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10 22 2020 Agenda with back-up
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KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. NOTE: THERE WAS LIMITED PUBLIC ACCESS TO TOWN HALL. THIS TOWN COMMISSION MEETING WAS ABLE TO BE ACCESSED ONLINE, INCLUDING ALLOWING FOR PUBLIC COMMENT. I. CALL TO ORDER Vice Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Participating: Also Present & Participating: Absent w/notice Malcolm Murphy Curtiss Roach Jorgette Smith Amanda Jones Gregory Dunham Edward Nazzaro Rita Taylor Thomas Smith Bob Dockerty Vice Chairman Board Member Board Member Alternate Board Member Town Manager Staff Attorney Town Clerk Chairman Board Member III. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING 07-23-2020 Board Member Roach moved, and Alternate Board Member Jones seconded the motion, to approve the minutes of July 23, 2020 and all voted AYE at roll call. IV. ADDITIONS, WITHDRAWALS, DEFERRALS, ARRANGEMENT OF AGENDA ITEMS There were none. V. ANNOUNCEMENTS A. Meeting Dates 1. Regular Meeting & Public Hearing a. October 22, 2020 at 8:30 A.M. Board Member Smith noted she may not be available for this meeting. Board Member Roach was unsure as well. b. November 19, 2020 at 8:30 A.M. Vice Chairman Murphy noted he would not be at this meeting. Alternate Board Member Jones was unsure about this date. c. December 17, 2020 at 8:30 A.M. d. January 28, 2021 at 8:30 A.M. e. February 25, 2021 at 8:30 A.M. f. March 25, 2021 at 8:30 A.M. VI. PUBLIC HEARING A. Applications for Development Approval Minutes of ARPB Regular Meeting & Public Hearing Held 9-24-2020 @ 8:30 A.M. 1. 1424 N. Ocean Blvd. a. Declaration of Ex-Parte Communication There was none. b. Administer Oaths Town Clerk Taylor swore in Keith Van Druff and Anastasios Kokoris. c. An application submitted by Anastasios Kokoris and Keith Van Druff, as Agents for the owner of the property located at 1424 N. Ocean Blvd, Gulf Stream, Florida, which is legally described as Lots 10 and 10A, McLouth Subdivision. (1) LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a redesigned front entry and a new front door on the existing dwelling. Mr. Kokoris explained that the application was for the replacement of an existing front door with a new front door and to replace the existing window transoms in the entryway with rectangular transoms. Board Member Smith asked if the windows had muntins, to which Mr. Kokoris answered that the windows weren't changing, only the curving above the windows. Vice Chairman Murphy asked if there had been any comments from neighbors to which Town Clerk Taylor answered there had been no comments. Board Member Smith made a motion to approve a Level II Architectural/Site Plan to permit the construction of a redesigned front entryway and a new front door. Board Member Roach seconded the motion with all voting AYE at roll call. 2. 100 Little Club Road a. Declaration of Ex-Parte Communication Vice Chairman Murphy stated he had met with Ross Curtis and walked the area being discussed. b. Administer Oaths Town Clerk Taylor swore in Keith Spina. c. An application submitted by Attorney Thomas Murphy, Jr. and Architect Keith Spina as Agents for the owners of property located at 100 Little Club Road, Gulf Stream, Florida, which is legally described in metes and bounds in Section 3, Township 46 South, Range 43 East and Section 34, Township 45 South, Range 43 East. (1) VARIANCE to permit the extension of the west side of the existing building to the west property line, a distance of approximately 10' further into the required side setback. (2) LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit the renovation of the existing kitchen and the 745 sq. ft. addition on the west side of the kitchen, an employee area to house 2 Minutes of ARPB Regular Meeting & Public Hearing Held 9-24-2020 @ 8:30 A.M. employee lockers, restrooms/changing rooms, and a small lounge. Mr. Ross Curtis, President of The Little Club, stated his role as president was to ensure that the club is doing everything they can to enhance the experience for their members and to provide great working conditions for their staff. He added the club lacked a staff break room, a place for them to eat meals and adequate staff restrooms. To do this, Mr. Curtis stated they would need the board's approval to fully enclose a partially enclosed area on the western side of the kitchen. Mr. Spina then showed some pictures of the existing conditions and what they would like to do to improve the area by enclosing the area on the western side of the kitchen and then totally renovating the kitchen. He added they would be relocating the mechanical equipment on the west side of the roof and then creating wells on the roof, so they would be able to fully screen the mechanical equipment. He added the screeningwould help mitigate some of the noise as well and stated the landscaping would also help to screen the equipment. Mr. Spina stated that the Town had asked that any rainwater that was created on Little Club property remain on their property. To do that, he added, they relocated equipment, screened with parapet and the new parapet would be approximately six inches higher than the Casitas wall, thus keeping the water from flowing over to other properties. Mr. George Morris, President of Las Casitas, stated they were contacted by The Little Club in April and went over their plans and ideas in detail. He added that all Las Casitas owners looked at the plans and based on the representation given to them, they sent a letter to Mayor Morgan in May, signed by all ten owners, unanimously supporting the variance because it dramatically improved their situation. Vice Chairman Murphy pointed out they had all received a copy of the letter from Mrs. Kraft, with the focuses of the protruding mechanical work, which seemed to have been addressed by the presentation. He added that the board was always careful with variances, but the fact that Mr. Curtis and The Little Club had reached out to their neighbors and accommodated their needs spoke volumes as to what they were trying to do. Vice Chairman Murphy asked if there were any other comments. Alternate Board Member Jones thought it looked good, especially with the screening, and was a vast improvement over what was currently in place. Mrs. Kraft asked if Vice Chairman Murphy had walked the property from their perspective to which he answered that the letter asking them to do so came a bit late and he wasn't able to do that but the pictures she sent were very detailed and with what had been presented to them, as well as the statement from Mr. Morris, it looked as if there was going to be a positive outcome. Mrs. Kraft stated there were two variances in front of the board to which Vice Chairman Murphy tried to disagree with her, but she talked over him and continued stating the one variance they did sign in support, because it stated that the noise and odor would be reduced. She added that there were now three larger exhaust fans going up to the north, which is closer to 3 Minutes of ARPB Regular Meeting & Public Hearing Held 9-24-2020 @ 8:30 A.M. their house and she wanted to be sure the tops of the HVAC system didn't show and that the screening was going to be taken all the way around. Mrs. Kraft was confused on the six additional inches to the height of the wall and stated she hadn't agreed to that. Mr. Spina explained that the current wall was located west of their property line so they were building a new wall in order to keep the water on their roof from running over the edge and they had to lift it six inches taller so they could properly take care of the water. He added they were completely screening the mechanical units. Mrs. Kraft wanted to make sure it wasn't only the exhaust fans, but the HVAC as well, and wanted to be sure they didn't have plans to add any more in the future. Mr. Spina stated the renovation that was currently underway was significantly moving and screening the bulk of the equipment. Mrs. Kraft once again asked about the HVAC system to make sure they would not see the tops of the HVAC system and the screen was going to extend west to which Mr. Spina agreed. Mrs. Kraft then wanted to know what the cement wall was that was screening the exhausts. Mr. Spina stated the six-inch extension of the parapet was not what they were using to screen the equipment, it was just finishing off the roof for waterproofing and allowing them to maintain the water on the roof. Mrs. Kraft wanted to know about odor and if they were going to hear the exhaust fans as they were much larger and more than there used to be. Mr. Spina stated there weren't any more than were there currently, but the fans are more efficient, much quieter and would be much improved over the old fans. Vice Chairman Murphy stated that Mrs. Kraft had referred to the Little Club adding ad hoc conditions and added that he could confidently say that wouldn't happen because everyone in Gulf Stream has to go through the appropriate stages of meeting with the ARPB and Commission. Mrs. Kraft kept reiterating that the presentation they were being shown was not what they had seen prior and asked that it be addressed. Mr. Spina stated it was the exact same plan. Mrs. Kraft asked about the color of the screening being white to which Mr. Spina stated it was still white. Mr. Kraft then asked what the screening material was made of to which Mr. Spina said it was a decorative wooden louvered wall. Mrs. Kraft stated that her point in all of this was that every other club or company of prominence has screened all their rooftop mechanics, so she did not think their request was inappropriate. Mr. Spina told her that would be the result once this project was completed. Vice Chairman Murphy asked Mrs. Kraft if her concerns had been addressed to which she answered that The Little Club had not submitted a west view until they asked for one and they appreciated them getting it, but she also wanted to know about the noise and odor. Mrs. Kraft stated that Mr. Spina had said the fans are better but now they were going to be closer to their property and she was concerned about the noise and wanted to know what the impact was going to be and if they could line the wells or put a roof on the wells to reduce the noise since it was quite a giant club now. Mr. Spina stated the club wasn't any bigger and they were just enclosing an unenclosed area. He added the noise would 4 Minutes of ARPB Regular Meeting & Public Hearing Held 9-24-2020 @ 8:30 A.M. be improved and if there was a noise ordinance they would fully comply with that. Mrs. Kraft then asked if there was a noise ordinance. Mr. Spina stated if there was an issue they could add acoustic panels on the inside of the screen walls to which Mrs. Kraft wanted to know why they wouldn't just do that now to which Mr. Spina stated there was no reason to do it now but if it was louder than anticipated or an annoyance, they could add panels, but they have found that with new mechanical equipment, they haven't had any issue with noise. Vice Chairman Murphy stated they had addressed the eight points needed for a variance and believed this was going to be an improvement for the staff at The Little Club. Board Member Smith made a motion to recommend approval of a variance from the provisions in Section 66-260 to permit the extension of the west side of the building to the west property line, approximately 10' further into the required setback. Board Member Roach seconded the motion with all voting AYE at roll call. Board Member Smith made a motion to recommend approval of a Level III Architectural/Site Plan to permit the renovation of the existing kitchen and the 745 sq. ft. addition on the west side of the kitchen, and employee area to house employee lockers, restrooms/changing rooms and a small lounge. Board Member Roach seconded the motion with all voting AYE at roll call. VII. Items by Staff There was none. VIII. Items by Board Members There was none. IX. Public There was no public present. X. Adjournment Vice Chairman Murphy adjourned the meeting at 9:25 A.M. Renee Basel Assistant Town Clerk 5 a� v I by y w '~ '5 w vo~�°a, � � � z tz u \_ UO C b1J 4; p bA cn 4-1 y �L`�., .ate cC O by u W u m w ,� .° �w O WO Ha u ¢� °� w x w O� b-0 N '5 O U A dam'' LO p U) N N 7506 t�. GJ v N r •� O � � LO y W •0 a a w 0 O a '� o u N w cn 1 u u u v w O O C u Cn \ Q) o O o � v u O p i a) o a a? 0 0 .. cn o m E4 cli CD U! P-i ,O C ¢ 0 O 5 E C:) �:D E-+ W U]o LL! Q O c P. 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SCRF C I I i I wAu I I ( I ' 22.7 z I Z D I SETBACK � 1 O I �milm ONE STORY RESIDENCE SITE NEW LANDSCAPING SEE LANDSCAPING PLAN CENTERUNE OF 10' DRAINAGE EASEMENT EW FOUNTAIN w O O O O 0 z - - I NEW LANDSCAPING m h EE LANDSCAPING PLAN ____________________i C I N 178.42' 153.42' _ ASSUMED BEARING_ N. 90" _00' 00" E. _ _ _ _ _ _ _— OLD SCHOOL ROAD SITE PLAN V-20' 1 ASSOCIATES, INC CHaTm ARCH[f m Eighteen vie Mi.— Palm Bach, Florid. 33480 Ph—: (561) 032 1533 Fax: (561) B32 1520 z LOCATION MAP NTS w TOWN OF STREAM SITE DATA TABLE GROSS T� EFFECTIVE LOT AREA z5367:11— F.A.R. CALCULATIONS EXIST. DEMO. NEW NET 1.L FLOOR LIVING 4,119 sq•tL NA 1.521 ec.% 5,640 aq.ft 2nd. FLOOR USNG NA NA 354 aq.f, 354 110L 1st FLOOR COVERED PORCHES 518 eq.fL NA NA 518 eq.fL 2nd FLOOR COVERED PORCHES NA NA NA NA AWNINGS93' 3 SCREEN ENCL O 50% NA NA NA NA GARAGE 810 aq.fL 910 eq.tL 815 eq.tL 815 sq.tL CROSS FLOOR AREA 5.547 aq.fL .11 aq.fL 2.690 aq.tL 7,427 aq.R TOTAL FLOOR AREA PROPOSED 7,427 aq.fL PROPOSED < 7.673 aq.R ALLOWABLE FIRST 20.000 x .33 6.500 eq.fL OVER 20,000(5,368) x .20 1,073 eq.tL TOTAL ALLOWABLE F.A.R. 7,673 agAL TOTAL HARDSCAPE AREA 6.882 aq.tL REQUIRED LANDSCAPE(40% OF LOT) 10,146.8 eq. ft. 40x ACTUAL X LANDSCAPED 11,412 eq. fL 45% APPLICABLE CODES THIS PROJECT IS DESIGNED TO THE 'FLORIDA BUILDING CODE. 7th EDITION (2020) THE FLORIDA BUILDING CODE 7th EDITION (2020) D IISRNG BUILDING THE FLORIDA BUILDING CODE 7th EDITION (2020) ENERGY CONSERVATION THE NATIONAL ELECTRICAL CODE, NFPA, 2020 EDITION THE FLORIDA BUILDING CODE 7th EDITION (2020) RESIDENTIAL THE FLORIDA BUILDING CODE 7th EDITION (2.) MECHANICAL CLASSIFICATION OF WORK THIS PROJECT IS USING THE WORK AREA METHOD SECTION 601.2 LEVEL 3 AS COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) EXISTING BUILDING APPLICABLE CODES THIS PROJECT IS DESIGNED TD THE 'FLORIDA BUILDING CODE, 7th EDITION (2020) THE FLORIDA BUILDING CODE 7th EDITION (2D20) EXISTING BUILDING THE FLORIDA BUILDING CODE 7th EDITION (2020) ENERGY CONSERVATION THE NATIONAL ELECTRICAL CODE, NFPA, 2020 EDITION THE FLORIDA BUILDING CODE 7th EDITION (2020) RESIDENTIAL THE FLORIDA BUILDING CODE 7th EDITION (2020) MECHANICAL CLASSIFICATION OF PORK THIS PROJECT IS USING THE WORK AREA METHOD SECTION 601.2 LEVEL 3 AS COMPLYING WITH THE FLORIDA BUILDING CODE 77H EDITION (2020) EXISTING BUILDING LEGAL DESCRIPTION LOT 2, H.V. POPE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PUT BOOK 31. PAGE 53. PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. ��1IIA((DDITIONSRpEEN[OO��VATIIONSS TO,. R-,1k��((I3 JOH NOTE: mei " �uuuc.wsoicmrx mru��m [:-�7TE.7-UND"- 1'=20'—O" INpA'�c 9/L4/20 a 0 142020 'If Stream, FL EXISTING FLOOR PLAN ASSOCIATES, Eighteen vie Mi— Palm Beach, Florida 3341 Pho..: (561) 832 1533 Fes: (661) 832 1520 z z 0 U Q IRS�JOHN RESMENCE 0 O EXISTING FLOOR 3 PUN a d L�09 = 0 NOIE: Rhll�iai SmuC�leuR/1 aKNRAI �EtluxCR4 eFLmewL sRRtuttt EXISTING NEW NEW FLOOR PLAN 109 BRIDGES MARSB k ASSOCIATES, INC Eighteen Via Mzne �'i �S& Palm Beach, Florid. 3348C Ph.— (561) 832 1533 Fes: (561) B32 1520 IRS JOHN RESIDENCE OVERALL FEW FLOOR PLAN d 22009 0 NOTE: utOel¢�iRN. m�unux.� rnt auwt' 4 .[cmul SVFC�In wr14 .un '.e**iEri mw µOa w1FA�5 NRµM91m = INDICATES EXISTING EXTERIOR WALLS TO RETRAIN = INDICATES NEW MASONRY WALL - INDICATES NEW WOOD INTERIOR PARTITION 9/14/20 - INDICATES EXISTING INTERIOR PARTITIONS TO REMAIN E3l1 - INDICATES EXISTING STRUCTURE TO BE DEMOUSNED - INDICATES NEW ADDITION z ��l A2.1.1 3 SEP 14 2020 ]] INDICATES NEW MASONRY WALL (�1,�'�} CTp Gulf ry� - INDICATES NEW WOOD INTERIOR PARTITION Tow I ®1 GUII Stream, - INDICATES EXISTING INTERIOR PARTITIONS TO REMAIN FLOOR PLAN ____ _ INDICATES FASTING STRUCTURE TO BE DEMOLISHED E Amman, INC Eighteen vie Mi.— Pa1m Beach, Florida 33480 Phone: (SSI) 832 1533 Pas: (561) 832 1520 (M(�t�R�Tf..��&1QQM�Rp3( JOH/Np SIM RESIDENCE II GDIIS U".. FWML III PARTIAL. FMn FMOR PLAN a 0 22009 0 NOTE VEd�rout ¢¢1m[A� SP aAn nL �aS um xmiiw sw- a�4c �nxTm 1/4- = V-0- P�� 3 Y/14/20 o Hft 0 A2.1.2 O FLOOR PLAN RECEIVED,, SEP 14 2020 TOwn Of Gulf Sfrpam ei SHEET LEGEND INDICATES EXISTING EXTERIOR WALLS M REMAIN — INDICATES NEW MASONRY WALL 7)77)77)7777,77,=s — INDICATES NEW WOOD INTERIOR PARTITION a INDICATES EXISTING INTERIOR PARTITIONS M REMAIN — INDICATES EXISTING STRUCTURE TO BE DEMOLISHED k ASSOCIATES, INC Eighteen Via Mi.— Palm Beach, Florida 3348C Pha— (561) 832 1533 Fes: (561) 832 1520 i II 5m GULF9711" FLOREM II PARTIAL FIRV 3 FLOOR PLAN a z 0 d 22009 0 NOTE: LIUL 6FLiRYJ1 SPFIIxLtt �xC4 EnxoTRFx�xFFA �NciLR WIdI�ALs N.vN9an'� -- ------ i 10I.N., CLOS CLOSa;; q i i i i i 4" 4" i BEDROOM 12'x15 a i i i i i I II BATH � I; I PROPOSED LOFT PLAN r"M /0 '7 k01G, 9m11"Offlo ✓AI ASSOCIATES, INC Ught— Via Mi.— 'elm Beaoh, Florida 33480 Phone: (551) 832 1533 Fax: (561) 832 1620 SM M 9CRDOL ROAD LOFT z FLOOR PLAN 3 a z 0 22009 0 NO E 11 ¢W �IUML uGmeµ SPFtaltt SR6.110Es. aivms�m� My �Wp- NRaµ9lr E ASSOCIATES, INC Eighteen Vie Mizner Palm Beach, Florida 3348C Phone: (561) 832 1533 Fax: (561) 832 1520 ERS JOHN RESIDENCE 0 ROOF 3 PIAN 0 j22009 NOTE sirtrt��W SIwC ux•L � � aT AR uuxK.u, OFcmrwL SxfMln xv�io/o u•ii mus rev ws�m x ROOF PLAN SEP 14 2020 Town of Gulf Strum, FL FRONT (NORTH) ELEVATION (ALTERNATE LEFT ( EAST) ELEVATION ► RECEIVED ,4 SEP 14 2020 ±own of Gulf Stream, FL k ASSOCIATES, INC. Eighteen 4i. Mi.— P.1. s..bh. Fl nd. SM80 Ph.— (561) 332 1533 F—: (561) 632 1620 &MRS JOHN 555 c� EXTERIOR 3 M"ATIONS 0 o 22009 0 NOTE NU4RtNaIL Rn1 bxL b�NxK�il. F�iF<�1RIv.L saFuutt a uaR ExRORsmaR� �M � mRMblm CEMENT N.G.V.D.) 4 T.O. EX ST. PLATE EXISTING GUppTTERS—� MATCHrE)OSTINo 1 EXISTING BRICK FINISH QUOINS TO REUAIN— BRICK FINISH TO REMAIN REAR (SOUTH) ELEVATION RIGHT (WEST) ELEVATION RIGHT (WEST) ELEVATION OF GARAGE TILETOROOF TOAMATCH EXISTING I.3iY-a• MATCHUIXISIINGO ^�� MW NEW WOOD FASCIA HATCH EXISTING NEW BRICK FINISH QUOINS 'PAINTm) TO HATCH EXIST, NEW BRICK FINISH (PAINTED) MATCH EXISIING TILE ROOF TO MATCH EXISTING''CC FETI MAATTCHRIXKSTING H NEW FLAT CEMENT TILE ROOF TO MATCH $+9'-1'- (+15'-3' N.G.V.D.) Q T.O. NEW BEAM NEW GUTTERS TO MATCH EXISTING MWWHE; IAOpS NO MWWM��SFU (PAINTED) E NEW BRICK FINISH QUOINS (PAINTED) TO MATCH EXIST. NEW BRICK FINISH - HATCH EXISTING NEW FLAT CEMENT TILE ROOF TO MATCH EXISTING J.+12.-D'- (+18'-2' N.G.V.D.) YT.D. NEW BEAM - EXISTING GUTTERS NEW WOOD FASCIA -MEEAWWTCgH �IX��ISEFi17ING - MATCHRIXISTING H NEW BRICK FINISH - QUOINS TO MATCH EXISTING (+6'-2' N.G.V.D.) FlN.FLA SFp VFO � Town o fG 14 ?a?D ulfsfraam, Fl ASSOCIATES, INC ASCIRfEL'IS Eighteen Vie Mi.— Palm Beach, Florid, 3300 Phone: (661) 832 1533 Fez: (561) 832 1520 ADDITIONS RENOVATIONS T0: MRAMRS JOHN SJRTH RESIDENCE EXTERIOR 3 ELEVATIONS 0 22009 0 A2y1 A2.2 B BUILDING SECTION A2.1 A2.2 RE�RIV SFp 14 E� TOW,? OfGulf SfrOa�, F( 1111 ADDITIONS RENOVATIONS M.111I BUUBING 3 SI MONS a 0 d 22009 0 NOTE: fSw¢�o( uli MO61tSIMAL IM u5 STh1[IURAL rnL OuxCX 6FLI.¢IY vFauT' TMxaR�OlRmSpR � I�iIo�CR u =-T I EXISTING ENTRY — NORTH EXISTING GARAGE — SOUTH EAST EXISTING GARAGE — NORTH EAST PJ 1111J 1 11 V %-T 11 V V 01! — lJ V V 1 11 lO.ft 0 1 " " — b,, IN SEP 14 2020 Town of r"'If kSSOCIATBS, �JjEight— Via Mi— Palm Beach. Florida 3341 Phan.: (531) 032 1533 Faz: (561) 832 1520 ADDITIONS T0: MR.&MtRS JOHN SMITH RESIDENCE EXISTING HOUSE - SOUTH EAST EXISTING BACKYARD - SOUTH WEST EXISTING BACKYARD - SOUTH EAST EXISTING GARAGE - NORTH SEP 14 2020 HRMGES MA k ASSOCIATES, Ught"n Via Mizne elm Beach, n.Ade 339 ph—': (551) 332 1533 Faz: (561) 332 1520 MR MRS SMITH RES 0 0 22009 0 Town of Gulf Stream, FL VIEW TO NORTH FROM EXISTING GARAGE VIEW TO NORTH EAST FROM PROPOSED BREAKFAST ADDITION 1 kecpivF SEP 141�?O Town Of Gulf Stra BRIDGES MARS11 ASSOCIATES, INC CHARTEM eSCBffwm Eighteen Via Mi—r P.hn B.—h, f1.Ad. 33490 Phone: (581) 932 1939 Fez: (591) 932 1920 ADDITIONS TO: MR.&MRS JOHN SMITH RESIDENCE o 55500RM Gu>�.w mle 3 O 22009 0 eo»: �� I + h 9 E X M A N H O L E 6 9 I + + 0 I X C A T C H B A S I N ( R A T E E L = 1 . 0 9 I S T O R M W A T E R R E T E N T I O N C A L C U L A T I O N S A . S I T E I N F O R M A T I O N T - - P r o p e r t y A r e s - 2 8 . 4 1 3 s q . f l . P r o p o s e d D r s i n a g e A r c s - 1 5 , 4 0 7 s q . f l . D r a i n s g c A r e . I m p e r v i o u s S u r f - ( r e n o v a l e d d r i t c y , p r o p o s e d s d d i t i o g d m r o s . e y ' ) - 7 , 1 9 7 % f t . D m i n s g e A r e . P e r v i o u s S t r f a c e = E 2 1 0 s q . f t . I X 5 ' W I E T R A F F I C B E A I O N G C H D R A I N G R A Z E = 1 0 0 T o t a l V o l u m e t o b e R e m i n d - 7 3 7 - f t C . E X H I - T R A T I O N T R E N C H S I Z I N G E n i s t i n g E > l l t n t i o n T r . n c h h h L = T o I s l L n a r c n c e t h o f T h P m t i d d - 3 4 D + 1 . + W = T r e n c h W i d t h = l 0 I t K = H y d r a u l i c C o n d u c t i t i t y _ D . D G 0 0 5 c & q . f t J f t . o f h e s d H 2 = D e p t h t o W a t e r T a b l e = 2 . 5 0 0 D U = U n - S e t u m l e d T r e n c h D e p t h = 2 0 0 B D S - S a t u r a t e d T r e n c h D e p t h = L O D I t V = v o t n m e T r e a t e d = 5 6 5 - 1 1 . r 3 P r o p o s d E > f l n s f i - T r e n c h L - T o t a l L e n g t h o f T r e n c h P m i d d = 3 0 f t W ' - T r e n c h W i d t h = 6 f t ��- - r K = H y d r a u l i c C o n d u c t i v i t y = 0 . 0 0 0 0 5 c f d . q . f t J f t . o f h e s d . S r H 2 D e p t h t o W a t e r T a b l e = 2 . 5 0 f t �� D U = U n - S s m r a l s d T r e n c h D e p t h = 2 . 0 D D D S = S . t u m t c d T r e n c h D e p t h = 1 , 0 0 f t V V o l u m e T r e a t e d 3 2 3 c u . f l . o m T l V o l u m e R e t a i n e d i n E x E l t r a t i o n T n m h e s - 8 8 8 t u f t N o t e s : 1 ) E x f i l t r a t i o n t r e n c h e s a n d s t o r m p i p i n g t o b e p r o t e c t e d f r o m r o o t s w i t h a r o o t b a r r i e r . 2 ) R o o f d r a i n d o w n s p o u t s a r e t o b e c o n n e c t e d t o t h e p r o p o s e d d r a i n a g e s y s t e m . C o n t r a c t o r t o p r o v i d e e n g i n e e r w i t h d o w n s p o u t l o c a t i o n s p r i o r t o i n s t a l l a t i o n o f d r a i n a g e s y s t e m . 3 ) E e i l t r a t i o n t r e n c h d e s i g n u s e s a n a s s u m e d v a l u e o f h y d r a u l i c c o n d u c t i v i t y . C l i e n t m a y o b t a i n a s i t e s p e c k t e s t f o r h y d r a u l i c c o n d u c t i v i t y p r i o r t o e x f r l t r a t i o n t r e n c h i n s t a l l a t i o n . 4 ) C o n t r a c t o r s h a l l m i l l a n d o v e r l a y a l l r o a d w a y c u t s a m i n i m u m o f 5 0 f t . o n e i t h e r s i d e o f t h e e x c a v a t i o n t h e e n t i r e w i d t h o f e a c h a f f e c t e d l a n e . 5 ) C o n t r a c t o r i s r e s p o n s i b l e f o r i n s t a l l i n g a n d m a i n t a i n i n g e r o s i o n + + c o n t r o l m e a s u r e s d u r i n g c o n s t r u c t i o n . 6 ) V i d e o i n s p e c t i o n o f s t o r m d r a i n a g e s y s t e m r e q u i r e d p r i o r t o i n s t a l l a t i o n o f s o d . 7 ) E x i s t i n g s t o r m d r a i n a g e s y s t e m t o b e c l e a n e d , r e h a b i l i t a t e d a n d v i d e o i n s p e c t e d u p o n c o m p l e t i o n o f p r o j e c t . + + 1 p } I X 2 4 ' N Y L O P I A S T D y y A A I I N N ��0 B A S I N V A I N I I I = E X A R E A D R A I N E X S I T E W A L L S O L I D L I D E L = 3 . o G , 1 ? } C R A Z E E L - 1 5 0 D R A I N A G E B A S I N 1 7 8 . 4 2 1 D R A I N A G E B A S I N ��- b + C O N N E C T P R O P O S E D 8 ' h e T I v H O P E T O I X H O P E 1 I X A R E A D R A I N I N V . E L = 1 . 0 0 C R A T E E L = 4 . 7 5 E X A R E A G R A I N J I � - f \ G R A Z E E L = 4 . 7 5 + ) + E x . M o t o r C o u r t + ( t o r e m a i n ) 1 ? a ` ��k I I I I X f i " H O P E I N V . E L = 1 . 0 o � _ - - M 8 ' H D P E w V _ E L - 1 . 0 0 - E X 8 ' H D P E I N V . E L = t A 0 + 1 T f j + ( T O B E R E M O V E D ) E x . D r i v e w a y I s s - ( t o - i . ) _ _ _ _ _ _ _ + f I I < L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I \ + I X 1 0 ' W X 3 b X 3 4 1 I D M T R A I I O N d \ \ � T R E N C H Y A M 1 2 ' P E R F . A D S N - 1 2 P I E - \ T O P O F T R E N C H E L = 2 . 5 0 W P I P E I N V . E L = 0 . 5 0 i r I G R A 9 - A R E A Z E E L D R A I N 3 . 5 J 0 a I I 7 7 , 1 P R O P O S E D 8 ' H O P E ��- w v . E L = 1 . W E A S E M E N T I o I u m I o i d u n t a i n I s p + I + I X L I F T S T A R O N I L - - - - - - I - - - o �� I o m T l V o l u m e R e t a i n e d i n E x E l t r a t i o n T n m h e s - 8 8 8 t u f t N o t e s : 1 ) E x f i l t r a t i o n t r e n c h e s a n d s t o r m p i p i n g t o b e p r o t e c t e d f r o m r o o t s w i t h a r o o t b a r r i e r . 2 ) R o o f d r a i n d o w n s p o u t s a r e t o b e c o n n e c t e d t o t h e p r o p o s e d d r a i n a g e s y s t e m . C o n t r a c t o r t o p r o v i d e e n g i n e e r w i t h d o w n s p o u t l o c a t i o n s p r i o r t o i n s t a l l a t i o n o f d r a i n a g e s y s t e m . 3 ) E e i l t r a t i o n t r e n c h d e s i g n u s e s a n a s s u m e d v a l u e o f h y d r a u l i c c o n d u c t i v i t y . C l i e n t m a y o b t a i n a s i t e s p e c k t e s t f o r h y d r a u l i c c o n d u c t i v i t y p r i o r t o e x f r l t r a t i o n t r e n c h i n s t a l l a t i o n . 4 ) C o n t r a c t o r s h a l l m i l l a n d o v e r l a y a l l r o a d w a y c u t s a m i n i m u m o f 5 0 f t . o n e i t h e r s i d e o f t h e e x c a v a t i o n t h e e n t i r e w i d t h o f e a c h a f f e c t e d l a n e . 5 ) C o n t r a c t o r i s r e s p o n s i b l e f o r i n s t a l l i n g a n d m a i n t a i n i n g e r o s i o n + + c o n t r o l m e a s u r e s d u r i n g c o n s t r u c t i o n . 6 ) V i d e o i n s p e c t i o n o f s t o r m d r a i n a g e s y s t e m r e q u i r e d p r i o r t o i n s t a l l a t i o n o f s o d . 7 ) E x i s t i n g s t o r m d r a i n a g e s y s t e m t o b e c l e a n e d , r e h a b i l i t a t e d a n d v i d e o i n s p e c t e d u p o n c o m p l e t i o n o f p r o j e c t . + + 1 p } I X 2 4 ' N Y L O P I A S T D y y A A I I N N ��0 B A S I N V A I N I I I = E X A R E A D R A I N E X S I T E W A L L S O L I D L I D E L = 3 . o G , 1 ? } C R A Z E E L - 1 5 0 D R A I N A G E B A S I N 1 7 8 . 4 2 1 D R A I N A G E B A S I N ��- b + C O N N E C T P R O P O S E D 8 ' h e T I v H O P E T O I X H O P E 1 I X A R E A D R A I N I N V . E L = 1 . 0 0 C R A T E E L = 4 . 7 5 E X A R E A G R A I N J I � - f \ G R A Z E E L = 4 . 7 5 + ) + E x . M o t o r C o u r t + ( t o r e m a i n ) 1 ? a ` ��k I I I I X f i " H O P E I N V . E L = 1 . 0 o � _ - - M 8 ' H D P E w V _ E L - 1 . 0 0 - E X 8 ' H D P E I N V . E L = t A 0 + 1 T f j + ( T O B E R E M O V E D ) E x . D r i v e w a y I s s - ( t o - i . ) _ _ _ _ _ _ _ + f I I < L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I \ + I X 1 0 ' W X 3 b X 3 4 1 I D M T R A I I O N d \ \ � T R E N C H Y A M 1 2 ' P E R F . A D S N - 1 2 P I E - \ T O P O F T R E N C H E L = 2 . 5 0 W P I P E I N V . E L = 0 . 5 0 i r I G R A 9 - A R E A Z E E L D R A I N 3 . 5 J 0 a I I 7 7 , 1 P R O P O S E D 8 ' H O P E ��- w v . E L = 1 . W E A S E M E N T I o I u m I o i d u n t a i n I s p + I + I X L I F T S T A R O N I L - - - - - - I - - - o �� I + - - - ' I X B A S I N + C A 1 C H 0 " , h + G R A T E E L = 1 . 3 I X C A T C H B A S N - - G R A T E E 1 . = 1 . S B ' r 9 + E x . O n e S t o r y R e s i d e n c e ( t o h e r e n o v a t e F . F . E l e v . = 6 . 1 6 N A V D E x . P o o l ( t o r e m a i n ) O l d S c h o o l R o a d _ B E N C H M A R K : T O P O F N A I L A N D W A S H E R E L E V . = 1 . 5 0 N A V D P R O P O S E D 6 H O P E I N V . E L = 3 . 0 0 I X A R E A D R A I N G R A T E E L = 5 . 8 0 I T O B E R E M O V E D ) D I G G I N G 0 N E C A L L F N C . a � + a L e g e n d + E X I S T I N G E L E V A T I O N P E R 5 1 O ' B R I E N , S U I T E R & O ' B R I E N ( N A V D - 8 8 ) p P R O P O S E D E L E V A T I O N ( N A V D - 8 8 ) - - - 7 . 0 o - - " - P R O P O S E D E L E V A T I O N C O N T O U R ( N A V D - 8 8 ) - F L O W D I R E C T I O N R M E X A L T R A T I O N T R E N C H � A R E A D R A I N o C 2 4 ' N Y L O P L A S T D R A I N B A S I N o + � W I T H B A F F L E h a s I P R O P . B ' W X S O X - ' a E W L T R A T I O N + T R E N D i Y A M 1 2 ' P E R T . A D S N - 1 2 P I + T O P O F T R E N C H E L = 2 . 5 0 P I P E I N V . E L = D . 5 0 . . . . . . + E X A R E A D R A I N G R A T E E L = 4 , 3 1 P r o p o s e d A d d i t i o n ( 1 0 B E R E M O V E D ) P R O P O S E D A R E A D R A I N G R A T E E L = 5 . 5 0 I + p 5 d + - 5 ' D R A I N A G E S T I 0 0 0 > e a E A E N T m d d r 1 m a I r a i 8 + o t o P R O P 0 . 9 : D ! i H D P E P . c I I N V . E L = t f 1 . 0 0 J ) P R O P O S E D B ' H O P E I N V . E L = Z 5 0 B p j 7 1 O + P R O P O S E D R E T A H N N G W A L L D R A I N A G E B N ( D E S I G N B Y O T H E R S ) � M I N . T . O . W . E L T O B E 6 ' A B O V E P R D P Q S E D F I N I S H E D G R A D E + I X C A T C H B A S I N r . . M I N . 5 - ' W I D E T R A F * P R O P O S E D A R E A D R A I N B E A W N G T R E N C H D R A I N 1 o s G R A T E E L = 2 3 5 C R A Z E E L = 5 . 0 0 { s G R A T E E L = 1 0 0 e , , ��p + - - _ _ _ - _ + _ + ! s 9 ! s a ! a P E N 0 - 1 0 2 0 1 0 S c a l e : 1 " = 1 0 ' R e v i s i o n s t R i c 4 / 1 �� s ��� 7 F �� F L P . E . N o . 5 7 4 6 6 S h e e t N o . C - 1 P l a n B a c k g r o u n d f r o m H a r d s c a p e P l a n b y N i e v e m W i l l i a m s D e s i g n R e c e i v e d 9 1 1 1 / 2 0 0 2 0 2 0 G r u b e r C o n s u l t i n g E n g i n e e r s , I n c . General Notes & SDecifictvtions: 1) The contractor shall check all d—ings furnished immediately upon their receipt and shall promptly notify the eeer nginin x iting of any discrepancies. Anything shorn on the dmxings and not mentioned in the specifications or mentioned in the spccifcetion and not sho,m on the drawings, shell be oflike effect as if shown or mentioned in both. 2) Figure marked on during, shall, in geoeml, be f flawed in preference to scale meosusemants. Large scale dmxings shall in general, govern ..It scale dmxings. The contmctor shall compere all dmxings and vcrifv the figures before buying out the work and will be responsible for any .rocs which might bare been avoided thereby. When dimension on the dmxings are effected by the type of equipment selected, the contractor shall adjust such dimensions as condition my require. 3) If the contr.etoc in the course oftbc, k, finds any discrepancy between the dmxings and the physical conditions of the loc,lily, or in the drawings or in the layout as nren by points end instr ction , or discovers mtforeaeen underground or ,bore ground condition or any it,,, uuspm,ted conditions requiring additional.vork by the contractor, it shall be his duly to madiately inform the engineer, in writing, and the engineer shall promptly cheek the.coumcy of the iNOmution. An, work don after such discovery, until any necessary changes are authorized, ,rill be done at the con —nu s risk. 4) If,nv part orthe—oactoe, work depends, for proper execution or results, upon the work of any other mntmcta the contractor shall inspect and measure xork already in place find shall at once report to the engineer any discrepancies behveen the executed ,rock and the drawings. 5) The engineer or his authorized representstirc sball have free access to the work of the —sous for at any time for the purpose of impaction Thec,nu,,I,r shall furnish the facilities to determine, as best as can rcason,bly be done, the .tore and gmliw of the nark performed. Slxhassistance ofthe contractor ary, ctor shall, ifneaces, include the uncovering, testing or removal of portion otthe finished —11 6) All debris sha11 be removed from the area and legally disposed. Debris my be burned upon obtaining proper bunting permit but ant' unburned remain ere, to be disposed of., directed by the owner or his repreaenmti e 7) The contractor shall be responsible for protecting all buildings, stratum, and utilities that Arc underground, above ground, or on the surf,ce against cons—ti.n operations that may be hamrdous to said facilities and shall hold told save the. —a, hamdess against ell claims ofd.—Sc. Thecuntmctor shall. by repair or replacement, relunt to cgnal or better condition all pavement, >i ic-11k, lawns. utilities and other items damaged by this wnhuction wi,ity. 8) The contmctor shall be responsible for obtaining all required tests and shall submit reports by so independent testing labomtor' approved by the engineer. Should any test fail to meet specif cation as she— herein, the contmctor shall, nt his expanse, correct all deficient work and subnut laboratory test esuits sharing compliance with these specifications. 9) All work shall be performed in a ,mrkm,n like =mar and shall conform with all applicable City, County. Stele and Federal regulation Cnd/ur Codes. The contmctor shall obadn all permits and licenses required to begin,mrk. 10) The contractor shall ,isunlly examine the construction site la determine the amount of cleanse and existing facilities to be replaced, removed and/or relocated which may be required in order to complete the work. 11) The —tractor shall give the engineer 48 hours notie, prior to =,Ing required inspections and shall supply all equipment necnsery to properly test and inspect the completed ,mrk. 12) The contractor shall guwmntse all ,rock and =[ad,], for, period of oyear horn the date of project scaeptance, during ,,hi.h all faulty eusins, on and/or materials shall be contxted at the cmumctots xpense 13) All ,mrk shall be acwrnphabed jn a cafe aad,w k—flike manner. The contmctor shall comply with all applicable laws and regulation of any public sand/a, Tri, so, body h„ing j.n du. on for the aafety of person or properly or to protect them from damage, injury err loss and shall erect and maintain ell necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically .ith the contractor. Local agencies and their employees and agents are specifically indemnified and held harmless horn anv actions ofthe contractor relating to the safety procedures implemented during construction and from -3 claims brought by a- persons regarding safety. personal injury or property damape. 14) Minimum Construction Inspection Checkpoints: 1)Prior to any major deviation from the approved plan 2) Prior to backfilling of i trenches containing hydmudic conduits so th,upinting may be mutually approved B) Upon completion of subgmm de compacting 4) At the time of deli, cry of base material 5) Upon completion of the base and prior to priming 6) Immediately prior to and upon the fiat and second applications of the plant mixed wearing course 7) Upon ompledan ofconstrvction, ,final inspection will be made with project representative 15) All unsuitable material such as mock, marl and debris shall be oved from the Timis of coastootion and legally disposed. At the enginecf, direction, muck my be stockpiled on the site at designated loc,lion for use, in L,ndsc,ping. 16) All material and equipment to be furnished and/or installed by the contractor for this project shall be guaranteed for, period of one nr ftom the data of final e,captame, thereof, against def live materials, design and ,rorkourship. Upon receipt,(notice from the r .frail.of any pert of the gimmnteed equipment or materials during the gu,us— period, the olfected part, parts or materiels shill be replaced promptly with new pans or materials by the conem tee al no expense to the „mar. 1n the even the ,ontr,ctor fails to make the ncesmry replacement or rep,i,,,thin sc,en (7) days after notification by the owner, the owner may acromplish the 1 at the expense of the wntmctor. 17) The contmctor shall complete "n 1 uih' irdbrmation re].It,rc to pipe lengths, materiels and any de,is m, ftom plans and provide a copy of such t, the owner end ,nginae, for Dust .... pane, of the wntractors,mrk. MIN. COVER TO RIGID PAVEMENT, 4' FOR 12'-2e 6' FOR 30'-60• NOm L BAD(FILL MIN. COVER TO OBLE PAVEMENT, H BAOTILL SUBGRADE 1) ALL PPE SYSTEMS SHALL EE RLSTAUEO N ACCORDANCE PITH ASBM DOSA,'STADAIID PRACTICE FOR ONFNROUD IPSTAUAIM FF TERMOR/STIC PPE FOR SEERS AND OTiR GRAM FLOW APPUCATONS' LATEST ADIXTMN 2) MEASURES SIDIUD BE TAKEN TO PREVENT MIGRATION O NATIVE FOPS NTD BADff6L MATERIAL WRX REOIRO sM SERE THE TIENCN BOTTOM B UNSTABLE, TIC CRORACTOR SHALL EXCAVATE 7D A DEPTH FEDURD BY THE ENGINEER AND REFUGE MIH SUITABLE MATERIAL AS SRVIFD BY THE EN(DNEDtt AS AN ALTWIATIAE AMID AT THE DIRDRETRON OF THE DEV A ENGINEER, THE TRENOH BOTTOM MAY BE STABILIZED 1L4NG A RDEXRE MATERIAL 4) ill= SUITABLE MATERIAL SI BE CAST G 0 OR R THE CONTRACTOR SHALL PROVIDE DOgUENATRN FOR YATERt SPELSIGTON TO ENG M UNLESS NOTED Ef THE ENONEER, MINI BEDDING MOCIES5 SHALL BE C FOR 4'-24- PPE; 6- FOR 30'-W PPE 5) tAnu ,arxTO I. SALABLE MATRAL SHALL BE OAS L I OR 101 THE POE ZONE El(IDIIfMG NOT LESS THAN r ABOVE: CROON OF PPE THE COINRIICMR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPEOFlGTON TO ENGINEER. MATERIAL SAU BE INSTALLED AS ROOM N ASTH D20. LATEST SECTION. 6) MNMUY COVER WON COVER, H O NON -TRAFFIC APPLICATIONS (GRASS OR LWOSJPE AREAS) IS 12' FROM THE TOP O PPE TO MIND SURFACE. ADDITI N& COVER MAY BE REONOEO TO PREVENT R-OkTAIDN. FAIR TRAFFIC AFflN'ATONS, MwI UM COYER. It IS Ir IP TO 487 ONEIER PPE AND 24r OF COVER FOR 54'-6D' OMETEH PPE, MEASURED FROM TOP OF WE TO BOTTOM OF FIDBIE PAVEMENT OR TO TO' OF RI® PAVEMENT. TRENCH AND BACKFILL DETAIL N.T.S. 24" NYLOPLAST DRAIN BASIN NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET rRU rTtii 7�p7p�� �7i,�i;7�J�j�`�7"�"7c`-»ir71`7!07`71��7�`��y7"7�p➢!r`)��l``��1�`7!O EXILTRATION TRENCH ELEV. 2.50 LENGTH PIPE i;:4;yti4M1•Mh;•;•;!y•Sr: i•. ii••••i�i•:•iii�:��•••• iti�i�:�:�:' ACCEPTABLE FOR USE IN ••••• ya•a•••y{•••• • r{• •':••• •WwW:':' wY•rrw• r •Y .•• •••�•YYM}•4YL�i••••1••4Y4•r� TO HAVE MIN. 12' OVERLAP NO. 4 CLEAN, "al OR APROVED EQUAL EXISTING EXFILTRATION TRENCH DETAIL N.T.S. 24" SOLID LID � Y STANDARD APPROX. DRAIN AREA = 194.60 SO.IN. APPROX. WEIGHT WITH FRAME - 124.00 LEM STANDARD CRATE HAS H-25 HEAVY DUTY RATING SOLID COVER HAS H-25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7D-50-05 MATERIAL DUCTILE IRON PAINT: CASTINGS ARE FURNISHED W1H A BLACK PAINT LOCOING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE/COVER Ix' CAST IRON GRATE I I rn 0 00 t, O o o0 st"Aso (N- RATED wtAM AREA - @. $ RQI roM® OIAIE 01EA F>R FAtt AgE4 err t FEOESR6W (H-10) RATED SOD MIE gAYAFEA - Slk m w0A Ib Iri�CTILE DtON rR.iTE l� ID wB1N AREA - N.7 SY. ItAT Idm--v sLD Daum WTOIAl: GAS( RLTN OIWn: W1WA 9WL mBaa Ter ASN AAe - vs � PAwC A LaAIXts AF RR9tD YN A PAIIR NMI TYPE OF (RATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NOS, OR APPROVED EQUAL GRADE ES L00 4007j�S�q��7i�7i0 �:�•� 'if•:�••r:ti'•••••r• Ml~•Mi� I ••. •y••W�r•� r.... r.M.•..•. r. ACCEPTABLE FOR USE IN EXPLIRATION TRENCH NO. 4 CLEAN_ 2 ALL FILTER FABRIC SEAMS WASO ROCK TO HAVE MIK 12' OVERLAP as IN '. MINT 140 Ni. FILTFABRIC OR APPROVEDEQUAL PROPOSED EXFILTRATION TRENCH DETAIL AREA DRAIN DETAIL N.T.S. 48 HOURS BEFORE DIGGING CALL I$n0-J__770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. a•u� �tis.s•��v M - N -TS DD rTme5 ill BE 1P/IEID YN YRAFl 1-0 ML FNG ARRafFD E➢IIAL 9RAC IE46 cars DRDT BST can w srsRTR RSR ALL PEP LAD P,C FPIIL 9GVL RNNE A YYMl6'6 Fl✓iTDN FMIOt v ¢mx m tE3$ (a <Dmx) ,.� wE 9ff ARID STsr• FmIDN— li r OR 9ALL ff 'FOAL Ilw Ql � S NOTE PAD A-2= 50 ]6 OI RG, P1D IIIN D-RNa AEU, ND EDNAINUas tANRiff ARE AO�PNBF smEYs DIRECT RISER INLET: TYPICAL INSTALLATION N.T.S. CEP r°wn of Gulf Strew m, FC 0 2020 Gruber Consulting Engineers, Inc. ��" E L A w c A R P u s I I j M A R I O F . N I E V E R A I I I S t a t e o f F l o r i d a I L A V . N ' L a n d s c a p e A r c h i t e c t i I I i B O X W O O D I R e g i s t r a t i o n N o . 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E C U 3 .a tv U N a) �- p C O > U O O (D >, 3 01 0 0 N @ 0 U 'S SO ^C: � = C O C Oavi cU a7 �' CO v E cm @ O O 0 (0 O U a) 3 N cn o0 ova, C co E O 00E co 0 cv co o c 6 S U UJ S c- o CL V V C9 E D E C O Ez aV t a) N } Cl. ff 0 a) U U i C RS @ O > m G a? CO cQ L. n w V C. m -O •2 O z D C N � c N •U tu O i- _ttCp U C i co C 'D Q) a co m w m C.• N Q) O O 0 ` N cu N CD 3 O O O .0 O (1) N Q cu O a w ro N uj �• p O N � as A t) {C9 CO _O O O C C E 0 0 uj O C .L - o cc y a) Q) N 'zNz cm C cv co 3 o v � C > �> C } a ° c 0 E o 0 � C C lU a) m ca . c c > CD > O -0 U A M O C O C O O_ O ~ O co j O L 0) 0 m ai °� 0 t ro Q = o x LLJ t0 iZ c4 MEN 0 c7 O N co Q Q E u *�0N co ABBREVIVTISIM PRI ATE RESIDENCE wDC umu w HIP g BY DATE n ASV. AN YE ACOUs. ACOUSTICAL H.C. HOLLOW CORE IBWD. HARDWOOD HARDWARE R.O. ROUGH OPENING RWD. REDWOOD RW.L. RANWATULEAD£R AD1. ADRISTABLE AL. ALTMNUM FBWE. HUT. HEIGHT S.C. SOIIDCORE APPROX. APPROXIMATE TOR.. HORIZONTAL Sc_. SCHEDULE BD. BOARD ID. INSIDE DIAMETER SET. SHEET BI1>G. BORDING BLK. BLOCK INLAND. INCANDESCENT INSLIL INSULATION SIM SMB.AR SQ. SQUARE BOT. BOTTOM INT. DSITRIOR SST. STAINLESS STEEL CAB. CARNET CE0. CERAMIC IT. JOINT LAM LAMINATE STD. STANDARD — STEEL C... GSTBON CLR CLEAR UV. LAVATORY IOC. LOCATION STOR STORAGE STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIRSM SURE, SUSPENDED CONS. CONCRETE MESH. MECHANICAL SYM SYMIBTRICAL CONK. CONNECTION CON, CONTINUOUS MET. METAL MFR. MANUFACIURFA T.C. TOP OF CURB TEL. TEIEFHONE CT SK COTMIERSUNK MN. MBiMUM T&G TONGUE AND GROG DECOR. DECORATIVE DDT. DETAR MiSC. MISCELLANEOUS MO. MASONRY OPENING THK THICK T.O.C. TOP OF CHIMNEY D.F. DOUGLAS FB MID. MOUNTED T.O.FR. TOP OF FRAMING DIA DIAMETER DIM DIIENSI- MUL. —ON N.I.C. NOTINCONIRACT T.O.L. TOP OF LEDGER T.O.P. TOP OF PLATE ON. DOWN NO, NUMBER TOM, TOP OF PLATE D.S. DOWNSPOUT DWG. DRAWING N.T.S. NOT -SCALE O.A. OVERALL. M. TYPICAL U.O.N. UNLESS OTHERWISE EA. EACH OBS, OBSCURE NOTED EL. ELEVATION ELEV. ELEVATOR OC. —ENTER OD. OUTSIDE DIAMETER VERT. VERTICAL VEST. YESTBIRF EIEC. ELECTRICAL EQ. EQUAL OFF. OFEUE OPNG. OPENING I.—. VERTICALGRAN W/ WITH EXHAUST E%P. EXPANSION OFT. OPPOSITE PL PLATE WO WITHOUT W.C. WATER CLOSET EST. EXTERIOR PUS. PLASTER WD. WOOD EXIST. EXISTING FF. F,,HHFLQGR PLYWD. PLYWOOD PR PAIR WDW. WINDOW WH WATER HEATER FLASH FUSIHNG FLUOR. FLUORESCENT PRCST. PRECAST P.T. PRESSURE TREATED WSCT. WAINSCOT WT. WE— FT. FOOTFEET PN. PARTITION SYMB. SYMBOLS FIG. FOOTING G GAUGE Q.S. QUARRY TILE RID. RADIUS A- ANGLE OALV. GALVANIZED REINF. REINFORCE ® AT GL. GLASS OR. GRADE REQ. REQUITED RM ROOM CEN11A LINE DIAMETER OR ROUND GYP. GYPSUM H.B. HOSE BBB % POUNDORNUMBER Pn991E@u TUN ARCHITECT: SURVEYOR RANDALLSTOFFTARCHITECTS CAULFIELD&WHEELER,INC 42NORTX SARJTONAVE.,SUITE1 ]DIGLADE6 ROADSUITE100 DELRAY BEACH, FLORIDA 3J444 BOCARgTON,FLORIDA33934 TEL: 561.243A79B TEL 561.382.INI CONTACT: FREDYPOLANIA CONTACT: JEFFWAGNER EMAIL: FREDYQSTOFFT.COM EMAIL:jwapnar�cwtaasoc.00m LANDSCAPE ARCHITECT AGTLAND LANDSCAPE ARCHITECTURE 132 NORTH MNTON AVE DELRAY BEACH, FLORIDA 33,1 C TEL 561.276.5050 CONTACT: CAROLPERU EMAIL: wrol�apRan6.wm ARCHITECTS STATUS: A THE ARCHITECT SHALL NOT BE RESPONSBLE FOR AND WELL NOT NAVE CONTROL OR CHAAGEOFCONSTRUCTONMUNS,MEIHODS,TELFNIQUES, SEQUENCESOR PROCEDURES, OR FOR THE SAFETY PREGUTONS AND PROGRAMS IN CONNECTON WITH THE WORK AND HE OR SHE WRL NOT BE RESPONSIBLE FOR THE CONNUCTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRAR DOCUMENTS. THE ARCHITECT SHALLNOTBE RESPONSIBLE OA HAVE CONTROL OR VER E OR OMISSIONS OF THE CONTRALTO SUBCONTRACTORS OR CHARGED A R EMP YFFS OR ANY OTHER PERSONS PERFORMING ANY OF ANY OF TITER AGENTSO IA , THE WORK CODES: A ALLCODES HAVING NRISDICITON SHALLBE OBSERVED STRICTLY INTHE CONS 1SUCTTON OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, UFTY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FEE CODES. CONTRACTOR SHALL VERFY ALL CODE REQUIREMENTS AND UM ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF TIT ARCHRF.CT. THE PROTECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE INSTITUT ENTBFOR LODNS EU CONCRETE (ACIJIB-IM EDITION). (AMERIGN INQUREMEFSIEELCPELTICATION FOR MASONREDITION. BUILDING CODE 1-U,TMA 3). ANDDINGC DE REQUIREMENTS FORMASONRYSTRUCTURES(ICI 530.13/ISLE SPECIMS 40 ONS FORDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECFIGTIONS FOR WOOD CONSTRUCTION (ANSIMFOPA NUS-3015). B. THESE PUNS AS DRAWNANDNOTED, COMPLY WITH THE BIAIDMG ENVELOPE ENFRGYREQUIRFJ.IENTSOFTIEFLORDAMODELENERGYCODE CONTRACTOR SHALL FAMRJARIZEHMSF WITHTHEGOVERNMOCODEMTIPSENITR£T'AND BUILDIN ACCORDANCE WITH ALLPROVISIONSOFTMSCODE. PERMITS: A THECONTAACFORSHALLBEAESPONSIBLEFOAOBTAMMGALLREQUIRED BUIIDMG AND TRADE PERMITS AND FOR THEIR AESPECTNE COSTS JOB CONDITIONS: A THECONT MRSHALLWSRTHEPROIECTSITEPMORTOSUBMHTALOFBIDAND /OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH TLECONSTRUCITONDOCUMENTS. UISCREPANCEBETWEEN S BEEEN CONSTRUCTION DOCUMENTSSHALLBEBROUGHTTOTHEARCHITECTS ATTE THWITTING FOR F CLA CATION. BIDS SEALLNOT HE SUBMDTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONIRACI'OR PRIOR TO CLARIFICATION OFTHE INTENTOF THE CONSTRUCTION DOCUMENTS WHERE SUCH INT NF IS IN DOUBT. BACK CHARGER WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOTSCAIEDRAWINGS. C. F WORK 1S BEING PERFORMED MAN MSTING BUBDMG AND IOR AS AN ADDTRON OR ALTERATION(S) TO AN EMSTING BUILDMO THE CONTRACTOR SHALL VERIFY All EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTNCAL SYSTEMS. ANY DISCBUANCIF_S BETWEEN THE EXISTING IATIONSANDCONSTRUL DOCUMENTSSRALLU BAOUGHTTOTHE ARCITRF.CIS ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES SUPPLIERSSUBCONT ANDOTNER PROVBFRSTOMSORETHAT THE WORK WHEN COMPLETED WR.L BEM BENAACCORDANCE WITH THE FTTEN'T OF THE CONSTRUCTION DOCUMENTS, D. CONTRACTOR SHALLBE RESPoNSIBLEFORADBQUATE BRACING OF ETRULTIRAL ANDNON-STRUC MEMBERSDURINGCONSTRIK-ITON. WORK NECESSARY TO COMPLETE CONSTRUCTION: A RIS THE PIIRPOSEOF TEST PUNS AND SPECFICATO.NS TO DESCRBEA COMPLETE AND FINISHED PROJECTOTIER THAN RAMS MARKED M.I.0 MOTH CONTRACT) CLEAN UP/REPAIR: A THE CONTRACTOR SH UMAINTAIN THE PREMISE CLEAN AND FREE OFALL TRASH, DEBRIS,ANDSHALLPROTECIAUADIACEM KFAOMDAMAGE SO1lJNG, PAINT OVFRSPRAY, ETC. ALL FEK URES, EQUIPMENT, GLAZING FLOORS TIC. SHAUBE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT B. TEECONTRACTORSNAIL lSAND/ORRPP MALLTTFAISDAMAGEDBY THE PROCESS GFCONSTRUCITONANDSHALLFMRHAUPATCRWORKSAND REPAIASTO MATCH ADJACENT ARBA S AND SURFACES. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A PER2037FBC-RFSMEMIAI,TABLERJ01.2(1),'SUBJECTTODAMAG£ FROM WE.ATHU.. IS UUSSFEDAS NEGLIGIBLE'. TERMITE DAMAGE IS CLASSFTED AS YERY HEAVY. S. ADDITIONAL NOTES UNDER EARTHWORK n FRONT ELEVATION DO�n1D4G3MC�4001�1 Mula-3g QCE[n1C MIL i2mwommCum EARTH WORK: TRUSSES: A. PEAFOAMALLWORKNCONFORMANCEWITHTHEFMALSO ,LOMPACITONAND A. TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEM IN GEDLOGIGL REPORTS. NATURE HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS SEEN DESIGNED UNDER B. FOIINDATONS SHALL BEMONOLRMC OR SPREADFOOTMGS BASED ON ASOR �`TSSUM�GNTHATTHEFRAMMGSCHFMESHOWNWHE CLOSELYPARAILFl THE ISFO G PACTYOF 25EMP OMALCORSENVERIFlCATIONSHSLL AS_ THE �ALTRUSS MFG.UYOUT.TMSFRAMMGSCHFME (DIRECTION OFTRUSSE6, MAbA BEkE GNDARCHITECfP PSF FTB $TAATOF ERIFICLKTON. G.T.BEARING POINTS,—)CANRE MOD= ONLY AFTER OBTAINING PERMISSION F RDWHOMUSTREVEWPROPOSIDCHANGES FROM THE PRIME PROALREVIALO RECO ND MAKE RAL REVISIONS ACCOPDMGLY FMALSIGNED AND SEALED ANDGRUBBING WIHAS MINIMUM OF FTED AND C AFTER STANDARD CLEANING APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOHSHALLBECOMPACTEDTO95%MODFTFDPROCTOR(ASTMDI55I) TOA DISTANCEOF 5 FEET BEYOND ALL BUIDNG EDGES. AT LUST ONE FIELD DENSITY TEST SHALLBE PERFORMED FOR EACH 2500 SQUARE FEET OFARG. OENSTYTESIS ARE TO BE MADE 13 NICHE$ BELOW THE COMPACIFD SURFACES. RESULTS OF PROCTOR TEST(S)ANDEIEID DENSITY TUT(S) SHALLBE FURNISHED TO THE ARUHITECTENGMEER. E FILL SHALLBECLEAFL WETLGRADEDSAND,CUSSMCATIONSW PER ASTMD245To9 (TS)WITH LESS THAN —PASSING 200 SIEVE. FILL MATERIAL SHALLBE PLACED M LEIS OFNOTMORETRAN 12-AND COMPAUI'EDASABOVE F. TERMITE PROTECTION SHALLBE INACCORDANCE WITH SECTION ISH OF THE FL BUILDING CODE 201T. CONCRETE: A GENERAL: ALLUONURETE WORKSHALLCONFOEMTOALL RECOMMENDATIONS— B. PORTIAND CAMIM: ASN1 C-IM TYPES TOR D. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMIM FOA SOIL CONTAINING SULFATE CONCENTRATIONS OF MORETIGW 0.2 PERCENT. C. WATER: FROM DOMESTIC SOfIRCES, CLEAN.POTAELEANDFREEFROM ALLORGAMC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C-33 FOR SUBS ON GRADE. E. SAND ASTM C-33 FOR SLABS ON GRADE F. FOUNDATIONS:INSTALL AS INCLUDED INTHFSE DUNG'S. OR AS AMENDED RY THE FMAL SOILS REPORT. G. VAPoRRAARIER: BENF THSLABSTOBE6M N. CONCRETE SHALL HE READY MIX&HAVER MINIMUM COMPR£$$NE STRENGTH OF 2j00 PSI POR FOOTINGS & SLABS ONGRADE & J,000 IFOR BEAMS, COLUMNS AT28 DAYS. ALLCONCRETE WORX SHALLCOMPLY W/TEE REQUIREMENTS OF THEISM BUILDING CODE (ACI31&14)THEACI DETAILING MANUAL(AG 3]5MMT EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ALI 301/UTEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SP£CFIGTONS. WELDED WIDE FABRICSHALLCOMPLY WTTHASTM A-IBS,UNLFSS OTHERWISE SPECDTFD. PUCB FABRIC i" CLEAR FROM TOP OFTHE SLAB M SLAB ON GRADE UP ALL WWF A MINIMUM OF 6INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANLF. FROM HIGH STIENGTH BILLET STEEL CONFORMING TOASTM DESIGNATION A415 GRADE 60, LAP ALL PARS MINIMUM 48 DIA. U.N.O. ON DBAWMGS. ALL HUMS IN REIIVFORCABM S BE ACI RECOMMENDED HOOKS UN O. REINFORCING STEEL: A ALLWORK SHALLCOMPLY WTE THE REQUIREMENTS SET FORTH M THE "MANUAL OF STANDARD PRACTICE FOR DETAILING AEHFORCED CONCRETE STRUCTURES' PUBLISHED BY T E AMUICAN UONUETPINSTTTJT, EXCEPT WNEREMORE EXACTN REQUBFMEMS ARE SPECHTED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING BTEEL SLAB ON VAPOR BARRIER 2' (ELEVATED 1)S-) • BEAMS AM COLUMNS 11/2" • FORMED CONCRETE BELOW GRADE Y WALLS T CLEAR OUTSIDE FACE I — CLEAR MS.E STABS 3N• CLEAR ATTOP IINTERIORM 1)I-CLEAR AT T .BEAMS I1 CLEARTOSTIRRWS • COLUMNS 1 —CLEAR TO TES C. REI.YFORCMG MESH: ONGRADE BUILDING SUBS SHALL BEAD -JIB ELECTRICALLY W MDWIREFABRIC,SIZESANDGAUGESASSHOWNONTEE DRAWINGS. D. GENERALBEAMMOTFS: I) SCHIDIRE HOOPS OR STIRRUPS SHALLBE PLACED ATEACH £4D OF BEAM U.— 2) BUNDLE ALL STIR BEAM TOP BARS IN PAIRS OVER SUPPORT W/TOP BARS FROM ADS. BEAMS. 3) ALL TIE BEAM REINFORCING SHALLEXTEND INTO SPAN OF ANYADJ. SIR BEAM PER STANDARDASTM BENDING DIAGRAM. 4)TE BEAM DEPTHS ARE MIT. AND MAY BE INCREASED (S' MAXJTO FR BLOCK WORK AND WINDOW ANDDOORHEADS. 5) DROP BOTTOM OF TIE BEAMS. AS REQUIRFD,AT WINDOW & DOOR HEADS (2&' MAX. BEAM ADDED & ADD 3 MS BOTTOM, F DROP E%CEEDS 8' U.N.O. ON PUNS. 6) ALL ADDED LONGTTBDMAL BEAM REMFOACMG SHALL EATEND 6" MTH, INTO SIR'PoAT U.N.O. STRUCN MITITD TO TI3EARCHITECT FOR REVIEW ENGNARING TRUSS DRAWINGS MUSTBB SUB PRIOR TO POURING OF FOUNDATION. B. WOOD ROOFTRUSSES ARE TO BE DESIGNEDFORTHE WOODFABRIGTOR HYA PROFESSIONAL SPECIALTY ENGINEER REGISTERED MTIE SPATE OFFLORBA. TRUSS FABRICATOR TO PROVIDE PRE-FABAICATFDHANGMS AS REQUIRID. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET MEFAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. o_ OF_CIGN SPECIFlGTONS FOR METAL PLATE CONNECTED WOODAOOF TRUSSES PER CONCRETE UNIT MASONRY: A THIS PROTECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 5-3A 5-H—S 40L 13, BUILDING CODE REQUIRE FOR MASONRY STRUCTURES AND THE COMMIMARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. AEINFORONG STFc1. LAP RFJNFORCING NOT LESS THAN 46 BAR DIAMETERS AT SPLICE INWALLREINPoACMG. LAP HORFANAL REINFORCING A MINIMUM OF IS,' AROUND CORNERS. HORIZONTAL BARS SHALL SE TIEDTO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PUCMGOFMO O.WAL MINED MG INJOINTS ORMORTARWILLNOTEEPERMITTEDEXCEPTFOAWIREJOMI REINFORCING. C. FOUNDATIONDOWEIS: SHALLNOTHESLOPED-RETHAN ONE HORIZONTAL-6 VERTICAL TO ALIGN WITH BLOCK CORE D. CT.FANOUTOPENMCSSHALLBEPROVIDEDATBOTNMOFGROLTFD CEI]S. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL U ASTM C-90 TYPED WITH MINIMUM COMPRESSIVE STRENGTH OF I900 PSI ON NET ARU OF INDMDUAL UNITS. ALLUMU SHALLHE LAID M A FULLBID OF MORTAR M RUNNING BONDU.N.O. ALL REINFORCING SrFF1. SHALLBE MANUFACTUREDFROM HIGH STRENGTH BILLET STEELCONFORMING TO ASTM DES IGNATON A— GARDE 60. F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECFICATION C-210 WITH A MINIMUM COMPRESSIVE STRENGTH OF I800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENO EM IS REQUREDFOR THIS TIDIEST. G. GROUT SHALLIDEA HIGH SLUMP MIX (8'-11')M ACCORDANCE WITH ASTM SPEUDTGTION C< HAVING A MINIMUM COMPRESSIVE STRENGTH OF T, PSI. NO TESTING FOR GAOIR STRENGTH IS REQIRRFD FOR THIS PROTECT. H. PROVBE9GAUGEHORLZONTALIOINREINFOACFMIM(LADDERTYPE ONLY)AT EVERY SECOND COURSEFOR ALL EXTERIOR WALLS. I. —CONCRETE MASONRY BEARING AND SHEAR WALLS M113TBE MSPECFED BY A M FTIBFOUNDATION ISM'&2NDFLO0R MFRU TPAIOATO POUR GO OTB BEAM ENG JI1S S. CONSIRUCIION SHALLBEMACCORDANCE WITH THE'SPECR PZ. FOR THE DEMEAN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY' PUBLISHED BY THE NATIONALCONCRETE MASONRY ASSOCIATION. STRUCTURAL STEEL: A WORKMANSHIP. WORK SHALL COMPLY WITH A.LS.C. UFD I3TH EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECOTFD IN THE CONTRACT DOCUMENTS, B. ALL STRUCTURAL STEEL SHALL RE FABRICATED AND ERECTED IN ACCORDANCE WHHTIEUTESTAES OODE. STRUCTURALSTEELSHALLCONFORMTOASTM SPEC - ONAl6. ALLSIP.ELTUBING&PIPESHALLOONFOEMTOASTM SPECIFICATION I NIGRADES01-KSU. ALLSIPE.TOHAVEASHOPCOATOFRUST RMBTIVE PAINT. ALLSHOP ANDFIELD WELDING SHALL HE PERFORMED BY WEEDERS QUALFED, AS DUUBED M'AMERICAN WEEDING SOCIEIYS STANDARD QUALIFICATION PROCEDURE' (ASW DI.1), TO PERFORM THETYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE EAXX ELLCIRODES, ROUGH CARPENTRY: TIMBER UNLESS OTHERWISE NOTED GNTLEVFAED A ALL BEAMS INSTALLEDED WITH CROWN BEAMS SHALL BE INSTALLED WITH CROWN GOWN. NPINE62 IN. STRFSSGRADELUMBEROA A STRUCTURUALTHERTO BE S WAN (M ) APPAOVID EQUAL THE MM. ALLOWANCE PROPERTIES AREAS FOLLOWS: • FB=1,150 PSI FV =90 P51 E=1,600,000 EXTANT PRESSUAETRUTED FOR USE AGAINST B.3'MINIMUM BEARING BY BRAINS AND GIRDFR$ON MASONRY OR CONCRETE CONCRETE AND MASONR, R 2 i"X4" MINIMUM UNDER ALL BEAMS AND HEADERS C. PROVIDE 4"X4'POSISO STUDS B. ALLTIM INSTRUCTION SHALLCOMPLY WITH SPECIFCATIONS UNLESS OTHERWISE NOTED ASSPECTIMBERLO AND DESASITUTE OF BELOW: CO TIMBER CONSTRUCTION MANUA AMERICANMSTTUIE OF TIMBER CONSTRUCTION.L, D.ALLSUBSILLS,OVER B-PNLENGTH SHALLBE DOUBIPZ"Xd'c NATIONAL iORFST PRODUCTS ASSOCIA TION NATIONALDESIGNSPECIFlGTION FOR WOODCONSTRUCTU AMERICAN PLYWOODASSOCIATION,PLYWOODDESIGN E. DOUBLL2TS WT PIKED TOGETHERITHIN ALLSULESSSREDMAY BE UOTED "PoSTS WHERE CONAINFD WITHIN WALLS UNLESS SPEC)FIGLLYNOTED LUMUGTION;AMERI SAOODPREON,NASASSOCIATION STANDARDS; LUMHERMANLFACTUREAS NALDESIGN SPECFICATO`4 FOR 0OF TEE OTIERWISEON PLANS. ITSIATIOINSTS. STRESS GRADE LUMBER AND ITS FASIEMNGS. F. AIL LUMBER M DBiECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS, TREATEU, HA VEANAPPROVEDSUAM MATFRIALOAHAVEAGALVANIZID TOENAHTNG WRLNOTB£PERMITTED. SUBMRMANUFACNRER'S DATEFOR ANCHOR SEAT. APPROVAL FASTENERST'OBEASMANUFACIVREDBYUSPOA SIMPSON. G. BURRING PAPER: FEDERAL SPECIFICATIONS UU-B-TK. INSTALL UNDER ROOFING D._UERUSFDFOA LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WHH ANUTEIMANDGRF}UTI.YAPPLYSOASTOFORMA WATERTIGN MEMBRANE EACH ANDUOCEDUAFSANDAGENCESAPPROVEDBYUSPROCFDIIREPS 21FN. COURSEOFPAPER SHALLOVERLAPTIR—URSEBEYEATHR6' MINMUM. WHERE PAPERMEETSANYOPENRIG,THEPAPERSHALLBEGREFULLY LAPPFDOVERTHE E.PLYWOOD, PRODUCTSFANDAADPS-143ANDRULFSFORDFPAGRADE TRADEMARKS UAMETOPRBVENTTHEPASSAGEOFWATUFEHINDTHE FRAME INSIALLSIKA OFAMBRICAN PLYWOODASSOMGTON. KRAFT PAPER AT EXTTDUOR DOORS AND WINDOW FRAMES, F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD H. ALLHEARMGPARTTJONSSHALLBESECUREDTOADIACENT PARTITIONS,AND WITH TPS MADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARUSA SHALL NAVEATIFASTADO(IBLESTUDPOSTATALLENDS,CORNFRSANDEACHSBE PBCEWITHDEFECTSSHALLNOTBEUSEDREGARDLESSOFGRADMG. OFALLWINDOWANDDOOROFEN GS. G. EXTERIOR PLYWOOD SHEATIMMG SHALLBE GROUP 1 STANDARD(C-D) EXT-DFPA, (CC) L ROOF SHEATHING: 19/32- THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-DGEADE4PLY,F9DES2,F%APA GRADETRADEMARKID.APPLY WTTUFACEGRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS,FRAMINGANCHORSAN'OFASTENERS: STAMPED AMDFASSUCAIED STEEL 01THE 1. INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECMCUSE NAMSSFIALLREFULLYDRNEHINALL HOLES MTHEANCHOR,ALLHANGERSANDANCHORSSHALLUE LVANIZED. R. DEAFT-STOPPING: IN FLOOR AND LEMMING ASSEMBLIES NOT TO EXCEED L-SP IN ATTICS FOR AREAS OVER 3,000 SF LFIREBIDCKMG:F15TA MCONCEALEDSPACESBUTTVERTICALAND NOR20NTAL,.SI/CH AS BUTNOT LMTTD TO, SETJD WALLS, FURREDSPACA, SOFFITS, DROP CEIINGS, COVES STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS. PIPES, DLKTS, CHIMNEYS, FLOOR JOISTS OA TRUSSES. E% DFPA, STRUCTURAL 1(C-D) UT-DFPA OR STRUCTURAL I(CL) EXT-DEER DOORS AND WINDOWS: A DUOROPENMGSBETVEFMTHEGARAGE AND DWELLING TO BB SOLI CORE NOT LESS THAN H{' TMCK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A THE PROTECTRDN RATING NOT LESS THAN 20 MINUTE'S DOORS, SHALL BE $ELF CLOSING AND SELF uTrxlNc. B. DOORS CON'TAINMG GLAZING MATERIAL NOTGREATER THAN 9 SQUARE FEET Fl SURFACE AREASHALLBECUSSUi ASCATEGORYIANDSHALLBECAPABLE OF WITHSTANDING A UQ FOOT-POUND IMPACT TEST'. C. DOORS, BATH & SHOWER ENCLOSURES, AND SLIDING GUSS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET M SURFACE AREA SHALL HE CLASUTEDAS CATEGORY T AND SHALLBEGPARLE OF WITHSTANDING A — FOOT-POUNDMPACITEST SHOP DRAWINGS: D. THE GLAZING IN DURING AND SWINGING DOORS AND M SHOWIA OR TUB AENCLOSURES, ARCADMSANEQUNTOAACLRWPRORO FAISECATON SULIRTMG ANY BL SHOWER EM LINUHFS OFTIHE FEMSHEDFLOOAM WALLS ANDCOMMFNLFMIM OF THE WORK SURROL PR TUB&SHOWER ENCLOSURES SHALL BE SAFETY GIAZED FOR CATEGORY D GIAZMG PRODUCTS. B. CAHMEISUPPLIFR SHALL PROVIDE SHOP DRAWINGS. C. WINDOW AM DOOR SUPPLIER SHALL PROVIDE SHOP —WINGS. SECTION AND DETAH,S ALL DE ATLS, SECTIONS ANDNOTES SHOWN ON THE DRAWINGS AAE INIEMDEDTO BE TYPIGLAND SHALLAPPLY TO SIMILAR SITUATIONS ELSEWHERE U.N O. PLUMBING FIXTURES: A ALL SHOWER EEADS SHALLHAVEANITSCALDING PROTECTION E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALLBE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 6P ABOVE THEFLOOA OF THE TUB OR SHOWER. F.EGRESSWINDOWSSHALLSEOPMAS FROMTHENSDEWTHOUFTHEUSEOF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20' WIDE, 26" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 4d' ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PEREMIT FBC-AESEDEIYTIAL, SECITONRJIO. G. WMDDW IMTS SHALL DISP. UBEIS SHOWING COMPLIANCE WITH THEFL ENERGY CODE. H. ALL NEW SINGLE{AM1LY HOUSES, DUPLEXES, TRIPLEXES. CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. FOSSIBIE PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITAPEE GRADE LEVELS, TI FONLYATOF.ETAOOM HAVEA CLEAR OPENING OF NOT LESS THAN 29INCHES PER 2017 FEC-RESIDENTIAL, SECTION R120.I.1. A INSULATION: MSULATIONSNALLBEPROVIDPDANDINSTALLEDPER FBC2011 ENERGY CONSERVATION CODE. PRESCRIPTIVE RBQLBREMENTS INCLUDE: MINIMUM OFA-30 CLG MSUL IN CLIMATE ZONE 1, III CUD MSUL IN —ATE ZONE Z MASONRY WALLS A MINIMUM OF"N CLIMATE ZONE I,"M C1A1AT'EZONE 2. FRAME WA —A MINIMUM OF R-U M BOTH CLIMATE ZONE 1 & 2. VERBV REQUIRED INSULATION VALUES TO BE INSTALLED AGAINSIFBC ENERGY CONSERVATION ENERGY CALCULATIONS AS SUBMITI'FD. S. ROOF/TIME:TIIESHALLBEASSHOWNONDRAWINOSANDASSELECTIDBY ARCHITECTDESIONER INBTALLATION SHALL HE PU IMAM EACNAERS ---AND FLORIDA BURDMG CODE201T. ATTHE COMPLETION M THE WORKTRECONIRACI'ORSHALLFIBMISHA ROOFERS WRITTENGUARANIEE COVERING WOAKMANSHF. MATERIAL MANUFACTURERS GUARANTEE FOR UPUCEMENTOF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD 12100101EHUDID. @@DIE DECMG3XIMM ALLRESIDENTML CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2DI7 EDITION. THE CODE IS COMPILED WRH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICALOODE IB REFERENCED STANDARD NFPA-70. 1. ALL DOORS AND WMNDOWB PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.8. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND SELF LATCHING. LATCH MECHANISM SHALL BE MOUNTED AT SP A.F.F. (MIN). 3. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. lonl L oma 0DDDK 111111 M�MaswmtIMENEM MINE 11101 a A M 1 �7TREMSPOSMONPIAN�MEI MMMMMMMMMMMi ■■■■■■ OMMEME MEMEME MEMNON MEN IMME pp� B hA PP vC SEp 1 �D 8 ?0?0 T oWn of Gulf "r,oa m, Fl I LAKEVIEW DRIVE (30' TOTAL R/W) LEGEND A/C - AIR CONDITIONER ALUM. - ALUMINUM CONC. - CONCRETE COVD. - COVERED EQUIP. - EQUIPMENT F.F.E. - FINISH FLOOR ELEVATION FND. - FOUND F.P.L - FLORIDA POWER & LIGHT GEN. - GENERATOR P.B. - PLAT BOOK PG. - PAGE O.R.B. - OFFICIAL RECORDS BOOK R/W - RIGHT-OF-WAY TYP. - TYPICAL NO I.D. - NO IDENTIFICATION ® - AT&T RISER - ANCHOR - BACK FLOW PREVENTER © - CABLE BOX ® - CATCH BASIN • - CLEANOUT ® - DRAINAGE MANHOLE m - ELECTRIC BOX FIRE HYDRANT ® - GAS METER HANDICAP PARKING ® - IRRIGATION CONTROL VALVE m - LIGHT POLE 0 - POWER POLE ® - SANITARY MANHOLE - SIGN - VALVE ® - WATER METER M - YARD DRAIN GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 INCH = 10 FT. 2020 TOM of Gulf Strum �; NOTES 1. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST RIGHT-OF-WAY LINE OF POLO DRIVE AND THE WEST LINE OF LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, PLAT BOOK 18. PAGE 98, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING NORTH 05'49'11" EAST. 5. THE 'DESCRIPTION' SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, B. BENCHMARK ORIGIN DESCRIPTION: PBC BM '0-315`ELEVATION = 14.080 (NAVD 1988) 9. FLOOD ZONES: "X"(SHADED), "X" (UNSHADED), AND "AE" (EL 6); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 10. PROPERTY ADDRESS: 3247 POLO DRIVE, GULF STREAM, FL 33483 DFSCRIPTION LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 98, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF GULF STREAM, PALM BEACH COUNTY, FLORIDA AND CONTAINING 14,595 SQUARE FEET, OR 0.335 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 8, 2020. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR 05302 STATE OF FLORIDA - LB R3591 LL n J F- 0_j 0 w V) F- F- V) Q w r a- a� 0 Q 0 J W m L'jof C f I-- 0 DATE SEP 2020 DRAWN BY 0000 F.B. PG. ELEC. SCALE 1'=10' toe / 9049 sHT.NQ. 1 OF 1 SHEEfS Q • • �� � •�• �. . — 0: -------------- EY •, ■. ■. ■ ■ ------------------------- }� GARAGELEVEL PRECAST WINDOW / DOOR FRAMES TRIM AND WATER TABLE "BRONZE" BORAL REAR ELEVATION "NATURAL GRAY" (SLATE ROOF TILE) d�P COLUMNS,TRELLIS BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE OUTRIGGERS. CORBALS OC-17 HC-166 HC-168 (FIELD) (COLUMNS /CORBALS) (GARAGE DOOR) 0 REVISION'S BY DATE N T w ' J a £ � o m = v W � V LL (i] O z O LL O a Z N (=+ M a k O --i O rn CD 3 -n r-- Job No. 2008067D FL-00105 FIRM-AA003379 A3I E11I17Z7 71177Z1717/ 11111111111111111111IIIIIIIIIIIIIIIIIIIIIIIII1111111I111I1111111111111I111111111111I111111111111I1 POOL F m m�4 >: f � n I II SOD b SO" 11 11 �� a ��All f, n ll �� F SOD G GUMBO LIMBO SOD EXISTING FOXTAIL PALMS ON ADJACENT PROPERTY wool UK S DZQ On 4 HEDGE ON PROPERTY ���11111111 1111 �11111f 1 �\ SOD I V \ ©® FRONT SETBACK / 6 0 MLAND o LANDSCAPE ARCHITECTURE 9 132 NORTH S'MNTON AVENUE 0 DELRAY BEACH, FL 33444 T (561) 276-5050 F (5( 276-8777 'z www.ogtiand.com 0 TREES AFFECTED BY CONSTRUCTION t7 NO, NAME SIZE DISPOSITION NOTES 1 FICUS STUMP 4' DBH, 10' HT. REMOVE NO CANOPY -TRUNK DAMAGE FROM BEES OR ROT 2 GUMBO UMBO 14' DBH, 25' HT. 25' SPR. REMAIN GOOD CONDITION 3 SEAGRAPE 36' DBH, 20' HT., 15' SPR. REMOVE CONFLICT WITH CONSTRUCTION 4 ARECA PAW 6' DBH, 25' HT. 20' SPR. REMOVE OVERGROWN AND CONFLICT WITH CONTRUCTION 5 BLACK OLIVE 20- DBH, 40' HT. 40' SPR. REMOVE CONFLICT WITH CONSTRUCTION 6 COCONUT PAW 18' GW, 25' HT. RELOCATE FAIR CONDITION 7 MANGO 18' DBH, 30' HT., 25' SPR. REMOVE TRUNK DAMAGE AND CONFLICT WITH CONSTRUCTION 8 DOUBLE ADONIDIA 15' GW, 20' HT. RELOCATE FAIR CONDITION 9 SEAGRAPE 12- DBH, 20' HT., 15' SPR. REMOVE LEANING TRUNK, POOR CONDITION UNDER POWERUNES 10 SCHEFFLERA 30' HT. REMOVE INVASIVE SPECIES 11 GUMBO UMBO 15' GW, 20' HT. REMAIN GOOD CONDITION EXISTING GUMBO 'SOD LIMBO V CX3) � DRIVEWAY SOD ® 1 TREE DISPOSITION PLAN ire a1'-0' SOD ECF1 H F—n o SEP 18 2020 Town of Gulf Stream, Fl. PLACE EE ORNIME�PVSTO FENCING (BY TENSAR OR OTHER APPROVE AR AND TRCLUIRSTD REMaN aNSITEI AREAS WITHIN THE LIMITS m CONSTIAUOTroN. BARKER StaLL BE P TIE EDGE OF THE DRUMNE OFTHETHETR SuAIPYORAS FARFI TREE AS POSSIBLE WHERE THE CANOPY OVEP—" P-AS IA TH REMAIN, BARRIER SHALL BE MAINTAINED nAN UPRIGHT--0.A TIMES TREE PROTECTION DETAIL TREE PROTECTION NOTE All existing trees and shrubs to remain in place shall be protected from damage by machinery by installing temporary tree protection fence and installed as indicated on plan. Suitable tree protection methods shall be approved by the City. TREE RELOCATION AND PROTECTION NOTES t I. NI ban to ba M.—I t, b. tapped h field — a bn tn. CaL 2 Tm Macaam ane. t. a .Nec y dear.e and M at find ewign grotl. prkr to paned .Re dwrin9 ane gmbbhq and 9 to .By cede r.qubnnmt. J. ihlrty-W (le) Palm m,d . (0) Tn to be tagged and Map M Mowted on .IL 4. If b-,I— p0 rek 11— to b. dam by 90' iM nee.. If Mnaum bw by rod. I. not Maeh—* ane hand dlgglnq xAl b. re I- 5. d.twfrrlhe sahetlulhq nartlhatee xRh gnarl emtraator an .tte t. B. Id-Ufy dI undwgr d ut — play to trw Monumr ). Temparsy autamauc ..tarhq .yvbn to M h place PHp I. aammnawnnI fi Rtlontatl beet to be M at fhd enign grove 9. AA Month 4na W b. xat— n a duly b— n a. t, mah— a pwmannny malt mat bdi — bw IF eN 1— ta. AA .e g tr.w mM —b.to remain h pan Mdl bI, pmlectatl from damaq. by maMin.ry by —`g twnI,— bw pmtea0.n fens and h.ltll.e dnUd n Plan. Bultable troe pmtea6an —d. Man b. npmwd by AI. Ten er. /aur hMw h adlP pat aro to W —w NI be mel puma 12 —I p—y punted t. abut Whlwlar ns ern. nd M. P— of U. .N.Unq bubdhq and eNIM r.quh ramowl for the .rapa..e Nt. Ynpr bI, M.. b. _ga an e-far-ane bavle. 13. Tr.w g-Wq n--y m M. tlta, rM1 .t 9roxlnq a. wlunWr undaMary Fen xiM pew I-— arse ,Mid, nqulro mnavd fw Ne prop.wd dG MproWmnlA MaA b. mngxw an a —bi hM batlw i{. Tnn aroxh9 naNnAY an Me Nta w Muntaar uneaMory bees Mq Paw am,WY v that aro hw. walk nedn and xFIM re.utr. rwnewl far Vr. propn.d Nl. Ynpawmnf; MolI not b. mlFgated. EXISTING TREE TO REMAIN OEXISTING TREE TO BE REMOVED OEXISTING TREE TO BE RELOCATED PLANT LIST KEY CITY PLANT AND SPECIFICATION TREES AND PALMS •+ N BS 1 Bursera simboruba (Gumbo Limbo) 14' ht., character bronching CB 1 Cassia jovanico (Pink Cossio tree) 10' ht., 5' spr., full canopy CN 4 Cocos nucifera 'Maypon' (Coconut Palm) 5-8' c.w. hts., 20-25' o.a. ht., heavy CM 8 Caryoto mitts (Fishtail Palm) 12' ht., 6' o.c. full to base, matched for screening LJ 2 Ligustrum japonicum (Japanese Privet) 8-10' ht., 5 spr., full canopy PE3 2 Pychosperma elegans (Alexander Palm) 18' ht., triples, matched full SP 10 Sobal Palmetto �Sabal Palm) 4 0 14'. 4 0 18, 2 0 22' oo hts. VM 6 Veitchia montgomeryana (Montgomery Palm) 16' ht., 8' c.t., matched full WB 3 Wodyetia bifurcate (Foxtail Palm) 16' ht., 8' g.w., matched full KEY CITY PLANT AND SPECIFICATION SHRUBS, GROUNDCOVERS AND ACCENTS ALO 12 Alocacia portadora 4' ht., full, matched ANN 20 Flowering Anal nus (Per Season) 4" pot, 12" spr., 12" o.c., per owner k L.A. ALV 7 Alpinla z. 'Voriegata' (Variegated Shell Ginger) 24" ht., 24" spr., full BEG 8 Begonia odorato 'albs' (White Angel Wing Begonia) 18 ht., 18" spr., full, not shade —grown BOU 4 Bougainvillea s. 'Purple (Bougainvillea Vine) 6' ht., train to trellis, full BRO 2 Bromeliade spa. (Silver Bromeliad) 16"-20" spr., N CHR 105 Chrysobalanus fcaco (Cocoplum) 24" ht., 24 spr., full, 2' o.c. ++ N CLU 53 Clusla guttifera (Small Leaf Clurr 5' ht., 30" spr., 30" o.c. CRO 18 Croton 'Mamey m(Mammey Croton) 18" ht.. 16" spr., full ED 2 Elaeocarpus decipfens (Japanese Blueberry) 6' ht, 3' spr., standard, full, matched ED2 5 Elaeocarpus decipfens (Japanese Blueberry) 10' ht., 5' spr., standard, full, matched xx FGI 157 Ficus microcorpa. 'Green Island' (Flcus Green Island) 14" ht., 14" spr., full, 18" o.c. GAR 2 Garcinia spicato (Gorcinia) 6' ht., full to ground, matched IXD 9 Ixora coccinea 'Maui Yellow (Yellow Ixora) 16" ht., 16" spr., full, 18" o.c. JAS 50 Josminum multiflorum (Downy Jasmine) 18" ht., 18" spr., 18" o.c. UR 60 Liriope muscari 'Big Blue (Big Blue Liriope) 12" ht., 12" spr., full, 12" o.c. MON 3 Monsters dellciosa (Monsters Plant) 30" ht., 30" spr., MUS 2 Musseanda spp. (Pink Musseanda) 5' ht., 5' spr., matched PHI 30 Philodendron 'Burle Mart (Burle Marx Philodendron) 14" ht., 14" spr., 18" o.c. POD 54 Podocarpus macrophytlum (Podocarpus) 4' ht., 20" spr., full, 24" o.c. POD2 26 Podocarpus macrophyllum (Podocarpus) 6' ht., 24" spr., full, 24" o.c. PRI 139 Podocarpus spp. 'Pringles (Pringles Podocarpus) 18" ht., 18" spr., 18" o.c. N PEP 60 Peperomia obtusifolia (Peperomia) 6" ht., 6" spr., full, 12" o.c. xx PR3 1 Phoenix roebellenii (Dwarf Date Palm) 6' ht., triple RHA 1 Rhapis excelso (Lady Palm) 48" InL. full STR 2 Strelitzia regia (Bird of Paradise) 30" ht., 30" spr. full clump TRA 130 Trachelospermum osiaticum (Asiatic Jasmine) e ht., 8" spr., 12" a.c. SOD St. Augustin Foritam sod Contractor to determine quantity. MULCH 3" of Non —Cypress Mulch Contractor to determine quantity. ++ DENOTES DROUGHT TOLERANT N DENOTES NATIVE SPECIES NOTES NI plant material to be Florida 0 or better. Sod to be St Augustine 'Florotani contractor to determine quanOty. All sod and landscape to receive 10D% coverage from automatic irrigation system using approved water source Contractor respansinle for dl conditions and landscape specifications attached to this plant list Plan and specifications shall be considered Contract Documents Mulch, topsoil, and fertilizer to be applied according to specifications. 911 oat SPECIFICATIONS NOMENCLATURE: All plant material used shall be true to name and size in conformity with the Florida Nurserymen's Grades and Standards 2015, and shall be Florida Grade /I or better. Plants which do not meet specifications anti not be accepted PLANT LISTS: Ouantities, sizes, and location of plants will be determined by plan and plant lists. Sze of p nt shot take precedent over container size Spacing of ground covers will be determined by plant forts Quantities shown on e�cot lists are to be used as a guldelne only. Contractor will be respansble for verification of oclud quantities called far an plans Discrepancies should be brought to the attention of the Landscape Architect SUBSTITUTIONS No substitutions shall be amepted without caused of Landscape Architect Any intended substitutions shall be detailed an the bid. PLANTING SOIL TaoppsaT shall be dean, stele, and free of debris or other faelgn material. Trees and palms slioil be planted with a min. of 8" tooppsot (SOS muck 50% Bond) an sides and but,_ of root bgll. Rooted cuttings shall be plaited In beds with a min. of 4" of topsoil worked into the lop 6 of existing sal. FERTIUZER: Prim and Tropical fertilizer (12-4-12) or approved equal shall be applied after planting and prior to mulching per manufacturers recanmended application rotes. MULCH: All trees shall be mulched with 3" of oved shredded mulch in a 3 foot rim. circle All shrubs and groundcover beds shall be mulched with 3 f approved shredded mulch in beds shown an plan a in beds 3' wide for hedges Mulch should be Grade 'A' unless otherwise approved. PLANTING PROCEDURE All plants shall be planted at sal levels at which they were previously grown. Shrub and hedge material shall be planted a min. 2' away from walls a other obstructions Material with a mature sae greater than any overhangs shag be planted away from overhangs sou as not to impede the natural rowth habit Sabel Palms are to be planted direct in sand. If necessary, excavate through any compacted building subgrode to undisturbed sag and badfill with planting soil. WATERING: All plait material shall be watered 'n thoroughly after installation so as to remove all ail pockets B&B material shall be watered every day for a minimum one week period and thereafter so as to keep conlinuafiy moist until finol acceptance of the landscape installation. Contractor shdl notify owner of other watering requirements after Installation. GUYING: All tress 8' a taller shall be guyed or staked to pprovide ample support such that the material will stay straight and he through the guarantee Period 1lethods used will be such that no hpryry e cased to plants. Guying shall be done at the optian of the Contractor unless specifically requested by the Landscape Architen, however, Contractor shell still be responsible fa ail tress and palms remaining straight and true throughout the guarantee period SOD: Sod shag be dense, green, and well rooted, and free of debris, weeds, objectionable grasses, drsease, or inprious insects A complete 6-6-5 fertilizer shag be spread at a rate of 5 Ibs per 10DO sq. It Sod shall be watered to a depth of 4' after laying. All areas to be sodded shall be raked smooth and dl debris removed prior to installation. GUARANTEE All plant materials shall be guaranteed fa 1 year after completion of project Palms are to be guaranteed for 1 year. Guarantee applies to health, position, and sae. Replacement cost will be carried by Cmtroctor. ~ jRFcp11/F SEP 18 z? MLANDO, LANDSCAPE ARCHITECTURE Q k 132 NORTH SWINTON AVENUE Q� DELRAY BEACH, FL 33444 Q T (561) 276-5050 F 561 276-8777 www.agamnd.cam 7 C� 1� Irr_1 I� O E-4 3 r a REct A� SEP 22 2020 Town of Gulf Stream/ FL PROJECT LOCATION SITE PLAN 100 SERIES KEYNOTE LEGEND 0 N ti 101 POOL/SPA. SEPARATE PERMIT (BY OTHERS -SEE POOL DRAWINGS) 102 HARDSCAPE/LANDSCAPING-REFERTO LANDSCAPEPLANS o f03 4'HIGH IAWWALL/FENCE&GATE-REFERTDSHOPDRAWWGS 104 OUTDOOR LIVING- REFER TO FLOOR PLAN 105 PROPERTY LINE ]06 GENERATOR LOCATION- REFER TO MEP DRAWINGS IB/ CONDENSER UNIT LOCATION- REFER TO MEP DRAWINGS C LM tOd BUDDING SETBACK LINE f09 POOL SETBACK LINE 1f0 MECHANICAL EQUIPMENT SETBACK N 111 NEW DRIVEWAY H2 EXISTING MAILBOX LOCATION 113 NEW RESIDENCE- REFER TO FLOOR PLAN 114 GARAGE-REFEKTOFLOORPLAN W 115 OPENTRELLISBYHARDIEBOYSOREQUAL r 116 OUTLINEOFCANMZVEP.EDTERRAL'EREFFRTOPLANANDElEVATTONS N LL SITE PLAN GENERAL NOTES: I. G.C. TOOOORDINATE THE REMOVAL OF e)DSTING VEGETATION AS REQUIRED. 2 ALL DOORS& WINDOWSPROVIDINODIRE.T ACCESS FROM THEHOME SHALL MEET THE '^ RESIDENTIAL POOL SAFETY ACT. V 3. ALL SCREEN DOORS ARE TO BE SELF LATCHINGAND SELF CLOSING. LATCHME.CHANISM LL SHALL ME MOUNTED ® 54• O 4. ALARMS SHALLALSO BE INSTALLED ON SCREEN DOORS. G.C.TOVERIYTHATALL EXLSTS TO THE BACKYARD MEET SWIMMING POOL SAFETY ACT. 7 5. G.C. TO VERIFY ALL EXISTING CONDDTIONS ON SHE PRIORTO COMMENCMENT OF nip CONSTRUCTION. NOT ALL METING CONDITIONS ARENECESSARI.Y SHOWN ON THIS PLAN. 6. SEESURVEYFOREXISTTNGCONDITIONS. G.C.TOVERIYMTTWALULOCATIONWDB O SURNEYCOMPANYASREQUIRED. L r 7. REFER TO LANDSCAPEARCIMEETS DRAWINGS FORA'FORMATION ONTIM POOL S. RETERTO SITEDRAINAGE PLAN BY CIVI. @ GINEFRFOR PROPOSED SHE ELEVATIONS, GRADING, ETC. FAR CALCULATION LOT AREA-14,594.75 SQUARE FEET DID FLOOR BALCONY 67 SF A(C -IST FLOOR 26945E MAXIMUM FAR a 4,816 S.F. A/C-2ND FLOOR IlO/SF COVERED ENTRY 27 SF SETBACKS GARAGE(2 CAR) 577 SF LANAIAREA 4MSF FRONT 30' TOTAL 4944 SF SIDE 30%OFLOTWIDTH(MM.15) REAR 20' COVERED AREAS 2NDFLOORBALCONY 'SF COVERED ENTRY 27 SF FAR CALCULATIONS LANAI AREA 4M SF 1IITAL 567 SF TOTAL LOT AREA 14,594.75 SF DRY MTE=) AREA 14,594.75 SF AREA CALCULATION A/C-TFLOOR 2694 SF - 1SIS FIRST 20,000 S.F. • 33%= 4,816 SF A/C -MID FLOOR 110]SF fYY[AL 3800 SF NEXT 0S.F. •20-A- 0SF NON A/C AREA MAXIvIUM FAR PERMI'1TED 4,816 SF CALCULATION 2NDFLOORBALCONY 67 SF COVERED ENTRY 27 SF TOWN OF GULF STREAM AREA CALCULATIONS GARAGE (2 CAR) 577 SF GROSS LOT AREA 14,594.75 S.F. LANAIARBA 4728E mrAL: IU4 SP IST FLOOR AREA EFFECTIVE MAT AREA 14,594.75 S.F. FAR. CALCULATIONS REQUIRED PROPOSED .,u, ARE 3,900 SF ARC-1STFLOOR 26M SF -, COVERED ENTRY 2] SF NON A/C AREAS & GAP-AGE(2 CAR) 577 SF COVERED PORCHES, 1,144 SF LANAI AREA 472U OVERHANGS OVER 2.5) TOTAL 3770 SF 2ND FLOOR AREA 2ND FLOOR BALCONY 67 SP A/C-2ND FLOOR 11075E iTERRACEA1 121 SF TOTAL 1295 SP WNE4G5OVER 3'& OSF SCREEN ENCL.Q50% TOTAL FAR 4,755 SF PROPOSED n tw .�nRx Art^el RYTERVIOUSAREA 4,816SFMAX Iwm'®-Amv.�J®-•'n�v-�J CALCULATION ISTFLOORAREA A/C-ISTFLOOR 2694 SF 3,770 SF AC PAD 50SF COVERED BNTAY 27 SF 2ND FLOOR PERMITTED 50% 1,87655E GARAGE(2 CAR) 5n SF OF IST FLOOR GENREATORPAD 24 SF HARDSCAPE 16715E 2ND FLOOR 1$95 SF LANAI AREA GVTDOOR LIVING 472 RP 18345E PROPOSED - 34.35% POOL UBPAD TmAL 21SF T3]2 SF ADDRESS; 3- POLO DRIVE, GULF STREAM, FL 33483 BEACH FROM DISTRICT Lors�:u.SwnsQlI 8EP12} MNQRM OP@! 6PA®b% - 5A7.9 BF. PROVm®J0�]%.00 2 VICINITY MAP � _ am Job No. 2008067D F1,-00)HO5 FI iM-AA003379 A100 :. IIII ,WINE�I GREAT .... • •ENTRY FOYER ��011 I (' db I ELEVATOR F:� (0 ' O DINING ROOM 00 OFFICE , . — COVERED ENTRY ess ICI ICI ICI ICI OUTDOOR LIVING IRS ICI ICI ICI 1 ■ice \ �/' °' � -BBQ s FIRST FLOOR FLAN H w o� �1 H U d coo ^� o 0 �i x U� s~ b CD REVISIONS BY 1 N LU LL 0 J a m � W N U W Q DLL O �Ma o 4 w w O E� U � O W � C W � Uc ® SECOND FLOOR PLAN ROOF PLAN 200 SERIES KEY NOTE LEGEND 201 OSR&IR UYCII]MLRANM �ERODTrtA�DWIG@TRUSSDRGSSoNRMA77ON LOW SLOPE ROOF SYSTEM 203 OPEN TRELLIS BY HARDER BOYS OR EQUAL OTERRACE BELOW- REFER TO FLOOR PLANE 205 L4EOF ISTFLDORWALL BELOW. REFER TO FLOOR PLANS CRIIXET TYPICAL ROOF NOTES 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE ONES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. G.C. SHALL CONFIRM ALL STRUCTURAL COLUMNS AND BEAM SIZE, LOCATION AND REINFORCEMENT WITH STRUCTURAL ENGINEER'S DRAWINGS PRIOR TO CONSTRUCTION. 3. G.C. TO VERIFY POSITIVE SLOPE AT FINISHED FLOOR TO ENSURE PROPER DRAINAGE AT ALL LANAIS, COVERED ENTRY, OUTDOOR LIVING SPACES, BALCONY'S AND GARAGE 4. G.C. TO PROVIDE SUCRASEAL INSULATION AT THE UNDERSIDE OF ALL ROOF SLABS INCLUDING GARAGES, LANAIS AND BALCONIES IF APPLICABLE, G.C. TO ALSO PROVIDE MAKE UP AIR EQUAL TO ULTRA AIR ADEQUATE FOR THIS SYSTEM. G.C. TO PROVIDE (2) VENTS INSTALLED INSIDE THE GARAGE OPEN TO THE ATTIC SPACE. 5. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION OF COLUMNS AND ADDITIONAL INFORMATION. 6. REFER TO THE REFLECTED CEILING PLAN FOR ALL HEIGHTS, DIMENSIONS AND CEILING DETAILS. 7. G.C. TO COORDAINTE ARCHITECTURAL DRAWINGS WITH INTERIOR DESIGN DRAWINGS FOR EXACT DIMENSION AND CEILING DESIGN. 8. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION 0 N O O ROOF SPECIFICATIONS LOW SOPE ROOF DECK. - �I ALL LOW SLOPE ROOF DECKS ARE TO HAVE BITUMEN ROOFING MEMBRANE (45 MIL. MEN.) THE INSULATION SHALL PROVIDE POSITIVE DRAINAGE TO ROOF ram. DRAINS WITH A MIN.IB'PER. FOOT SLOPE. ROOFING MEMBRANE INSTALLED PER W MANUFACTURER'S SPECIFICATIONS WITH A 20 YEAR WARRANTY. O t4 U f� (� O W � x U� N j i c ,� f'[C/yf'[ CLCVt111VIV r[[ vn•=r-o- SEP 22 2020 Town of Gulf Stream. FI FRONT WINDOW COVERAGE CALCULATION ovPxALI. PRON-r EIPVAnoN 1990 sF 1090 SF FRONT WINDOW COVERAGE CALCULATION G SF al=10 GLASS 10 1111 GLIl E2 SP GLASSASS 13 115E GI.A8313 "SF GLASS 14 7 SF GLASS I5 143E GLASS 16 14 SF GLASS 163E IF GLASS 3 Il GLASS 11 SF GLASS 16 SF GLASS 6 1111 GLASS 7 10 5F GLASS 10 SF GLASS 125E TOTAL 204 SF OVERALL REAR ELLIVA77OX-1,090 SF. (50 % MAX ALIAWED 545 51.) PROVIDED: 2M BY. -19.71% -OR EXTIBGOR ELEVATION 300 SERIES KEY NOTE LEGEND RSMOOG3 STUCCO FLNEW (PAINT COLOR WETIE MSP) OPRECASEWATERTABLE DECORATIVE SHVFfER&OUVERS BY HARDIE BOYS OR EQUAL PAINT: XXXX GRAY SLATE TIP ROOF PNiEGRA ROOF TIP:'BERMUDA NATURAL GRAY• 3D5 DECORATIVE OUTRIGGERS/RAFTER TARS BY E.ARDIE BOYS OR EQUAL PAINT: X)= + -HIGH ALUI IN dGUARDRAIL PAINT: XXXX PRECAST SILL aEASIER PLANK SIDINO OR APPROVED EQUAL PAINT: XXX% 17 WOOD DOOR W/OVERHEAD LIGHI f0 DECORATIVE COLUMNS BY HARDIE BOYS OR EQUAL PAINT: �1] D0ACTRATFDGARAGEDOOR(W0ODFIN]SB) PAINT: 72 A.C. COMPRESSOR/GENQUTOR/EQUIPMENT ON MIT. 6- HIGH CONCRETE EQUIPA4NT PAD. 113 OPENTRELLISBYHARDIEBOYSOREQUAL 14 DECORATIVE PRECAST BANDING 115 POOL EQUIPMENT- SEE POOL SEW DRAWINGS REM TO LANDSCAPE PLAN FOR SCREENING. 116 STUCCO/PRECAST BAND I17 REAR WINDOW COVERAGE CALCULATION OVERALL REAR ELEVATION 103]SF 1057 SF REAR WINDOW COVERAGE CALCULATION GLASS 1 10 SF GLASS 10 18 SF GLASS Il 18 SF GLASS 12 IB SF GLASS 13 18 SF GLA5514 w SF GLASS 15 40 SF GLASS 16 39 SF GLASS 17 40 SF GLASS 49SF GLASS 96F CLASS 10 SF GLASSS 24SF GLASS 6 M SF GLASS 7 24 SF GLASS 8 18 SF GLASS 9 16 5F TOTAL 414 SF OVERALL REAR ELEVATION -1,057 SF. (SO % MAXALI.OWED M 3 SF.) PROVIDED: 414 SF.-39.16% -OR p REVMONS BY 11 N ti A� O L�L rC_ W Z LLI co v) q ' O LL N w O M O 1� I O � U r^ rVyJ' 0 l C r x� U� a� Job No. 2008067D 1 FL-MO5 FIRM-AA003379 1300 MR OFHEIGHT.................................................................................................................................................................................. -------------------------------- GARAGE LEVEL EL. -I'-0" LEFT ELEVATION MRooF HEIGHT_—............................................................................•---...............---.--------------------............------.................."""""'....."---"-"..... EL.+3a-0" A.F.F. ------------ T.O.BEAM 305 3 305 316 301 _ 310 302 302 307 301 FIRST FLOOR EL. -1'-0" RIGHT ELEVATION Y** 2 LEFT WINDOW COVERAGE CALCULATION OVERALL LEFT ELEVATION :E F 92 SP LEFT WINDOW COVERAGE CALCULATION cLassT LosF OIASS 2 10 SF TOTAL 20SF OVERALL REAR ELEVATION- 892 BY (50 % MAX ALLOWED 4N6 S.F.) PROVIDED: 20 SY. -224% -OK EXTERIOR ELEVATION IN SERIES KEYNOTE LEGEND 301 SMOOTHSTUCCOFNLSH. (PANTCOLORWHITBWISP) aPRECASTWATERTABLE DECORATIVE SHUTTER/LOUVERS BY HARDIE BOYS OR EQUAL PAINT: X%XX GRAY SLATE TIE ROOF ENIEGRA ROOF TG.E: •BERMUOA NATURAL GRAY" DECORATIVEOUTRTGGERS/RAFTERTAIIS 305 BYHARDIEBOYSORBQUAL PAINT: IOODC + 2•NIGHALUMINLMGUARDRA11. PAINT: XXXX 30] PRECAST SILL ❑HARDIE PLANK SHINC OR APPROVED EQUAL 308 PAQNT:)C)= WOOD DOOR W/ OVERHEAD LIGHT DECORATIVE COLUNNS BY HAJU)M BOYS OR EQUAL 3T0 PAINT: 311 R /PACT RATED GARAGE DOOR (WOOD FINISH) PANT: ❑AG COMPRESSOR/GENERATOR/EQUIPMENT 312 ONMN.6"HIGHCONCRETEEQMI,iSNTPAO. 313 OPENTRELLLSBYHARD6BOYSOREQUAL 314 DECORATIVE PRECAST BANDWO 313 POOL EQUIPMENT- SEE POOL SHOP DRAWINGS REFER TO LANDSCAPE PLAN FOR SCREENING. 316 STUCCO/PRECASTBAND 3l] RIGHT WINDOW COVERAGE CALCULATION LOWERRIGHTELEVATION S]J SF UPPER RLGIiT ELEVATION 210 SF TOTAL 784 SF RIGHT WINDOW COVERAGE CALCULATION GLASS 10 SP GLASS 2 I O SF TnrAi 20 sF OVERALL REAR EIP VATION - ]89 SY (50 % MAXALLOWED 3S2 BY.) PROVIDED, 20 S.F. -2SS% -OK ® R *ECEIVE® q SEP 18 2020 Town ©t Gulf Stream, FL O REVNSIONS N ti O O J LQ r G m W Cy U G H LLI W N V J L LL v O z o O a B I r'' (LYIc� 0" A/C - AIR CONDITIONER ALUM. - ALUMINUM CONC. - CONCRETE COVD. - COVERED EQUIP. - EQUIPMENT F.F.E. - FINISH FLOOR ELEVATION FND. - FOUND F.P.L. - FLORIDA POWER & UGHT GEN. - GENERATOR P.B. - PLAT BOOK PG. - PAGE O.R.B. - OFFICIAL RECORDS BOOK R/W - RIGHT-OF-WAY TYP. - TYPICAL NO I.O. - NO IDENTIFICATION ® - AT&T RISER - ANCHOR - BACKFLOW PREVENTER A - CABLE BOX ■ - CATCH BASIN • - CLEANOUT ® - DRAINAGE MANHOLE O - ELECTRIC BOX Z7 - FIRE HYDRANT ■ - GAS METER - HANDICAP PARKING y - IRRIGATION CONTROL VALVE a - UC 4T POLE O - POWER POLE ® - SANITARY MANHOLE - SIGN M - VALVE ■ - WATER METER M - YARD DRAIN GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 INCH = 10 FT. 1�SU,RVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA UCENSED PROFESSIONAL LAND SURVEYOR. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST RIGHT-OF-WAY LINE OF POLO DRIVE AND THE WEST LINE OF LOT 3. REPLAT OF PART OF GULF STREAM PROPERTIES, PLAT BOOK 18. PAGE 98, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA' BEARING NORTH 05'49'11" EAST. 5. THE 'DESCRIPTION' SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUNO FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. BENCHMARK ORIGIN DESCRIPTION: PBC BM 13-315"ELEVATION - 14.080 (NAVD 1988) 9. FLOOD ZONES 'X'(SHADED). 'X' (UNSHADED), AND 'AE (EL 6): FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 10. PROPERTY ADDRESS: 3247 POLO DRIVE, GULF STREAM, FL 33483 LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THERECF AS RECORDED IN PUT BOOK 18, PAGE 98, PUSUC RECORDS OF PALM BEACH COUNTY, FLORIDA. _ SAID LANDS SITUATE IN THE CITY OF GULF STREAM, PAW CH, COUNTY, ;FLORIDA AND CONTAINING 14,595 SQUARE FEET, OR O.3�4 n MpgE TIE#', SUBJECT TO EASEMENTS, RESTRICTIONS ONS,s4 �(1T8, ANU 'e�` •e," '-' RIGHTS -OF -WAY OF RECORD. w+,�.�.e! 5 ✓p I HEREBY CERTIFY THAT THE ATTACHED BOUNDJLR ;'SURVEY OF °IfiEr HEREON DESCRIBET7;; PROPERTY IS TRUE AND CORRECriD 7HE BEST (' T,1Y KNOWLEDGE AND BEUEF AAi�S$ SURVEYED UNDER MY DIRECTION ON SEPTEMBER 8, 2020 I MRTHER CERTIFY AT THIS ADOPTED BY THE FLORIDA BOAR6-10F PROFESSIONAL SURVF„YGR AIAAPPERS, PURSUANT TO FLORIDA STATUTES'�J2.!@9. •• C y.1 a I.(j a MM .7 :� •4 AGNLR. `Ya"�• k9EYDR 30YN, 'ham E SEP 2020 G. ELEC. 1"=10' S'^NT N0. 1