED BY EACH OF THE RESPECTVE 6 ALL HOLLOW METAL COOK FRAMES ON BLOCK WALLS ARE TO BE GROUT FIRMED OR GALVANIZED; ALL SXP09ED STEEL SMALL DE PAINTED OR LBORDINATON OF THE SAME. 2. ALL ASED ON COPIER. RPTHE ALL THESE ACTS ARE FOR THE PURPOSE OF FACILITATING CONSTRUCTION MANUFACTURERS. SUPPLIERS AND —CONTRACTORS. ALL TH15 FILLET. �o VANI PRIOR TO COVER— UP. 3. VIDE B. ALL pATHROOM9, GARAGE. UTILITY ROOM. KITCHEN COUNTER AND EXTERIOR C-2 CIVIL PLAN DETAILS BY THE CONTRACTOR AND ARE NOT FOR THE PURPOSE OF D15COVERING ERROR.' OMI55ION5, AND / OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS: HOWEVER ANY ERRORS. OM55ION5 AND / OR INFORMATION SHALL DE SUBMITTED TO THIS OFFICE OWNER AND ALL PERTINENT PARTIES. • PREPARE AND MAINTAIN THROUGHOUT THE LENGTH OF TIME IN 7. DIMENSIO NS TO METAL gTW PARTITIONS ARE TO THE PINISHED SURFACE =AL) AN INTERIOR MMEN510N5 TO CONCRETE OR MASONRY WALLS, FINPJHED FURRING OURFACE OTRHEE O IT W' FROM ROUGH SURFACE). UNLESS RWI.E NOTED. E FAINT OF DES T QUALITY PROFESSIONAL LINE 3 - COAT SYSTEM (PRIMER AND 2 FINISH COATS) THROUGH OUT PROJECT. EXTERIOR WALL AND TRIM PRONDE-I -YEAR PAINT MANUFACTURER SYSTEM FOR ALL EXTERIOR LOCATIONS SUDMIT PROPOSED SYSTEM BY A FAINT AF -ICATOR WITH W W.P, RSCEPTACLEB SHALL HAVE G.F.I. CIRCUITS. 4. ALL SERVICE WIRING SHALL DE COPPER. 5, ALL FEEDER WRING SHALL DECOPPER. 1E) L•i LANDSCAPE PLAN W •ia �WS CT ® INCONSISTENCIES FOUND BYTHE GENERAL CONTRACTOR SHALL DE REPORTED PROMPTLY UCT CONSTRUCT AFULL AND CURRENT' ACCURATE DRAWINGS. UFON C OMPLETION OF THE PROJECT SUCH DRAWINGS WILL DE D. PROVIDE P.T. FIRE HORVDNTAL AT CEILINGS AND WALL PROVEN E%,�RIENCE WITH SIMILAR TYPE PROJECTS. SYSTEM TO B. PROVIDE W.F. DOCON NECT AT ALL A/C COMPRESSORS. SPRINKLER PUMPS. SURVEY / C V C (PRIOR TO CONSTR J oN TO THIS OFFICE. 2. STANDARDS CITED HEREIN THE CODES 5PECIFICATIONS AND OTHER PRESENTED TO THE OWNEK ANp TO THIS OFFICE (2 SETS EACH) FOR INTERSECTION5 OR W O.C. VERTICAL MAX. AND ALL OTHER PER LODE 5UBMITTEp TO THIS OFFICE FOR APPROVAL PRIOR TO DID. POOL PUMPS AND ALL EXTERIOR EQUIPMENT. WIRE AND DREAKER SIZING FOR ALL AFPLIANCES AND EQUIPMENT SHALL DE STANDARDS NOTED AND CITED IN TIHE5E DOCUMENTS AND PRODUCED BY Ti OFFICE. ARE HEREIN INCORPORATED AS IF FULLY SET FORTH IN DOCUMENT. THESE NOTES FRONDS SUPPLEMENTAL INFORMATION NECESSARY FOR THE APPLICATION OF THESE LODES, 9IECIFKATION9 AND OTHER STANDARDS DY THE GENERAL CONTRACTOR AND EMPHA512E PERMANENT RECORD AND INFORMATION. 10. CONTRACTOR SHALL NOTIFY OWNER 72 HOURS PRIOR TO T COMFLETION OF INTERIOR FRAMING 50 TO ALLOW FOR OWNER TO RENEW FRAMING PRIOR TO THE START OF THE ELECTRICAL AND MECHANICAL. CONTRACTOR SHALL HAVE ELECTRICAL AND MECHANICAL 5UDCONTRACTORS LOCATIONS, B. IRO". SCREENED VENTS AT FLOOR LEVEL IN GARAGE 60• PER CAR MIN. WOOD AND PLASTIC TRUSS MANUFACTURER SHALL SUDMIT SHOP DRAWINGS. WHICH SHALL SEALANT SEAL ALL EXTERIOR JOINTS OF FROJECT (BOOKS. WINDOWS, TRIM AND 51DING) WITH AFPROPRIATED PANTAME SILICONE SEALANT (DOW 756 BY DOW CORNING OR SIMILAR). PROVIDE MANUFACTURERS JOD SPECIFIC 20- YEAR WRITTEN WARRANTY. PREP AND FRIME ALL BUKFACEB A9 RECOMMENDED DY SEALANT MANUFACTURER. AS MANUFACTURERS NAME RATE REWIREMENT9 AND 19 RESPONSIBILITY OF THE SLAG- CONTRACTOR TO VERIFY SUCH INFORMATION PRIOR TO INSTALLATION OF ELECTRICAL ROUGH. IF SUCH REQUIREMENTS DIFFER FROM THE PROPOSED ELECTRICAL SLHEWLE. THE CONTRACTOR SHALL NOTIFY _ !OB D 8� � . DU D EMNNG ECIIION 911.8 M 21.pin C RTAIN REQUIREMENT5 OF THESE LODES. SMCIFKATION. AND STANDARDS. THESE NOTE9SHALL NOT DE CONSTRUED BY ANYONE TO DE TO INSTALL BO%ES ONLY (NO HIRING OR DUCTS) FOR OWNER RENEW. CONTRACTOR SHALL NOTIFY OWNER 24 HOURS IN ADVANCE. INCLUDE TRUSS PROFILES FRAMING PLAN AND CERTIFICATION BY A STATE REGISTERED ENGINEER TO THIS OFFICE AND OWNER. TRUSS MANUFACTURER 5. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS. DALLONIE9 AND PORCHES. SHALL HAVE INTERMEDIATE RAILS OR 'A THIS OFFICE AND/OR ENGINEER OF THE DISCREPANCY PRIOR TO ELECTRICAL ROUGH. D. ALL LIGHTNGABOVE TUD ANO9HOWER SHALL pE WATERPROOF ANp VAPOR WE 10/1/2009 _ _ _ _ ALL - INCLUSIVE OF, OR TO REPLACE OR ALIENATE, IN WHOLE OR PART. ANY OF N D CITED HEREIN. GENERAL CODE.. BPECILL 517E WORK CONTRACTOR SHALL CONFIRM 9DIL SEARING CAPACITY FRIOR TO SHALL NOT START FADRIOATON UNTIL RENEW OF SUCH SHOP DRAWINGS BY G.C.. THIS OFGKE AND OWNER 15155UED. TRUES MANUFKTJRER IS RESPONSIBLE FOR SUPPLYING THE TRU55 ENGINEERING INDICATING ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF 4LOR MORE IN DIAMETER, . DRYWALL TO BE MIN. LEVEL 4. GL. SHALL GET WRITTEN PERM159ION BY PROVIDE G.F.I.C. IF WITH IN 6• RADIUS OF TOF OF TUB. CLOSET LIGHTS SHALL COMPLY WITH N.E.C. ARTICLE 410-0. DIUM B E.B. - C. P. CON BE KNOWLEDGEABLE AND IL CONTRALTOR.HALL DE NAND OTHER OF, AND SHALL AVAIL HIMSELF TO THESE CODES SPECIFICATIONS ANDOTHER .TANDARp5 AND APPLY THEM COMMENLINGW'ORKANDSHAROVIDE ITREPO RT TOOWNERANDTHI5 GRAVITY LOADS AND UF-UFT LOADS AND ENGINEERED TRUSS HARDWARE OWNER IF LESS. SITE PLAN GENERAL NOTES COVER SHEET xpiq TO THE WORK. 3. THE GENERAL CONTRACTOR SHALL COORDINATE WORK REQUIRED BY THESE DOCUMENTS WITH ALL TRADES INCLUDING AND NOT LIMITED TO STRUCTURAL. MECHANICAL. PLUMBING, ELECTRICAL, CIVIL. LANDSCAPE AND OTHER DISCIPLINES GENERAL CONTRACTOR SMALL CONSTRUCT AND DE RESPONSIBLE FOR THE WILDING HEREIN- THE CONTRACT DOCUMENTS (DESIGNED BY THIS .11 ICED IN ACCORDANCE O ALL GOVERNING CODES REGULATIONS, CITIES, MUNKIPALITES ANp BUILDING OFFICIALS HAVING JURISDICTION ON PRI SITE THE CONTRACTOR SHALL COORDINATE WORK WITH EACH APPROPRIATE OFFICE. CONTRACTOR SHALL PROVIDE COMPACTION FOR WALKWAYS, FLATWORK. DRIVEWAYS, ETC. A5 REQUIRED. AL L'OFFICE F INFORMATION . THE DRAW WG9 HAS BEEN ODSHALL BY TN5 OFFICE FROM THE OWNER. SUCH INFORMATION SMALL OE CONSIDERED AS SHOWN .LOWLY, AND MATERIAL DE FIELD VERIFIED BY ALL CONTRACTORS TO SIZE. LOCATION, MATERIAL AND CURRENT CONDITION 3. ALL AREAS ADJACENT TO WORK. NHKH HAVE DEEN ALTERED AND/OR DAMAGEO,.HALL DE REIAIREO TO MATCH EXISTING AND /OK FINISH OF NEW WORK ALL DEMOLITION AND REMOVAL OF EXISTING THE ANCHORAGE REQUIREMENTS FOR TIC IN A URE H CONNECTIONS. THE TRU55 LAYOUT SHOWN 19 SCHEMATIC MATIO IN NATURE HOWEVER. THE 9UTORTIO BU T THE FRAMING HAD BEEN DESIGNED UNDER THE A58UMTON T THE FRAMING SCHEME SHOWN WILL COMPLY WITH THE FINAL FRAMING SCHEME( LAYOUT. 3. THE FRAMING SCHEME (DIRECTION OF FTER TRUSEES. MAJOR G.T. SEARING PDIH i5, ETC) CAN pE MODIFIED ONLY AFTER OGTMNINp fERMI66ION FROM THE ENGINEER OF RECORD WINO MUST RENEW PROPOSE. CHANGES AND AUTHORIZE STRUCTURAL RENSIONN ACCORDINGLY. ALL WOOD IN CONTACT WITH MASONRYT R CONCRETE SHALL N PRESSURE TREATED WITH A PRESERVATIVE TREATMENT NOT HAVING C.C.A. ALL FINISHED HEIGHTS (TOF O R WHICH HE I A- CEILING.. ON T ARE IN REFERENCE TO THE FINISH FLOOR WHICH CL %L NOMINAL ON OF THE ( ) O SAN N�RRCONCRETE FLOOR, WITHIN A/L ENCLOSURES, ALL CM WALLS HAVE NOR FURRING 1 -THICK (NOMINAL). FURNISHING - CONTRACTOR SHALL IRONDE SHOP DRAWINGS AND /OR SAMPLES FOR OWNERS RENEW FOR ALL OR ANYLAURE . E . THAT TRIM, DOORS. WINDOWS MATERIALS. IK WiND FEATURES, ETC. THAT ARE SHOWN ON CASE. WITH ALL INTERIOR WINDOWS, DOORS AND OPENINGS SHALL DE CASED WITH WOOD TRIM. THE ARCHITECTURAL SITE ULAN, IF PROVIDED IN THESE DOCUMENTS 5 FOR GENERAL LOCATION OF THE BUILDING, roOL. DRIVEWAYS. SITE FEATURES, ETC. ONLY. THE G.C. SHALL BE RESPONSIBLE FOR VERIFYING WILDING LOT IT, LOT COVERAGE. EASEMENT LOCATIONS, SETDACICS AND SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANYLONFUCTS OCCUR THIS OFFICE SNALL DE NOTFIEp IN WRITING PRIOR TO PERMITTING AND CONSTRUCTION. 2. VERIFY CONNECTIONA.BOATION OF UNDERGROUND TELEPHONE. ELECTRICAL, CAME G nUTIEI RVKE ENTRANCE WITH LOCAL AGENCY. THE LOCATION OF NG UTILITIES AND STRUCTURES SHOWN ON THE CONSTRUCTION S.0 earn, FL HADOW DENOTES NOT INCLUDED IN THIS SUBMITTAL b bb bbb V Y TRADE DI SCIPLINE TO ENT FOI NO CONFLICT A DIVISION IO ANY REQUIRED OR SPECIFIED COMPONENT FOR A COMPLETE AND FUNCTIONAL PROJECT. IN ACC RDANCE WITH A PLANING MATERIALS' ETC., SHALL NI DONE IN ACCORDANCE WITH ALL LOCAL. AND NATIONA GOVERNING AU NORITES. COFFER (CNROMATED COPPER ARSENATE). N L ALTERNATE TREATMENT APPROVED DY THE EIA (ENVIRONMENTAL PROTECTION AGENCY) POR THIS 2 GLASS OR MIRRORS IMMEDIATELY SURROUNDING A OATH TUB H SHOWER SHALL DE SAFETY GLAZING THAT ARE LESS THAN SO' ABOVE THE FLOOR OF DOCUMENTS ARE APPROX. ONLY, THE G.C. 15 RESPONSIBLE FOR VERIFYING THE EX79TENCE AND ACTUAL LOCATION OF ?HEM. DID SETS AND CONSTRUCTION DOGS SHALL SE PROVIDED BY THE 5. THEO.C.T RESPIFIED. TOASSURETHATALLMATERIALSSHALL DE NEW, PURPOSE HE UO OR SHOWER. 3. AK AND OKIBOLEWIPMENT TODEINSTALLEDWITHMIN .CLEARANCEFROM CONTRACTOR OR OWNER, NOT THE ARCHITECT. THE CONTRACTOR IS OF AY ' SPECIFIED,.SLIVERYON THE AND AMPLE WANTTYTO _EVENT DELAY %WORK AND SHALL INSTALL ALL MATERIALS ACCORDING TO MANUFACTIIRERS RECOMMENDED.IECIFKATION9. B. ALL WOOD AND LUMDERSHALL BE FIRE RETARDANTTREATED AS PER REQUIREMENT. OF ALL APPLICABLE CODES. 3. CONTRACTOR SHALL CBOEDINATE ALL KITCHEN APPLIANCES, OATH FIXTURES, ACCESSORIES. WITH OWNER AND /OR-15 OFFICE. G.C. SNALL PROVIDE IIROFER SACKING FOR WALL CADINETS. EACH OTHER AND FROM WILDING EDGE AS WELL AS MAINTAINING MIN. CLEARANCE FROM IROPERTYSET BACKS. ALL AS PRESCRIBED DY APPLICABLE LODES. RESPONSIBLE FOR OBTAINING AND DISTRIBUTING CURRENT DRAWINGS TO ALL 5UBCONTRACTOR6 AND MEN DOR5. FI 1 Qwp '�F DTI 4N ?LA tI ST 314 I LOCATION MAP N.T.S. Q) *=TOP & BOTTOM EI_EVS. 100' R/W OM WOOD POSTS IN PETA114ING WALL C A N A L FD.X —CUT 1.4' C014C. SEAWALL CAPPED 0.90spunl / ( D. r -- N 76e51'40" W W000 25.0' 0. 0 `1Z' PORTION OF CHAIN LINK 6 LOT 61 FENCE TYPICAL ------------- TREE SYMBOLS Q = PONYTAIL PALM 0 = HIBISCUS TREE 0 = CABBAGE PALM ` = BANYAN TREE ( = ARECA PALM = COCOFJUT = ROBOLLENI POINT# TREE DESCRIPTION 8 10" CABBAGE PALM 9 12" CABBAGE PALM 10 36" BANYAN TREE 11 CABBAGE PALM 12 BANYAN TREE 13 AP.ECA PLAM 17 8" PONYTAIL PALM 18 6" HIBISCUS 19 6" HIBISCUS 20 6" HIBISCUS 21 12" COCONUT TREE 22 6" ROBOLLENI 23 6" ROBOLLENI 24 6" ROBOLLENI SURVEY NOTES: 1.) Lands shown hereon were not abstracted by this office for easements and /or rights —of —way of record. 2.) Area of subject parcel = 14,000 square feet (0.3214 acres). 3.) Elevations shown hereon are based on N.G.V.D. 1929. a) Originating benchmark = Palm Beach County benchmark "Clubhouse ", elevation = 12.86'. b.) a! = existing elevation (typical). 4.) No underground improvements located. 5.) All bearings and distances shown hereon ore plat and measured unless otherwise noted. 6.) This firms "Certificate of Authorization" number is "LB 68.38 ". 1.20`9" T 7� 0 � N` - 15 O g Ht %9 9.6 6r1 O'�2 T G o a Tr i 1 ran t � al N SITE BENCHMARK #2 FD. "P.K. "NAIL & P.O. B. (LESS— OUT) V DISC, #6838 N.E.CORNER OF IN X —CUT LOT 61 CHAIN LINK FE14CE ELEV.= 5.11 TYPICAL 0.0' 140.00' _ -` - YZp - \9- ---' cli / -- -- P 0 0 L 2ST 9.24` �� S• O� 15� 1 SO �AF. C�iT � _V 1 F.F. r+ F anQ��g 9 Tt 1 1 � �o�Q• 11 1 .: G J� 1 9 43 P, 1 0 lA / V ? P2Q V. 1 O 1 1 `IhGPQ- �.�OQ- �•- 4 n` J 1 1 is I 1 1 0 1 RAVER �v E I 1 ppt`� r° FD.5 /8 "I.R. eL 1 ry & CAP ("O.S.0" R=46T0C) 1' 67 / 14 4_53.28,34 a of�o• FD. N. &W. ® P.I. (B.R.) 50' R/W N 76'51'49" W 208.08' EM ERAL RD OW 11 i 9. 1 ! " FD. 1/2"I.R.&CAP #6838 SITE BENCHMARK #1 RAILROAD SPIKE B RADIUS POINT OF OF CUL —DE —SAC ELEV. =6.70 I REVISIONS I DR - BEARING HEiERE10E ELEV. - ELEVATION TLG.VD.- NADQUL EEODEAC %ERTICAL DATUM P.I. P T 6 IN tERS:CIION CALL - CALCULATED ET -FIHSN r 00t ORB- OFTICAL RECORD BOLX R- RADIOS C.WS - CCIICRETE BLW STRUCTUP.E Fb.- FOlR10 ft- CENT R` I.P.-NON PIPE P.B. _PUT BaaN P.a - PoNT 6 CURVATUE R/W- RICNT OF WAY SSkW -SHP SPINE AND WASHER EY - CQIFRETE YDIReENT IR.h C. -N011 ROD a AP P.CC_ - FONT Q CORfARN CURVATURE 5/T- CENTRAL AH( COMC - CONCRETE aE - OftAMAGE EASLYENT LAFIELE0I.LSAR:.', 1 BR3E L- LENGTH PA.B.- PANT 6 eE(WNNGL PAC. - POPIT OF CW NCEAIEHI - GUAM LI„A FENCE 0? . -A' E -C- AM& YSMEASURED PA.C-NT OE WOW FENCE EASE - EASEMENT NRTT -UAL AND DN TAD IIAW -UAL d WASHER P.RY - PERMANENT REFERENCE YONUYENT l - CQJC. FLAIWOPIr • , 50.00' Off' pp G Ib�`? qQ p FD.1 /2 "I.R. &CAP M #6838 J �O SOT 60 APPROVED SET NOV 13 2009 -: OVM OF 1GULF STREpAII,FL CertRied To : Robert H. Dudley and Christine M. Shim - Dudley Property Address : 945 Emerald Row, Gulfstream. FL Flood Zone : A5 (El 7)(FIRM 125109 0001D 9- 30-82) Descdptlon: Lot 61, PLACE AU SOLEIL, according to the Plat thereof recorded in Plat Book 27, Page 69, of the Public Records of Palm Beach, Florida, LESS a portion thereof, described as follows: That part of Lot 61, as shown on the Plat of "PLACE AU SOLEIL" recorded in Plat Book 27, on Page 69, Palm Beach County Public Records, being described as follows: Begin at the Northeast corner of said Lot 61; thence run West along the North line of said Lot 61 a distance of 50 feet; thence Southerly at right angles to the preceding course a distance of 58.33 feel, more or less, to a point in the line between Lots 60 and 61 of said PLACE AU SOLEIL; thence Northeasterly along said line a distance of 76.83 feet, more or less, to the point of beginning. •RECEIVED• OCT - 2 2009 Town of Gulf Stream= FL This survey in i—lid without embossed Zrveyor's seal and /- an authenticated eCFrcnic signature and authenticated alectronic seal. d"Lond Sur I-. norido Cerlifcote No.l MICHAEL. J. MILLER /4034 1" = 20' MILLER LAND SURVEYING REFERENCES BB 17 -69 NG 1121 LAKE AVE. D.M.E. Joe No. Y080511 LAKE WORTH, FLORIDA 33460 M.M. 561-586-2669 09/08/2008 mill ersurveying.com M -2910 a N FLOOR AREA CALCULATION & FAR TOWN OF GULF STREAM SITE DATA TABLE AREA 14,000.005 Ft Code Aatud Cade OT AREA 14,000.00 5 Ft FC�AL-CULNTIOM5 EXISTING DEMO NEW NET MNG 2,626.14 5 Ft 2,626.14 5 Ft 1,959.21 5 Ft 1,959.21 5 Ft R 15' (d-u Il ) ENTERTNMENT OUTDOOR (a) 347.78 ogft vm or- 347.78 aq ft IVNG 1,496.40 5 Ft 1,496.40 5 Ft 1,640.22 5 Ft 1,640.22 5 Ft let FLOOR COVERED (porches, .,- erhaags > 2.5'} 489.09 5gFt 489.09 SgFt 369.28 SgFt 369.28 SgFt nd FLOOR COVERED at 1 134.67 5 Ft 134.67 5 Ft AWNINGS > 3'& SCREEN ENCLOSURES (050% ) �I Yfg/ \ � � y 4�`t t �� FOR NEW SFtK r (srnmmvEO EErnC 230.72 SgFt 230.72 5gFt .ARAGE 383.00 5 Ft 383.00 5 Ft 516.005 Ft 516.00 5 Ft RDO5 FLOOR AREA 4,994.66 5 Ft 4,994.66 5 Ft 4,850.72 5q 4,850.72 5 Ft OUT SLIUINGS N MAX 13UILPING AREA 1,77458 aq ft 62.4% 75% TOTAL FLOOR AREA PROPOSED r TOTAL BUILDING AREA (A) 4,850.72 SgFt FIRST 20.000. 033 4,620.005 Ft COVERED AREA5 (b) let FLOOR 15.87 eg ft OVEK20,000.0-20 TOTAL ALLOWABLE FAR PER MANUAL 4,620.00 SgFt TOTAL HAROSLAPE .AREA 4,191.00 5 Ft UMIRED LANDSCAPE AREA lat elra><4o% 5,600.00 5gFt ACTUAL LANDSCAPE AREA 6,964.515 Ft 4 OPEN SPACE AREA 49.75% FLOOR AREA CALCULATION & FAR ROOF PROJECTIONS Actual Code Aatud Cade 1140" LIVING AREA IjW 21 eqf u W • I I g GARAGE 516.62 eqR NOV 1 9 ENTERTNMENT OUTDOOR (a) 347.78 ogft vm or- 347.78 aq ft ENTRIES (.) 2150 eq ft 21.50 eq ft l MAX BUILDING AREA 2,845.11 sq ft 100% 100% at LIVING AREA 1.64022 q ft �I Yfg/ \ � � y 4�`t t �� FOR NEW SFtK r (srnmmvEO EErnC S COVERED TERRACE (.) 113.17 aq ft /,i 113.17 aq ft 4 COVERED BALCONY (a) 2150 eq ft 2150 aq ft N MAX 13UILPING AREA 1,77458 aq ft 62.4% 75% r TOTAL BUILDING AREA (A) 4,620.00 agft Mr COVERED AREA5 (b) let FLOOR 15.87 eg ft OV CERED AREAS (b) 2nd FLOOR 214.78 sift COVERED TERRACE (b) 23o.72 aq ft TOTAL BUILDING AREA (5) 4,850.72 eq ft (A) muMw rate my =pmeYZWa FAR *(a) - 2(b) 603.85egft 600.00agR (6) o-V. FAR (b) • 300 agft 230.72 egft 25197 oq ft LOT SIZE 14,000.00 sq ft MAX FAR LOT SIZE z -" 14.020.00 q ftj 4,620.00 eq ft } r a 1 THIS SITE - i TRD W m J, u LOCATION NOT TO SCALE LOT 62 1' p `11 ) 50, R11v 1:15 OE. EMERgLD Row O O C!I (J7 O / C[1 L3T C 100 W 1.4 CpN„ EG GeaT �/ q N �1 Nab SEAWAY` C4ppEG 65� 40 W 140 a�s C 3 O J� GJ NEW CUSTOM SINGLE HOME CURRENT UeE OE PROPEarr. SINGLE FAMILY RE5I DENCE nN¢ ..., R5 Em RE.:IDENTI IL VERIFY ELEVATIONS LISTED ON THESE PLANS WITH THOSE FROM SURVEYOR AND CIVIL ENGINEERS' PLANS- REFER TO ELECTRICAL DRAWINGS FOR NEXTERIOR LIGHT LOCATIONS. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR LANDSCAPE, GRADING, PAVING• DRAINAGE INFORMATION AND DRAINFIELD CONECTIONS. 1140" u W • I I 50;� 1PR NOV 1 9 vm or- till l f t i , at �I Yfg/ \ � � y 4�`t t �� FOR NEW SFtK r (srnmmvEO EErnC y� IS 4' /�y� j 44 it Nrznciee. races rEewr BEMIRE. /SEE [NL vureNrs Tae Erxr ID✓nTaN /,i nna vAN:uEw4, • y4 _ _ �� aia sf vrNNSEinB r Mob Mr a�s C 3 O J� GJ NEW CUSTOM SINGLE HOME CURRENT UeE OE PROPEarr. SINGLE FAMILY RE5I DENCE nN¢ ..., R5 Em RE.:IDENTI IL VERIFY ELEVATIONS LISTED ON THESE PLANS WITH THOSE FROM SURVEYOR AND CIVIL ENGINEERS' PLANS- REFER TO ELECTRICAL DRAWINGS FOR NEXTERIOR LIGHT LOCATIONS. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR LANDSCAPE, GRADING, PAVING• DRAINAGE INFORMATION AND DRAINFIELD CONECTIONS. LOT 60 �MISEP}7_TnNc 3 EE RERKEa 15EF >,., u¢ aR,urNas faR ixnrou �++n tav Ee�iE� ��a ^sEZEz �-9ITEPLAN U SCALE:111 =101 e 5 A oRECEIVED• OCT :! 2 Town of Gulf Stream. FIC 1. GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH CHAPTER 33 OF THE FLORIDA BUILDING CODE. ALL EXCAVATED MATERIAL RESULTING FROM GRADING SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR EXCEPT SOIL TO BE STOCKPILED FOR P-ED15TRI13UTION ON SITE AS DIRECTED. 2. LIMIT SITE GRADING TO THE BUILDING PAD AND SURROUNDING BUILDING ENVELOPE. ALL AC PAVING AND CONCRETE SHALL SLOPE AWAY FROM THE BUILDING TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AT A MIN. SLOPE OF 1/8" PER FOOT FOR CONCRETE AND AC AND 1/4" PER FOOT FOR NATURAL SOILS FOR MINIMUM OF S'O ". ADDRESS 945 EMERALD ROW, TOWN OF GULFSTREAM, FLORIDA 33483 LEGAL DESCRIPTION LOT 61, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LE55 A PORTION THEREOF, DE5CRIBED AS FOLLOWS: THAT PART OF LOT 61, AS SHOWN ON THE PLAT OF "PLACE AU 5OLEIL" RECORDED IN PLAT BOOK 27, ON PAGE 69, PALM BEACH COUNTY PUBLIC RECORDS, BEING DESCRIBED AS FOLLOWS: BEGIN THE NORTHESAT CORNER OF SAID LOT 61 ADISTANCE OF 50 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE PRECEDING COURSE A DISTANCE OF 58.33 FEET, MORE LESS, TO A POINT IN THE LINE BETWEEN LOTS 60 AND 61 OF SAID "PLACE AU 50LEIL THENCE NORTHEASTERLY ALONG SAID LINE A DISTANCE OF 76.83 FEET, MORE LESS, TO THE POINT OF BEGINNING. FLOOD ZONE INFORMATION FLOOD ZONE: "A5" (EI '� (FIRM 125109 00010 9- 30 -82) 10000500�1 ISSUE M 00 M c f) W cv) U W 0 WO ?O �_ Ali �2 2 W � W U W J Lo a W z LL z 0 m o a l aaaaa # #iiiii R N N mm i �waw urir } z 6 1 W s W v W IA W CC Zm=W °o M W N joss 811.DUD DRAWS 811.BIM 21.p1n U1 9242009 D'AMP E.B.-C.P. SITE PLAN SP.01 1140" u W • I I 50;� 1PR NOV 1 9 vm or- l f t i , YI�L[IC �I Yfg/ \ � � y 4�`t t �� FOR NEW SFtK r (srnmmvEO EErnC y� IS 4' /�y� j 44 it Nrznciee. races rEewr BEMIRE. /SEE [NL vureNrs Tae Erxr ID✓nTaN /,i nna vAN:uEw4, • y4 _ _ �� aia sf vrNNSEinB LOT 60 �MISEP}7_TnNc 3 EE RERKEa 15EF >,., u¢ aR,urNas faR ixnrou �++n tav Ee�iE� ��a ^sEZEz �-9ITEPLAN U SCALE:111 =101 e 5 A oRECEIVED• OCT :! 2 Town of Gulf Stream. FIC 1. GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH CHAPTER 33 OF THE FLORIDA BUILDING CODE. ALL EXCAVATED MATERIAL RESULTING FROM GRADING SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR EXCEPT SOIL TO BE STOCKPILED FOR P-ED15TRI13UTION ON SITE AS DIRECTED. 2. LIMIT SITE GRADING TO THE BUILDING PAD AND SURROUNDING BUILDING ENVELOPE. ALL AC PAVING AND CONCRETE SHALL SLOPE AWAY FROM THE BUILDING TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AT A MIN. SLOPE OF 1/8" PER FOOT FOR CONCRETE AND AC AND 1/4" PER FOOT FOR NATURAL SOILS FOR MINIMUM OF S'O ". ADDRESS 945 EMERALD ROW, TOWN OF GULFSTREAM, FLORIDA 33483 LEGAL DESCRIPTION LOT 61, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LE55 A PORTION THEREOF, DE5CRIBED AS FOLLOWS: THAT PART OF LOT 61, AS SHOWN ON THE PLAT OF "PLACE AU 5OLEIL" RECORDED IN PLAT BOOK 27, ON PAGE 69, PALM BEACH COUNTY PUBLIC RECORDS, BEING DESCRIBED AS FOLLOWS: BEGIN THE NORTHESAT CORNER OF SAID LOT 61 ADISTANCE OF 50 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE PRECEDING COURSE A DISTANCE OF 58.33 FEET, MORE LESS, TO A POINT IN THE LINE BETWEEN LOTS 60 AND 61 OF SAID "PLACE AU 50LEIL THENCE NORTHEASTERLY ALONG SAID LINE A DISTANCE OF 76.83 FEET, MORE LESS, TO THE POINT OF BEGINNING. FLOOD ZONE INFORMATION FLOOD ZONE: "A5" (EI '� (FIRM 125109 00010 9- 30 -82) 10000500�1 ISSUE M 00 M c f) W cv) U W 0 WO ?O �_ Ali �2 2 W � W U W J Lo a W z LL z 0 m o a l aaaaa # #iiiii R N N mm i �waw urir } z 6 1 W s W v W IA W CC Zm=W °o M W N joss 811.DUD DRAWS 811.BIM 21.p1n U1 9242009 D'AMP E.B.-C.P. SITE PLAN SP.01 c PLAN NOTES 1. ALL BUILDING ELEMENTS USED IN THIS CONSTRUCTION SHALL COMPLY TO TABLE 601 OF FBC. Z CLASS 11 SAFETY GLAZING SHALL BE PROVIDED AT THESE LOCATIONS PER FBC R3O&.4/2411: a. WHIRLPOOLS, BATHTU 65, 5HOLVER5. SAUNAS, AND STEAM BATH DOORS. ENCLOSURES OR GLAZING WHICH OCCUR5 AT A SURROUNDING WALL THAT 15 LESS THAN 60" ABOVE THE STANDING SURFACE. 1,. AREAS THAT EXCEED 9 SF, THE BOTT. EDGE OF GLAZING 15 LESS THAN 18' AFF, TOP EDGE OF GLAZING IS GREATER THAN 36' AFF, OR THE WALKING SURFACE 15 WITHIN 36" HORIZ OF GLAZJNG. c. A Pr 'OTECTIVE BAR MAY BE INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING IN LIEU OF THE SAFETY GLAZING. THE BAR MUST WITHSTAND A MIN. OF 50 PLF HORIZ W/O TOUCHING THE GLASS. 1 1/2" 15 THE MIN. THICKNE55 OF THE BAR AND MUST BE INSTALLED 34" - 38" AFF. ,L GLAZING IN WALLS /FENCES SURROUNDING A POOL., SPA. OR HOT TUB WHERE BOTH THE BOTT. EDGE OF GLAZING IS LE55 THAN 60" ABV THE WALKING SURFACE AND LE55 THAN 60" HORIZ FROM THE WATER'S ADGE. e. AT SLIDING DOORS f. AT SWINGING DOORS EXCEPTJALOUSIE STYLE II. MIRRORS AND CLASS THAT HAS CONTINUOUS BACKING SUPPORT IS NOT DEEMED A HAZARDOU5 LOCATION. 3. ALL FLOORING. BASEDOARDS AND BOTT. PLATES IN WET AREAS SHALL BE OF IMPERVIOUS MATERIALS. 4. CEMENT BOARD SHALL BE USED AT ALL WET AREAS - NO GREENBOARD. S. CORK OR OTHER SOUND BARRIER SHALL BE USED UNDER ALL FLOORING MATERIALS, EXCEPT CARPETING, AT 2ND AND 3RD FLOORS. 6. IMPACT RESISTANCE DEVICES HAVING A VALID NOA SHALL BE INSTALLED AT OPENINGS TO PROVIDE PROTECTION AGAINST STORMS. 7. CORNERS OF 15UILPIN05 OF MASONRY CONSTRUCTION SHALL BE CHECKED FOR TIE DOWNS. IF TIE DOWNS ARE NOT FOUND IN CORNERS. TESTING SHALL BE PERFORMED TO LOCATE TIE DOWNS IN ALL WALLS. PROPER INSTALLATION OF TIE DOWNS SHALL BE DONE AT 20 FOOT INTERVALS AND AT EACH CORNER EXCEPT THAT INTERIOR TIE DOWNS MAY BE PROVIDED IN EACH SIDE NOT LESS THAN 2 FEET ON EACH SIDE OF EACH CORNER. 7.1 TIE DOWN REFERS TO THE ANCHORAGE FROM THE FOUNDATION TO THE TIE BEAM AND SHALL PROVIDE THE EQUIVALENT STRENGTH OF A VERTICAL 05 REINFORCING BAR PROPERLY ATTACHED TO THE FOUNDATION AND TIE BEAM ENCASED IN CONCRETE OR MORTAR AND LAPPED A MINIMUM OF 30 INCHES OR OTHERWISE SPLICED IN A MANNER WHICH WILL DEVELOP THE FULL STRENGTH OF THE BAR. 7.2 ALTERNATE METHODS OF PROVIDING ANCHORAGE OF EQUIVALENT STRENGTH TO THAT DESCRIBED IN 2.1 MAY BE USED WHERE DESIGN CALCULATIONS WHICH ADMIT RATIONAL ANALYSIS ARE SUBMITTED BY A REGISTERED ENGINEER PROFICIENT IN STRUCTURAL DESIGN. B. ROOF ANCHORAGE SHALL BE CHECKED AT ALL WALLS WHERE THE ADDITIONS CONNECTS TO THE ORIGINAL BUILDING. IF MAJOR DEFICIENCIES ARE FOUND AND THE ANCHORAGE DOES NOT COMPLY WITH THE MINIMUM REQUIREMENTS OF THE CODE, THE ROOF ANCHORAGE SHALL BE CHECKED FOR ALL THE EXISTING ROOF. MINIMUM ANCHORAGE SHALL BE PROVIDED TO EACH MEMBER BEARING ON THE EXTERIOR WALLS. 9. PERMANENT ROOF BRACING SHALL BE PROVIDED AT ALL GABLE ENDS. 10. G.F.C.I. OUTLETS SHALL BE INSTALLED WHERE REQUIRED BY THE CODE. 11. SMOKE DETECTORS SHALL BE INSTALLED WHERE REQUIRED BY THE CODE. k' ID L /1 ,f / r fe;Y' 7-10' / BEDROOM I i i I I ! KITCHEN / DINING i I I I � I I I - I � iA ® 8 I 1 1 \ I C �1 GROUND FLOOR I• SCALE -1 /411 = 11_011 i 1111111111 •••■ i ■ ■■ goal N, I ■ :1111. 1 I I T I I a I I I I 0 N C C I - ® DSFSN"tiNE[(PTL10E24't!pE+Db'Dffl MNDEA[SrN� - .-- ® WC AE RNNGT- 1l'fjltth�4£FJFY xCDF1 Wl LaMEt X[iD °�'•' -- "W- !ta,E'I x!t !N i' lEILNC-. ® EMGIESMe['SI AL c4?w uE!esMKIEe6YNDGEL wD➢nffJ15'FL'wgNx93t ISSUE BY DATE N ND LDNRYTDt PPDYCE511WeKVtWEEYANCN'ExTIlG. 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'iii it iii r �l F f 11 11 m • ,III ILNE= iil.:l1 = _ � � ___.�� ■■r ��_= 11:.,11 = � -,�_ 'I -_ _ REAR ELEVATION (NORTH -WEST) 5CALE:1 /4" = 1' -0" _ FP..Z -VW +123 2N FIDOR +tt3 GARAGE T" STORAGE TAD.Y FF. a1ri' F�xtrr) .v GROUlID FLDOR GARAGE SLAD T _2P ROOF FF. aw , 2N FL tt-W 5TUDYT.0A FF. +114' FRONT ELEVATION (SOUTH -EAST) SCALE:1 /4" c 1' -0- D = r g ®m® _ %1N. n, FL Rg cA m�md z CL t� W 0 6 V W v f„ O z H W CQ Q m = z e_ W m Q y e° W Iss � i mt 811.DUD WAM 811.B*A 21.pin WA 9/24(1009 ClAwrl E.B. -C.R FRONT A REAR ELEVATION Ch 00 co W CY) U Lu o WOio o= °LL U Qw �U) wp� �- 2 U) LU W C_) LL J 0 LLI O Z O LL 0 Z O _ %1N. n, FL Rg cA m�md z CL t� W 0 6 V W v f„ O z H W CQ Q m = z e_ W m Q y e° W Iss � i mt 811.DUD WAM 811.B*A 21.pin WA 9/24(1009 ClAwrl E.B. -C.R FRONT A REAR ELEVATION 3 N z z z I FF. �¢3 2N FU%R TERP.ACE FF. TERRAQ TDD. nr FF. GROUND FU%R l LEFT ELEVATION (NOF 5CALE:1 14' = 1' -O" Town ROOF ISSUE M 00 Ch W CY' U Lu Cl) WO io o= �LL J W �O w� WUwLL LO J O Lu Z O 0 z O : "EIVE . -22009 Gu�,Str am w M � FF. Z ¢ -� a taaaal ♦tt3' � W GARAfiE TDD. � Q V W - F Z H mRwG e raD. w H i m e w Inc nE[ 811.DUD FY F. 'O 1�v En: 811.BIM21.On DM GROUND FLOOR 924/2009 WAkWb E.B.-C.P. LEF u RIGHT ELEvAnoi "AO a 2 0 a ;i 1� Z z u, m E1 V� .,17 945 Emerald Kow Proposed Frontal View APPROWn SET NOV y,1 3 2009 A V.•,7 GULF STREAM, FL ORECEIVED• OCT -220 Torn of Gulf Stream, Fl, ISSUE BY DATE M Do M W CY) Uw o WO 3o ❑_ ofLL U5 2 0 J W0 �w �cn w� �p :EU) W U w LL J rnJ D ❑ W z O ❑ Z O =a CS C � m N M � t+l ib W M � n � r m S H d0 O O tN.i A b Y v 2 a W 0 Q U H C Z CO3 W H W CC z LU W u new 811.DUD OPA%GEDM 811.BIM21.pin DATE 9/242009 EPX%N BY E.B. -C.P. 3D FRONT RENDERING P. t S hr I Y 2 845 Emeral Row Proposed View From Water 2 z w m r 9 VS APPROVED SET NOV 1 11 2009 FOW1114 0i GULF STREAM, FL •RECEI`JED• OCT 2 20 Town of Gulf Stre -9m, Fl 3 845 Emeral Row Proposed Aerial View ISSUE 8V DATE M 00 M W M CU w o WO ? o D= ofLL J LLIO �� - wC) wLL J J� tD �w �z o 0 z O m� sae® y; h C . tu O s � di � c N ea my� Z Q 1� 6L y W Q W 67 2 y W W CQ 2 o Gi W r Q maiD 811.DUD DBANN6EDM 811.13IM 21.pin DATE 9/242009 omv E.B. -C.P. JD REAR RENDERINGS L 02 915 Emerald Row n Emerald Row 5treet 5cape (East view) y E 925 Emerald Row .. Emerald Row 5treet 5cape (Weet view) 935 Emerald Row r 945 Emerald Row n 900 Emerald Row 0 940 Emerald Row n 930 Emerald Row 0 920 Emerald Row 955 Emerald Row App;kQVED SET Noy j 3 2009 iu� GULF s7RE��• PLAN LOCATION RELATION5HIP OF THE ACTUAL BUILDING TO 5URROUNDING 5TRUCTURE5 (PER5PECTIVE) RELATION51-1IP OF THE PROP05ED BUILDING TO 5URROUNDING 5TRUCTURE5 MUTH ELEVATION) TO V1 i J, ,F cl A 5 \`'* C 700' R/W q N q - 6.2 7 *�� SEE ISTE PLAN AND LANDSCAPE PLAN \ FOR HARDSCAPE DESIGN (TYP). 1. 9,0 5' MATCH EXIST. I C/L ELEV @ PRO LINE, Al g }- ,9.00 ' ' 9.30 •' ,. NEW SFR 945 EMERALD ROW O F. F. EL E. 9.8311 ° 91 19 9.33 A B.0 EW SEWER 2 LINES (BY PLUMBER) r 8 95 i 1 7 NEW PAVE DRIVEWAY -6" DEEP SWALE (SEE ELEVATIONS ON PLAN) SLOPE VARIES (SEE PLAN) NEW PAVER BRICK SURFACE (BY ARCHITECT OR OWNER) 1- 1/2" to 2" SAND BASE 12" STABILIZED SUBGRADE, MIN LBR 40 OR 4" COMPACTED LIMEROCK BASE (98 % -T -180) SECTION A -A i N T S 5.0' P/L 5.0' DRAIN 5.0' NEW SETBACK FIELD SETBACK BLDG LIMITS WALL rrELEV EXIST. I LINE ® PROP. � LINE g �u41r 2: T M= LEGEND \- INSTALL NEW 1,200 GAL SEPTIC o 8.50 - 9.10• 9.50 O t (_ / 4" PVC PIPES (TYP) '�� 9 5 / DO J TANK (SEE DETAIL SHEET, 81 / 9• MASTER SEPTIC CONTRACTOR / SHALL OBTAIN PALM BEACH U, 1 9 00 / SEE SITE PLAN AND aj \ "`, .. LANDSCAPE PLAN "I i �- DISTRIBUTION BOX,64" MIN• PVCCPIPES PER INSTALL 1-INLET, \FOR HARDSCAPE D €SIGNt.(TYP): - -- i S 8.00 O �O B.50� 9 6• S� / HEALTH DEPT REQUIREMENTS. g }- ,9.00 ' ' 9.30 •' ,. NEW SFR 945 EMERALD ROW O F. F. EL E. 9.8311 ° 91 19 9.33 A B.0 EW SEWER 2 LINES (BY PLUMBER) r 8 95 i 1 7 NEW PAVE DRIVEWAY -6" DEEP SWALE (SEE ELEVATIONS ON PLAN) SLOPE VARIES (SEE PLAN) NEW PAVER BRICK SURFACE (BY ARCHITECT OR OWNER) 1- 1/2" to 2" SAND BASE 12" STABILIZED SUBGRADE, MIN LBR 40 OR 4" COMPACTED LIMEROCK BASE (98 % -T -180) SECTION A -A i N T S 5.0' P/L 5.0' DRAIN 5.0' NEW SETBACK FIELD SETBACK BLDG LIMITS WALL rrELEV EXIST. I LINE ® PROP. � LINE g �u41r 2: T M= ` 6.90 6.80 �/ SEPTIC CONTRACTOR SHALL OBTAIN ,\ HEALTH DEPT PERMIT / CONSTRUCTION REQUIREMENTS.) SWALE PAVER DRIVEWAY -` -/ APPRON & ADJACENT GRASS PER TOWN'S C -AJ PERMIT REQUIREMENTS (BY CONTRACTOR) SAWCUT EXIST. PAVEMENT & MATCH EXIST ELEV. CONNECT NEW WATER I SF1 g'1b LINE TO METER E PER TOWNXREQUIREMENTS MERqLD PLUMBER) DRAINFIELD BY +x`90 ROW � DRAINFIELD DETAIL 50' SCALE 1":10' R/W EQEv.! 6.7o 0 NEW GRASS /LANDSCAPE (SEE ARCHITECT'S PLAN) SECTION B -B N T S EXIST. ASPHALT R ROADWAY 10' PAVER BRICK QRV I -(TO REMAIN) SWALED DRIVEWAY SAWCUT (PERMIT REOD) I E.O. & MATCH ELEV. I SEE SLOPED SLOPED PLAN SEE PLAN NEW PAVER BRICK SURFACE (SEE ARCHITECT'S PLAN) 1- 1/2" to 2" SAND BASE 12" STABILIZED SUBGRADE, MIN LBR 40 OR 4" COMPACTED LIMEROCK BASE (98 % -T -180) SECTION C -C APMOM SET NOV t '008 d Wtva:` v� ulfstreom blvd J miio Anr O F LOCATION MAP N.T.S *RECEIVED& OCT - 2 2 Town of Gulf Stream, Fl 2 FULL BUSINESS DAYS BEFORE DIGGNG CAU TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA. INC NOTIFlCAim CENTER FOR CITY OF FT. LAUDEROALE UTILITIES 000 CALL 1- 954 -828 -8 ALL EXISTING UTILITIES SHONTI ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. ENGINEER DISCLAIMER NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE NEW LAYOUT FROM THE ARCHITECT'S PLAN. THIS PLAN SHALL BE USED FOR GRADING & DRAINAGE WORK ONLY. LEGEND \- INSTALL NEW 1,200 GAL SEPTIC o 8.50 - 9.10• 9.50 O t (_ / 4" PVC PIPES (TYP) '�� 9 5 / DO J TANK (SEE DETAIL SHEET, 81 / 9• MASTER SEPTIC CONTRACTOR / SHALL OBTAIN PALM BEACH U, 1 9 00 / ..�- HEALTH DEPT. PERMIT) aj \ "`, 9.00 8.50 EXISTING MANHOLE `i �- DISTRIBUTION BOX,64" MIN• PVCCPIPES PER INSTALL 1-INLET, 11 i S 8.00 O �O B.50� 9 6• S� / HEALTH DEPT REQUIREMENTS. EXISTING CATCH BASIN 8.30 PROPOSED DRAINAGE 0- / /�j5 DENOTES LIMITS OF UNOBSTRUCTED DRAINFIELD AREA. (SEE DRAINFIELD DETAIL SHOWN ON THIS SHEET) 5 N I 7.50 CURVE NUMBER SYMBOL / ��9�? REQUIRED AREA= 625 SF; PROVIDED AREA = 1,095 SF� ,6 cal 6.7 6.70 DPROPOSED CONCRETE 7.10 "I 6.55 / DRAINFIELD SURFACE ELEV SHALL BE COVERED WITH GRASS (MASTER / ` 6.90 6.80 �/ SEPTIC CONTRACTOR SHALL OBTAIN ,\ HEALTH DEPT PERMIT / CONSTRUCTION REQUIREMENTS.) SWALE PAVER DRIVEWAY -` -/ APPRON & ADJACENT GRASS PER TOWN'S C -AJ PERMIT REQUIREMENTS (BY CONTRACTOR) SAWCUT EXIST. PAVEMENT & MATCH EXIST ELEV. CONNECT NEW WATER I SF1 g'1b LINE TO METER E PER TOWNXREQUIREMENTS MERqLD PLUMBER) DRAINFIELD BY +x`90 ROW � DRAINFIELD DETAIL 50' SCALE 1":10' R/W EQEv.! 6.7o 0 NEW GRASS /LANDSCAPE (SEE ARCHITECT'S PLAN) SECTION B -B N T S EXIST. ASPHALT R ROADWAY 10' PAVER BRICK QRV I -(TO REMAIN) SWALED DRIVEWAY SAWCUT (PERMIT REOD) I E.O. & MATCH ELEV. I SEE SLOPED SLOPED PLAN SEE PLAN NEW PAVER BRICK SURFACE (SEE ARCHITECT'S PLAN) 1- 1/2" to 2" SAND BASE 12" STABILIZED SUBGRADE, MIN LBR 40 OR 4" COMPACTED LIMEROCK BASE (98 % -T -180) SECTION C -C APMOM SET NOV t '008 d Wtva:` v� ulfstreom blvd J miio Anr O F LOCATION MAP N.T.S *RECEIVED& OCT - 2 2 Town of Gulf Stream, Fl 2 FULL BUSINESS DAYS BEFORE DIGGNG CAU TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA. INC NOTIFlCAim CENTER FOR CITY OF FT. LAUDEROALE UTILITIES 000 CALL 1- 954 -828 -8 ALL EXISTING UTILITIES SHONTI ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. ENGINEER DISCLAIMER NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE NEW LAYOUT FROM THE ARCHITECT'S PLAN. THIS PLAN SHALL BE USED FOR GRADING & DRAINAGE WORK ONLY. W th ZUDr" Z c' M W O " J0�Q WJ W Of � LL J �D W (D >W 'to z �0 0 I� N } N Q o � A pN z� �o H G W PE DATE 4113109 DRAWN ED CHECKED ED SCALE 1�Ta SHEET: C -1 811 LEGEND — -i>4- — EXISTING WATER MAIN p4 EXISTING VALVE —►�— PROPOSED WATER MAIN N PROPOSED VALVE — EXISTING SEWER MAIN C EXISTING MANHOLE --- �"� - -- PROPOSED SEWER MAIN 11 PROPOSED MANHOLE - — - EXISTING DRAINAGE }I�', EXISTING CATCH BASIN PROPOSED DRAINAGE RR PROPOSED CATCH BASIN PROPOSED PAVER r{Cf> CURVE NUMBER SYMBOL BRICK PAVEMENT � God EXISTING ELEVATIONS DPROPOSED CONCRETE 1 SIDEWALK 0.00 PROPOSED ELEVATIONS H EXISTING TEE DIRECTION OF RUNOFF PROPOSED TEE W th ZUDr" Z c' M W O " J0�Q WJ W Of � LL J �D W (D >W 'to z �0 0 I� N } N Q o � A pN z� �o H G W PE DATE 4113109 DRAWN ED CHECKED ED SCALE 1�Ta SHEET: C -1 811 A GE41. WINE GAL 1200 PLAN 84" L 20 -24' DIA "HOLE FRAME D 65 -1/2" I PROP. (GRAS PROP. W91H 90181 O. IIFAW 0111Y ILiF PROOLOLI NO. HEAVY REINF. 4X4 10/10 CONC. OR APPROVED EQUAL 2) ALL COA57RLCTlOA; MATERL4L5 AND 1lLSP£ C770A155IlALL CCMV'P1Y iY,7H CURREh757AA'DAR75 AND OFUVlAGAREA. PRCW7DfDORAIAWIfLOARfA � 631.BOsf 2 SPfI?KAT7CN5 OFWLOCAL CITY, LOCAL COUNIYfAG /NEER/N6'.M/NLMUM5TANDARV5, PLOR/DA l 3) WASTEWATER PEON'= 5006-W D DEPARTACNT OF 794 VSP27RTA770N, AND 7YF0fPAR7MEN7OPfAWRC%WA'TAL PROWC70N --A5 /T 15 APPL/LABLf b 7H£PROIECT. — 4) R52#&D TAAK5/2F= 1,200CAL. $ 2' YIN. 5) LOTPLAT7ED PRIOR TO 1972 W M 54ND 5071. PtR FAC.SEC 64E6:00509k!, ThEM11W44L'Hf U U17U'1B MAETHfR 5MOH1V ON THE FLAA45 OR NOT. ALL FLAN LOCATTO15 AREAPPA'O"AL17EAND 1 YN. NLET SHALL RfLD VER/F7E0. CAMRACPR LS TO COA4AC75UNSH/h'ESTATEONE CALL Of fLOR/G4 AT ATER LEVEL 1-600-432-4770 AAV ALL OTHER PAR - 6) ALL ELEVA779A5 AREeA-5M ON NA770AAL GECJ£ 1C VER7ICAC DA -W OF 1929. 4 z' uN. 7) PROV /DED UM7557RLCfD AREA = 1,5 DAxFS M /N. CRA /Nf1_F1DS7LF - /.5(625s7- 93750sf. TH.f A ml� fROP10I UNOS5TRUC/R7ARFA AS 590,31V ON flAAC - 1.0957[7,.`. TH15 PROJECTCOMPL115 NTH O OC-fRA7/OKFi FOR LTARlF,CA7lONBY 7HEL7TY. 7N.5 RC'O'I.'R£hffhr 5 5) ITW iL BE T7f£R£&90NS/B^JTYOF TYE CONTRACTOR TO NO77FY THE UT1L/77f5 DfPAR,wATOF PC LNYATLFASTT.N7 (2) B145INE55O AY5/ NADVANCET0000RD /VATfANYAL71N7YT05F SECTION A —A GAL 1200 W 84" L 102" D 65 -1/2" T MIN. 3 REINF. 4X4 10/10 CONC. 6000PSI O 28 DAYS 4 mI, DA PAC PIPE INSERTS I --ECOMRt7ED OUT FLOW 1 /4'/FT. YIN. SOPS UREf A! "4A7A4&%f MD77Y - 3' B) MAl7ML1N SEPARATION IN BfTN'ffN Ml7VCHE5 - 2' - W BEND LJ MAY /MU.4f WAiCJ! DI I77 - 30' - INV. ELV. O WATER LINE - a' uN. FW BAF'sLE OIIRET D) AMNlAfUNLARTCCOVER - 6' f) A4fA9MUMD1AME7EROFPTFE5 : 4; CONFORMING TO ASTM D3034 -98 OCAPEND50°AL LATERALS. G) RfffR TO HEAL771 DV'AR7MfNTCOLEPOR ADCIrC L COA57RlAC770N RMLNRfMEN75 GENERAL SEPTIC TANK N T S NOTES. L MASTER SEPTIC CONTRACTOR SHALL PROVIDE SHOP DRA RWGSFOR THE SEPTIC TANKAND D I S TR I B U TIO N B O X FR O M MA N UFA C T UR ER , FOLLOWING EAIGINEERING DR-4 WIVGS GUIDELINES AND STATEHEALTHDEPARTMENTPER/11IT REQUIREMENTS FORA 1,100 GAL TANK& I- INLET, 6- OUTLET DISTRIBUTION BOX. 2 ALL JOINTS INSEPTIC TANK AADDISDUBLTTION BOXSHALL COAT'ORAI TO PAI LAI BEACHCOUNTY DEAL TII CODE REQUIREMENTS. NEW GRASS (SEE ARCHITECT'S PLAN) -I L/AIILL 6 "MIN. FABRIC ON COVER TOP ONLY 30" A4AX. 4" MIN DIA. ^t° PERFORATED PVC CAPPED AT ENDS. GRAVEL ROCK TRENCH DETAIL N T S AND1A5PEC7ED54T5FAC70R1LYBYREGLXATORY /NSPEC-ORPRIOR 7O57AR7INGPAISl, NT5'h3GRADE CONS7RUC7 W- IFAPPL)ABLE. 121 C•O0l7R4CT0R --tML M4 /NTAINAN APPROVED SETOFPLA.NS ATALL 144£5. 13) ALL OPEN TREVGIL3 AND HOLE5 ADJACENT TO RC7AOW'AYOR WALKWAY50t4lL BFP CM&Y 4ARXLV AND B4RR/C41 f TO A55UR£ TH£54PETY01FBOT1 VEHX7AAR AND FfDf57RWd TRAFP/C. 14) 7RENO E5 OR MIXES NEAR KALKWA/5, IN RO4DI1'AP5 OR THDR 5lfOJLDFRS SHALL MDT BELFFT OPfh DURING A1GK7T7A4f HOIJR5 N4RT0lJTADEJLIATE 15) CON7RACTOR51fALL PRONPTLYRfPAIR AN°J Rl3TORED2577NG PAl EN£M, .5'DLWALK5, CVRS5, DRIVE.Y4Y5, P7Pe5, RL51DENT'AL AND COMAC-=AL SPRINKLER L.VL5, COVENT, CABLf5, E7C: AND LAAV-9 APEARfA5 DAAfA,.ED A5 A RE5LYT OFCON5TRUCM N AC,?KIIE5 I6) LOCI P W OFAIR R1:2L45F VALVES MAYBEf72,7 AVJU57ZV BY THEEAGINEfR ORwp w C AEL�5A,R7: F a PAINING: OCT o� I) CYNJTRACTOR SHALL AD.n- -0 6940FAL LV5TEVGVTILITYCA57/NGS /ACLUD/AG VALVE BOYE5'N . WWhOLL3, HAND HOLE5, PULL BOXES, INLETS AhD 5/M1LAR577PUCRJRLx 1N C OA15L Nn o f u I f S C��7 AA \� BE OVERLAYS) WITHA5PHALT (IF APP1/CAB[E) . Ar !' ��J `1 �� SET AIA A�LFND L� 7,-,?44t lhT � ° MY RIAL I,V !' ¢ f !1 AASHTO-T-IBO. NOVNOV1 K �u 3) CON7RICTOR5H4U RE5TOREL- XL5UNGPAVtI�f�AA' DPAVFAtWTU49VAG5 .5IC.NAGETOORlGA4L d PRE--• OA5TRUC7RNJCVAV177 0NORA5077 LRW15ESPECIP7EDBYC /TYORINCi7WMC7- DCCVMEN+'5 A5APPUC48LE THI51YDR/E5l14LBECDA-- ERLD/NOLTE.7AL. %mew, Or FL 4) SLOGRAOE 41AYMVM LB9 40) SHALL BECOMPAC7ED TO ,�95 MAYIMI.M DFA5/TYA5 GW5)UMEROOCd45ESl/AILMfE7PLORLDA D or-5 C7P,CA770A5, MCrAON9! I, ANDIA45TALWD PER 5EC70N 207 (IFAP"JCABL4: 07T7fRN'ISE C7YSPS]IW..A7L7A5 APPLY. DEI5HY7FST5 5lUY.L BE TAKENATfVEKY50005FFOR F,401 UFFKVH COPlF5 TO 77fEfVG/AEaW FOR APPROVAL. U,lfERCCK BASf5HALL Lie PRIMED PER PEOF5ECTR7A 300, AND SHALL HAVEA COMPACTED THACKNE -55 A5 5PEC7F/E7 ON THF)'LW, BUT IN AO C45F L.F55 THAN 6 LNCHE5. 6) Em my 7RLFt7C5K,N5 SHALL BERE5ET UPON CLMe17t7Xa11- PER moT5TAJDARD5. L:Y25TSHALL BE C045IOMW NJOL WAL.(:ONTRACTOR SHALL REPAIR OR RE'U10E CAWCM 7RAfP1C51 10OP5 PER LOCAL COUVTY 7R4197CFAAC.NTM)Vk' 5PE0PK'ATIOAS. LIFAPPLKA5 -11 . POLLUTION PIPEVENTION PLAN * CONTROL ME45URE5 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE LI1IL1RES CALL 1- 954 -928 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE h SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. N PR1CR TO AVD DURING C OALSTRLK77CM; THEL'OV794C70R SHALL 1MPLENENTAND MAINTAIN LR0510N AND 5.FD.'MfMrCM-ROL MEASURES C•O,NPLttNG W7771 CITY, STATEAAD PREP RFGLP.APCN9. B) COIJSTMX7RD1JAC77V171t3 5bi0N A5 UNLUE51Af5TALLAT70N, GRADING, CON57RUCT/ONO °CONCRETE MR55, &#LNNGPAO AND FOUNDA77CN PIACEMEA(r AND PkEPARA77OV OFLA.VDSC,4)NGAND SODDING LYIL 0,4f1'OTY5 CAV7ROL NEASU,R£5 AS P0110WSAN0 AS RELMNR[D BYIh'SPetTOR: I. EXCAYATAON O"WA7ER N( ANA5fMfMFACJLMf5 5HOLND OCCLR ffA4W'A7,EYAI C7EARMG AND GRUB&'AG 705fRVEA5 A 5ED/MfNT TRAP OR C4 CHVlflV7IOR 57Y.1E4[ N'A72W RUNOFFPRO,N Lk?125M.901L5. 2 CYM57RLA.TICW OF PERIN47tX LiERAf ORSITE GRAah6' 7O PREVEVT OFF -577E DI- LCHARGf OF5TORAf WATER RVAVFF 3. PLAC5IOF5/LTPfACu AND OR NAYB4/E.5. PROPERLYAACHORM. TO COVTAIN£ROS/D.A' IV AREAS PRONE TO 57ORMWA7ER RUA01- fRC:5WE Vf1OCTT 5. 4. P'fRMAA'FNT5TALilLlZARM W7L LTEPROV7DfV TO POR7A7A5 CF 771f 5WY H4IERECCA57RLCI70N AC77KRM tIAVECEA51EDBYLAY/1AG5DD. 5. IALFTPROTECnom AIL BE PROVIDED /OR EACH lA7tTOTHER BYSILT PEACCFi11L TER FAP.RICSTA4D IN PLACE OR HAYEALE5. C OURETPROTECIlON KILL BEPROV7DLP BY RJRBIDITY5LREEA5 W77HIN THERECEMNG BODY. C7 07h7RACTOR 5ItM1 AL50 Jhf, 4MEMCYIY5 COWROL M6k5(JRS POR WA5Tf AJA7FPJAO AkWARA7115 HA57B 54WTARY WASTE. PETROLEUM PRODUC-15. PE5TTODL5 AND Y.fRBACIVE55, PER7MUrR5, fWNT5 AND 07517f VEHILLf TRACKING AS DffCRIBE) BYCNYEAG1NfERNG 57ANDARD9. DI THE C27IJTR4C7OR 15 Rf5R7.iC51BLE TO 0411 BUKDING DfPAR74fEVTANDVk fNG/VLEWAAG DEPARTACNi FOR 0TY/A59EC-,AOA45 IN REALTOII TO ADDITIONAL AVOAOJRAPPL/5ABLEJA7 PRfyFNT/O.V AND CON. ; Ra MfA5UR£5. W co Z� It Z> "' M W 0 " RJ Q 11.1 J W U) � .L HJ a Wr� A.n J T1 >W 't0 J 0) z �0 0 Tm, Ft IN o � 3�a Q 's v z x W E•LKIN RZE PE 4 6382 4113109 RAWN ED CF K ED SCALE 1�1a SHFFT: C-2 2 OF 2 JOB NIJMER 8 1 1 SEPTIC SYSTEM CONSTRUCTION NOTES C CONSTRUCTION NOTES: ` GENERAL: G GENERAL: 1) i-5 THECONTRAC702S RO>t'OA(SIB/UIYTO CBTkAr AND FiOLOW 7Hf PERM /T RfW..R£,N£N75 or 0 0 175 TY,f CON7XACTOR5 RL5POh5✓57LlTY7O OBTAIN AA'D /`CUOW 7Y,'E R£OVR&,6V"0 OPAll THE PUBLIC HEALTH LTEPT. AS THEYAPnYTO M45 PROJECT. R REQ"7ORYA6EACff5 A5 -,HfYAPPLYTO THFP.20JECT. 2) MINIMLANORAINRRD5.W - 6255F ff R TALI f i,'. PALS Ee4,H COVVTYHEALTH DDV 6V73,60--V 2) ALL COA57RLCTlOA; MATERL4L5 AND 1lLSP£ C770A155IlALL CCMV'P1Y iY,7H CURREh757AA'DAR75 AND OFUVlAGAREA. PRCW7DfDORAIAWIfLOARfA � 631.BOsf 2 SPfI?KAT7CN5 OFWLOCAL CITY, LOCAL COUNIYfAG /NEER/N6'.M/NLMUM5TANDARV5, PLOR/DA 3) WASTEWATER PEON'= 5006-W D DEPARTACNT OF 794 VSP27RTA770N, AND 7YF0fPAR7MEN7OPfAWRC%WA'TAL PROWC70N --A5 /T 15 APPL/LABLf b 7H£PROIECT. 4) R52#&D TAAK5/2F= 1,200CAL. 3) 711E CON794C7DR MUSTlJSEFa'TREMP CARE 70 AVLYDOAAf4C ,ERR J,52UPf.K7N 7C AhTfA75Tih'G 5) LOTPLAT7ED PRIOR TO 1972 W M 54ND 5071. PtR FAC.SEC 64E6:00509k!, ThEM11W44L'Hf U U17U'1B MAETHfR 5MOH1V ON THE FLAA45 OR NOT. ALL FLAN LOCATTO15 AREAPPA'O"AL17EAND Z754CK TO SURFACE WATER 6M-'5 SHALL BE AO-L155 THAN 50. TH15 PRO�COMYUF5 WITH S SHALL RfLD VER/F7E0. CAMRACPR LS TO COA4AC75UNSH/h'ESTATEONE CALL Of fLOR/G4 AT 77YE RfOLAW CtJT. 1 1-600-432-4770 AAV ALL OTHER PAR - 6) ALL ELEVA779A5 AREeA-5M ON NA770AAL GECJ£ 1C VER7ICAC DA -W OF 1929. 4 4J 7HE COMRACTOR MUST /N140R.M THE CI7YAND LNG/AMER 0.F9EC097AT L6L5T4B- IlOUR5 IN 7) PROV /DED UM7557RLCfD AREA = 1,5 DAxFS M /N. CRA /Nf1_F1DS7LF - /.5(625s7- 93750sf. TH.f A ADt AACEOFCOA57RUCnCAI. iN WR177AG IFANYCOA'PUCT I5 DlSCOVE zD DURING POTHO..f fROP10I UNOS5TRUC/R7ARFA AS 590,31V ON flAAC - 1.0957[7,.`. TH15 PROJECTCOMPL115 NTH O OC-fRA7/OKFi FOR LTARlF,CA7lONBY 7HEL7TY. 7N.5 RC'O'I.'R£hffhr 5 5) ITW iL BE T7f£R£&90NS/B^JTYOF TYE CONTRACTOR TO NO77FY THE UT1L/77f5 DfPAR,wATOF PC LNYATLFASTT.N7 (2) B145INE55O AY5/ NADVANCET0000RD /VATfANYAL71N7YT05F B) THE /A'VERr0F %PL3 W97HIN THES5 IC TAIJKANOD15rPJWTOWLtI!'£S, AS WELL AS 776f L ftX`0RM0 BY T hEC7Y5 UPLITIE5 D1TARINi'M. MfNANUM RPESLOPES, StfAL CLBiN_YW7TH Cl7)S CODfI HfAC�ff1:PAR7d�NT LOLL` OLY2[7Afh75. f Ul577fECIN7R1CTCR5R[ t5l&U'TYTOEN5L' REPRO 'ERSLC /i.AND /NVER75AREPRONDED 6 6) ALL . LAT70N5 AREB45LD CW NA70NAL 6EnXW VERAC& a4TUN OF 1929. PRIOR TOSTAKT LCAC5TRlK7AONANO TOOBTA/h T71f AECT5- WYFERM.75 AA477A5PECNOA5 WANT 7HE PERMNT/hG AGENCIG5. ANYDEWA770N CR COVPL/CT5HALL &'I)VFOX44M TO THEENGM2t Z PRIOR TO - - I G MATERIAL B B) ALL I+MC WT1AN LOCAL C00NTYR/G!? # -WAY5 5HALL BE /N CON. MVANCPW7TH THE C bUMY M/MA4UM57'ANDARO" ANL3OR RECUR , A75- A5 APPLYAB4. U 1,200GAL COVCRF7£5EPI7CTANI( TWDCOWARIMENTWTHRL :E.R 5EPW7AAf9ANT£RlAL5AN0 LON57RLKTION 5TAAVAW5 AN)5TC:ONPLYWITH PALAf BEALH COUVTYFAI 64f- -6.013 9 9) CONTRACTOR SHALL' CY.1Lf.°LY WITHAL LOCAL CRY, COUNTYAND5TAIf.REC&A710N5 I- ERTAIAI GRASS PROP. G 2) 057R4Br77ON 9OY-9M [1'MIPLYWITH FACSFL 64f£014. fT5HA1L BE W4 TIER 7I HAVE ALAEOLATE57RVCTUR4L 5TICFNGTK AND W -'% OfNTSRE 70ACCOMODATIF 7'ff A"WR OF!'II / /O) CONTRACTOR SHALL PREP AREAND5LBM7TMA/ NTELUKP OF IR1Fr,C(h101) PLAAS TO M07. CITY, I-4- CLEM GMT L LOCAL CCUNIYA5 )WOMBED POR HORK TO LAP DONE W MIA, ROR)I PR/O.R TO COM 4ffAVCENLA7 3) INIEtiTOF THE IA7,-70/' D15MB1J7TOW BOYSHAL BEA TLE45T 1•ABOVE 7HEINVERTOF THE O OFWORK.--,- mnLAGAL-Y A/ OTRfOUI RBv fN75ARETTk:S OLERCSftONS /BK17L71FTHELOMRACTOK OUTLE75, ANO THE 1NVfRTO` THE O 7ZfT5 SHAU 5E LEVKfD 7O fAC7! OTHER - - 1FAPPUGgBIE. DIEMST AE A4X= I IIJALL U71LI'4L5AA 'ODRAINAGEIA15'ALLA'ION5UNDER PR0PO5fDPAVEMEM 5JlALL - OUT FLOW 1 /4'/FT. YIN. SOPS UREf A! "4A7A4&%f MD77Y - 3' B) MAl7ML1N SEPARATION IN BfTN'ffN Ml7VCHE5 - 2' - W BEND LJ MAY /MU.4f WAiCJ! DI I77 - 30' - INV. ELV. O WATER LINE - a' uN. FW BAF'sLE OIIRET D) AMNlAfUNLARTCCOVER - 6' f) A4fA9MUMD1AME7EROFPTFE5 : 4; CONFORMING TO ASTM D3034 -98 OCAPEND50°AL LATERALS. G) RfffR TO HEAL771 DV'AR7MfNTCOLEPOR ADCIrC L COA57RlAC770N RMLNRfMEN75 GENERAL SEPTIC TANK N T S NOTES. L MASTER SEPTIC CONTRACTOR SHALL PROVIDE SHOP DRA RWGSFOR THE SEPTIC TANKAND D I S TR I B U TIO N B O X FR O M MA N UFA C T UR ER , FOLLOWING EAIGINEERING DR-4 WIVGS GUIDELINES AND STATEHEALTHDEPARTMENTPER/11IT REQUIREMENTS FORA 1,100 GAL TANK& I- INLET, 6- OUTLET DISTRIBUTION BOX. 2 ALL JOINTS INSEPTIC TANK AADDISDUBLTTION BOXSHALL COAT'ORAI TO PAI LAI BEACHCOUNTY DEAL TII CODE REQUIREMENTS. NEW GRASS (SEE ARCHITECT'S PLAN) -I L/AIILL 6 "MIN. FABRIC ON COVER TOP ONLY 30" A4AX. 4" MIN DIA. ^t° PERFORATED PVC CAPPED AT ENDS. GRAVEL ROCK TRENCH DETAIL N T S AND1A5PEC7ED54T5FAC70R1LYBYREGLXATORY /NSPEC-ORPRIOR 7O57AR7INGPAISl, NT5'h3GRADE CONS7RUC7 W- IFAPPL)ABLE. 121 C•O0l7R4CT0R --tML M4 /NTAINAN APPROVED SETOFPLA.NS ATALL 144£5. 13) ALL OPEN TREVGIL3 AND HOLE5 ADJACENT TO RC7AOW'AYOR WALKWAY50t4lL BFP CM&Y 4ARXLV AND B4RR/C41 f TO A55UR£ TH£54PETY01FBOT1 VEHX7AAR AND FfDf57RWd TRAFP/C. 14) 7RENO E5 OR MIXES NEAR KALKWA/5, IN RO4DI1'AP5 OR THDR 5lfOJLDFRS SHALL MDT BELFFT OPfh DURING A1GK7T7A4f HOIJR5 N4RT0lJTADEJLIATE 15) CON7RACTOR51fALL PRONPTLYRfPAIR AN°J Rl3TORED2577NG PAl EN£M, .5'DLWALK5, CVRS5, DRIVE.Y4Y5, P7Pe5, RL51DENT'AL AND COMAC-=AL SPRINKLER L.VL5, COVENT, CABLf5, E7C: AND LAAV-9 APEARfA5 DAAfA,.ED A5 A RE5LYT OFCON5TRUCM N AC,?KIIE5 I6) LOCI P W OFAIR R1:2L45F VALVES MAYBEf72,7 AVJU57ZV BY THEEAGINEfR ORwp w C AEL�5A,R7: F a PAINING: OCT o� I) CYNJTRACTOR SHALL AD.n- -0 6940FAL LV5TEVGVTILITYCA57/NGS /ACLUD/AG VALVE BOYE5'N . WWhOLL3, HAND HOLE5, PULL BOXES, INLETS AhD 5/M1LAR577PUCRJRLx 1N C OA15L Nn o f u I f S C��7 AA \� BE OVERLAYS) WITHA5PHALT (IF APP1/CAB[E) . Ar !' ��J `1 �� SET AIA A�LFND L� 7,-,?44t lhT � ° MY RIAL I,V !' ¢ f !1 AASHTO-T-IBO. NOVNOV1 K �u 3) CON7RICTOR5H4U RE5TOREL- XL5UNGPAVtI�f�AA' DPAVFAtWTU49VAG5 .5IC.NAGETOORlGA4L d PRE--• OA5TRUC7RNJCVAV177 0NORA5077 LRW15ESPECIP7EDBYC /TYORINCi7WMC7- DCCVMEN+'5 A5APPUC48LE THI51YDR/E5l14LBECDA-- ERLD/NOLTE.7AL. %mew, Or FL 4) SLOGRAOE 41AYMVM LB9 40) SHALL BECOMPAC7ED TO ,�95 MAYIMI.M DFA5/TYA5 GW5)UMEROOCd45ESl/AILMfE7PLORLDA D or-5 C7P,CA770A5, MCrAON9! I, ANDIA45TALWD PER 5EC70N 207 (IFAP"JCABL4: 07T7fRN'ISE C7YSPS]IW..A7L7A5 APPLY. DEI5HY7FST5 5lUY.L BE TAKENATfVEKY50005FFOR F,401 UFFKVH COPlF5 TO 77fEfVG/AEaW FOR APPROVAL. U,lfERCCK BASf5HALL Lie PRIMED PER PEOF5ECTR7A 300, AND SHALL HAVEA COMPACTED THACKNE -55 A5 5PEC7F/E7 ON THF)'LW, BUT IN AO C45F L.F55 THAN 6 LNCHE5. 6) Em my 7RLFt7C5K,N5 SHALL BERE5ET UPON CLMe17t7Xa11- PER moT5TAJDARD5. L:Y25TSHALL BE C045IOMW NJOL WAL.(:ONTRACTOR SHALL REPAIR OR RE'U10E CAWCM 7RAfP1C51 10OP5 PER LOCAL COUVTY 7R4197CFAAC.NTM)Vk' 5PE0PK'ATIOAS. LIFAPPLKA5 -11 . POLLUTION PIPEVENTION PLAN * CONTROL ME45URE5 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE LI1IL1RES CALL 1- 954 -928 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE h SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. N PR1CR TO AVD DURING C OALSTRLK77CM; THEL'OV794C70R SHALL 1MPLENENTAND MAINTAIN LR0510N AND 5.FD.'MfMrCM-ROL MEASURES C•O,NPLttNG W7771 CITY, STATEAAD PREP RFGLP.APCN9. B) COIJSTMX7RD1JAC77V171t3 5bi0N A5 UNLUE51Af5TALLAT70N, GRADING, CON57RUCT/ONO °CONCRETE MR55, &#LNNGPAO AND FOUNDA77CN PIACEMEA(r AND PkEPARA77OV OFLA.VDSC,4)NGAND SODDING LYIL 0,4f1'OTY5 CAV7ROL NEASU,R£5 AS P0110WSAN0 AS RELMNR[D BYIh'SPetTOR: I. EXCAYATAON O"WA7ER N( ANA5fMfMFACJLMf5 5HOLND OCCLR ffA4W'A7,EYAI C7EARMG AND GRUB&'AG 705fRVEA5 A 5ED/MfNT TRAP OR C4 CHVlflV7IOR 57Y.1E4[ N'A72W RUNOFFPRO,N Lk?125M.901L5. 2 CYM57RLA.TICW OF PERIN47tX LiERAf ORSITE GRAah6' 7O PREVEVT OFF -577E DI- LCHARGf OF5TORAf WATER RVAVFF 3. PLAC5IOF5/LTPfACu AND OR NAYB4/E.5. PROPERLYAACHORM. TO COVTAIN£ROS/D.A' IV AREAS PRONE TO 57ORMWA7ER RUA01- fRC:5WE Vf1OCTT 5. 4. P'fRMAA'FNT5TALilLlZARM W7L LTEPROV7DfV TO POR7A7A5 CF 771f 5WY H4IERECCA57RLCI70N AC77KRM tIAVECEA51EDBYLAY/1AG5DD. 5. IALFTPROTECnom AIL BE PROVIDED /OR EACH lA7tTOTHER BYSILT PEACCFi11L TER FAP.RICSTA4D IN PLACE OR HAYEALE5. C OURETPROTECIlON KILL BEPROV7DLP BY RJRBIDITY5LREEA5 W77HIN THERECEMNG BODY. C7 07h7RACTOR 5ItM1 AL50 Jhf, 4MEMCYIY5 COWROL M6k5(JRS POR WA5Tf AJA7FPJAO AkWARA7115 HA57B 54WTARY WASTE. PETROLEUM PRODUC-15. PE5TTODL5 AND Y.fRBACIVE55, PER7MUrR5, fWNT5 AND 07517f VEHILLf TRACKING AS DffCRIBE) BYCNYEAG1NfERNG 57ANDARD9. DI THE C27IJTR4C7OR 15 Rf5R7.iC51BLE TO 0411 BUKDING DfPAR74fEVTANDVk fNG/VLEWAAG DEPARTACNi FOR 0TY/A59EC-,AOA45 IN REALTOII TO ADDITIONAL AVOAOJRAPPL/5ABLEJA7 PRfyFNT/O.V AND CON. ; Ra MfA5UR£5. W co Z� It Z> "' M W 0 " RJ Q 11.1 J W U) � .L HJ a Wr� A.n J T1 >W 't0 J 0) z �0 0 Tm, Ft IN o � 3�a Q 's v z x W E•LKIN RZE PE 4 6382 4113109 RAWN ED CF K ED SCALE 1�1a SHFFT: C-2 2 OF 2 JOB NIJMER 8 1 1 GENERAL SEPTIC TANK N T S NOTES. L MASTER SEPTIC CONTRACTOR SHALL PROVIDE SHOP DRA RWGSFOR THE SEPTIC TANKAND D I S TR I B U TIO N B O X FR O M MA N UFA C T UR ER , FOLLOWING EAIGINEERING DR-4 WIVGS GUIDELINES AND STATEHEALTHDEPARTMENTPER/11IT REQUIREMENTS FORA 1,100 GAL TANK& I- INLET, 6- OUTLET DISTRIBUTION BOX. 2 ALL JOINTS INSEPTIC TANK AADDISDUBLTTION BOXSHALL COAT'ORAI TO PAI LAI BEACHCOUNTY DEAL TII CODE REQUIREMENTS. NEW GRASS (SEE ARCHITECT'S PLAN) -I L/AIILL 6 "MIN. FABRIC ON COVER TOP ONLY 30" A4AX. 4" MIN DIA. ^t° PERFORATED PVC CAPPED AT ENDS. GRAVEL ROCK TRENCH DETAIL N T S AND1A5PEC7ED54T5FAC70R1LYBYREGLXATORY /NSPEC-ORPRIOR 7O57AR7INGPAISl, NT5'h3GRADE CONS7RUC7 W- IFAPPL)ABLE. 121 C•O0l7R4CT0R --tML M4 /NTAINAN APPROVED SETOFPLA.NS ATALL 144£5. 13) ALL OPEN TREVGIL3 AND HOLE5 ADJACENT TO RC7AOW'AYOR WALKWAY50t4lL BFP CM&Y 4ARXLV AND B4RR/C41 f TO A55UR£ TH£54PETY01FBOT1 VEHX7AAR AND FfDf57RWd TRAFP/C. 14) 7RENO E5 OR MIXES NEAR KALKWA/5, IN RO4DI1'AP5 OR THDR 5lfOJLDFRS SHALL MDT BELFFT OPfh DURING A1GK7T7A4f HOIJR5 N4RT0lJTADEJLIATE 15) CON7RACTOR51fALL PRONPTLYRfPAIR AN°J Rl3TORED2577NG PAl EN£M, .5'DLWALK5, CVRS5, DRIVE.Y4Y5, P7Pe5, RL51DENT'AL AND COMAC-=AL SPRINKLER L.VL5, COVENT, CABLf5, E7C: AND LAAV-9 APEARfA5 DAAfA,.ED A5 A RE5LYT OFCON5TRUCM N AC,?KIIE5 I6) LOCI P W OFAIR R1:2L45F VALVES MAYBEf72,7 AVJU57ZV BY THEEAGINEfR ORwp w C AEL�5A,R7: F a PAINING: OCT o� I) CYNJTRACTOR SHALL AD.n- -0 6940FAL LV5TEVGVTILITYCA57/NGS /ACLUD/AG VALVE BOYE5'N . WWhOLL3, HAND HOLE5, PULL BOXES, INLETS AhD 5/M1LAR577PUCRJRLx 1N C OA15L Nn o f u I f S C��7 AA \� BE OVERLAYS) WITHA5PHALT (IF APP1/CAB[E) . Ar !' ��J `1 �� SET AIA A�LFND L� 7,-,?44t lhT � ° MY RIAL I,V !' ¢ f !1 AASHTO-T-IBO. NOVNOV1 K �u 3) CON7RICTOR5H4U RE5TOREL- XL5UNGPAVtI�f�AA' DPAVFAtWTU49VAG5 .5IC.NAGETOORlGA4L d PRE--• OA5TRUC7RNJCVAV177 0NORA5077 LRW15ESPECIP7EDBYC /TYORINCi7WMC7- DCCVMEN+'5 A5APPUC48LE THI51YDR/E5l14LBECDA-- ERLD/NOLTE.7AL. %mew, Or FL 4) SLOGRAOE 41AYMVM LB9 40) SHALL BECOMPAC7ED TO ,�95 MAYIMI.M DFA5/TYA5 GW5)UMEROOCd45ESl/AILMfE7PLORLDA D or-5 C7P,CA770A5, MCrAON9! I, ANDIA45TALWD PER 5EC70N 207 (IFAP"JCABL4: 07T7fRN'ISE C7YSPS]IW..A7L7A5 APPLY. DEI5HY7FST5 5lUY.L BE TAKENATfVEKY50005FFOR F,401 UFFKVH COPlF5 TO 77fEfVG/AEaW FOR APPROVAL. U,lfERCCK BASf5HALL Lie PRIMED PER PEOF5ECTR7A 300, AND SHALL HAVEA COMPACTED THACKNE -55 A5 5PEC7F/E7 ON THF)'LW, BUT IN AO C45F L.F55 THAN 6 LNCHE5. 6) Em my 7RLFt7C5K,N5 SHALL BERE5ET UPON CLMe17t7Xa11- PER moT5TAJDARD5. L:Y25TSHALL BE C045IOMW NJOL WAL.(:ONTRACTOR SHALL REPAIR OR RE'U10E CAWCM 7RAfP1C51 10OP5 PER LOCAL COUVTY 7R4197CFAAC.NTM)Vk' 5PE0PK'ATIOAS. LIFAPPLKA5 -11 . POLLUTION PIPEVENTION PLAN * CONTROL ME45URE5 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE LI1IL1RES CALL 1- 954 -928 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE h SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. N PR1CR TO AVD DURING C OALSTRLK77CM; THEL'OV794C70R SHALL 1MPLENENTAND MAINTAIN LR0510N AND 5.FD.'MfMrCM-ROL MEASURES C•O,NPLttNG W7771 CITY, STATEAAD PREP RFGLP.APCN9. B) COIJSTMX7RD1JAC77V171t3 5bi0N A5 UNLUE51Af5TALLAT70N, GRADING, CON57RUCT/ONO °CONCRETE MR55, &#LNNGPAO AND FOUNDA77CN PIACEMEA(r AND PkEPARA77OV OFLA.VDSC,4)NGAND SODDING LYIL 0,4f1'OTY5 CAV7ROL NEASU,R£5 AS P0110WSAN0 AS RELMNR[D BYIh'SPetTOR: I. EXCAYATAON O"WA7ER N( ANA5fMfMFACJLMf5 5HOLND OCCLR ffA4W'A7,EYAI C7EARMG AND GRUB&'AG 705fRVEA5 A 5ED/MfNT TRAP OR C4 CHVlflV7IOR 57Y.1E4[ N'A72W RUNOFFPRO,N Lk?125M.901L5. 2 CYM57RLA.TICW OF PERIN47tX LiERAf ORSITE GRAah6' 7O PREVEVT OFF -577E DI- LCHARGf OF5TORAf WATER RVAVFF 3. PLAC5IOF5/LTPfACu AND OR NAYB4/E.5. PROPERLYAACHORM. TO COVTAIN£ROS/D.A' IV AREAS PRONE TO 57ORMWA7ER RUA01- fRC:5WE Vf1OCTT 5. 4. P'fRMAA'FNT5TALilLlZARM W7L LTEPROV7DfV TO POR7A7A5 CF 771f 5WY H4IERECCA57RLCI70N AC77KRM tIAVECEA51EDBYLAY/1AG5DD. 5. IALFTPROTECnom AIL BE PROVIDED /OR EACH lA7tTOTHER BYSILT PEACCFi11L TER FAP.RICSTA4D IN PLACE OR HAYEALE5. C OURETPROTECIlON KILL BEPROV7DLP BY RJRBIDITY5LREEA5 W77HIN THERECEMNG BODY. C7 07h7RACTOR 5ItM1 AL50 Jhf, 4MEMCYIY5 COWROL M6k5(JRS POR WA5Tf AJA7FPJAO AkWARA7115 HA57B 54WTARY WASTE. PETROLEUM PRODUC-15. PE5TTODL5 AND Y.fRBACIVE55, PER7MUrR5, fWNT5 AND 07517f VEHILLf TRACKING AS DffCRIBE) BYCNYEAG1NfERNG 57ANDARD9. DI THE C27IJTR4C7OR 15 Rf5R7.iC51BLE TO 0411 BUKDING DfPAR74fEVTANDVk fNG/VLEWAAG DEPARTACNi FOR 0TY/A59EC-,AOA45 IN REALTOII TO ADDITIONAL AVOAOJRAPPL/5ABLEJA7 PRfyFNT/O.V AND CON. ; Ra MfA5UR£5. W co Z� It Z> "' M W 0 " RJ Q 11.1 J W U) � .L HJ a Wr� A.n J T1 >W 't0 J 0) z �0 0 Tm, Ft IN o � 3�a Q 's v z x W E•LKIN RZE PE 4 6382 4113109 RAWN ED CF K ED SCALE 1�1a SHFFT: C-2 2 OF 2 JOB NIJMER 8 1 1 TRENCH DETAIL N T S AND1A5PEC7ED54T5FAC70R1LYBYREGLXATORY /NSPEC-ORPRIOR 7O57AR7INGPAISl, NT5'h3GRADE CONS7RUC7 W- IFAPPL)ABLE. 121 C•O0l7R4CT0R --tML M4 /NTAINAN APPROVED SETOFPLA.NS ATALL 144£5. 13) ALL OPEN TREVGIL3 AND HOLE5 ADJACENT TO RC7AOW'AYOR WALKWAY50t4lL BFP CM&Y 4ARXLV AND B4RR/C41 f TO A55UR£ TH£54PETY01FBOT1 VEHX7AAR AND FfDf57RWd TRAFP/C. 14) 7RENO E5 OR MIXES NEAR KALKWA/5, IN RO4DI1'AP5 OR THDR 5lfOJLDFRS SHALL MDT BELFFT OPfh DURING A1GK7T7A4f HOIJR5 N4RT0lJTADEJLIATE 15) CON7RACTOR51fALL PRONPTLYRfPAIR AN°J Rl3TORED2577NG PAl EN£M, .5'DLWALK5, CVRS5, DRIVE.Y4Y5, P7Pe5, RL51DENT'AL AND COMAC-=AL SPRINKLER L.VL5, COVENT, CABLf5, E7C: AND LAAV-9 APEARfA5 DAAfA,.ED A5 A RE5LYT OFCON5TRUCM N AC,?KIIE5 I6) LOCI P W OFAIR R1:2L45F VALVES MAYBEf72,7 AVJU57ZV BY THEEAGINEfR ORwp w C AEL�5A,R7: F a PAINING: OCT o� I) CYNJTRACTOR SHALL AD.n- -0 6940FAL LV5TEVGVTILITYCA57/NGS /ACLUD/AG VALVE BOYE5'N . WWhOLL3, HAND HOLE5, PULL BOXES, INLETS AhD 5/M1LAR577PUCRJRLx 1N C OA15L Nn o f u I f S C��7 AA \� BE OVERLAYS) WITHA5PHALT (IF APP1/CAB[E) . Ar !' ��J `1 �� SET AIA A�LFND L� 7,-,?44t lhT � ° MY RIAL I,V !' ¢ f !1 AASHTO-T-IBO. NOVNOV1 K �u 3) CON7RICTOR5H4U RE5TOREL- XL5UNGPAVtI�f�AA' DPAVFAtWTU49VAG5 .5IC.NAGETOORlGA4L d PRE--• OA5TRUC7RNJCVAV177 0NORA5077 LRW15ESPECIP7EDBYC /TYORINCi7WMC7- DCCVMEN+'5 A5APPUC48LE THI51YDR/E5l14LBECDA-- ERLD/NOLTE.7AL. %mew, Or FL 4) SLOGRAOE 41AYMVM LB9 40) SHALL BECOMPAC7ED TO ,�95 MAYIMI.M DFA5/TYA5 GW5)UMEROOCd45ESl/AILMfE7PLORLDA D or-5 C7P,CA770A5, MCrAON9! I, ANDIA45TALWD PER 5EC70N 207 (IFAP"JCABL4: 07T7fRN'ISE C7YSPS]IW..A7L7A5 APPLY. DEI5HY7FST5 5lUY.L BE TAKENATfVEKY50005FFOR F,401 UFFKVH COPlF5 TO 77fEfVG/AEaW FOR APPROVAL. U,lfERCCK BASf5HALL Lie PRIMED PER PEOF5ECTR7A 300, AND SHALL HAVEA COMPACTED THACKNE -55 A5 5PEC7F/E7 ON THF)'LW, BUT IN AO C45F L.F55 THAN 6 LNCHE5. 6) Em my 7RLFt7C5K,N5 SHALL BERE5ET UPON CLMe17t7Xa11- PER moT5TAJDARD5. L:Y25TSHALL BE C045IOMW NJOL WAL.(:ONTRACTOR SHALL REPAIR OR RE'U10E CAWCM 7RAfP1C51 10OP5 PER LOCAL COUVTY 7R4197CFAAC.NTM)Vk' 5PE0PK'ATIOAS. LIFAPPLKA5 -11 . POLLUTION PIPEVENTION PLAN * CONTROL ME45URE5 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE LI1IL1RES CALL 1- 954 -928 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE h SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. N PR1CR TO AVD DURING C OALSTRLK77CM; THEL'OV794C70R SHALL 1MPLENENTAND MAINTAIN LR0510N AND 5.FD.'MfMrCM-ROL MEASURES C•O,NPLttNG W7771 CITY, STATEAAD PREP RFGLP.APCN9. B) COIJSTMX7RD1JAC77V171t3 5bi0N A5 UNLUE51Af5TALLAT70N, GRADING, CON57RUCT/ONO °CONCRETE MR55, &#LNNGPAO AND FOUNDA77CN PIACEMEA(r AND PkEPARA77OV OFLA.VDSC,4)NGAND SODDING LYIL 0,4f1'OTY5 CAV7ROL NEASU,R£5 AS P0110WSAN0 AS RELMNR[D BYIh'SPetTOR: I. EXCAYATAON O"WA7ER N( ANA5fMfMFACJLMf5 5HOLND OCCLR ffA4W'A7,EYAI C7EARMG AND GRUB&'AG 705fRVEA5 A 5ED/MfNT TRAP OR C4 CHVlflV7IOR 57Y.1E4[ N'A72W RUNOFFPRO,N Lk?125M.901L5. 2 CYM57RLA.TICW OF PERIN47tX LiERAf ORSITE GRAah6' 7O PREVEVT OFF -577E DI- LCHARGf OF5TORAf WATER RVAVFF 3. PLAC5IOF5/LTPfACu AND OR NAYB4/E.5. PROPERLYAACHORM. TO COVTAIN£ROS/D.A' IV AREAS PRONE TO 57ORMWA7ER RUA01- fRC:5WE Vf1OCTT 5. 4. P'fRMAA'FNT5TALilLlZARM W7L LTEPROV7DfV TO POR7A7A5 CF 771f 5WY H4IERECCA57RLCI70N AC77KRM tIAVECEA51EDBYLAY/1AG5DD. 5. IALFTPROTECnom AIL BE PROVIDED /OR EACH lA7tTOTHER BYSILT PEACCFi11L TER FAP.RICSTA4D IN PLACE OR HAYEALE5. C OURETPROTECIlON KILL BEPROV7DLP BY RJRBIDITY5LREEA5 W77HIN THERECEMNG BODY. C7 07h7RACTOR 5ItM1 AL50 Jhf, 4MEMCYIY5 COWROL M6k5(JRS POR WA5Tf AJA7FPJAO AkWARA7115 HA57B 54WTARY WASTE. PETROLEUM PRODUC-15. PE5TTODL5 AND Y.fRBACIVE55, PER7MUrR5, fWNT5 AND 07517f VEHILLf TRACKING AS DffCRIBE) BYCNYEAG1NfERNG 57ANDARD9. DI THE C27IJTR4C7OR 15 Rf5R7.iC51BLE TO 0411 BUKDING DfPAR74fEVTANDVk fNG/VLEWAAG DEPARTACNi FOR 0TY/A59EC-,AOA45 IN REALTOII TO ADDITIONAL AVOAOJRAPPL/5ABLEJA7 PRfyFNT/O.V AND CON. ; Ra MfA5UR£5. W co Z� It Z> "' M W 0 " RJ Q 11.1 J W U) � .L HJ a Wr� A.n J T1 >W 't0 J 0) z �0 0 Tm, Ft IN o � 3�a Q 's v z x W E•LKIN RZE PE 4 6382 4113109 RAWN ED CF K ED SCALE 1�1a SHFFT: C-2 2 OF 2 JOB NIJMER 8 1 1 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE LI1IL1RES CALL 1- 954 -928 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE h SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. N PR1CR TO AVD DURING C OALSTRLK77CM; THEL'OV794C70R SHALL 1MPLENENTAND MAINTAIN LR0510N AND 5.FD.'MfMrCM-ROL MEASURES C•O,NPLttNG W7771 CITY, STATEAAD PREP RFGLP.APCN9. B) COIJSTMX7RD1JAC77V171t3 5bi0N A5 UNLUE51Af5TALLAT70N, GRADING, CON57RUCT/ONO °CONCRETE MR55, &#LNNGPAO AND FOUNDA77CN PIACEMEA(r AND PkEPARA77OV OFLA.VDSC,4)NGAND SODDING LYIL 0,4f1'OTY5 CAV7ROL NEASU,R£5 AS P0110WSAN0 AS RELMNR[D BYIh'SPetTOR: I. EXCAYATAON O"WA7ER N( ANA5fMfMFACJLMf5 5HOLND OCCLR ffA4W'A7,EYAI C7EARMG AND GRUB&'AG 705fRVEA5 A 5ED/MfNT TRAP OR C4 CHVlflV7IOR 57Y.1E4[ N'A72W RUNOFFPRO,N Lk?125M.901L5. 2 CYM57RLA.TICW OF PERIN47tX LiERAf ORSITE GRAah6' 7O PREVEVT OFF -577E DI- LCHARGf OF5TORAf WATER RVAVFF 3. PLAC5IOF5/LTPfACu AND OR NAYB4/E.5. PROPERLYAACHORM. TO COVTAIN£ROS/D.A' IV AREAS PRONE TO 57ORMWA7ER RUA01- fRC:5WE Vf1OCTT 5. 4. P'fRMAA'FNT5TALilLlZARM W7L LTEPROV7DfV TO POR7A7A5 CF 771f 5WY H4IERECCA57RLCI70N AC77KRM tIAVECEA51EDBYLAY/1AG5DD. 5. IALFTPROTECnom AIL BE PROVIDED /OR EACH lA7tTOTHER BYSILT PEACCFi11L TER FAP.RICSTA4D IN PLACE OR HAYEALE5. C OURETPROTECIlON KILL BEPROV7DLP BY RJRBIDITY5LREEA5 W77HIN THERECEMNG BODY. C7 07h7RACTOR 5ItM1 AL50 Jhf, 4MEMCYIY5 COWROL M6k5(JRS POR WA5Tf AJA7FPJAO AkWARA7115 HA57B 54WTARY WASTE. PETROLEUM PRODUC-15. PE5TTODL5 AND Y.fRBACIVE55, PER7MUrR5, fWNT5 AND 07517f VEHILLf TRACKING AS DffCRIBE) BYCNYEAG1NfERNG 57ANDARD9. DI THE C27IJTR4C7OR 15 Rf5R7.iC51BLE TO 0411 BUKDING DfPAR74fEVTANDVk fNG/VLEWAAG DEPARTACNi FOR 0TY/A59EC-,AOA45 IN REALTOII TO ADDITIONAL AVOAOJRAPPL/5ABLEJA7 PRfyFNT/O.V AND CON. ; Ra MfA5UR£5. W co Z� It Z> "' M W 0 " RJ Q 11.1 J W U) � .L HJ a Wr� A.n J T1 >W 't0 J 0) z �0 0 Tm, Ft IN o � 3�a Q 's v z x W E•LKIN RZE PE 4 6382 4113109 RAWN ED CF K ED SCALE 1�1a SHFFT: C-2 2 OF 2 JOB NIJMER 8 1 1 ID °a U U a 0 v i °a 0 c do u i W W z W W m 0 p C Plant List V..Mty sym Qtr Batada.g Case- me- Sts. BS 2 llusea shoseubYGunbo Linho EHZ .7 Cal RR 2 RayaYloa Peen EZnretrJ.d CH 7 Coma nurlae r4' " 16fteorl Commit PAYS E -10' CT. sUqW his AD 1 Arluhids mantW chnbbta Palen E4y 0A HL frpb MAIM PR 1 Phoai -ba n: Dale Palm 4'OA IR polo VM 2 VeikJna PWT 170AHL nnk CH 1 Call Red Pnwdaaputf E H x T SW rMi emb std Dr a Dbnyatesnsnim/ Bluebeely FkCK LOY 14'x 14, 1r Ur- MP 20 Munaya parigthOl crania, Jasmba 24'x24.24'0.0. SO 2 'Baabaa Krim/ B.MaYNiba 44E tanners. Yafs: TG 1 VM 4- 49' reorrers. tint¢ TE 3 = der Fy. Manse 24'x2V.ZC0.C. AH 3 Clyde Plats 24 x24', M'O.C. BG 1 BnedeL� Y .T .Toeocea24'a 24 GG 2 nta 24 x24-. 24.O.C. C1 32 icaml 24 x 24, 24 O.C. TM 14 Trim mars loons / Yebw tab 1 . X 17. 2A' O.C. SA 39 Ban6u ®otlharil oMham Bamboo EH, 7slam Par polt NF 1s Map WWW faaaw Made Fein 1r x M', 24' O.C. SH 1 Sbdt=WOW-leat VAft Bad of Pa d- Ett5a1amerb MS 72 Mioawn solopenditant~Fern 17x17,1r0.11 RE 1 - ecdsW Palm S M 7sbm 11 thin CR 2 CrkaanspJCrimsam 30'x24' PB as Ptiorfendim imm May/ Bub Max lar x1r. 240.1. AP 0 Apnb pupaabf Red 3r x 24-, full, 3 Gal SR 1 SbeRaa BYd d paradise 3r a 24' HR 7 Heica roar "tabstr Claw 3ralr HE 20 Hefmnb /Fals. Bid d PSaIX: 3ra1r tolad4af ) JA 1 ) sHx3'Spf AZ 22 Apwna..-Merl / Ver. Shay Cuellar 24- a W. 24' O.C. AB 5 Aedtmea hlartdmMama B...k d 2r a 2r Jc " Juiperuscmfalelstaxe luiper rxi ?.170.1. HE 3 Nea9eia'Fiebaf /&.naiad rxr CE 1 Ca*m notl ma r0 11W ElloormV Jaaair 24 a 247 Sod St Augusirve 'Fbrate n' Ighrl h shredded M isle -err Existing Tree Chart Etdsdrrt bas V..Mty t4aw. W.ticlo be Dana Inez A 1 ComN Tobetmrmored B 1 S6algten 4'q To as retnaed C 2 Cooart To ' 0 3 Sepal To return E 1 clsi. 7o return F 3 Small To return G 1 Oak To H Mica To be mrnoed 1 iha To- i J - hedge, To ramie General Notes: 1. N plat malr:rial dal be Honda No. 1 err beter a 9Yen in the anent ter maa.rr PWUr 2'w Elton, Febnay 1009, Florida Department of Agrxxf - and Canons Sens, Dimon of Plant Ind eby. 2- M plan mW-.b anal be subject to inspe bon and epprwr by the L -hCHpe Natal a d*wy for Conformity to specilicanon, place Of 3. p Pshd be true to ryedee and variety and shag mtorrn b meenue nb specified M sbstihforr elm/ be audaiYd to the City and Landscape Ardtbd for fed eppruv+L 4. M p .hall be a>®/p0ae/y, heavy, syrmMrf®I, tight last and sir trained n appeaare as b be shpery b loran branching and symmetry. 5. Cabarmr shag notey SMASHIN.E (1400 - 4324770) br brativm of exisip ufrlty Hues 4a loos presto bap.lil sock CarbarSx etrel verify kxaim d ere uMty free ad msetnents prka to co mme cxV any work Exmvaem in gm vkimty of udehgroud Miba shall be undertaken Wm rare and by had, if necessary. The Contaclor peas fW responsibility for IMa work and oft upbm or damage b utilities sreg be repaired immediately at no npense to Pen. 0. Grade B', shredded sfsd d Metabucs or Eurayptrs mulch slag be used in a mass; plan" beds and kx ffxkMLsl bee pits. M trees sill here a mulch dq wgh a depth of 3' and a diameter d3' -4' awn ahek base N mulch sal be kept 4' Iron base of al plant mabrnl shrkh beds sell be a mnirurn of 17 wider wren plats measured tam outride edge of !Dupe. 7. Sod anal be SL Ach JWM Fbatierf WW and bee of weeds, ice b, fugms and disease, road vih ak -.long and ebut&V joos. fl M sees and shnbs shell be IarJOtad with a suitable planting sou o-s*V of 5D percent sand and 50 percent appan ed mmposL N plan materials shall be planbd wkh a mihkrxan d 5 o 19 inches a the PMW&V wt around the ma bat Refer b plan" deags Plant" sng b be beddR d ihb plant pits by wasi ft n. PWmfng beds shag be free horn mad. pea, .00 4 morel ruck building nraeotr, debre. weeds. n nuo s pass and ulceese. 9. N trees sal be- arried by I he Contractor and air be baHry and n fl-hag condeon of active g-ell one year from dab of Nut aooeptaue. 10. N slnbq gmnad -arm, roes and sad shag be 1W)' waranbd for 00 days under sane condition a ahrwe. 11. N sy+Mmlic bulgh. synthetic a" or ands s w:e baskets shall be ramped before any ben ere plated- N smrdwto We shall be reamed finis tnnMS, brats; etc before nrPerhon. The np trJ dap nahaal IXWW shall be rerrro, d or lucked into tln. Ptantimq hole before trees are tandfieed. PWn&V Sol b be baJ�enl etc pits by w slap In ,2 N tress, palms and C.- plants rag be planted ash the lop of tre: rmOa6 m deeper than erne final grade sun -nd'ng the plateq area. 13. In areas Where pared surt.- abut bpd a mulch, the ma le,d of both sort ahaud be 14. AX planiq stag be istalnd will, tertfuer a dim of pq. Ferdsoer shag be a uompieb (erira with a Nf-I( rafo of 10-3-15. 15. M pleniq shad be istalled M a sound, workmaM/a manner and a odkq to good plantiIl Prorsdues batelafam aha ndude -.bring. --v. {aiiiom naldrq, seI.*. Pn+iq and remaM of reuse and debris on a regular bass so as to present a neat and wa kept appaararx at e1 bmes- 15. N kale ape and acid areas sal hare an atbmabe irgaon system mantled Cave W should be 1D0%wth 5D% mkiman nmrlap uq Raspe iind rtm� sod arses. Spray upon Public -d --k-. Weetr . Sodded.beer and snub' grourndcovn bees should be m sepaale ar gallon ems for a more eRciet system- Irrigation syatan sang be i'tafel with a rain -4m derioe. 17. N bndu'ape and YripSSm sal Ira isbled n mrtmpiahre wth erg kh®I cedes. 16. Tm plan rhd take 1+emdence aver nit pbrt is, shall there b. any d berwem are twat Er,��RgLD Ro C11 O Note: Sod and irrigate to edge of C 100 R/W � N X6'.57 N ._.� � 2Y�� txsnra a- \ LWE (BY Y• Ma[p) t��6'. I mow eu sari. pn.V ntNr. V Llasrx+o 2ro sr oa4ranato t 'arn'rrer,'n°r sox tro ec 9-RL8 P1. WTM m7AL . N1s fro• �5 v ra+c - Z. Say,rr �iabn finthyadt . 1N wIs �td� tM br lam] e.v rm,a.mr;v.m. 1. �q mMnl6 MrMdfban.al9ehaxi�xnh • ..nYU ahw ihxnr9 r a 4,acR1 b• rmkap. Ardirrn. mrm+d.. . -sx4' of eras waA' W. Nca w rwnY ralsm rw+ammhepd dw rnrxlan sbeuq 6edt +r.tia rrvd rya ws b4 amdswlzr of aJe�kraw� n.bs :-rgeri..,dm s.be 4',d, OWNED+.t;k rrok ro Yab.Y. serer tU111bely Moyer. AS LA Landscape Ar h4echrre (954) 492 -9W9 Lt No A�DOOOD52 iSS'OE� BY DATE W U Z W rr0 Vi LU W 0RECLa- 1 CCT - 7 Town of Gulf Shea I FL 1. ji vL P � 4 g K NG MAIL re Note: All trees and palms to be set so ds, i - t� - that rootballs are 10% above final grade. •vi:eao3�l'r GuLr- STREAM' F-L Landscape Plan Scale 1 " =10' o r tan v Y. Q 0 0 L of Q Q Of w W H W J rn0 LL 0 Z 0 Waldw W dos 811.DUD DROMME1111 811.13IM 14.p1n 1 IM9 NM ' L -1 d )I. _ CS Inez to r f_* 10-3 a dos 811.DUD DROMME1111 811.13IM 14.p1n 1 IM9 NM ' L -1 d / s Building Site configuration I. Given A. Acreage 1. Total (ac) _ 2. Impervious a. Building (ac) _ b. Conc, Drives and Parking (ac) _ 4. Pervious (ac) _ B. Water level elevations 1. Average wet season water table = 2.0' NGVD OCT - 2 200 Town of Gulf Stream, FL 0.320 AC 100110 0.160 AC 0.070 AC 0.090 AC 30.80% C. Rainfall amounts per SFWMD Environmental Resource Permit Information Manual Vol. IV 1. 24 -hour event a. Roads (10 -year) (in) = 9 Fig. C -6 b. Design (25 -year) (in) = 11 Fig. C -5 c. Floors (100 -year) (in) = 14 Fig. C -6 2. 72 -hour event a. Roads (10 -year) (in) = 11 Fig. C -9 b. Design (25 -year) (in) = 14 Fig. C -10 c. Floors (100 -year) (in) = 18 Fig. C -11 II. Design Criteria - Water Ouality/Ouantity A. Quality 1. Since this is proposed as a dry retention system, then whichever is the greater of: a. 50% x the first inch of runoff from the entire site, or b. 50% x 2.5 inches x the percentage of imperviousness. B. Quantity 1. First floors grade elevations - 2. Drives and parking are desired to be no lower than elevation = III. Computations A. Water Quality Computations 1. Compute the first inch of runoff from the developed project: = 1 in. x 0.32 ac x 1 ft/12 in 0.027 ac -ft for the first inch of runoff 2. Compute 2.5 inches times the percentage of imperviousness: a. Site area for water quality pervious /impervious calculations only: =0.32 ac -0.16 ac 0.160 ac of site area for water quality pervious /impervious. b. Impervious area for water quality pervious /impervious calculations only: = (Site area for water quality pervious /impervious) - pervious =0.16 ac -0.09 ac = . 0.070 ac of impervious area for water quality pervious /impervious c. Percentage of imperviousness for water quality: = (Impervious area for water quality /Site area for water quality) x 100% = (0.07 ac /0.16 ac) x 100% = 43.75 % impervious d. For 2.5 inches times the percentage impervious: = 2.5 in. x 43.75% OVERALL SITE, Dudley 915 emerald row - drainage -Calcs 10.12 ft NGVD 6.00 ft NGVD DUDLEY RESIDENCE 915 EMERALD ROW Drainage Calculations t .l �0� 1 1 of 3 1.094 in, to be treated e. Compute volume required for water quality detention: = inches to be treated x total site = 1.094 in. x 0.32ac x I IV 12 in. 0.029 ac -ft required detention storage 3. Since the 0.029 ac -ft is greater than the 0.027 ac -ft, the volume of 0.029 ac -ft controls. a. The volume required for wet detention is = 0.029 ac -ft = DUDLEY RESIDENCE 915 EMERALD ROW Drainage Calculations 0.35 ac -in b. The volume required for a dry retention = 50% x volume required for wet detention therefore Volume required for quality treatment = 0.015 ac -ft = 0.175 ac -in B. SCS Curve Number Computations 1. Assume 4.5 ft is the depth of percolation possible for the sandy soils present on the site bellow avg finished grade. 2. From soil storage table ( SFWMD Environmental Resource Permit Information Manual Vol.IV) Assume 25% compaction for a developed area & 6ft to water table: 10 inches of moisture can be stored in the soil under pervious areas. 3. Compute available soil storage: = storage available x pervious areas = 10 in. x 0.09 x 1 ft/12 in. 0.075 ac -ft available soil storage onsite. 4. Convert available storage to site -wide moisture storage, S S = available soil storage onsite /site area = ((0.075 ac -ft) /(0.32 ac)) x (12 in. /l ft) 2.81 in. of site -wide soil storage, S 5. SCS Curve Number, CN CN = 1000 1(S +10) 1000/(2.81+10) = 78.05 IV. Check storm staves and nroiect elevations A. Design Storm Determine the maximum possible stage (zero - discharge) during a design storm (25 -year, 72 -hour event) 1. The rainfall of the 25 -year 3 -day storm = 14 in. 2. Inches of runoff, Q Q = (P - (0.2 x S))2/(p+ (0.8 x S)) 14in - (0.2 x 2.81 in))7/(14 in + (0.8 x 2.81 in) 11.11 in. of runoff from the 25 -year, 72 -hour storm. 3. Runoff volume = inches of runoff x (site area -bldg area) = 1 I.1 1 in. x (0.32 -0.16 ac )x I ft/12 in. 015 _ ac-ft ac-ft runoff volume. 4. Required volume per town drainage criteria (1" vs 2.5 ") retained on swales = 4" deep swales volume on 0.09 ac pervious site= 0.03 ac -ft runoff volume. => COMPLIES WITH TOWN CRITERIA IV. Check storm staves and nroiect elevations B. Check minimum building floor elevation, assuming zero discharge 63826 By definition, the minimum building floor elevations shall be at least as high as the 100 -yr, 72 -hour storm zero - discharge runoff. The existing building FF elev will be maintained @ 9.74' NGVD. OVERALL SITE, Dudley 915 emerald row - drainage -Calcs 2 of 3 t.__ 1. The rainfall of the 100 -year 3 -day storm = 18 in. 2. Inches of runoff, Q Q = (P -(0.2 x S))'/(P+ (0.8 x S)) = 18 in - (0.2 x 2.81 in))2 /(18 in + (0.8 x 2.81 in) = 15.02 in. of runoff from the 100 -year, 3 -day storm. 3. Runoff volume inches of runoff x site area 15.02 in. x 0.32 ac x 1 ft/l2 in. 0.40 ac -ft runoff volume. B. Storage Calcs 1. Total Storage = Storage in trench + Storage in swales 2. Storage in trench = (per SFWMD Manual Vol. IV) = 0.5 *W *Du *L 0.5 * 1 ft *3 ft * 21 OLF 315 CF 0.0072 AC -FT 3. Storage in swales = 1/2* Avg base * Avg height (4 in = 0.333 ft) * LF 0.0300 AC -FT 4. Total Storage = Storage in trench + Storage in swales 0.0372 AC -FT DUDLEY RESIDENCE 915 EMERALD ROW Drainage Calculations STORAGE AC -FT input storage 0.0000 0.0000 0.0000 0.0800 0.0000 0.0000 0.0836 0.2455 �oV � OVERALL SITE, Dudley 915 emerald row - drainage -Calcs 3 of 3 STAGE NGVD AC -FT AC -FT input trench storage + land storage elevation pre- 5.50 0.0000 0 dev 6.00 0.0000 0 6.50 0.0000 0 7.50 0.0000 0.08 post- 5.50 0.0000 0 dev. 6.00 0.0000 0 6.50 0.0036 0.08 7.50 0.0018 0.16 DUDLEY RESIDENCE 915 EMERALD ROW Drainage Calculations STORAGE AC -FT input storage 0.0000 0.0000 0.0000 0.0800 0.0000 0.0000 0.0836 0.2455 �oV � OVERALL SITE, Dudley 915 emerald row - drainage -Calcs 3 of 3 I Cascade 2001 Version 1.0 File: 811dudley PRE -10yr -lday Date: April 14, 2009 Page 1 Project Name: DUDLEY RESIDENCE Reviewer: EAD Project Number: 811 Period Begin: Apr 14, 2009;0000 hr End: Apr 15, 2009;0000 hr Duration: 24 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: 945 EMERALD ROW Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 10 year 1 Day Rainfall: 9 inches Area: 0.32 acres Ground Storage: 2.81 inches Time of Concentration: 0.16 hours Initial Stage: 5.5 ft NGVD Stage Storage (ft NGVD) - (acre -ft) -- - - - --- - - - -- 5.50 - -- 0.00 6.00 0.00 6.50 0.00 7.50 0.08 Structure: 1 From Basin: 945 EMERALD ROW To Basin: 945 EMERALD ROW Structure Type: Gravity Weir: None Bleeder: None Pipe: None BASIN MAXIMUM AND MINIMUM STAGES -------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- ----------------------------------------------------- 945 EMERALD RO 8.60 24.00 5.50 0.00 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) ------------------------------------------------------------------------------- (in) (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 5.50 5.50 2.00 0.18 0.00 0.00 0.00 5.50 5.50 4.00 0.41 0.00 0.00 0.00 5.50 5.50 6.00 0.75 0.01 0.00 0.00 6.50 6.50 .8.00 1.23 0.03 0.00 0.00 6.54 6.54 10.00 1.92 0.07 0.00 0.00 6.63 6.63 12.00 5.90 1.57 0.00 0.00 7.37 7.37 14.00 7.36 0.12 0.00 0.00 8.08 8.08 16.00 7.92 0.08 0.00 0.00 8.26 8.26 18.00 8.24 0.05 0.00 0.00 8.37 8.37 20.00 8.57 0.05 0.00 0.00 8.47 8.47 22.00 8.78 0.03 0.00 0.00 8.54 8.54 24:00 9.00 - 0.03 - -- - 0.00 0.00 - 8 -6a - -- - - -- -8-60 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max ----------------------------------------------------- (cfs) Time (hr) Min (cfs) Time (hr) ----------------------------------------------------- 1 0.00 0.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES -------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- ----------------------------------------------------- 945 EMERALD RO 8.60 24.00 5.50 0.00 Cascade 2001 Version 1.0 File: 811dudley PRE-10yr-lday Date: April 14, 2009 Page 2 BASIN WATER BUDGETS (all units in acre-ft) - - — ------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual 945 EMERALD RO 0.17 0.00 0.00 0.00 0.17 0.00 Cascade 2001 Version 1.0 File: 811dudley PRE -25yr -3day Date: April 14, 2009 Page 1 Project Name: 915 EMERALD ROW Reviewer: EAD Project Number: 811 Period Begin: Apr 14, 2009;0000 hr End: Apr 17, 2009;0000 hr Duration: 72 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 14 inches Area: 0.32 acres Ground Storage: 2.81 inches Time of Concentration: 0.16 hours Initial Stage: 5.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) -- --- - - - - -- 5.50 - - - - -- 0.00 6.00 0.00 6.50 0.00 7.50 0.08 Structure: 1 From Basin: SITE To Basin: SITE Structure Type: Gravity Weir: None Bleeder: None Pipe: None Instant Cumulative Time Rainfall (hr) (in) 0.00 0.00 4.00 0.25 8.00 0.50 12.00 0.75 16.00 1.00 20.00 1.25 24.00 1.50 28.00 1.87 32.00 2.24 36.00 2.60 40.00 2.97 44.00 3.33 - 48 -. 0C1 -- 3-70- -- 52.00 4.16 56.00 5.11 60.00 10.46 64.00 12.76 68.00 13.51 72.00 14.00 Instant Current Cumulative Head Water Tail Water Runoff Discharge Discharge Stage Stage (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 5.50 5.50 0.00 0.00 0.00 5.50 5.50 0.00 0.00 0.00 5.50 5.50 0.00 0.00 0.00 6.50 6.50 0.01 0.00 0.00 6.52 6.52 0.01 0.00 0.00 6.54 6.54 0.01 0.00 0.00 6.58 6.58 0.02 0.00 0.00 6.64 6.64 0.02 0.00 0.00 6.70 6.70 0.02 0.00 0.00 6.78 6.78 0.02 0.00 0.00 6.87 6.87 0.02 0.00 0.00 6.95 6.95 -0, 02- - -- - 0 -. -00 -- -- - 0.00- 7.05 7 -. -05- - - - - -- 0.04 0.00 0.00 7.17 7.17 0.08 0.00 0.00 7.42 7.42 2.01 0.00 0.00 8.69 8.69 0.10 0.00 0.00 9.79 9.79 0.06 0.00 0.00 10.03 10.03 0.04 0.00 0.00 10.20 10.20 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) --------------------------------------------------- --------------------------------------------------- 1 0.00 0.00 0.00 0.00 Cascade 2001 Version 1.0 File: 611dudley PRE-25yr-3day Date: April 14, 2009 Page 2 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) SITE 10.20 72.00 5.50 0.00 BASIN WATER BUDGETS (all units in acre-ft) - — ----- — ---------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual SITE 0.30 0.00 0.00 0.00 0.30 0.00 Cascade 2001 Version 1.0 File: 811dudley PRE -100yr -3day Date: April 14, 2009 Page 1 Project Name: 915 EMERALD ROW Reviewer: EAD Project Number: 811 Period Begin: Apr 14, 2009;0000 hr End: Apr 17, 2009;0000 hr Duration: 72 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 18 inches Area: 0.32 acres Ground Storage: 2.81 inches Time of Concentration: 0.16 hours Initial Stage: 5.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) --- - - - - -- --- - - - - -- 5.50 0.00 6.00 0.00 6.50 0.00 7.50 0.08 Structure: 1 From Basin: SITE To Basin: SITE Structure Type: Gravity Weir: None Bleeder: None Pipe: None STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ---------------------------------------------------- ---------------------------------------------------- 1 0.00 0.00 0.00 0.00 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) --------------------------------------------------------------------------- (in) (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 5.50 5.50 4.00 0.32 0.00 0.00 0.00 5.50 5.50 8.00 0.64 0.00 0.00 0.00 6.50 6.50 12.00 0.97 0.01 0.00 0.00 6.52 6.52 16.00 1.29 0.01 0.00 0.00 6.55 6.55 20.00 1.61 0.01 0.00 0.00 6.59 6.59 24.00 1.93 0.01 0.00 0.00 6.65 6.65 28.00 2.40 0.02 0.00 0.00 6.74 6.74 32.00 2.87 0.03 0.00 0.00 6.84 6.84 36.00 3.34 0.03 0.00 0.00 6.96 6.96 40.00 3.81 0.03 0.00 0.00 7.08 7.08 44.00 4.28 0.03 0.00 0.00 7.20 7.20 48..00 4.75 0.03 0._0.0. 0.00 _ 7.33 7_33 - -- 52.00 5.35 0.05 0.00 0.00 7.50 7.50 56.00 6.57 0.11 0.00 0.00 7.84 7.84 60.00 13.44 2.64 0.00 0.00 9.53 9.53 64.00 16.41 0.13 0.00 0.00 10.96 10.96 68.00 17.36 0.08 0.00 0.00 11.28 11.28 72.00 18.00 0.05 0.00 0.00 11.50 11.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ---------------------------------------------------- ---------------------------------------------------- 1 0.00 0.00 0.00 0.00 Cascade 2001 Version 1.0 File: Blldudley PRE- 100yr -3day Date: April 14, 2009 Page 2 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) SITE 11.50 72.00 5.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual SITE 0.40 0.00 0.00 0.00 0.40 0.00 Cascade 2001 Version 1.0 File: dudley POST ld -10yr Date: September 29, 2009 Page 1 Project Name: DUDLEY RESIDENCE Reviewer: ed Project Number: 811 Period Begin: Sep 29, 2009;0000 hr End: Sep 30, 2009;0000 hr Duration: 24 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 10 year 1 Day Rainfall: 9 inches Area: 0.32 acres Ground Storage: 2.81 inches Time of Concentration: 0.16 hours Initial Stage: 5.5 ft NGVD Stage Storage (ft NGVD) --- - - - - -- (acre -ft) --- - - - - -- 5.50 0.00 6.00 0.00 6.50 0.08 7.50 0.24 Structure: 1 From Basin: SITE To Basin: SITE Structure Type: Gravity Weir: None Bleeder: None Pipe: None Cumulative I Instant C Current Cumulative H Head Water T Tail Water Time Rainfall R Runoff D Discharge D Discharge S Stage S Stage (hr) ( (in) ( (cfs) ( (cfs) ( (acre -ft) ( (ft NGVD) ( (ft NGVD) 0.00 0 0.00 0 0.00 0 0.00 0 0.00 5 5.50 5 5.50 4.00 0 0.41 0 0.00 0 0.00 0 0.00 5 5.50 5 5.50 . 8.00 1 1.23 0 0.03 0 0.00 0 0.00 6 6.02 6 6.02 12.00 5 5.90 1 1.57 0 0.00 0 0.00 6 6.44 6 6.44 16.00 7 7.92 0 0.08 0 0.00 0 0.00 6 6.88 6 6.88 20.00 8 8.57 0 0.05 0 0.00 0 0.00 6 6.98 6 6.98 24.00 9 9.00 0 0.03 0 0.00 0 0.00 7 7.05 7 7.05 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES -St rnr Max fcfs)_ - --Ti-m --(hr.) M Min (cfs) T Time ( (hr) Cascade 2001 Version 1.0 File: dudley POST 3d -25yr Date: September 29, 2009 Page 1 Project Name: DUDLEY RESIDENCE Reviewer: ed Project Number: 811 Period Begin: Sep 29, 2009;0000 hr End: Oct 02, 2009;0000 hr Duration: 72 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 14 inches Area: 0.32 acres Ground Storage: 2.81 inches Time of Concentration: 0.16 hours Initial Stage: 5.5 ft NGVD Stage Storage (ft NGVD) --- - - - - -- (acre -ft) --- - - - - -- 5.50 0.00 6.00 0.00 6.50 0.08 7.50 0.24 Structure: 1 From Basin: SITE To Basin: SITE Structure Type: Gravity Weir: None Bleeder: None Pipe: None BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 5.50 5.50 4.00 0.25 0.00 0.00 0.00 5.50 5.50 8.00 0.50 0.00 0.00 0.00 5.50 5.50 12.00 0.75 0.00 0.00 0.00 6.00 6.00 16.00 1.00 0.01 0.00 0.00 6.01 6.01 20.00 1.25 0.01 0.00 0.00 6.02 6.02 24.00 1.50 0.01 0.00 0.00 6.04 6.04 28.00 1.87 0.02 0.00 0.00 6.07 6.07 32.00 2.24 0.02 0.00 0.00 6.10 6.10 36.00 2.60 0.02 0.00 0.00 6.14 6.14 40.00 2.97 0.02 0.00 0.00 6.18 6.18 44.00 _ _ 3.33 _ _ _0_.02 _ _ _ _0.00_ _ _ 0.00_ _ _ 6.23 _ _ 6.23 48.00 3.70 0.02 0.00 0.00 6.27 6.27 52.00 4.16 0.04 0.00 0.00 6.33 6.33 56.00 5.11 0.08 0.00 0.00 6.46 6.46 60.00 10.46 2.01 0.00 0.00 7.10 7.10 64.00 12.76 0.10 0.00 0.00 7.64 7.64 68.00 13.51 0.06 0.00 0.00 7.77 7.77 72.00 14.00 0.04 0.00 0.00 '7.85 7.85 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 0.00 0.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Cascade 2001 Version 1.0 File: dudley POST 3d -25yr Date: September 29, 2009 --------------------------------------------------------------- SITE 7.65 72.00 5.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) Page 2 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual SITE 0.30 0.00 0.00 0.00 0.30 0.00 Cascade 2001 Version 1.0 File: dudley POST 3d -100yr Date: September 29, 2009 Page 1 Project Name: DUDLEY RESIDENCE Reviewer: ed Project Number: 811 Period Begin: Sep 29, 2009;0000 hr End: Oct 02, 2009;0000 hr Duration: 72 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 18 inches Area: 0.32 acres Ground Storage: 2.81 inches Time of Concentration: 0.16 hours Initial Stage: 5.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) --- - - - - -- --- - - - - -- 5.50 0.00 6.00 0.00 6.50 0.08 7.50 0.24 Structure: 1 From Basin: SITE To Basin: SITE Structure Type: Gravity Weir: None Bleeder: None Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 5.50 5.50 4.00 0.32 0.00 0.00 0.00 5.50 5.50 8.00 0.64 0.00 0.00 0.00 6.00 6.00 12.00 0.97 0.01 0.00 0.00 6.01 6.01 16.00 1.29 0.01 0.00 0.00 6.02 6.02 20.00 1.61 0.01 0.00 0.00 6.05 6.05 24.00 1.93 0.01 0.00 0.00 6.07 6.07 28.00 2.40 0.02 0.00 0.00 6.12 6.12 32.00 2.87 0.03 0.00 0.00 6.17 6.17 36.00 3.34 0.03 0.00 0.00 6.23 6.23 40.00 3.81 0.03 0.00 0.00 6.29 6.29 44.00 4.28 0.03 0.00 0.00 6.35 _ _6.35 48.00 4.75 0.03 0.00 0.00 6.42 6.42 52.00 5.35 0.05 0.00 0.00 6.50 6.50 56.00 6.57 0.11 0.00 0.00 6.67 6.67 60.00 13.44 2.64 0.00 0.00 7.52 7.52 64.00 16.41 0.13 0.00 0.00 8.23 8.23 68.00 17.36 0.08 0.00 0.00 8.39 8.39 72.00 18.00 0.05 0.00 0.00 8.50 8.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 0.00 0.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Cascade 2001 Version 1.0 File: dudley POST 3d -100yr Date: September 29, 2009 Page 2 SITE 8.50 72.00 5.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual SITE 0.40 0.00 0.00 0.00 0.40 0.00 561- 737 -0188 Town of Gulfstream COMMISSIONERS WILLIAM F. KOCH, JR.. Mayor JOAN K. ORTHWEIN. Vice Mayor FRED S. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH 12:23:44 p.m. 10 -01 -2009 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA i••. .Y�._N� y '� 'r s•�y / AGENT AFFIDAVIT Telephone (S6 1) 276 -5116 Fax (561) 737.0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAj ) BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON (S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW j0.REPRESENT TI3E- OWNER 9F-SA3D PROPERTY AS- - -- AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: 145 FMCF-AL'P tow AGENT'S /(S) NAME: PAy l-� �A �� ► r`� p �� nr nV E f✓'rE CONPANYOR FIRM NAME: BC DC -Sl6�J AGENT'S ADDRESS: 3t, T r)�G� AGENT'S PHONE: 1? t V, 2 - G 4 0 FURTHER AFFIANT SAYETH NOT. 2/2 (OWNER SIGNATURE) SWORN TO AND SUBSCRIBED BEFORE ME THIS `Z-'=r DAY OF _ (NOTARY PUBL16/ MY COMMISSION EXPIRES: d V ...... U ■ ■.N- l..NnN -- --- aa.NN..N LINDA M. JENDRESIG Q ms /yvonne /appforms /affidavitowner /8/2/00 = ,"111p4pppgg89 �� es E)Vru 51152011 Florida NohryAgn., Inc i w. ■ ■ n ■■. ■u u.■ unnuumNauununu■= 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR.. Mayor JOAN K ORTHW EIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS 11 WILLIAM A. LYNCH STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (� J MN L �, P r- N m E w?' L WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1 within 25 feet, *(for N. Ocean overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *streets and waterways are excluded from this distance THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: FURTHER AFFIANT SAYETH NOT. (SIGNATUREj__ _ SWORN TO AN DESCRIBED BEFORE ME THIS MY COMMISSION EXPIRES: ms/yyvonne /appforms /affidavi t/6 /13/00 D YO ;EPA#W* I tate of Ida es No 1, 2012 CommhslofiB-Dt2�- Bonded Through Nation Notary Assn. 100 SEA ROAD, GULF STREAM, FLORIDA 33483 20 D Prepared By And Return To: Robert A. Dittman, Esq. Spinner Dittman Federspiel Et Dowling LLP 151 N.W. First Avenue Delray Beach, FL 33444 Property Appraiser's Parcel Identification No.: " l IVED OCT -22W9 Towel of Gulf Stream, FL WARRANTY DEED (STATUTORY FORM - SECTION 689.02, F.S.) THIS INDENTURE, made this 15TH day of 6ECEM69- , 2005, BETWEEN WANDA R. LYNCH f /k /a WANDA RICKER, joined by her husband, WILLIAM A. LYNCH, whose post office address is set forth below, grantor ", AND ROBERT H. DUDLEY and CHRISTINE M. SHIM, husband and wife, whose post office address is 945 Emerald Row, Gulf Stream, Florida 33483, grantee', WITNESSETH: That said grantor, for and in consideration of the sum of Ten and no /100 Dollars ($10.00), and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach" County, Florida, to -wit: Lot 61, PLACE AU SOLEIL, according to the Plat thereof recorded in Plat Book 27, Page 69, of the Public Records of Palm Beach County, Florida, LESS a portion thereof, described as follows: That part of Lot 61, as shown on the Plat of "Place Au Soleil" recorded in Plat Book 27, on Page 69, Palm Beach County Public Records, being described as follows: Begin at the Northeast corner of said Lot 61; thence run West along the North line of said Lot 61 a distance of 50 feet; thence Southerly at right angles to the preceding course a distance of 58.33 feet, more or less, to a point in the line between Lots 60 and 61 of said PLACE AU SOLEIL; thence Northeasterly along said line a distance of 76.83 feet, more or less, to the point of beginning. SUBJECT to easements, reservations, and restrictions of record, taxes for 2006 and subsequent years, all zoning ordinances and regulations imposed by governmental authorities, and any matters which would be revealed by an accurate survey. And said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. — Grantor" and "grantee" are used for singular or plural; as context requires. IN WITNESS WHEREOF, grantor has hereunto set grantor's hand and seat the day and year first above written. Signed, sealed and delivered in our presence: fitness odd/!T A /1j�N/I (pri nt name) Hess QLQ$Z" VALLA R.ES (print name) 4J�c . .el-, � WANDA R. LYNCH f /k /a WANDA RICKER 126 Las Brisas Circle Hypoluxo, FL 33462 Oct. 5. 2009 1.59PM BE— Desi6n /Benmar /AHCD 811.b1iD ADJACENT PROPERTIES NAME LOCATION ! ANDERSON BRUCE M & MURIELJ 960 Indigo PT ROSENBLUM GERALD 8 940 indigo PT MULVEY THOMAS A & DIANE M 930 Indigo PT SLOMINSKI EDWARD & SLOMINSKI JOYCE 920 Indigo PT J.R. Nuchereno & Sons 910 Indigo PT MCCLURKEN WILLIAM W & DIANE H 2665 AVENUE AU SOLEIL WEAVER TIMOTHY C & MARSHA P 915 EMERALD ROW �. MOLYNEUX BERNARD 925 EMERALD ROW REYNOLDS BENJAMIN & KAREN L 935 EMERALD ROW M ZNRISTINEM __.995 EMgF�1LD }ROWS VAN PRAAG RAYMOND M & LINDA M 955 EMERALD ROW MILLER BARBARA P & ROBERT M 960 EMERALD ROW GREGORIOU CHRI5TINA 940 EMERALD ROW ROONEY STEVEN J & QUEENEY GAiLA 930 EMERALD ROW ! BODE CRAIG W 920 EMERALD ROW No. 6466 P. 3 MAILING ADDRESS 960 INDIGO PT, DELRAY BEACH, FL 33483 6110 940 INDIGO PT, DELRAY BEACH, KL 33483 6110 930 INDIGO PT, DELRAY BEACH, FL 33483 6110 920 INDIGO PT, DELRAY BEACH, FL 33483 6110 1021 TONAWANDA ST, BUFFALO, NY 142071019 825 LANTERN LN, LANGHORNE, PA 19053 3223 915 EMERALD ROW, DELRAY BEACH, FL 33483 6107 925 EMERALD ROW, DELRAY BEACH, FL 33483 6107 935 EMERALD ROW, GULFSTREAM, FL 33483 6107 945 EMERALD ROW, DELRAY BEACH, FL 33483 6107 9SS EMERALD ROW, DELRAY BEACH, FL 33483 6107 960 EMERALD ROW, DELRAY BEACH, FL 33483 6108 940 EMERALD ROW, DELRAY BEACH, FL 33483 6108 58519 MORTON ST, MARATHON, FL 33050 5723 920 EMERALD ROW, GULFSTREAM, FL 33483 6108 \ \Sonia \file server \BENAVENTE FOLD ER\Ben aventL-ACAD\811.DUD\811.PROJECT SUM MARY\81 I ADJACENT PROPERT1ES.xls JAN 2 7 2011 T ctvn of Gulf 5trasm, Fl. January 27; 2011 Thank you for taking the time to meet with us today in regards to changes to our proposed landscape plan. We would like to request that the currently approved areas of Oldham Bamboo be substituted with Areca Palms. We are making this request after learning from several gardeners that the bamboo is sometimes considered invasive and tends to grow to extreme heights. We also feel that the palms would be more consistent with the look of the neighborhood as they are planted in many neighboring yards. We would also like to change the two trees on the side yard from Gumbo Limbo to Florida Black Olive. We have learned that the Florida Black Olive are more resistant to high winds and again maintain the character of the neighborhood better as they are planted in many Place au Soleil yards. Lastly, the wart fern in the front yard is to be substituted with mami croton to add color and improve the aesthetics near the entrance. If you have any further questions or suggestions, please feel free to contact us. �Sincerely, Robert Dudley and Christine Shim 945 Emerald Row in Place au Soleil 561- 350 -5378 RECEIVED 10/29/2009 14:16 5617428226 561- 737 -0188 Town of Gulfstrearr TOWN OF GULF STREAM DAMAGE BOND DP DUDLE`r`/P9.SPP 02 0 P.M. 10 -29 -2009 2/2 DATE: ADDRESS: �� {��`' ( ✓Gl� �D_ oa AMOUNT: CJO PURPOSE: CHECK NUMBER: % Z 1 CHECK WRITTEN BY: CHECK RECEIVED BY: Signed: own of Gulf Stream Signed:Q� w Agent Place Au Soleil HOA Gulf Stream, Florida October 26, 2009 The homeowners' association was asked to provide a letter to the Town of Gulf Stream regarding the construction of a. new home at 945 Emerald Rows by Robert Dudlev. The board met and discussed this at their recent meetinb on October 26, 2009. The board does not have an objection to the demolition and construction of the new home as planned. Thank, v�ou,,) Julio Martinez President Place Au Soleil HOA Z d60:90 60 ZO AON 477P7b. T4Q F..C..'T F -17?A7 7FilTT 1lAT7-t77:1 Construction Traffic Management Plan Pursuant to Town Commission Policy, proposed plans for the orderly management of construction related traffic and parking shall be submitted concurrent with an application for Architectural /Site Plan Review or building permit. The plan must address the following: 1. Construction Address: 2. Construction time frame: From // -).3- v 7 To 1 - r 3. Where will delivery vehicles, contractors, subcontractors and other workers park? All parking must not block the free flow of traffic on local roads. Check all that apply: On job site (may not block road) ❑ Behind Town Hall -- workers will be shuttled to job site ❑ Another site, please specify: (owners' approval required, attach) Right -of -way, directly in front of property (not across the street) ❑ Other, please specify: 4. What route will construction vehicles take to the job site? Avoid all tight turns and narrow roads. List route: 5. How will large deliveries (e.g., roof trusses, roof tile, paver brick, landscape trees, etc), be coordinated to minimize damage and disruption to local roads? ❑ Large deliveries will be broken into smaller loads before being transported into Town ❑ Only small vehicles will be used whenever possible. Use of larger trucks will be limited to times when no other options exist ❑ Flagmen will be used during any and all periods that traffic flow is impeded ❑ Site is large enough to contain vehicles on site while unloading M Deliveries and various trades will be staggered in schedule to keep vehicle congestion at a minimum ❑ The Police Department (278 -8611) will be contacted prior to large deliveries occurring, in order to coordinate traffic management ❑ Other, please specify: 6. How will damage to Town right -of -way and roads be prevented and addressed? a Any dust, debris on roadway originating from job site will be cleared at the end of each work day as required by Town regulations a Any damage to sod and landscaping will be immediately replaced ❑ White or green PVC pipes will be installed to preven amage along the following properties (list addresses): (Installation must comply with Town policy, 2" in diameter, spaced 9' apart, placed 2' from road edge with caps on top of pipe.) The Traffic Management Plan shall be signed by the submitting Architect or General permit ctor and will be made a condition of approval for the site, plan review and building Sig GULF STRFAM POLICE DEPT, ry s r� s r= GULF S T RLA' s= i° r A. 334;" Pri • ame �� Title: Constr. Items /Const.Mgmt.Quest. �. Updated 6/2/99 �X TOWN OF GULF STREAM Construction - Damage Prevention Policy The following policy is established to assist in protecting residential lawns from damage caused by construction vehicles. • As an exception to the Town's right -Of -Way Policy, Town residents who own property in the vicinity of an active construction site will be permitted to install white (or painted dark green) capped PVC pipes, 36" above grade along the front of their property, 2' from the road's edge. These pipes should be approximately 9' apart. The maximum pipe size shall be 2" in diameter. The pipes shall be removed immediately following the issuance of Certificate of Occupancy for the construction site. • As part of the building permit application process, the contractor shall agree to and sign a "Construction Traffic Management Plan" that has been prepared by the Police Department that is site specific, to be used in conjunction with the "Construction Site Management Handbook ". Revised and adopted by unanimous vote on August 15, 2008 (Original Policy adopted February 5, 1999 E Town of Gulf Stream `k/V L �;l, Address: E 6h o, 90W PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre- applicatidn conference. A. Review and Approval Processes ❑ 1. 2. N. Ocean Overlay Permit Land Clearing Permit ❑ 9. 10., Sign Review Site 1. Completed Development Application / -b Plan Review, Level III ❑ 3. Annexation Review ❑ A. Site Plan Revision El 4. X Comprehensive Plan Text Amendment Review . Special Exception Review 5. Demolition Permit ❑ 13. Subdivision Review ❑ 6. Future Land Use Map Change Review ❑ 14. Variance Review ❑ 7. Administrative. Appeal ❑ 15. Rezoning Review ❑ 8. Zoning code Text Amendment Review ❑ 16. (Other) B. Application Materials 17 I1\J I L.. VWIIGI a [IIUIUple copies or a drawing are required, two copies shall be an original full size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction fo more detaile inforrnation. j b , D, Application for Development Apprp> Fo i 0 0 /140 Page 1 Novem 2001 j , J i�• -�-�'� � n ._- �. t I U .�orM,�4- Ir�Qw, do - vo� fti- A o on NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1. Completed Development Application / -b C/ 2. Fee of 6 �� + C + r 17 3. General Location Map (on site Plan) ,/�i -'='- r4. Site Plan (2 full size, 15 reduced' to 11x 17 *) lD -=- 17 f 5. Building Elevations (2 full size, 15 reduced *) /0 -2 17 6. Floor Plans (2 full size, 15 reduced *) /D 1- 7. Roof Plans (2 full size, 15 reduced *) 8. Perspective and /or Color render';ing (Recommended for meeting) IL> 1 9. Drainage Plan (if altered) 17 10. Landscape Plan (2 full size, 15 reduced *) =' 11. Septic Tank Permit I� I 12. DOT Driveway Permit (if on Al A for any alterations to drive) 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17 ") ? 15. Subdivision Plat 16. Concurrency Documents 17. Proof of Ownership (warranty deed) 1 18. Agent Affidavit 19. List of Adjacent Property wners =' Envelopes 20. Property owners within 5'. 300' (stamped addressed envelopes, no return address) :. 1 21. Property Owners Affidavit ✓ �:!- 1.Set 22. Photos of Existing Home (if applicable) 1 23. Constructi n Traffic Management Plan 24.' I1\J I L.. VWIIGI a [IIUIUple copies or a drawing are required, two copies shall be an original full size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction fo more detaile inforrnation. j b , D, Application for Development Apprp> Fo i 0 0 /140 Page 1 Novem 2001 j , J i�• -�-�'� � n ._- �. t I U .�orM,�4- Ir�Qw, do - vo� fti- A o on NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Hearing on Thursday, October 22, 2009 Commission will hold a Public Hearing at 9:00 A.M., both in the Commission 100 Sea Road, Gulf Stream, Florida, at considered: Stream will hold a Public at 8:30 A.M., and the Town Dn Friday, November 13, 2009 Chambers of the Town Hall, which the following will be An application submitted by Paul H. Bach of BE Design Associates, Inc., agents for Robert H. Dudley, owner of property located at 945 Emerald Row, Gulf Stream, Florida, legally described as Lot 61, Place Au Soleil for the Following: DEMOLITION PERMIT to allow demolition of existing structures in preparation for construction of new dwelling. LAND CLEARING PERMIT to clear building site. SPECIAL EXCEPTION to permit 230.72 sq. feet of covered unenclosed roof projection that exceeds the maximum permitted floor area ratio. LEVEL 3 ARCHITECTURAL /SITE PLAN REVIEW to permit construction of a two -story single family Spanish Mediterranean Revival style dwelling w /two car garage consisting of 4,850.72 square feet and a swimming pool. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: October 8, 2009 TOWN OF GULF STREAM, FLORIDA Rita L. Taylor/ Town Clerk