Loading...
HomeMy Public PortalAbout05 25 2023 Agenda with back-upM N O N OD H (d a oh wQxlx Ei H U E� H py O U) a4xa rx, �D x H W H q pQ U] H p$ Q r14 a a w w x 0 H O H H O+ r-r .� � v .Ci 4-1 l � ` x 4-I M E v a) W S a O� O (d 04 U 0 (1)0 FC Q U v h 3 z F� x H H 4-) -W M� a) (d P°a x o O v Q) .0 m •� -H w F' f.. O r•i ,Q Q �4 �4 U rd �-1 x fi4 ao P P;fxUh gRCx Ei PU 4 �D O Cn fX, w M N O co zNx Ul H W W W U N pq Ha,� Ul a u w w co 0 0 Oa x H a W w x U > PQ 4 Ix a E-F U G4 L.� . 4-1 F4 i v v �4 v U) O 3 44 v 44 v �+ r-I z U a--) .� v '� Q) �4 U O M E �+ N '� U O o �' �' v U (d 44 [l U U v A Ocoil � 0 �4 -) > O O O N U u r� O cn b N F< E4 Ln U 0 ° 41 0 (d N '( bl tT) fd z x -H �4 U •r( v 04 4-1 0 '� H Z W a u 4-)v 7j ri 3 41 4--) rd .� �" a' ri �i �4 a) U) '� r I O H (lYy+ x W H �4 4-) ri rd F' U `4 rd H U� 4-4W U) P4 o O U) .r, > W (d U v r I rl w � U 0 v a) v v O 'd 134 u (d to v ran C°7 wrU ° uai �O0 °i (1)n oU Uo �4 a (d 4J ou �3E 'o (r) � a �4N O O v 4-) rd O r 0 W U N f: 4.) J3) O ft •ri p 'd (d �4 I H R'i d rd 1 4.) Q)•ri U �j P4 M �rd M ft 0O � rc$ CO a U U) Q) �4 W e 4J \ v O H E N v 54 g w U � v O E� W P4 v 0 r-I F-i >1 a, f=, v N x rQ 4J (d 4J P4 ;IAa O 44 A $1 rd � H r-i M O � 71 E � ro U 0 >,Ei � 0 'rl Y � 4J 44 J�) 'o a)� JQ-) a N rQ 00 00 ° (d O H �+ bl v 44 4-) N° Q� 4-) 44 H f� �-I N U v ri Ul b� PQ O '� E U) �J 4.) O r I O H r{ v a E- J-1 N Ei 0- A -ri •r� O � M W rq 44 rd rd �-, O � rd I W O 70 �4 lfl E 4 --1 0' 'd ,�N � ,vim'-,�W0 a��W�v$4U��ai w as MM v - rd Q)O UEirc5 7S 04 4 ° '�rc$ 44 az N N v w a > U� � O. It O O arQ rI 44 O O N i N 0 Qa '0 'T O rd a H 4J O H O H O 0 r--I C N N x Q O H •H M 44P -HQ t71 U H mO 4W O U rd W m H a) �4, O cn 4.)A I~ U O U H I. �4a Ea X! �4 4-) 0 r-I ri H a -r-I U 0 ro U) 4-) U) . O H rd Q) N � 4-4 .0 0 rd Ul 4J r-IE� W ri �+ J-) rd J-) a U rd 0 Q) rd v U) a N N 1 Q O 4-4•� � 44 W Ei a M r 0 -H •i4 'd 0> v m 0 z rri � v D O v „ v � FC 4-)rI rd 0 z w dF FC a) 4J X (d 'd �i W ,El O �I r v v aJ rd s~ r i P4 tr O �4 o P ri O Ga A U1 v r'� ft 44 a 1J rQ t) o 3 O A N 3 �Q hhZ� �I�4J� 0 v a) z01:U � ��U o ri ,� vi a r� .� 'CS v m C 0 o P a w (d a m a t 4-) x ri r I O rd U) tr1 O UU v U ¢, r I r I -) 1 x r I (� F: ' F H N rl rd u � �� 4� w9aiu H H H H H H H H 7 > A� a H r m o 0� � n w ro mO ti (n Cl is 9) w to O ti �C LQ n N 001 � (D n P x n �' (K] 'T1 R) ti w w rh w w til p) Fl Ai (D ct A� (n rn N rt 10 ro �j w" In w�3' F 1-0 rt r tU m to m m H H ro ro rn F� m U] 'ZS K a pe Pi r J cn K r 0 W 'Z " m Z tJ � b �d h, A� r (� '� to cn K �n x m rt� 'iY � (] t M K (D rt� Z� W y � "C crt F-' (D K� (D to ro (D w rt F'- K K X 0 o w (D N- F-' w pi M C) W ro A) ro (D ro O' (D F- 0 (D o M K (D (D rn K K m M N z K 1-0 H- rn C• (D 'o tj C 0 H Fl- n- O H F- pJ Ff- rt ,J C n rt M X tJ W M� Fo () H- O m� C O a n a O K M t� ha J O N C W K m Q N a> (D Fo Fj m ct n C m� n H• F- trJ ti H- 0 H• n K 0 M F K rt O F� rt m trJ a nr m rt H m N m ro H m rt Ai m R m N in w N m m rt ',7 L=1 a SL O N r O H H H I- O m w- rt r 0 rt (D H- ct W Eg rt W 0 0 � is K A) �01 rt 'C p� � �' m �' � O '� rtH rt p H H a z ct (D m z xd Iv C O C1 w H- W H- H (D N (D N (D rt � O K H a p. H ¢ F9 r (D r n K m H- B H e r m H rt ti m R. (D G d -- rn 7J K M to O�j �C rt m H C) m rt K W n n 0 O (D K H (D rr ti H- K p) 0 0 p, H m rt H (D 0 �3' �31 ►' • H- o n�l W H- rt H H- tx] rt N H- rt (D m rt m a H rt H �i y G� O �' � C� m H m trJ � � r3' � H a _ G K (HD m Z � Z � d O ((DD O m Fr ���� N 0 0 N• m"� C 0)� In H' rt m x N X� �� n n� n w�� � m h, m O�� H C1 7d H m W n H m y O C a G� O a A� a Fi m is H a m (D art A) tli � tij ry t� FJ LQ "C ,hd H Z rt n X�V 0 m C s; N (D FJ H 0 (D " K W 0, Pi W SZ bd z (� (D (D C� p ro H- ,b ,b �� O m m 0 F✓ 0 H x "o rt H A� y , ti AI F� F N � tv X rt H m 10 K m m 0 (I] 0 rt� �� x �, y ct rt, 0 O H rt Pi m O P. Pi O t_l GZ H m rt nJ H- m 9 tQ H• O H• p ro '6 m rt n o N rt m H n m H H rt H K H p LQ W ct rt O H ro y rt a X m O rr (D �J H• rt m 0 W N rt m 1 W Ai N H. tjo K rt CD H H p, O m p O p 7J P� rt rt H �' y trJ 0 n m O r_ X m DS O H~ w K� m y m p-, 0 0 '� � '� g m K� m m C r� � K R� m � f1 � z �' Z� Z�� �' o (D m(D� C� � rh y t) R O n H CZ H ,� , 3 m a a pJ C� O C) rt H rt K N• pJ W H m a (D H Fd nJ c.� K cl P- A) ,hpd C O N N y O y , d FEl mxPi � 5 rt Cr H 10 m K O '� ct Z 0 m rr O K a O t N 0 K �7 O ((DDc�-r 0' "C m y � r H � z OH r_ z z w fd O `C O O m(D Fj O O w m� O tom- ct ((DD F1 Pi r n CO t:r K rrtt K� (DD w�� � E r� O (D o a 0 � G) o� x K K� (D�cs rt 0 rh ho� O C 0� 0 � LQ rt� m� m CO ro LQ � E '0 ~. K o � 1-0 �, tj ` P m m r* �C m rt �C 0 m K m m C m y K m ct p, m En (D H r1 �, n H rn Ivy Fi (aD rt K [U[�� Ln o t�i1 x a H K O N m cHr Chi G (~D tv i�t m Ih-+ R 'iS rn O rt y N rt O O H w �, a m y (D uI t+i - m w C 0 C C rt m 0 m "0 pi F� m 0 N w K 0� � (D ti] O Co � z►' A� rn � t=] t j ro Pi m O N r ((DD r t r y t=i cat w� ro m� m rt K°�� '� a R' 'LSo K td m N ro m o ¢ o a rb K � m K un O O H m n I� • m O m m m �Q K ro FJ m Q H- m O ti H LQ P) X ro rt m ro ti p W O c t rt 0 P) X K H C m m K O o rn ' A� O ti ti N rt K W Nt1i H rtv1 O�'TJWO m m h w rtw w rtm wW 1-1 w� C N �rho0 o~m P npi N N ?d (mD m cn .hd ((DD � 7d N ro rr � N m PO IJ W rt '-C K K n m w H FJ m W pa H cn rt bd pi K 7d m ul tri G -- co m cn N r K m m m F� � H- m F-' C rt rt U' P� L=] LQ ti C1 m N(D C(D rn rt p �d 00 t' K m K K H C C Sl � U m � 0) K O b, pi rr C W t� cn bd x bd W rn X m H p H. H Iv � K rt b 3 A) a p p, �d 'o W LQ H- rt m rt rt rt '� (1 H- 71 : H t l N � rt H H ,Q Z rt rt Ln m N ,A 0 N n E n a C rt N O O o H caD rt (DPi�' Z Pi n t5 a a N. rh rt m O �R ttzJ N tlj A M n7 FCC to T1 rt m P, � O rt in W N- rt K O �O C) X rr ~' 0 0 0 lHD pOi m m rt rt O p tTtAj o rt R� H sz N O (D P) 0 rmr cnt N O ti N H O N o 0 G] a '� (D O W �- 'zj m rh z Z O ~ K W W v rd rt P� N m �, H rt K 'z3 P� X A� LQ (D �, rt y rt F y ni z H m m H- rt F� Q, rt (D s✓ a m n m �, Ir ~ W FJ (D m O w O � a K � 0 H• to J Sz w m R� K rt(D m K(D W o --rt rt Fli P) O rt (D P) o ortrt Lnrt rtm m n N m, m H m 1 O w 0 t-' z3 a H- 0 0 G] H H 0 A) (n N m H. rt rt o ((DD O O K O art o P) rrrr ttij tt, m LQ rt rh a m ro O O o O ct ct 0 C K I a � z (D (D (D (�D N (D� rt rt rt0 Q tiJ d n zz H H ti a) W Ho Ei cn td x a F:� H . E �4 EA W pq p cn O 4' P FA H H G4 a i 0 � U) W G4 FC W u1 r U o O ::j U FC O p� O x EA Ul WA x O ao H CHIC H WW W a N R, O(d H H a� � w a z H Q �ro O p4 W O PQ > R+ H zEi 0 pQ O H E+ a A W W Q U a H a H W W p4 PQ pi w z x o a 9 rn >i� x cn H cn `� p4 � � Ra u�i C7 W W U)O —4 w H a a � R' C rd -� cn v1 � F:� 0� H 0 ;; A P 04 x a)41 (1) O E zxrnp °O u a�awr k� nzHU U w m U) w p a) A w A H 4-4 > Wi W O W 3 (d 4 rd E 4-) rd N O -u CO H CO r 4 U C!) U P� nq w> H O z waH wa >1 >1 r U�w � Hg� xw .1i N N A -r >-+:) C)0�Z 41 H O H rI H W WW Q A E1 A w A a H H w x w H co u o O fx� H >C FG U Paa 04 MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, APRIL 27, 2023, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Malcolm Murphy Chairman Participating: Robert Dockerty Vice Chairman Robert Canfield Board Member Curtiss Roach Board Member Jorgette Smith Board Member Also Present & Participating: Absent w/Notice: III. Minutes Gregory Dunham Edward Nazzaro Renee Basel Amanda Jones Teri Power Town Manager Town Attorney Town Clerk Alternate Board Member Alternate Board Member A. Regul- ar Meeting of March 23, 2023 Vice Chairman Dockerty made a motion to approve the minutes of the regular meeting of March 23, 2023. Board Member Roach seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. May 25, 2023, at 8:30 A.M. c. June 22, 2023, at 8:30 A.M. d. July 27, 2023, at 8:30 A.M. e. No August meeting f. September 28, 2023, at 8:30 A.M. Chairman Murphy noted the upcoming meeting dates. VI. Public Hearing A. Declaration of Ex-Parte Communication Board Member Roach stated he had spoken with Ele Zachariades for a few moments and told her that he did not feel comfortable speaking about the Seidman application prior to the meeting. B. Administer Oaths Minutes of ARPB Regular Meeting & Public Hearing Held 4-27-2023 C 8:30 A.M. Town Clerk Basel swore in Keryn Engelhard, Gray Smith, Jacob Lepera, Dustin Mizell, Jennifer Morris, Joe Morris, James Gammon, Margot Gammon, Paul LaChance, Erika Gottsegen, and Austin Musselman. C. Application for Development Approval 1. An application submitted by Keryn Engelhard, as Agent for Gulf Stream School Foundation, Inc., owner of the property located at 3600 Gulfstream Road, Gulf Stream, Florida, legally described as 3-46-43, TH PT OF WLY 475.21 FT OF SLY 667 FT OF GOV LT 1, E 1/2 OF ABND PALM WAY & N 1/2OF ABND PANDANUS RD LYG WITHIN (LESS WLY 128.21 FT OF NLY 70 FT & PB18P42) LYG SLY OF PB23P200 W OF SR AlA & E OF GULFSTREAM RD. a. AN AMENDMENT TO EXISTING DEVELOPER'S AGREEMENT to increase the maximum number of students that may be enrolled in said school at one time from 250 to 300 students. b. AN AMENDMENT TO EXISTING DEVELOPER'S AGREEMENT to permit the construction of a 25x25 (625 sq. ft.), 9'6" in height, cooler/dry storage unit to be erected or expanded outside the building envelope as defined in the Developer's Agreement. C. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a new 25x25 (625 sq. ft.) cooler/dry storage unit in the parking lot of existing property to provide food storage for a student and staff lunch program at Gulf Stream School. Ms. Keryn Engelhard gave a PowerPoint presentation that the Board members found to be minimalistic. The landscape plan provided looked like it was painted onto the storage unit and was unacceptable. The consensus of the board was that the storage unit did not match the architectural style of the school and was very plain and unsightly. Vice Chairman Dockerty stated this would not be allowed anywhere in Gulf Stream and suggested they enclose it, put architectural elements on the outside, and put a pitched or tile roof on it to match the architecture of the school since it was a minor accessory structure. Assistant Town Attorney Nazzaro stated that at the pre -application meeting, former employee, Rebecca Tew, had stated that the unit needed to match the architectural style of the school. Vice Chairman Dockerty made a motion to defer the application to the May 25, 2023, meeting. Board Member Canfield seconded the motion with all voting AYE at -roll call. 2. An application submitted by Jacob Lepera, Leperadise LLC, as Agent for Austin Musselman, owner of the property located at 1200 N. Ocean Blvd., Gulf Stream, Florida, legally described as GOLF COURSE ADD LT 7 (LESS ELY 294.12 FT) & LT 8 (LESS WLY 302.14 FT) & 9-46-43, SLY 211.12 FT OF NLY 240.12 FT OF ELY 112.49 FT OF NE 1/4 LYG S OF & ADJ TO TR R PB115P173 & W OF & ADJ TO PBlOP75 2 Minutes of ARPB Regular Meeting & Public Hearing Held 4-27-2023 @ 8:30 A.M. (LESS NLY 179.72 FT OF WLY 31.50 FT) & NLY 29 FT OF ELY 720.49 FT OF NE 1/4 LYG S OF & ADJ TO PB36P110 & TR R PB115P173 & W OF & ADJ TO PB10P75. a. LEVEL II ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a multi -use sports court. Mr. Jacob Lepera, of Leperadise LLC, and agent for the owners at 1200 N. Ocean Blvd., gave a detailed presentation stating that the multi -use sports court met all Code criteria, including setback requirements. He added the court would feature significant sound mitigation and aesthetic treatments, and would not be lit nor visible to any neighbor. Mr. Austin Musselman was present via GoToWebinar and stated he and his wife had five children, with two of them being eight -year -old twins that attended Gulf Stream School half the year. He added they were seasonal residents who lived. in,Kentucky the remainder of the time. Mr. Musselman gave a brief history of his family having been a part of Gulf Stream since the 1930's, with his grandparents being the founders of the Gulf Stream Bath and Tennis Club. He stated he wanted to honor the legacy of this property and enhance the privacy with landscaping and the sports court was for his children to have a space to play. Mr. Musselman stated they had gone above and beyond to make sure the noise levels would be mitigated. Mr. Dustin Mizze.11e, Landscape Architect, stated that in addition to the dense buffer, there was acoustical fencing that would absorb the noise. He added that the height of the landscaping was not where the buffer came into play but the width and density of the landscaping, which they had in place. Erika Gottsegen, Landscape Architect, added that they had several layers of buffering and noted the types of vegetation in detail. Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk Basel answered in the affirmative. She noted that there were e-mails in their agenda packet as well as new e- mails that had been received and given to the board. Mrs. Basel noted that there had been comments supporting the project as well as comments with objections to the project. Mrs. Jennifer Morris, Town resident, stated that her master bedroom was 155 ft. from the proposed sports court and asked for a detailed description of the acoustical fence. Mr. Lepera stated that the landscape plan had an image of the sound buffering material that was a part of the agenda packet submitted for the meeting and could be seen on-line as well. He said they were proposing six feet, but could go up. to eight feet. Mr. Lepera noted that the objective of the fence was for it not to be visible and to be buried in landscaping. Mrs. Morris asked if there would be basketball played on the sports court and wanted to know if there would be basketball nets to which Mr. Lepera answered there would be removable basketball nets and gave the decibel level of basketballs at 50 decibels and noted that anything below 55 decibels was the nationally accepted level of exterior noise. 3 Minutes of ARPB Regular Meeting & Public Hearing Held 4-27-2023 @ 8:30 A.M. Mr. Joe Morris, Town resident, wanted to note that they were in objection of the sports court. Town Manager Dunham asked what the surface of the court was made of to which Mr. Lepera answered asphalt, consistent with all sports courts. Board Member Roach stated he had issue with the noise going into the nature preserve as well as the negative responses received from some of the neighbors. Mr. Roach didn't feel the court was a necessity and would be obtrusive to the neighbors. Mr. Lepera stated the noise was not going to be audible outside of the property and with respect to the nature preserve he added that gas -powered lawn equipment was four times the perceived loudness. Mr. Roach stated that the board had approved this application at the last meeting upon the exclusion of the pickleball court, that was now being resubmitted and renamed a multi -use sports court, and he wanted it noted that he did not like it. Mr. Lepera responded that they had volunteered to table it to do further analysis and added they were not asking for a variance or a special exception and that this was a permitted use provided by the Town Code. Board Member Smith stated that if any property in town could handle a sports court, this was it. She stated they had presented their case well and it was a family wanting to make use of their property and she did not feel like noise was going to be an issue. Board Member Canfield agreed and stated it was the board's job to make sure it met the requirements of the Code, which did, in his opinion. He added that lawn equipment and "coats driving by made far more noise than a sports court. Board Member Dockerty stated he was grappling with his decision because the neighbor's consideration was very important :in the Town of G:lf Stream. He noted all the discussion that had gone on with The Little Club and -pickleball noise to which Board Member Canfield stated that you couldn't compare the two because The Little Club was an active club with people playing all day every day and he didn't foresee this happening at Lemon Hill. Mrs. Morris stated that at the last meeting it was just pickleball and now it was a multi -use sports court that was going to add basketball, volleyball, street hockey, etc. and was not happy about it. Chairman Murphy stated that technically the applicant had met the criteria for a multi --use sports court, but he agreed with Board Member Roach regarding necessity and stated it was a choice by the Musselma.n.'s and they had gone above and beyond to mitigate the noise levels. More discussion was had regarding pros and cons. Board Member Canfield stated that with five kids, there was going to be noise whether or not there was a sports court. He added the quantitative side addressed the qualitative side in the fact that.the data has been provided. Board Member Smith noted that she hears the kids playing at Gulf Stream School, but it was just background noise. Mr. Lepera noted that the two neighbors that were closest to the property had given positive comments in support of the project. Board Member Canfield made a motion to approve a Level II Architectural/Site Plan Review to permit construction of a multi -use sports court with the condition that the fence be eight feet in height 4 Minutes of ARPB Regular Meeting & Public Hearing Held 4-27-2023 @ 8:30 A.M. on the north and west sides. Board Member Smith seconded the motion with three voting AYE and two voting NAY. Chairman Murphy asked for a five-minute recess at 9:40 A.M. The meeting was reconvened at 9:45 A.M. Town Clerk Basel swore in Carlos Linares and Ele Zachariades. 3. An application submitted by Carlos Linares, Randall Stofft Architects, as Agent for HWP Main LLC, Dov Seidman, owner of the property located at 3813 N. Ocean Blvd., Gulf Stream, Florida, legally described as BLKS A, B & Z PALM BCH SHORE ACLT 3 E OF & ADJ TO SR A-1-A BLK B. a. VARIANCE to exceed the maximum permitted FAR by 599 sq. ft. b. SPECIAL EXCEPTION per Section 70-75(d)to reduce the rear setback from 25 ft. to 10 ft. and the side (North) setback from 15 ft. to 10 ft. C. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit a lanai extension to the existing two-story single- family residence. Ele Zachariades, Land Use Attorney for Dunah, Miskel, and Backman, LLP, gave a detailed PowerPoint presentation pointing out that this was a unique situation with a single-family home being located next to a multi -family property. Carlos Linares, Architect, stated they were seeking a special exception per Sec. 70-75(d)on the rear and north setbacks to provide privacy. He added they were also seeking a special exception per Sec. 70-72(b) to increase the 300 sq. ft. FAR and a variance of 299 sq. ft. Mr. Linares stated the current house does not have a laundry room, which is why they are asking for the side setback on the north. After much discussion, it was the consensus of the board that there were too many changes from what was originally submitted and what was now being presented. They wanted it to be more clear regarding the special exceptions and variance and the square footage trade-off of enclosed and unenclosed. Board Member Canfield wanted them to explain with so much square footage in the house, why they needed a special exception of the 100 sq. ft. to the north. Ms. Zachariades requested to show an alternative plan that asked for only a special exception and not a variance and the board complied with her request. There were comments being made by a resident in the audience that would not go to the podium and could not be heard clearly so they are not included in these minutes. Assistant Town Attorney stated she was asking about items that were not being brought before the board so they would not be making any comments regarding her issue. More discussion was had regarding the square footage, FAR, and special exceptions but the application was becoming more convoluted by the minute, and it was once again the consensus of the board to defer the application. 5 Minutes of ARPB Regular Meeting & Public Hearing Held 4-27-2023 @ 8:30 A.M. James Gammon, year-round Town resident, stated that he and his wife live on the south side facing the north side of the multi -family property next door to the applicant. He wanted to express his concern regarding the site plan changes to the structural footprint at 3813 N. Ocean Blvd. He was concerned it could potentially damage and erode the vegetated protective dune that fronts the ocean side of not only 3813, but also 3851 N. Ocean Blvd., where he and his wife reside. Mr. Gammon was concerned about noise generating equipment such as air conditioning compressors and kitchen ventilation fans that may be located on the north side. He also noted that there was confusion regarding the last two sets of plans included in the agenda packet and wanted it stated for the record that the plan submitted to the DEP on March 7 did not show a vertical retaining wall out in the dune and another plan submitted on April 11 to the Town of Gulf Stream showed the wall. Chairman Murphy stated that the Board was deferring this plan until it was more polished, and he wanted Mr. Gammon to know everything was going to be looked at in detail. Mr. Gammon was concerned about the waterfront, protective dunes, and sea turtles. Mrs. Margot Gammon wanted to make sure the applicant could not continue working on the proposal to the east and the Board assured her that work could not continue until it was presented again at the May meeting. Mr. Gammon wanted it noted that the DEP had only approved a maximum of 152151, with a 15' rear setback from the CCCL and wanted to make sure the Board honored the DEP since the plans submitted by the applicant increased that dimension to 163' with a 10' rear setback. Mr. Paul LaChance, President of the Gulf Stream Shores Board, stated he was speaking on behalf of the Board, and they had been in meetings with Mr. Seidman who had made a presentation of the renovations going oil at 3813 N. Ocean and he wanted it noted for the record that the Gulf Stream Shores Board was 100% in support of Mr. Seidman's project. He added that Mr. Seidman had assured the GSS Board that they would have input on vegetation being put in and they felt it was going to enhance both properties. Mr. Dov Seidman introduced himself and thanked the Board for their consideration. Chairman Murphy thanked Mr. Seidman for engaging the neighbors. Mr. Seidman stated he wanted everything to be done to everyone's satisfaction. Vice Chairman Dockerty made a motion to defer the application to the May meeting. Board Member Roach seconded the motion with all voting AYE at roll call. 4. An application submitted by Russell Rosicki, as Agent for Ryan Weekes, owner of the property located at 2520 Avenue au Soleil, Gulf Stream, Florida, legally described as PLACE AU SOLEIL LT 36. a. DEMOLITION PERMIT to demolish the existing structure. b. LAND CLEARING PERMIT to clear the existing vegetation from the building site. C. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a new 5,719 sq. ft. single -story, 1.1 Minutes of ARPB Regular Meeting & Public Hearing Held 4-27-2023 @ 8:30 A.M. West pool, This meeting at the request of the neighbor to the south going to be addressed and answer at the May meeting. VII. Items by Staff Indies style, single family residence, relocate modify driveway, and add new landscaping. application was deferred to the May 25,2023, the agent. Chairman Murphy wanted it noted that was worried about the drainage and how it was to let the Architect know to be prepared to 1. Referral from Town Commission: Application Materials for Level II and III Architectural/Site Plan Review Assistant Town Attorney Nazzaro stated he wanted the Board to be thinking of what they may like to see regarding application materials as they needed to be updated. He added that a request from the Commission was for an aerial view of the property and surrounding properties to be an application requirement. Mr. Nazzaro asked that they come prepared for the next meeting with a wish list of what may need to be updated. VIII. Items by Board Members There were none. IX. Public There was none. X . Adjournment Chairman Murphy adjourned the meeting at 10:45 A.M. Renee Basel, CMC Town Clerk 7 �1 O a) W, � > .0 ° o U ° -' 4 LO tz ° ~ o a� °14-4 � u ° y � U4-1 u U 3 Q o by o o u o v U, (U ~ o o u . 0 M 41 M bA ,.O p H .��� O O p u V 3 O�, E-cn ��� O H.�� v� O u. *' w a� c� '> 7� R., Q) a 7� a, o V O v Oo o O i v w c v ) " Vj d� t� LO t- N N Q O O 0-4 O O yvy yOi •� — ,w O y O O 'C O~ v A > v v = W u p U) � C.) Q � *-7 N (f) Qn U 'u o 4-1 a� tj o U � w 3 ° o Lo rl CA4-1 m o o u U o o Q o o U ° a, N OO ;. \,C)°::s o o m � a, oU u� un o 4x r U U U +' ° O 4Z m 3 pu .m + u O a, x o ° U 14-4 u v75a ° a, o tea' o 0 4-1 0� o o 3� ~ �� 0 bJO ;, ° 'y a, N aJ L C ;.4 V -W 75 ° � bD O W O u m U cn ° x u U ~ .�' a U as H � O~ �n >> o4 4 wXj O' rt rt W IN !--� O > O_ O CD �CNrt 0 rn, CAD �. n �. Q. Q. S1. D �• cn fD N 0+ O ¢. U) Z p C O �• q U4 O 91 '* el)pni �-. C rD \p C O COD O � cD M CD .r Cc UQ 0c 0 Q. o p 'C '� O '� O O O ►t aq (D CD oA> .O ,..d � CD e� CD .Y, �--� ••„ ... ,..,, ..O `C ,,.p � p � • p O O O �L 'O•r r•r rD C1. rt Ort �1. A� `O pCi [rtD O fi n (DD CD rt O~ A) r ... n CD 0 O O n 17 O irts rt O p • '� Cp � CD '�" � � IQ npi ,U-1 'fir n (D C /'� CD '* ,CDD CD p 'nr n n �n CD l D p G n pi ., • rt ►fit CD n p n O rD p p n It o CD 00 Q. A� A� O A> lD Q N A> N n Marc oac C(D CD CD CD M � � � .Op � NO A�• O � 0 � p � � O ¢' � � � � N N �. � �, � � � O O ►ems °' � Q"' Q.. p n ¢, n O �' rD Q• rr • C rD —, �t ID n CD n. n CD �' �D � � � K ►d :, to � fD � rt CD 6• ,�� n n CD A� CAD :n � e�-r '�'t � i], ►� � � rt C) s Q. CD (D O ri- rD C rn,' C cn CD CD rt �, Q. A> CD (D rt D Or p n• O CD � � � c~n � CD � Uc � CD O �• O Q. C Z) ►� 'ter CD CD (D A> (D O n n �L rnr 0 (D �. rD m O Qp N Q 0 O J LL a W H LL J 0 LL O z O H m E� o ro o in m - (� U Q O \' O O Q _ F— R � d O C N F— co O m A E O w Q fl O '— ai �oC/) a F- °' 3 � o E O C/) Q o c o chi U� o_ CL o y- � O O �+�+ (p C Q) N m cm: E E 6-0 Oca- o 0 O — 07 C6 C LL m >E 3 U (D O O O Q •� N � LL _ L Q) L Q) Q) E I Q U)LEQ) U L Q) F- Q O z O Q O LL z J a w z W CD I- Q d C co .Q co C O a) E y 0 Q U � O O P Q a) U T U c ° °06 fn O LL J a F- a) c 0 00 C 0 O U > U co O 00 m ` °� "t `o m C O o a) U U M a 0 co � - L o WO J LL ° ` a' co m W E O �� 2" > CO M Q) O O 0 N y c 3 O Q) C 3 N N .o c m w o cz ca C:U o Cl) o 0 (D c Q >a O CZ Cl) C O 0 O O cz M m Cl) co O +) 0 o U) L U o Q = C fz z O v r ❑ M U C O 0 (L6 m N J v) Cp L j ~ Z iri -a C L cn > n o ca a) a) p]7C3 0- 0 W i L U O U O Q 0_ CCi ❑ O a) a) a) N o a) W a) 0_ 0_ 0_ W 0_ O N (`' Q Q Q Q In Q a Q) Q � U U L CO p c O 70 Z cu U [ 1 > �- O m cu ,o C U a0i a. U -U co O C Q) C J Q) _O o C 0 (n a z c �j D O a� LL 3 .o (, o O U C co m ai a C O � C: cocz 4 C ow U U) ` O (6 Q) U L L Q) 7 Q z CO Q ° C) N O � a o o L fl- E c + mm (D ° LLI ❑ U U W Cq LL LL (iS m T a) Y O Q O U U co [ 0_ O O L 0 C Q) C 3 O m `'J 00 It CM J LL E M 4- 00 W U 0 z r C) d' N U) O m Q Q) C X (0 LL s m m m a U U C viCD CB 00 co O co � J Q LL 0 � U U) CN Co G E N � (D L m N E C � G Co z E \ FL 00 a � c N (D ate) E a Z Q C C O Q) Q Q x m LL =40 mF CY) I� 4: N C'M NO, � V Q Q' C) C O a) (nCL 0 Q) t0 CL M O O . V Q ❑ ❑ F, nE"5 LQOa) OaQU❑ N 0 0 0 N Q ❑ Q O LL O O 0- CL Q c a� E CI- 0 Q) a) ❑ � 0 c) �O N L O Q) U E m .-a Q Q m Q Cl) F Q a 0 C L) Q) (Z o U O 70 U O C; U N N C 7C3 O� •U �L Cb CO -Q O Q U CO Cb C Co O -E- Q � C cu O O 'aQ O O N Q Lo mU @ o O o E Z p m M � Q m �a Z y -o U, o Z _ m U " cz 0 a,� C6 .0 m c mca m o Q O U. 6 + U O T ) 0 o ° (3) o Q a� a 0 �' 0 U)L CO Cl' O o' O N N w _0 a C o O L 0 ° ° E CO CO CO c7 J O c 0- Q) O *O U a)" 3 O> -O O CO C CO CZ U s CO N C C U h O O C in Cll LL O m 0- 0 .O Q C CO U C o V a)z O 0)C U O i C m `m Cll O C� O N 0- L N m 0 r cz3 o c a a m z� Cn ° ° m 0 �. `� 0 ai 0- a°i ai c a 0- t; i O ` Q > � in c O (O c N a C ca a' �- C6 o ° 3 �_ 3 U > O cm C-) Q t3 c CL6 o c C6 CU O sT N O Cll m O s Cn cn as o ai o m F 'o o c m °' �� m 3� ao ° 0 3 0 a 0 N i L (O C _ C N 'O C U O Q E C Cs CN o a s w LU o° =ciwU 6 (6 ° N U Q Q N N co Cn COL U O� i:� L CO Q) Q Q Q Q Q Q .Q) Cc i O QJ Q O E � cB O ch � > � O p m U M F- @ O z m U > _ N U. Q. O M E o in z Q CQ C o } Z U a� ° z c O o C/) F U r c Q E 0 -- 00 - 0� N N ` � } O O CD Q M + O O � Q E LL a m � m c ° ° a U Z Q y v� ° 0 Q fl J CO ° ° E O a) 06 X ° m CD Z N LU O 4 $° O E "- E C (D p C O co O OU ° 0 CO U U O Q CO +O Q ' co Q C N i i7 N Q U U) m Cn Q o cam m c cm Q mr oZ3 EO, _�a EE ro > E o� LL0 Q ,L "a° o-r c o a 0 oa L ° 0 Q 0 > � n �° Cr O U) O> 0 O O° � O c°i_" m in Q U c� cU c�� m LU0 c ZC/) N CC �% r' U p a C o O L C >} O 0 a) O C`• N_ O U O LO 0 U O N +� v (6 Q O ° o a co Q 0 ° m ° 0 m a a� m___ CD °U) oz m co z Q � -L 0 -F 0 ° Cn ° 0 O O a �a N 00 U 00-- CD O Q Y Cl) 0 Q c o Cq 0�� 00 >} �i >- N Q.L 0 f O U N U Q�j Q Q Q Q Q Q Q 0- l r U N Q 0 Q > z O d >� - Q z c LD c O E m Q O N L O L Q E U) D O O O O 70 c O m U C (B a O M m i O z O (0 _� N � E O N 0-3 Q LLI = z CZ m z L6 m m U LO N O (N 4- 0 1V) Cl. 0 N L U O E (D O O N U O 0 C X N N c O L i i LO N O N 4- 0 fS..L v i U M U) C O U O .fl O U) N U 7 0 m O a. O 0- a) N (D c O L E N U i t E 0 > m U O Q z U f6 a c O _ > O E N L O U � N O �_ 0 O 0 z = z r N M N � U 30 = —CZ G 11 ^cu LL O O O N M Q Q E LO LL ca O Q Q Q C N E Q O Q7 N CD L CD0 O N C L O O m E U N aQ n. Q cn w A / / D ® m \ 2 \ 2 cz \ \ \ 2 \ 3 z a t = 7 o o E c -E a = o 0 / i / \ / 6 / / % 7 c \ / [ co 2 9 E / \ \ \ £ / \ s § \ ƒ > \ ± 2 e \ \ \ = 6 / o c _ s 7 3 at = \ \CL± S� © c = = m �\ \± \ k _= m E ® o $ Dz E e = _\ e- (D .00)% o 0 / c o 2= \ z 0 _ 5E \ §° _\ _®cl c/ 2 { mo a 2 = « am m- ag = __ \ _ Cl. a / / / k E g / \ \ E /\ �\ /� \\ / \ & w « a 3 2 2 3 g d 2 2 2 � Z E \ [ ( \ k .E 7 a \ 0 k { \ E � \ / m \ § \ \ \ \ \ � / \ E \ � c \ \ / \ § a % \\ _ u\ e= /\ / / \ / m \ cu / r \ E e A, e CD m E s m� a% U (D 'D C N 2 _E o -0 O @ M LO m i N U N N CD w a) O o a O a ` C O N CD U m a C C @ 0 J u O �c o 0 ,Ul U E C � @ UN Ia U = k m m c o C °_ m m c o. 2 L C n V N N C'.N J m Cl) C m O U co N C)V 3 ` 0 L C 3 m U U N - C' m p m a C C m o m 0 :E a)O_ v > o E-- m U Cl. CD m (D O [6 c E Cou = O D a)C O �' > U@ v O ~ _O @ (E ccpc U (D..0 m c U C N m N m C cm _ c 0 C-> m a)- E o N o p L m a)oD N U O L m 1- s �_ o o (D cm a)" 3 U -C o O n m w 3 N m U C -O N N o O Co m@ O-'D n Ci N m Q) p N Ln C V) N ch V L6 d d b d cm z C _ 1616 Z m C N E w c 0 0)cca O w a. tCL ° m C m° Z Q) U (D m in.n m a) C N m C "O a)c@j 'mU ? > L N } 'Q Un cn O_ N m N w Cl. @ IL m R m -° @ m _C C (D(Dw❑ m m ° N N m _-. CD w m m 1 w 3 o 2.2 N `i' c N -0Ca_0m m o -0U G q O q =p "O U O Q. 'cn N m an d t O y C is CDrn @ c = CL coca o CLm �' o °- m CL a) w O. CO c m ° NY Y aw N Vi 0 N N E T�O E N m = @ E m (DII @ —' C G O C @@ N d omN fII .o O O C m o- N N @ m Nam) `O m m E a) '� O �'z '� V rL.. N •Q C C @ N C 7 m D O .El @ m O Q O U @ a) N O O, tE a N @ .m+ m m N cl .co O_ m C CL > E .nLa) 2�2 o❑ om o co E o 2 woo a •3t Q U 7 N o O @ r(a C O E Z C: @ N d 3 o w Q (ao Q T Q o m c Is O C C -C Emc N >, C Q m} N n .� m mm @c� U C) r t N o. O. @ x C O C m C. X [6 @ m C m X Q Q @ W U @ me =, C c EX � U: 0 m `a C CL O ca E a) W J wm') 2 C N� N U C >E � m@ @ VO C''n 10 0 U W 2 0 vJ N W N D 4 X O @E �N.. .M.. _ CL a Q Cn Q � £ \ /\ \ � \§ 2 w \\ a\ f \ \ { \(3) \\ a o ±m m a3 ± R =\ \\ Q/ E @ _ t c / \ D \ \CD k /\CD _Q 0 kt / / cm\ gk � < N\ _/\ E ea)»\ _ / \/ (L \f /cu � w\ > g cc ƒ _ \\\ \\\ [ ( \ E > e g2o 9 k2z o \ @ \ 0 »2» ( \ QCo - / ) \ \ £0 2R/ _\ sO— .3< ga w / ./ / \ E \ .@ \ ° 00. /u ca. 0- 2 </ W �-i u N N O cd 0 cd Q p Q' O ° vUi N cd W y Ob o 9n U-0� U �O �°° o oj � U N N O cd N O cd r- " O O cd Ln U bn s:U d o �°b o Uwe U'd� `-� Cdd y cd s .O cUi� N y 78 = .U, bq N rA � 'd y N Ln ^ O cn m o N u U � U U a� o a� an~UUU o U rn N bq(UU ry) d Ccn U) 41Cd N p 4. b N � N N •� N�"-� �" 3•r U • � 5 O O 4ai p cad .r O> U cn cd L d `/ b •� � � � U U N p Cbd�'' i Cd •.� M U 14. � U o s., O C; fl N +1 -,C C7 Cd 9 bA H N cn cd O U y ' cd 'n � � v � o U 0 'd o -Cl-0 cad 'd o ° ;j (�U O O V "4�" 0 U .d 06 N 4.1 y vUi N >' N 9 00rn JQ ° °' nU cd-C70" '. , Cd 70, _ N cd In N U N i 'd r- O " U U o cad U �S-'•, t8 N c o o 03 'd 10 Sy ' c4 U d N O O n (4:0 N N cd U U W) N +� cn cd r Q, N b s� ° -4- d ° '15 ( p ul .fl U N S+ Cd N . � .� ,s.•' O" U .� O .s: � � � O a� �. "•' by oo J-, -d cn U o a� U o ar.. O� a U ° x b can) H a) U bq a) cd a) U 0 U a) rn a) a) a) a) �11 >lb cn m cd N + U cd p cd s. cd U 4�4 N cd cdCUQ, -d o CdN a, QO a) N N O p bA (~ 0 >, U b O N s, cd O cad N �d aoj ~ 'd N 'd +' d VH � 4= ) p O cd � � cd � O O ,� �+ O In N Cd (~ U N Q t; �" c �.(u U c0 N p cn 2 rn U O O'oy N y Pd� '.-0 R N U cd U'cd p N sue- cad .d c0 N �, N N O 'd �; U O O ¢ 04 a) 'dC ON U �� p v O cd r y M U a) A O U O rn U , 4 +- U a p t+; �' a) Q) O 7 y +, cd N . - a) U , , p " Q cad 'd U .o ,fl p bA ai c I y U �C a�i u (UU . n Q" aUi p0q In y CJ cd cd s= U a)Ui �O rn 3d rn� c 0 O ay•, O cd cfd cd oi �O U)M O U 9 N cqj rn rn rail "d O IO 0 N cd O O U O U bUA O Q" t cd cd O 'C p U O°' Q cd a) bA a) bq +' U U '4= rn U U }•' rn cd cad O O a) a) t. O SUy (~ cUd 'd 4� sU, +� N (~ 3 cd rn cd th N M V; �O [� U U O ��- cd 9z rA cn 63 o o U U N U N C� 0 0 0 c� 4-4 x o U O U Cd by H Cd cd 40. 'Cy Ct •� O cn U U > •� ¢ s� - cd ~ U 0to b � o � o • o En O cn cd d Ocl �C o yU cd d U U 00 N H U U O = cdCd U U U 9 (d ��" • U O OC N O U O cd 'C3 ;3cn In cd .� all cd U En yU v ^b N b U cd', C,3 �. U cd ° U ycd., U U cd N O � ;� U N 4N o cn U rA O O O cqj ^' U U ° .b as F U U O E- oN >, U N .O U N 0� cd O O O a? {� 'd v N 'y i•-1 �--i �-•i cn N O p NCO U cn U cd U O U O¢ U�+ ��. U p cd +� - U U A o~ O U U y Y ° cd U cn —14 cn cijai N a (p a d N U� U o s, p U �; O U 6U cd 0 U cd bA U U [—� U - U CIO U W v cn v U cn + sue. 9 'd dcn M i"'' Y'' 'b 'b 'a N N 7) +:3 U U "dam-+ N U N N � � b - >, cH �; cn V � �'' �''• N ,� cad � 9Ub N '�f. Q • s n U°UO (D�cd bcQ'd ¢ 'd [� O Cd cn �' U U , cd �, o U ,�, U O N �, O cn N� �} N am- +- �' Cd U U S." r-+ �." O -d Cd N �" N �" N U N = U tN U cr w cis cn GO cd N N N i, > N N V O cd `n o �. cd cd4.1 � cd U U o ,� o ,� r• � �, �+. N U ° ,�" N N cd rn U rn O F-+ �' Q. U U �' bq cd -'+ 'S �r.,'' cn Ln cn ° '�� V .i 3� N OAS N N N cd O rn cd • bA � ° In X,cd cd O s , U cd �; ?y y N brA ° '� U- .� U y cq " U U✓ y bQ N C/1 t++ • r" U U d U U N �-' •., r° � cu 'i---I .� O p 0° � •�.ti•" [� 4� ° Ste" cd •.. cd i," .O Z cd .ram+ U ° > }' 'b cn .-. '� v �+ ++ ..••i N U U �" O O O O � cS., oj In cv) N N O 'b O i ° B O O P4 N U �, U U N s_ >— +� N Q °' °b' C j a�i . o Oar O cn o o r~ o ti cd 0 Cd n cn •'. c t4.L�� b ry [� Q U V v' cd N : bA N N O Ocn rn U °:� cn cd cd Cl N cd 3 r cd QC's cn F"" N cd 'yd.� — � ' M (n � •`" U .� r^ ' bID C� o O N Cl, 'd SU N cad 3 �" cd U N o b v� cn +�. z? 0 >, " . % N N ram- • r. 'b ., oQy 25 OU U M ' N NU O O H Q ^�. v °� Z-3 ° Cd UUn �. ' ~" v] y M t� � i; N L:ps U En 0 O N O S"� O N � ��• "d • err' 'i" .4� o w U H o F� Fi E� a cd w-0 CIS s-, N ^a $.• N Cl) 'd 'd N 'b cd cn b .sue O~ N U 3 S. 3i u N .�. cn N c S-, cd C3 O r, N S' x" cd cd N O M bA d Cd cd �U+ G� U 00 O U N cd U O ow O 3 ° �. �W �� ~ ° o) � � o 4. ° ° :~ (n cn ° 'd rs Cd y..� �' `+ bl) a--� ,:n ¢, cd �.J N ,--� +' 'CI U :� a: Y O "� � •.� cd -�' N N cd,�' � O cd •C �' }� to rA ° o o ° o �' O bQ U N N 1Ui o '~ U O fS" on '~ U U N s, N cd ��, fl °cd r. H N Q, cd UNzzt U � 3 N N= ^ 0 Q ^fl O "I P. N -- fl s. _ O O v O U N N N N °U s0i a b4 bA "� O V O 4N U .0 N .Z' � ,� N cd 'ti O '—' •�" �'� � �,, .�'. � •? '~ uCd EA CIO U ? R O cd U O ., U N a N cn �'' Sy SZ, M 'L'' V� , r�' '� O V7 N .,� ° ��., 3Z, Vi ' c~n N }' • ~ . ,� U N pVj � � .�'.� � 'b •.. �-+ �' v� vi %.' :: S.."' .�. � •� ° ° 'dam-�'�-+ 0 � U o U °� o N" cd '_ m do 03 cn 4-1 cd b(p - byCdIz yU O O n O +� 0p M Q cUd cd 4- bA ° bA '� cd Y X O O O 'd sU N cd 3 cd cd O cC , .x � s~ ,� � � Ell 0 cn Cd F- • �� H � U .n N � U 'C W O cd va) v N N 4 i N yv O U N v R" UO U Cd Gn v cn 'd 'd N N cad 'i O^ v O v N cd U CA }. b o�1 O cd U) � V v Q o Z cvd �O .d dQ Ci s. bvA v v 4. i, cd N O f� 4 p — N p� N 03 cd Cj En ry) Naj cqj p N P. y O �' v cn O js, v 'd �" U O '� ^0 N Q, cd cd� � m �t w a ON cd v O tl .O O O v 'b O ? v v y v N 4" V p N Con .2 _ rjo v cd _ O x. a a v U a; p O v O ZX -d z" . cncd In j v U >1 N U UCd cqj EOJ 00 CI- 0 C n. -o C � 2 c cu N O `J U � U C w � � cn CD CD N U N Z3 C o � U O U N M 0 0 U U - a) C) W _r_ Y N O `O (D U) oLO L) cV () O N N c a) 0 n. 0 n. L ►N o•) d U O C 7 Q 7 N m o E - a) - N `J N u i a U L L � j R c N '— j 0 0 D N C ) R C 0 a E w n u O _ Ln - 0 N co u c0 J a) U w i a) d O (D C) N a) o [n L vi ) U � j E L C j 0 3 1° > N J c o 0 0 p 0 > C C' U R N N -0 c E U in CD U CL n. > GJ co 2 -20- o O f0 a) C C O U C R p R (CQ a) E > Q CO . p L ° 3 o a°)) X o m C a)N CLO O N 0 uo N > L f R L > C y'^ VJ m o w c n. R O G Z c °° O O Z m ° O N R�R E m w 7 c N N w 0 U o CL 0 U) p R 0 O C N r �z > .n R E O J G O Cl.O O 0 cq w N O a)R C a) a a) c cZ 0 0 R L w 0} a) n N N D N R N Cl IL ca N O O U) rL.. ❑ U aNj O 0 U) ca .n L ? fl_ , U n °2 .d _U •C . rn CL C R 'C O O CL N O0 'o n C O. a) R CL O 0 O N Y _R 7 .5 N Vi °" 0 .L-. N N E > m .L.. N a) o E o R E 0 0 -° o c m 0 C E R coN N R 4 O co .n R c O C a) C 3 m a) U) N U) U)L_. 'D .L-. °� 0 E N V1 C) C. Z N g C C c6 o� L Cl) R O ❑ R -0 cn o C) N d N N R C N 0 C N J m m 2 n.mc > L Q E o 2 ° o a 3 - Q E CL y w0Q `o m N o�� c a E?Q L° (a 0) O Q `p LL _0m R U E> p 00. mN coS2 ° c E>� o C U � 0) C ..a) i 0) 0 () N C Co n. f0CL X c0 'o W E O 0 r X m R c a) X Q > cL 0 O ] 0 > > E 0 a) cU Qi 0) En m mm =Cc i R o n X o C o ° 0m m N o m p w U) ° cER W E m 0 rn a) IL N� c > V)) a) R C n c°i n, O U C m > 0) _ o o R C vd O ... -00 °' ^W^ 3 = C Q" O C D $ C a O N U W `W 2 z 0 n 'L0' N W LO. L0. N p s W .2-0 E _Id 7 CD ..' U 0 CL O_ CL U) ® RECEIVEI MAY 0 5 2023 Town of Gulf Stream, FL AERAIL LOCATION SITE TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 604850 Effective Lot Area 604850 FAR Calculations EXISTING DEMO NEW NET oaouuoc 001? 15898 884 3907 18921 I'VoiT FI'Dos oven is 19034 - 2700 21734 RIM Mom 2572 2572 t" Floor Covered orches overhan s>2:S' - - " 2^ Floor Covered Avmings> 3' and screen clos enure at SOYe 4029 1655 2374 Garage Gross Floor Area 41533 2539 6607 46601 Out Buildings 1442 1442 1442 Total Floor Area Proposed 47043 First 20 000 X ." M Over 20 000 X 10 116e16 Total Allowable FAR Per Manual 123516 Total Hardscape Area Required Landscape Area tot size x 4091 - Actual % Landscape Open Space Area ZONING DATA 15' PALM 15' PALM '15' PALM 15' PROPOSED SITE PLAN I I I I GOVERNMENT LOT 3 i LEGEND = INDICATES NEW AREA INTO SETBACK INDICATES NEW CONSTRUCTION INDICATES E%IS11140 TO BE DEMOl1SHED a BRIDGES MARSH _k ASSOCIATES, INC CHAKM ARCHff8 5 EiKhteen Vln b]Izncr Pelm Beecb, Hoods 004 e: 11111 131 1111 Pez: (_) _ _0 oa 0 c> � zW �F o cn F �y a a � 6fl'6 PIAN ZOND7C DATA o A1.1 ] t.m .a t - �i•F f' t t ��� � tti EEE 11 III n :� � �_. .� / n, �..:?4 ` yr• `� ,+ rf'! �,. ��� � Jr n'> � w: �A a � #fi •'F''rr � �: - � � � Ya; '`'� � yf � iY.. °�s 1 LEGEND -40- = INDICATES EXISTING TO REMAIN INDICATES NEW CONSTRUCTION EXISTING GROUND FLOOR PLAN ---------- - INDICATES EXISTING TO BE DEMOLISHED WALKWAY I � r I I I � � I I I I � II I I I I II II ICI 44 II II � II I I I I I I 25'x33' IIII 'l i oc�uiP'TpH'�ACE El 32'x42' NNE OF EXISHNG AWNI�j TO BE DEMOLISHED I I I I I I I I I I I I I I I I I I I I I I I I -- ------------- 34'x15'------------------- LINE OF EXISTING AWNING TO BE DEMWSHED --------- � ______________________________ ___ I I I pp g*05' I I I I )aISL'HiG E%1HTING YIA YENS PROPOSRH HOARD ROOM 25'x33' LINE OF EXISTING TERRACE TO BE DEMWSHED PROPOSED GROUND FLOOR PLAN 11 - - `" PROPOHHD ]Elie NLOAL PROPOE® PANTRY 16'x1B' C C Qli ✓ tiA BRIDGES MARS ASSOCIATES, INC CHARTEM ARCt cTs Eighteen Vie XTizaer e.>m Hoe6, none. aaag0 Pex.: Isei1 eaz tsaa : (SeT) eat 15,0 W 1TT�1l �r o L GROUND � PfAOR YIAN3 � 5 ab/g2/2a � A2.1 all LEGEND INDICATES EXISTING TO REMAIN INDICATES NEW CONSTRUCTION EXISTING FIRST FLOOR PLAN -------------- — INDICATES EXISTING TO BE OEMWSHEC PROPOSED FIRST FLOOR PLAN i BRIDGES MARS ASSOCIATES, INC dRC91TFC15 a..en, n.na. axed El_ z �T4 PEone: (SB t) 052 1550 Paz: (581) 892 l5_0 �1 a <� w F I%] r ITEM V ems' r u PIAOR PLANS � 5 A2.2 NEW TERRA COTfA TILES TO MATCH EASING PR FGM TERM," NEW iEidiA GOTTA TILES TO MATCH MJ NG BRIDGES MARSH ASSOCIATES, INC Cd rnm ABCHITHCIS ataa�e"o v�. w:ne: e.m a.•", ne.u. zawo Pinc(iaij� eazt�a a ow a a HOOF PIdN9 � S A3.1 EXISTING ROOF PLAN PROPOSED PARTIAL ROOF PLAN CUT OLF ROOF TO MATCN IXISiING � PAINTED STUCCO 10 MATpI DOSPNC� /kkI/� IMPACT MNDOMS PND DOORS ��L.._ II CAST STONE—USTRACE PROPOSED EAST ELEVATIONS EXISTING EAST ELEVATIONS FrIN-i111io,ain ris lP- 1 mm n mono ll mono om n ..� .... on me moon mn n .... .... . .. .... N U 1111 1011 a IN! �� jv BRIDGES MARS ASSOCIATES, INC CHAR= ARCIDTRC[5 s4-- .: (601) eO2 1502 Pnx: (581) BD2 I620 1� a d o:) P =w � F as " scsva�xox Ell A4.1 3 PROPOSED SOUTH ELEVATIONS �/� �/�� 1 11 11 1 ��G d►� � .� � .� �..� � �nn�-moon.moon..moon..moon�111 1021..'::on..moon,non,moon.nu moon.. on.n on... IsomIsom .,Isommomoonmot1. Isom..00n ■ 1mo Isom ■ ion.. moon.. III! .moon. moon .. moon.. moon.. �I(i�i�GI�I�GLk��h!�i!ID fIII!I!I!1!!9!I!I!I!inIIGI!I!I!I!I!I!I!I!Illl!I!I!I!I!I!I!PPIIII!I!I!LI!GI!I!Iiloll!UI!L!!L!!GI!I�UU GI!I!I!I!4!I!I�NI!I!I!I!Iil9!RI m • 79, m ■••• �� MINI n tonu i ii ii ii \� �iii� i ii ii ii ����!�,��� moon .� moon EXISTING SOUTH ELEVATIONS i BRIDGES MARS ASSOCIATES, INC CHASfm A&CHlT S aisnte.n v - mi=a.r Fea: (5811 952 t52o W a d o r A IT z IT 21 a E-4 E- El as " �7 a�.TTax a5,as,� A4.2 PROPOSED WEST ELEVATIONS EXISTING WEST ELEVATIONS i BRIDGES MARS ASSOCIATES, INC CRArrm dRCmTsm n vla al:ner im s„m, ne�a. asaeo PLone: �501) 0 Paz: (58l) 802 10200 W d o U a Iann F y� as " �7 SI.SVATiDN A4.3 0 PROPOSED RENDERING FROM WEST PROPOSED RENDERING FROM SOUTHWEST �IIAfIA�AAniA�► R tr Kira �ll%� �►� 1 ii4�1 ri��f I. ►.5fi a,z'.� l.�hf adY1 ifi m 11 I 11 Ii11 1111 1111 11 1i11 111 lil I@t I'� �'� ��I liil 1111 1111 11 11 IIIIII�� �� i il ®C 1 111l1 Ll }1 r — rt i l - all i is or PROPOSED RENDERING FROM SOUTH EAST BRIDGES MARS Ic ASSOCIATES, INC ABC91 Lm Palm Besch. Ploratle 5 Phone: (501) 052 t555 Pu: (581) 852 1020 a d oU a o <� =ILE F ¢a " c� 5 t� 06/aa/zs o A4.4 Limits of Work NOT TO SCALE F- EXISTING PODOCARPUS - HEDGE. TYP I EXISTING GARCINIA TREE EXISTING GREEN ISLAND FICUS SFRUE1 EXISTING COCONUT PALMS. TYP -Xi5ti►ig Larid5GG1pe Plon 2023m 2023 ip a��ENHRONi,EN. n a�tne - 04 NODYS FIERORDICGINC ..... � i� . DES Hy n�eE.;-%4 Eni nyaR.,. NOTE: LANDSCAPE MATERIAL DAMAGED DURING CONSTRUCTION TO BE REPLACED AS APPROPRIATE TO THE PROPOSED LANDSCAPE PLAN CurrentlU Proposed Landscciae Plan Proposed Lavidscape E/VVIRO/Y MCIYT 12 C-✓11 GRouP Is WU Cony 16d 42H Pain &adt R VIA Flue 561.BR.46DD Ma6ie 561.313.4424 landscape Architecture Land Planning Lardscope Monag emenl Dustin M. Ed, MIA RIA E6666704 e„0,e... i nu e, a ntr,e.. v e.rom C V 0 6 �_ � � S (6) GARCINIA SPICATA P� GARCINIA TREE CONICAL. 10' OA. �i MATCMNG c\ O (w'� �] (140) FICUS MICROCARPA GREEN ISLAND FICUS. 7 GAL, 18' OC Y O (5 AGAVE AMERICANA SILVER AGAVE 25 GAL SYMBOL/KEY PLANT NAME QTY. I DESCRIPTION AGAVE AMERICANA 5 25 GAL SILVER AGAVE FICUS MICROCAPPA 275 7 GAL, 18" OC ISLAND FICUS 0GREEN GARCINIA SPICATA 6 O' OA, CONICAL MATCHING GARCINIA TREE Lomolscape PlSCALEan 52' 48 W JOB NUMBER: N 23069.00 LA DRAWN BY: nick Pastor DATE: 05.04.2023 r-ET L1.O Limits of Work NOT TO SCALE F- EXISTING PODOCARPUS - -EDGE. TYP I EXISTING GREEN ISLAND - FICUS SHRUB, TYP EXISTING GREEN - BUTTONWOOD TREE EXISTING GARCINIA TREE EXISTING GREEN ISLAND FICUS SI-RUB EXISTING COCONUT PALMS, TYP C-xistinq Landscape Plan 2Oo23 oIaINE� 2023 .... .. �� 70a'1ffR'7 &SiG1 wa Ra m�ia/ine 5 - ElIllGNNENI ° 48 HOURS BEf9RE DIGGING 1�0—Q32 1770 r , Siv.•� h4mPl v C NOTE: LANDSCAPE MATERIAL DAMAGED DURING CONSTRUCTION TO BE REPLACED AS APPROPRIATE TO THE PROPOSED LANDSCAPE PLAN (6) GARCINIA SPICATA GARCINIA TREE CONICAL. 1O' OA, MATCHING (140) FICUS MIC120 CA12PA GREEN ISLAND FICUS. 7 GAL, 18' OC (5) AGAVE AME2ICANA SILVE12 AGAVE 25 GAL II CmrrentlU Proposed Landscape Plan Proposed Landscape SYMBOL/KEY PLANT NAME QTY. DESCRIPTION AGAVE AMERICANA 5 25 GAL SILVER AGAVE FICUS MICROCARPA 275 7 GAL, 18" OC GREEN ISLAND FICUS GARCINIA SPICATA 6 O' OA, CONICAL MATCI NG GARCINIA TREE Lcaridscope PLIE GirT 5 7 r—/V V I ROnMF—/'iT D P,JIG/Y GROUP 139 W CIA xad g2o-B Pap � R a14� Rare561dSi4®a W.* %13114424 La n d s c ope Architecture Lond Planning Landscape Nanaq e 0 Dustin M. Vadl, NIA RIA E6666164 o..u.I.... r.....1e.......... I.. C IL JOB NUMBER: j 23069.00 LA DRAWN BY: nick Pastor DATE: 05.04.2023 T L1.0 WEST GUARTER CORNER SECTION 3, TOWNSHIP C6 S., RANGE. E FOUND PALM BEACH GG- DRASS DISH I SOUM UN SECII 4 3 N89° 16' 33-E 368.9 9TSECT-7 10 w. NERION 3. iBEACMOWN3HP DISK RANGE 43 E. PALM(DESTROYED BY CONSTRUCTION) NOB* 22' 26"E 28.29'- WAIL_ /�1��g7�C FD.axa"PRM131C DEFAS'NENT1 45D), L EGR a _(UNDE CAPS'75EMENT PG. 299C DCOO ¢ 16' 33"W t13.54' a^ 4V (170.DO' PLAT) v I FOUND. MNASS-INWALL P.I. 'Yflg �O STAMPED, O6)013M t999 �1w UBUSHED COORpw.TE3. 1 Izs.r D I rf a �G U It I� Y zLe z4N• moo. O FOTE ER =14. 3 1 f11 W SOUTH BOUNDARY UNE -.NSEAWALL �J 1' I 1 I I I I FOUND NSEAW L o.s2s. I I r: " I I £8: I 2c 1 a 4 £ (SE) SET MASON PIN ' 6 DISK IN TOP OF WALL � o I a I I z m I / z 3 D I I - � I $ I � I i i I I I I i I I I 1 I 1 i 1 I I I I I � I I I I I I I I I @ECVEO E(+Rll4RID0 0 SOUTH FLORIDA WATER MANAGEMENT DISTRICT BOUNDARY 'Z E a n � I 0-maa� E IL ,D a D W�Zsamr f ZIO � v Q Z. Q 1i LL FT. PIERCE N 3 C 0� MART NO2a¢ 3 ramn3 NLJaFammo KEECHOB JUPITER 2 n _ FT. �1 5 - 3Y) 7HERN e0U[EY RO NEST PALM BEACH 7 d^ a (n wn Q N r m 3 b SUB✓EC N o U N 3 v BOCA RATON $/TIE Q F Z Z NAPLES - FORT LAUDERDALE {6 IC JUJ O a LL PROJECT LOCAT/ON LAT/TUOE N. 26"20 "122 t L ON GI TU OE W. 80'033 155 t KEY WEST �t -o" NOT TO SCALE GRAPHIC SCALE 80' 0 40. 90' leg' R40' (SCALE /N FEET) I' = 80. OWNER: GULF STREAM GOLF CLUB MAILING ADDRESS: 2401 N. OCEAN BLVD.. DELRAY BEACH. FL, 33453 PARCEL CONTROL NUMBER: 20-43-46-03-00-003-0110 LEGAL DESCRIPTION BEING A PORTION OF THE SOUTH 1.340 FEET OF THAT PART OF GOVERNMENT LOT 3 LYING EAST OF OCEAN BOULEVARD. SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY. FLORIDA. SURVEYOR'S NOTES 1. THE WEST LINE OF SEBEARING DATUM) AND ALL OTHER BEARINGS SHOWN HEREON REFER THERETO. 2. CONTROL BENCHMARK: U.5.C. 8 G.S. BENCHMARK '0-315' ELEVATION = 14.05'. N.A.V.O.'88 3. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88). 4. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS FIRM FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD THAT MAY AFFECT THE SUBJECT SHE. 5. UNDERGROUND UTILITIES AND FOUNDATIONS ARE NOT SHOWN. 6. FLOOD ZONE: CLUBHOUSE BUILDING IS LOCATED IN FLOOD ZONE "VE" (EL 10) COMMUNITY NUMBER: 125109, PANEL NUMBER 12099CO981F DATED 10/5/17. 7. THIS SURVEY WAS MADE FOR THE SPECIFIC PURPOSE OF DEUNEATING THE COASTAL LEGEND NTROL LINE (C.C.C.L) AND ITS RELATION TO BEACH IMPROVEMENTS WITH CONSTRUCTION COWI ELEVATIONS FOR PERMIT APPLICATION. THIS TIDAL WATER SURVEY COMPLIES TH CHAPTER 177, PART II, FLORIDA STATUTES FF ELEV FINISHED FLOOR ELEVATION ICV ON IRRIGATION CONTROL VALVE SURVEY CONTROL POINTS LIGHT CPS CALIBRATED TO HAD 83/90 PALM BEACH COUNTY SURVEY CONTROL WITH P.I. POINT OF INTERSECTION TRIMBLE R8 MODELS 2 AND 4, ROVER AND BASE VATH EXTERNAL RADIO YD YARD DRAIN IOf NORTHING EASING ELEVATION POINT DESCRIPTION SURVEY CONTROL POINT (NAVD'88) (10) 31 782712.1530 964633.0360 SW CORNER SECTION 3 (DESTROYED) .f COCONUT PALM TREE 55 783497.8603 965587.6829 10.56 FOUND CONCRETE MONUMENT ONR-R-172 5B 783656.9054 965611.9133 SET MASON PIN k DISK ON SEAWALL +20.58 SPOT ELEVATION - HARD SURFACE 59 783673.1098 965582.8152 10.63 SET A NAIL h DISK IN CONCRETE FOOTER +20.6 SPOT ELEVATION - NATURAL GROUND 80 783651.7765 965492.6730 12.37 SET CONDUIT PIPE k CAP 61 783786.7813 965417.2177 10.80 SET DRILL HOLE IN PAVER BRICK 8 GREASE TRAP MANHOLE iCA IRRIGATION CONTROL VALVE (D) DEED RECITAL LAND SURVEYOR'S STATEMENT (P) PLAT RECITAL (M) MEASURED IN FIELD FD U FOUND N FIELD O SURVEY SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF WE MAP F R P.I. POINT OF INTERSECTION SURVEY OF THE PROPERTY DESCRIBED IN THE CAPTION THEREOF, MADE UNDER OUR DIRECTION, AND IS It, CENTRAL ANGLE ACCURATETOTHEBESTOFOURKNOWLEDGEANDBEUEF. R RADIUS THE UNDERSIGNED HEREBY CERTIFIES THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN L LENGTH OF ARC CHAPTER SJ-17,FAG. AS THEY PERTAIN TOA-SPECIFICPURPOSE SURVEY"ADOPTED BY THE FLORIDA BOARD P.C. POINT OF CURVATURE OF PROFESSIONAL SURVEYORS SMAPPERS, PURSUANT TO SECTION VZOV, FLORIDA STATUTES. P.R.M. PERMANENT REFERENCE MONUMENT F.R.S. & ASSOCNTES, INC. BY: DENNIS PAINTER REGISTERED LAND SURVEYOR STATE OF FLORIDA CERTIFICATE NUMBER 3562 FOR THE FIRM O 2 Q QWO� oyhv�i N LL 4�?I,n V 4 N V W 4 _ N DRAWN BY: N.ORTIZ APPROVED BY: G. P.WILLIAMS SCALE: 1 " = 20' DATE: N 04 07 23 FIELD BOOK/PAGES G6/19-20 ------------------ JOB NUMBER: o2z-ozsa SHEET: Y OF 3 N � N Z�� �I a zW M p zv" . <zo,:ox� U aN3�4 Noma a�; n Q%Qam I j4>n�n" mo>aam a' InQNljj�i Z ~ Z d5w LL U a V V W a N G � > W S 3 a ry o Y m - G DRAWN BY: B N.ORTIZ APPROVED BY: G.p WILLIAMS SCALE: 3O' DATE: 04 07 23 FIELD BOOK/PACES G6/19-20 --------------- JOB NUMBER: 3 D22-029A SHEET: 2 F3 110 Isw QF 30 SZm Qo NWz > p r�i 311 171�Z W O, 0 LqII ZW II =W ONE NII zwu _mow Uo N": Ow<w =^ uo of haw =� u ww a w3 3 U W Q 3 Q V l W m o N 26 1._ -..—l. - J w24—_ _j—t !—�.' -._ 1 ,_ _ _ - f _ . __,. 24 N __ _ _ __ _ _ _ __ _ _ i _. 7 _., 24 F 2T — _ 1� . ___ _ _ _: 20 „__ ._.� a_..._1 _ ___.. _ C -' , . _ .... ,,,. .�_ ., .,, _,._. ,_ _ _ _:.I _ _„— _ _ _ _ _ 20 m 22 -(.__T -- - - 20 w 20 L,.,__, .__,,.._ Y �.: a w 1 —�. a .:.__ �._,�.,.__ _ 16 w 1B _ _ 7 tg w 3-1--" - . ._ 1T '=_r —(_ 1� _ _ �.—_ �.,o:-_ T_.J.,_ _ , .. __ ;_.___1- 12 12 - _.gL _.__ 12 _ _ —», r 0 T I g _ _. g g _ , e T _ _i _ _ __ 1 L_L_ _ , 1" 3.-._._ ___ T - ...... 2 ., ,_cc ___.. ... j w -30 -20 - 0 0 10 20 30 4a 50 6o m 80 90 too HO 120 130 140 150 160 17D 180 190 20D 210 220 23D 24D 25D 260 270 28D 29D 300 310 320 330 34o 350 350 -30 -20 -11) 0 10 20 3o 4o 50 60 70 80 90 100 110 12D 13D W 150 160 170 180 19D nD 210 22D 25D 240 250 260 270 280 290 300 310 DO 3N 340 MD 360 G 10 STA10+85 Z o J = O wd a Z N Q = w 00 U U II W Q w Q = 3 3 Z= — - - - _ —- 0 - " - _7n _/n -t - n 1n fn n N rn fin 7n T - — -- - on an 1m 11n Inn 1+ 1ln 10 Inn 17n ton ton 7m Mn 77n 7xn i = -_ 7/n 7sn n5n 77n 7m 7m xm Mn xa7 xxn Vn xvi un STA 11+63 14 12 12 0 8 8 STA 14+62 — = --- _ L ._ ------ --------------. I.. �— _ - '- - o _ , 30 -20 AD o 10 20 30 40 60 60 7a 60 9D 1DO Ito 120 130 140 15D 160 170 180 19D 200 210 220 230 240 25D 26D 27D 280 290 500 310 320 330 34D 350 360 STA15+65 20 Q 16 w 12 6 O I< I� w� I¢o U IU wa Few ¢po =�.a III nOZ UZ O II OW O�-J Q<w OW =� U0 U o a� w3 z= Q� v—... F 24 26 __ ..._ _ .. L.._. _ _ _ _,. _..,_ ,...__,_ ___..._ _ ,_ ._l._._1.._ _ ....__J.._ ..._._1_. 24 26 F 24 -r 24 F 22 w 2D _._— ! _. 1 ._.. - 22 - -- -- - - - -- - - - 20 14_ __. _. _ __, __.. _. ,4. 1fi 14 I__ L, _ _ _� _ 12 .._ .__ , T_' _,d __-,_. _ a. _.__.' ___I _. _._.„._ _. _...�__;.___ —r._._ ____f11.�_ ___. - ;_e _.o. ___ b _.._..__.., L„ ,_ 1 ..:,. T - .;. - 12 12 - _ _._ _ - --- _ -- -- — -� - I- - - - 12 n g —. _ _ m, -_ T L — :—Z� _ I __ 0 _ - — 4 � m tl _ 2 0— — -__ __ _. _ _ - -- __F -_v. - 1 - — — _ s-: _. _ .—� 1 - __ _ _ $ __ - — .__.�-._t_ �- -D 4 4 2 _ _ _ _ _ _ _ _ - - _ - _ 4 0 1 f i 4-.NI -20 -10 a 10 20 30 40 50 W 70 W 90 100 110 In 130 140 150 160 In 180 IN 20D 210 22D 23D 240 250 260 270 280 290 300 YO 320 330 340 350 360 4 -30 -20 -10 0 10 20 30 40 50 W 70 N 90 100 110 120 130 140 150 160 170 IN 190 200 210 S20 230 240 250 260 270 280 290 3DO 310 DO MO 340 MD MO _4 STA 12+68 STA 16+48 z ce -' uw w,f MEAN HIGH WATER - 0.44' mo m'm°. I 3= =zm a o MEAN LOW WATER = -2.24' w SEASONAL HIGH WATER = 4.46' OZ Ow Nil ZwY �W UO vl ti 10w 0 J N" D_ w3 z= ALL CONTOUR LINES BASED '^ „Q, ON ELEVATIONS TAKEN ON MARCH 06, 2023 26 r 22 — _, , C - —I _. N F LVERTICALNSI°-15 w 20 �. 20 a SCALE: 1" 30' i�- - HORIZONTAL 12 - 'n ,,, - 12 B 6 4 — ._. - .� — - . _. _._. I .. 1—Y _ _._ " q 2 0 _ _, _ .___ — _ _- _. _- _ 1 ,-__ .� .._I --,-1 - - 0 I 4 - �_._20 -10 - a 1a 20 70 40 50 60 70 W 90 1DD ND 12a 13D 14D I 50 150 170 180 190 200 210 220 25D 240 250 250 270 280 290 3W 310 320 330 340 350 36D 4 STA 13+68 0 U. W y�JM �M wLL°d ti0m� 30Qc� C OWOLu �'yHy 0U.0� 1 (3 0 4 N W 4 y DRAWN BY: N.ORTIZ APPROVED BY: G. P.WILLIAMS SCALE: 1 "' = 20' o DATE: 03 23 23 FIELD BOOK/PAGES G6/79-20 JOB NUMBER: ozz-ozs�a � SHEET: � 3 F3 0 M IT M '�5 � 4, 4� 14-4 �'S w 75 m O u 4-1 O b o > 00 a) biD 4-1 O v u UO M E0 F°- F0CL) W u -� N a) a� -�' C) N + ' • , w N O 1+-4 al tic -W o -Q *" Lri bfJ cC O x O v 00 v v v Cb bt a)�" 00 v U] 1 ° cl v ¢" o W1-4 w .S°, m ON M w up > O cz U M. O v A "t� U O O O O ''� � � � c v �' CI, m v O O O O O O V ca a� L N w :., 9 O ¢, N ++ u ) bbAcz O O O u b4 ZH M•� UP)o �`�.+ .. ;•, o n N � u CIO Q" 3 � 3 Ca Ca u � -o 1 � U CZ " a) o c o 4 u 4J cCf O 4 a .� to u O a)0 pLf) S], bA o 4+ N aJ O Z "D vOi an ° 3 +jct O O a� w u a Q X M O N "" a) CZ +- H v, +j v ' �, •� •� O vi O .� m O M U b� z 0 w M v _ cz w0 �1. 0-4 tl� 7 7) u O N N 3 C) J) 0 0 O H cn .4; O "d f u c� H /� i a� O u bA O 4.1 acu u a� v pa cn Oe�C cz �. ,-� V 0 0-4CU � o o v > nz� Q a a � 0 0 0 �� co D > �, ct cn 6.4 O~ C;-, N M t� 75 el ' v v v 314-4 w O v v w W W 164 O O O 0 O � v Ou N N N u r zi I i v it r1 • o LV LL O 0 O J LL E a)o m d ° � � O d U 3E_ \ 0 0Qw� C ~ w m # o croa a� O 'w li L (a <a O CO 4 �^ 0 Q U 10 tat- 0 o O F _ C W 06 O C OO EUCL m�ow c N o > .0 m d . C al O '5� d cL E w o > m U a� rnU m a c (D co�3LL 4 m a,a>E a)�(� ma�im(D O N a0! Mn �c c N a1 E O d 0 O a7 Q p N i F Q O Q F2 Q M Go co M � LL J < W J U) N (wj -LU Q 0 0 J _J 4 U c w a c, w w w 0 o o 0 o _ q CV a) LO CD as E N d m Z iri (0 m c a O Q 4 0' aa) (D a0i Z O O O d N M Q Q Q LL U) d Z X w S O w 0 d Q w QoQ a a`ni M O Eon z Oc�6 O °u m L CO fn 0 CO O a Z J J O O - LL N Z Cl) 0 U x f0 m 0 H LL LL ~ 2 0 ca OJ M (x9 LL CO m O Go Q O Qo ZU v p LL LL d W W Z CD>mm ai O W O n � R M. T O m> r Y U m o cc a LL U) O w - W CD % Q N J W O J r J ip d U ^ COLU U = >- w w '� m co U o D Q 3 O w N co S CO st 3 w S Z Q Z Z O > Z > �+•O C M O LO m - � Q1 a E O C col N E LL tN0 M p aai o dj iri Z ® 10 c � Z .n C c N 0 a LL .� w to _ o LL :. '° t c _m i+ m a> E d -m c o - 0 U N (a -� m a) € Q 4 65 Z Q d CnLm j L Y N O n� O_ C C C G C C C o, a] rn o, O O Q Q Q Q C d al ui CO t- O r N M Q r N CM d Q Q Q m m m V U U U U S 0 o_ Q c m E 0 o$ 00 .� N c `m o a 6 E c a) 0_ a n a) U) am h U O G U U C a m d h d 'aa n � m J w GO- m U U 7 ai U G •E Q w } K 3o g y LL N �co c G m �'o O N co m m U U O w w W C d C N „d„ O. G d V y C n s o y o- am y y 4 d O O an N in G '9- c0i d V c o m o a0i U Q GO I C x w d L 0 M m O 0) c ex m d d X w o�v oz owUw OOaOXTw' U m03:cil y LL W w o�U)Q OOWC9'. OZ GNU) z3LL� Y � cZ -ZOQ C7 Q W WZLL,oZXQZ wUww-oH OoZ X LLLL11 Z W =4U w~Ua'O O�UWUwZZU 9O)wD W ZZ �W 3cXw(o00 0'm -� UW (D co (U Cc '> w:U>m� dp L1 }� L d O U L m Ewa' 0_ d p�C �m M U d N D m O'` � d m m =<ntna_wE-CCU �O and Uy dw O)L d KPI, w LL U w UJ O LL O x a G = 'G 3 m w y G d O E y d O U m O co co F- m Z m ILto U N 0I 3 d ) W c c �E o 0 aNi } yZ d- Z 'n U e a Za) X = N 0 O U W 7 Q E 7 0 X N } O 'O N d o g m ma LLW � U-0 � - E U Z aW 40 U, d> 0- m c^ a d J G 0 N E� d c d9 > �^ �n N 2o Qy m °.'o °dn d wva> WX� = �E o mo °E E �a CO W CIA Ci �oEQ Oy d G U o� M0oo U dE a U 0 a Q Q •''S-' N = d O L N O m d W N O L Q U y m} .O = c Q o O y 2 O 0 nm_ 3 m" E E a� m E m N 'm > E T(J c LL Q mo, o Z w 0 na > co w w 3 d QZ -0 G 7 X > >V- > r£ m y CD Npo tq U_- 0. n m 0> N > O O O 0p 7 c tlo R} Q m m a' cym _ cU = c o O"O 2Lu `m_ c d E > d p d U� m 0> d m Zr n O - o 0 0 m 43 a a d- «R - Nto ❑o a d N d 0. Nd>O O w-pO w O C U y Q Q Q Q Q Q O. n. Q > > > > > aiq O Z C CM m m m LU O ..J in v` W Of U D w > w > > W W U, _ U rn m ¢ _m = O W 5 a g m o LU C) a j c W Q° Z o a" O F V (D O C7 n H w = I_-Q O » o6 O a Cl. Q. a c� N y � _ F W m m o m N a O W LL a m = 3 LL p m ¢ 0 O m =0LL H � ii m U >� Z o d U L w 0 O N ❑ Cam- a CO C w w d rn w ;� m a cu O a m f0 m Q• co 0? E `t o c o r t >- 'o r F- ❑ m u=i Q a cwi m w v m > Q � E m m Uw❑ Oa lro ¢0 m im W �: a CD cn q m U W ccp �o cn W Ec m N t .o U O 0 COO uj mW m > m j o o y c N m L co Vj E ❑>-m ~ m ¢ mma m d U 2 S ¢ � Z o rna m E a Q m w o 0w i>-N a= a_om 9 ;0 d Z U 0 0 — m w m•> o o cm -—W0aF-o ppZ a LL m N w 7 W N Z w C O °a I_- _ c N a _7 _m V W w o p Z m c O O O 2-1 ECL O) cji= Y C m LL C N Q O ¢ G y C to m N J Z a F- O m c0 'fC U y c m x On n o cc > p d 0 Z o ¢ O ECD c m a m V c •�_ m w m t t0 c y O w F- Q c m W d X E Z m m 07 w O L 3 m d ) 'O «+ ❑ U :s Q m - c cn E aNi m '� m cn m T O a 00 w w ami cm a m 4) c°CD ran m W voi ❑ W 3 0 3 a 2 m m S 5 m ❑ O Z ❑ ¢ X m = m m m d U N U C"5 U O n. .- a N cvj a ❑ > (j > > > p > Z 0 W U W ❑ a cr LL 0 a W w U3 U W d 0 U a Z z m a W Q� W LL 0 z N J m H Z ¢ LL x w O Z 0 ❑ Q H Z U O LL O 0 N C7 ❑ Q `o LL > 0 Q. a c m E CL m� ❑ O 0 w N c � �a U E m < in 2520 AVE AU SOLEIL GULF STREAM, FL 33483 WEEKES RESIDENCE ALTERATION LEVEL III DRAWING INDEX DWG. NO. DRAWING TITLE INITIAL ISSUANCE LATEST ISSUANCE REVISION NO. & DATE T-i INDEX, ZONING & PLOT PLANS 05/03/23 A-0 PROPOSED FOUNDATION PLAN 05/03/23 A-i PROPOSED FLOOR PLAN 05/03/23 A-2 PROPOSED EAST AND WEST ELEVATIONS 05/03/23 A-3 PROPOSED NORTH AND SOUTH ELEVATIONS 05/03/23 A-4 PROPOSED ROOF PLAN 05/03/23 A_$ PROPOSED MISCELLANEOUS DETAILS (NOT ISSUED FOR ARPB) A-6 GENERAL STRUCTURAL DETAILS (NOT ISSUED FOR ARPB) A-7 WALL SECTION, DETAILS & NOTES 05/03/23 A-B 3D COLOR RENDERINGS 05/03/23 A-9 30 COLOR RENDERINGS 05/03/23 L-1 PROPOSED LANDSCAPE PLAN & PUNT SCHEDULE 05/03/23 L-2 PROPOSED EAST AND WEST LANDSCAPE ELEVATIONS 05/03/23 L-3 PROPOSED NORTH AND SOUTH LANDSCAPE ELEVATIONS 05/03/23 DESIGN PARAMETERS CODE NOTES PROJECT NARRATIVE 1) BASIC WAND SPEED (WIND VELOCITY) - AU: TOWN OF OW SW A DEYOUSH DOSING SINGLE FAIRLY RESIDENCE N ITS WIRMY TO 170 4PH RED. (VULT) HISTORIC 05TRICT: N/A FACILITATE CD.NSIMXi•1 OF A NEAR FAME THE MEN SWAE FAMILY 139.4 MPH REO. (VAM) SR7JCRIRE N/A RESIDENCE B ED BE COMUCIm WITH CONCRETE SA M AND WOOD 2) MSK CATEGORY t1 ZONING GLSIRCT FUG -RACE AVE AU SO(OL DSTW TRUSS ROOF AJAR ",L BE OF A TROTONAL WEST WOES SIRE. THE ]) BVILDINO DESIGN: ENCLOSED C NSTRUCTON TYPE: 717'E W PROPOSED RESIDENCE WILL O]MAN 5 BEDROOMS, 53 BA7HRM WITH 4 MNO IMPORTANCE FACTOR 1.0 OCCUPANCY TYPE R-3 A COVERED REAR PATIO, FOR APPROX SOFT SM ROT PIAL 5) INTERNAL PRESSURE COEFFICENT - t.18 LEVEL OF ALTERATION: US8) EXPOSURE . W 7) "NO LOAD AS PER 1603.1.4 F.S.0 CODE: FLORIDA MUM CODE 202D RESgBTVI/D6TING BULDWG TIN ED.. ASCE 7-16 W/ OIRATA NEC 1020 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD UNDERLAY- FLOOD AIR MEAN SPEED SPECIAL OPOGRAPHIC WIND IN B DEBRIS WEATHERING FROST LINE TERMITE WINTER DESIGN SNOW DESIGN MEAT HAZARDS FREEZING INDEX ANNUAL TEMP LOAD (MPH) EFFECTS REGION ZONE CATEGORY DEPTH TEMP REQUIRED 0 psf 170 1 NO NO YES A NEGUGABLE I N/A VERY HEAVY 1 54 N/A ZONE X N/A N/A 2. SUBJECT PROPERTY IS LOCATED VAR11N A VANDBOftNE DEBRIS REGION, LAP IMPACT RATED WNDOWS AND DOORS ARE REQUIRED, ZONING CRITERIA : RS-P ALLOWED/MINIMUM ARCHITECTURAL STYLE. PER 70-97 EXISTING PROPOSED N//A COLONIAL WEST WARES FACADE MATERIAL; PER 70-104 1= STUCCO PRIMARY DOLOR; PER 70-106 N/A 879 - WHITE TRN COLOR PER 70-106 BNO LOT AREA - 15,000 LOT AREA - IS 9992.16 SO FT CHANGE GROSS FLOOR AREA (SEE FAR.) GROSS FLOOR AREA - 016,17 SO FT 5,719 SO FT HA(OSCAPED AREA 10.495 SO FT 8,727 SQ FT LANDSCAPED AREA - 40% 8.823 SO FT AS 10,265.16 SO FT FLOOR AREA RA110 - .JS FLOOR AREA RATIO - 243 30 FROM YARD SETBACK • 30 FT FRONT YARD SETBACK - 42.6 FT 30.1 FT REAR YARD SETBACK - 20 FT REAR YARD SETBACK . 52.4' 20.0 FT STREET SIDE YARD SETBACK = 20 FT 9DE YARD SEIBACI(= 249' 30.1 FT SOUTH SIDE YARD SETBACK - 15 FT/30% OF LOT SIDE YARD SETBACK = 14 15.0 R MAX ROOF HEIGIT - 24'-0' RDDF HEIGHT 14'-10• 23'-6" MAX EAVE HEIGHT- 17-0" ROOF OVDBUNGS = 30" A 12'-6' FIRST FLOOR ELEVATION - MATCH PREVIWS STRUCTURE 83A4' B 4' GAZINO <40% ON ALL FACADES N/A A% (REM) FENCNG FRONT/MSIBLE FROM STREET)= 4' MILK N/A hENCNC SITE A FLEW NOi 41981E FROM STREET) -MAX 6' N/A 4' 6' fAONT Y HARD - 40% MAX N/A 39.8E -- IECC SPECIFICATIONS CONDITIONED AREAS• WD WALLS: R13 BLK WALLS: R-7 WINDOWS: METAL FRAME MIN. SHOD 0.40 DOORS: MIN. U-VALUE - 0.97 CEILING: R30.0 CLOSED CEL SPRAY FOAM FLOOR: N/A LOCATION MAP v '� • - aullsham , K�•�5 TK. PROJECT LOCATION It EX. WATER SERVICE — AVENUE AU SOLEIL 50'RIGH7-OF-WAY �--'� 23'ASPHALT PAVEMENT 'o _w EXISTING DRIVEWAY APRON 21'-2" N.90P00'00"E. i 0.00' "� * REP DRN N EXIST. BRICK PAVER *1 EWAY (WCE W/NEW TRAVERTINE PAVERS) 20'EVA SET SICK EX. SEPTIC TANK EXISTING EXISTING EXISTING (D EXISTING PLOT PLAN SCALEA /16"=1'-0" PROPOSED IN GROUND HEATED POOL WITH SPA AND SUN DECK. (BY OTHERS) 1 I I 1 I I i I I I a I EXISTING 01 3 - " ONE STORY SINGLEFAMILY "' 1 NPOOL a RESIDENCE Kv o1 #2520 9A' i I , 1 49.0' ./ I i \ ` EXISTING NON -CONFORMING SETBACK EXISTING ELECTRIC SERVICE METER & PANEL EXISTING POOL EQUIPMENT PROPOSED_500- . GROUND PROPANE TANK EMO EXISTING MAINTAIN 10' MIN SETBACK FROM AVENUE AU SOLEIL DRIVEWAY APRON PROPERN LINE AND HOUSE RECONNEC WATER _ TO RIGHT-0E-WAY VIC .. RELOER 23'ASPHALi PAVEMENT /�FUNI \ IF REQUIRED. ROWME (TIP) \ POOL SETBACK AT REAR PROPERTY LINE 15' PER 70-74 EXCEPTION IN PLACE AU SOLEIL —� DEMO EXISTING FENCE DEMO EXISTING CURVED GARDEN WALL - SEE LANDSCAPE PUN 1-1" FOR MORE INFO ON LANDSCAPING — BLACK ALUMINUM PICKET FENCE 6' TALL AT PROPERTY LINE • REAR AND INTERIOR SIDE YO.- 78.76' 72.12' s ecs 15-0' SEPTIC SETBACK �i- PAM 01 dIRS T, ,ACGE5500.V/Si— 20'-0• FRONT VNEW -�" STONE PATH ❑❑❑❑❑❑O 0103Q110 ❑�Q- " AP ST 75BS O ❑❑❑❑000E-it'7f'1Flflf 5'--SEPTIC SETBACKOFF HOUSE / SUN PA DECK EX SEPTIC TO BE i RF STAY -° REMOVED'q Q R t_2v (MAN MP) 7 - ---- 0o I' PA -TIRO- \ § 0 v 19'-9 afSQ FT �,-,/,\\ �� tT-W (flAT) i I NEW I o 1 SO FT NO b B'-0" SES�ii lam;----'-i ❑ TSG - \ - Y ts'-^•(D'`»- 99' I I DRIVEWAY ',aB9.4 SO FT I~•'i 5,0 PT❑:• O❑❑ oo�❑a NEW CBS I i a 4 o "Arw i 4,6696QFT I �6•_°" Bass ❑ ❑ HB25s0Fr SfNGLEIFAMILY I IT I CX Co 1 "" 0� CH. _RESIDENCE IN #2$20 IC 6A TEXT \ 30.0 U (FHA) ' Ft4.94 I iNG FUN ff � �-Affi NEWT° � GARAGErGE+1.OA8 I w I\ 826SZFI,a I L J (DPROPOSED PLOT PLAN SCALE:1/16"=1'-O" EXIS4ING DRIVEWAY APRON I EXIS�NG HYDRANT -BLACK UMINUM PICKET FENCE TALL SET 24" FROM P PETTY LINE FL ASP {Ul®L ROMM DA7V 11WII!IIB NESOM AR9R37 GTS • 1 T Russell Rosicki Architect ALA, NCARM L IT AP DESK T R ARCFIITECM M. LLP 6M N I• omwlA'Y I bfEL.BOLTRNS P'i. -12940 VOICE ' AS4 J II'IIOC?7D� RECEIVED MAY U 6 Gown of Gult Stream, FL F1,11 2. ARPB SUBMISSION - /22/2 ARPB HEARING 5/03/23 ARPB SUBMISSION ERE VISIBLE FROM T ET) PRO IDE NEW SEPTIC SKI DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE, S AT FRONT YARD pRE THE EXCLUSIVE PROPERTY OF DESIGNPARCWTECTS FL LLP. WHETHER (DES GN BY OTHERS) THE PROJECT FOR'AHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO SE REPRODJCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CLIENT NOR ANY OTHER DIM ON AM OTHER PROJECTS OR FOR ANY D(IENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUNORPATON AND PEOASSION FROM AND AGREEMENT WITH DESDNRARCHTECTS FL, LLP.. SHOULD A CAD FLE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MFMS WAY THESE DRAWINGS BE REPRODUCED. NEW SINGLE FAMILY HOME PRO OSED CURB CUT ) STEPPING 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 CURB CUT TO LnIED TITLE, INDEX, ZONING & ---'----J`\ \\ I --_ TRMED WITHM IMAZEK �� \\ _______�I G ❑ 1 PRO ECT AND MAINTAIN S O 510 �Cx ^ ❑ ❑❑ �+ EXIS ING HYDRANT / 1 � � . D• AEiTEssoR �49• 12 �� PROPOSED CONDENSING UNITS ON CONIC. PAD RECONNECT R UNDERGROUND ELEC SERVICE.E. PROVIDE NEW MB METER. 0' ' i6' 32' PROPOSED GENERATOR ON CONIC PAD. MAINTAIN 10' FROM ALL 1/16" = 1'-0" OPERABLE DOORS AND WINDOWS. NORTH 30" ROOF OVERHANG (TYP) PLOT PLANS OAT& 02/16/23 L�TWA;P 2101 SCktD AS NOTED DRAWM AXE' T-1 1111RAWN 1W JRC m RRR t�C YlOU ELAKln= RVIOU SKMATUFS GTsigma Russell Rosicki, Architect AIA. NCARH. DARCA. IT TWO AP DESIGN R ARCIUMCM FL. LLP 6260 N 11MITWAY 1 NISI.DOTURNH FL 3H2%40 V= I %1311" �(0? 1 Na IDAISISUMMSM I DRAWW AND SPECTICATIORS, AS INSTRUMENTS OF SEIW, ARE THE EXCLUSIVE PROPERTY OF DESIGNRA KTECTS H, LLP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS IXECUfEO AND CONSTRUCTED OR NOT, THESE DDCUMENTS ARE NOT TO BE REPROMED IN ANf FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CLENT NOR ANY OTHER Dry ON My OTHER PROJECTS OR FOR ANY EXTENSONS OR AUpTONS OR ALTERATIONS TO THE ORGM PROJECT EXCEPT BY WR M AUTHORIZATION AND PERNKSICN FROM AND AGREEYWI WRH DESICNFARCHNECTS n, LLP.. S.D A CAD FAE BE PAOMOED TO THE CONTR1CTIR HE SHALL USE iH15 Ai WS R. AID HOLD THE dAGNE'T f4AYlE58, By NO "M MAY THESE DRARNGS BE REPROMED. NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 'rms PROPOSED FOUNDATION PLAN DA7a IrAOIeET Nou 02/16/23 2101 SCAM AS NOTED MA*'M NQI Jeee A — 0 1 PROPOSED FOUNDATION PLAN SCALE:1 /4"=1'—O" CONMUC110N LEGEND �����ggqpppE I.I.I. DOOR TO REMAIN / IIN GGGIII/ I�'lh NEW INTERIOR ODOR U.O.N. EXISTING WALL TO REMAIN NEW WAL 2X4 WD STUDS 016 OC &1/2•TYPE-X GYP. BE. BOTH SIDES AV m PSI 6X16 CWU WALL W/ 16 BMiS 0 4B' OD IN FILLY MORTARED CELLS X'X"X'X" SIZE OF DOOR/WINDOW (XXXX) WINDOW & DOOR NOTES 1. ALL NEW W,NDOWS/DOORS SHALL BE IMPACT & ENERGY STAR RATED, OR APPROVED EQUAL & SHALL INCLUDE INSECT SCREENS. 2. ALL WINDOWS SHALL BE INSTALLED WITH CASINGS, & EXTENSION JAMBS (WHERE REWIRED); FINISH TO BE COORDINATED WITH OWNER. ENSURE ALL WINDOWS ARE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & FLORIDA PRODUCT APPROVAL SHOP DRAWINGS. 3. ALL WINDOWS SHALL INCLUDE WHITE EXTERIOR FINISH W/ WHITE INTERIOR FINISH AND GRILLE INSERTS WHERE SHOWN ON ELEVATIONS (VERIFY FINISH W/ OWNER). 4. ALL INTERIOR SWUNG DOORS THAT ARE SEPARATING CONDITIONED SPACES OR OTHER UNHEATED AREAS SHALL BE ALUMINUM/INSULATED. 5. HEIGHT AND WIDTHS AS INDICATED IN PLANS. 6. ALL DOORS SHALL HAVE ADA COMPUANT LEVER HANDLES IN BRUSHED STEEL FINISH & MOUNTED O THE PROPER HEIGHT. 7, ADJOINING WINDOWS/MULLIONS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. SEE PLANS & ELEVATIONS FOR OPENING FUNCTION OR HINGE. INT. FINISH NOTES 1 - ALL SPACES WITH AREA OF WORK SHALL RECEIVE (1) COAT OF PRIMER AND (2) COATS MIN. OF INTERIOR LATEX PAINT BY SHERWIN WILLIAMS OR APPROVED EQUAL. (COLOR BY OWNER) 2 - ALL CEILING SURFACES SHALL RECEIVE (1) LAYER OF 1/2' GYP. BD. W/ (1) COAT OF PRIMER, AND (2) COATS OF SHERWIN WILLIAMS INTERIOR LATEX PAINT, COLOR TO MATCH EXISTING. 3 - CONTRACTOR SHALL PROVIDE & INSTALL ALL STANDING AND RUNNING TRIM. PRIME & PAINT SHERWIN WILLIAMS SEMI -GLOSS FINISH (COLOR BY OWNER). 4 - COORDI NATE FINISH OF ALL DOORS WITH OWNER. 5 - COORDINATE FIN SHES FOR ALL COVER PLATES WITH OWNER 6 - COORDINATE FINAL FLOOR FINISHES WITH OWNER SPRAY FOAM NOTES: SPRAY FOAM THICKNESS UP TO 4" REQUIRED TO MEET REQUIREMENTS OF R316.3 (FLAME SPREAD INDEX OF NOT MORE THAN 75 WITH A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450) SPRAY FOAM THICKNESS EXCEEDING 4" THICK SHALL MEET REQUIREMENTS OF R316.3.6 (PASS ONE OF THE FOLLOWING APPROVED TESTS; FM 4880, UL 1040, UL 1715 OR NFPA 286 WITH ACCEPTANCE OF CRITERIA OF SECTION R302.9.4) ARCHITECT RECCOMENDS TOUCH N' SEAL BY DAP FOAM, INC. PROVIDE ICC-ES REPORT TO ARCHITECT PRIOR TO INSTALLATION IF ALTERNATE PRODUCT DESIRED. SEE PLOT PLAN ON FOR POOL AND PATIO LOC. COVERED O P® O ❑ � O — — IMPACT RATED TRIPLE SLIDER BY LA FINESTRA, PERFETTA LINE. PATIO WET -BAR CONSULT OWNER FOR MILLWORK AND APPLWICES. O ® O Ali. ;.i♦i i i i i•� 2670 2670 2670 - ii:Xf�!!••�!•!•!•!•!1!.�p IiI• Ir!•�•!.!•:•��•� 11 000 ;• WET BSSTUDY H It d • • flH7 - J � I1 fYi1 ii •�� _ ikYl iF:1 Ir i I L� �•� fkfi7 fFt1 GAS RANGE O O j KITCHEN CONSULT OWNER FOR FINISHES.— 10' 6" 1 K17ChEN a [�J fief VPROVIDE HEARTH THAT MEETS REQUIREMENTS OF R1001.10 MIN 20" EXTENSION INT ROOM, F 12' EXTENSION TO vl SIDES) AND R1001.11 (NOT LESS THAN 2' FROM COMBUSTIBLE MATERIALS TO FIREPLACE) �,. ♦♦♦♦♦♦I=r Ir♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦♦♦I •=i• • I.ilil�ili!i!i!i'� i!i!i!i!i�ili!i!i!i!i!i!i!i!i�i�i Oi iD381 �' I y♦♦�, r •w •. 1 1 I� ♦ 1 I, ,! • �i ,.,I st iIINNER u GRAND FOYER ` 23'-0' f I I I V-4° - STEAM1119F— F� ex11RI'I IU„1oGJ, • n A F1 T ® ' ' w _________ 22X30 ATTIC ACCESS ® HATCH. COORDINATE X FINAL LOCATION WITH OWNER. (TYP) 11251 _ M BEDROOM 11271 F��Np�'T Airy- LA.UN[)RY jl I I m 2 • MASTER 26410 6410 2670 2670 q_3 F G JJ BATji_R_40A1 _o o O � BATH CONSULT / "r OWNER FOR / BATH CONSULT FIXTURES. (TYP.) / OWNER FOR 9 -11" FIXTURES. / L 26410 5MINOR ACCESSORY SETBACK? D PROPOSED FL / 4SCALE:1 /4"-I'-O" / I Na a41118, W. 3 09/2 ARPB SUBMISSION 3 22/2 ARPB HEARING 5/03/2 ARPB SUBMISSION a a w w I A-2 111011GS ANO 111111 ATI@6, AS 1ISI11"S OF SERVICE, ARE THE EXCLUSAE PROPERTY OF DO"11RCHITECTS FL, LIP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR HOT. THESE DOCUWENIS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO fE USED Bf THE O PROJECT OWNER/CUENT NOR ANY OTHER IMP ON ANY OTHER PROJECTS OA FOR ANY EXTENSION, OR PODITXNIS OR PLTEMDDNS TO THE ORIGNA1 PROJECT EXCEPT BY WRITTEN AUTHORIZAHDN AND PERMISSON FROM AND ACREgENT WITH DESIGNRARCHITECTS FL, LLP.. SHOULD A CC ALE BE PROVOED TO THE CONTBACMR HE SHALL USE _ TH6 AT HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY THESE DRAWINGS BE REPRODUCED. J NEW SINGLE FAMILY HOME / 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 PROPOSED FLOOR PLAN I]A79 PNOIIILT Nw SEE PLOT PLAN ON 2/T-1 02/16/23 2101 FOR PAVER & DRIVEWAY LOC. W4LO I7""'M No' AS NOTED 111AWN W JRC 0' CEMCIM �' A-1 RRR NORTH CHIMNEY WITH LIMESTONE CAP -� IFL ANCIRE -6' RIDGE HEIGH LET EV= 14'-7" 25'-7" 1 V-9" FLAT TEXTURE CLAY TILE IN ASH GREY BY LUDOWICI 72 COPPER DRIP EDGE TRIM ® ROOF 6 TO EAVE TRANSITION LUDOWICI SMOOTH CLAY TILE W/ TOX14 REVEAL m CEILING ELEV- 12.-5. N II 2 _6, 25'-7" 7 -2" UNDER S PAINTED SHEATHING EXPOSED in UNSLOPING EAVE WHITE RAFTER TAILS M= 0 r❑� a r `I r HARDIE 0 S; COLOR WHITE 01-3 BY I - - SNCDO 4r , �FlNISH IN UP TO ' m .. C DoE APPROVED r11 caoR 679;/ r r 1ST F.F.E. J 3'_0" kkk O O 5 -6 2,_6" N ELEV- 0'-0' SLOPED GRACE CHANGE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REAR YARD. FRONT AVG. GRADE ELEV--1'-10' TRADITIONAL RECESSED PANEL FORMED STUCCO TRIMS FOR TRAVERTINE STONE STEPS. IMPACT RATED CASEMENT STUCCO SMOOTH TEXTURE WOOD GARAGE ODORS B'! COLUMNS IN TRIM APPROVED MEET CODE SECTION R3 11.7 WINDOWS WINGUARD ALUM. FINISH PILASTERS ON CLOPAY IN WALNUT COLOR 968;DUNE. SEE DTL MIN RED. MAX RISER 7.75' CA740 BY PGT (TYP.) SEE FACADE TO MATCH COLUMN. 4/A-7. MIN TREAD OF 10" (TYP.) 3/A-7, COLOR; WHITE TRIM APPROVED COLOR 2' 4• l 1) PROPOSED EAST ELEVATION (FRONT) 968;DUNE CUSTOM 2 PANEL SQUARE WOODEN ENTRY DOOR BY 1/4" - 1'-0" SCALE:1/4"=1'-O" MILLWORK 360 IN WALNUT IRREGULAR LIMESTONE SEE 5/A-7 CHIMNEY WITH LIMESTONE ACCENT IMPRESSIONED CAP 1 11 11 STUCCO LAP SIDING WITHIN FRONT ENTRY PORTICO PAINTED PRIMARY APPROVED RIDGE HEIGHT COLOR 879; WHITE. ELEV= 23'-6" I SCONCE (TYP) REAR YARD GRADE HIGHER THEN FRONT SEE SITE PLAN — I _ @Rio ■o 011-01 E // 20'-0" IMPACT RATED IMPACT RATED TRIPLE DOOR (TYP.) SLIDER 8Y IFINESTRA, PERFEFTA LINE. (z) PROPOSED WEST ELEVATION (REAR) DSCALE:1/4"=1'-O" -- 2540 AVE AU SOLEIL -- -� - 7%?D AVEAU SQLEH. 125' WIDE 125' WIDE (CORNER LOT) (D�y�� UOERECALVTO 0' " 10' 20' 40' i20' FLAT TEXTURE CLAY TILE IN ASH GREY BY LUDOWICI 12 CEILING .. RAFTER TAILS RT-4001-0 ELM A ■■ ■■ - ■■ 2'-6" �SNCCO FlNISH IN 1ST F.F.E. APPROVED CaOR 679;Z REAR AVG. GRADE IMPACT RATED CASEMENT WINDOWS, WINGUARD ALUM. CA740 BY POT ELEV= (TYP.) SEE 3/A-7, COLOR: WHITE WINDOW TRIM IN APPROVED COLOR 968; DUNE cz�s i q rT �— sell Rosicki�J Architect AM NCARIB, D �RCEI, IIW-Wzn AP DPffi@i R ARCiIITECIB Fi.. i i P 6260 N knonVVAY 1 IvIE1-dBOL720-E FT- 32940 um , 934"371-91f R4V-- 19C1&OW 3 09 2 ARPB SUBMISSION 3 2? ARPB HEARING - D5/03/21 ARPB SUBMISSION DRAWINGS AND SPECIFEAIgNS, AS WSIRUMFNFS OF SERWE ARE THE D USIVE PROPERTY OF DE%NRARCHffECTS FI, LLP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY AIDE NO TO BE USED BY THE PROJECT OAWER/CXM NOR ANY OTHER ENTRY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR AOCITCIS OR ALTERADDNS TO THE ORIGNAL PROJECT EXCEPT BY WRITTEN AUTHORI7ATION AND WSSION PERFROM AND AGREEMENT WITH DESICNRARCHFTECTS FL LLP., SHOULD A CAD THE BE PROVIDED TO THE CONTRACTOR HE SNAIL USE THIS AT HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MUMS MAY THESE ORMONGS BE REPRODUCED. NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL', DELRAY BEACH, FL 33483 •'rICIUM PROPOSED ELEVATIONS 02/16/23 2101 WA'a AS NOTED MAWQAt No' DRANN W JRC Colcm w ooP A-2 IL A1198aW1F n110IIIIELL aD®EII SKMAMW GT ijr—Tt Russell Rosicki kchitect A , NCARH, .SED AP ERNMON R ARC U113CM FL, L.LP 6260 N MCMWAY I IELBOURNE FL 32940 M= A 9WYA94 R00(6DESMOIARCHMISCON NO. DAMISILMMMOM I ORAWMKS AND SPEOFOATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF DE90NWHITECTS F4 LLP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT . THESE DOCUMENTS ARE NOf TO BE REPRODUCED IN ANY FO M AND THEY ME NOT TO BE USED BY THE PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADgDONS OR ALTERATIONS TO THE ORONAL PROJECT EXCEPT BY WRRTEN AUTHORIZARON AND PETME H FROM AND AGREEMENT WITH DESICNRMCHITECTS FL, LLP.. SHOULD A CAD FIFE BE FROM TO THE CONTRACTOR HE SHALL USE THE AT HIS RISK AND HOLD THE ARCHITECT HARMLESS. BY NO MEANS MAY THESE ORWNGS BE REPRODUCED. NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 7rav PROPOSED ROOF PLAN DAM FRD=L NW 02/16/23 2101 SIGHS AS NOTED MAWM Na' MAW 9N J � � RC ... A-4 ��VVNDCVV LABEL WINDOWSCHEDULE 0--DOOR LABEL DOOR SCHEDULE 0--DOOR LABEL DOOR SCHEDULE MAIN HOUSE MARK TYPE REMARKS SIZE ROUGH OPENING PRESSIRE RAYG (+) P6F (-) P6F ENOOE Y / N Iu�PACT Y / N MARS Y / N FL APPROVAL/ NOA 1 NEW SINGLE DOOR 3'-V- % 0'-6• 3'-2•- X 8'-7• - - N Y N -- 2 NEW SNSE DOOR 3'-0•- X W-6• X-Y- X 8'-i -- -- Y Y N -- 3 NEW TRIPLE SEDER 20'-0• X B'-6• 20'-2• X 8'-7' -- -- Y 1' N -- 4 NEW SINGLE DOOR S-0•- % W-6" 3'-2"- X B'-i -- N Y N 5 NEW SNCNE DOOR 3'-0- % Y-0• Y-Y- X 8'-Y Y Y N -- 6 NEW OVERHEAD DOOR 9'-0"- % 9'_p g_2•_ X g_1• Y Y N __ 7 NEW OVERHEAD DOOR 9'-0"- X 9'-0• V-2•- X 9'-1• DPROPOSED WINDOW/DOOR SCHEDULE SCALE:N/A 2X4 ROOF TRUSSES • 24" O.C. ENGINEERED BY OTHERS. FINISH PER ROOF PLAN 12 TRUSS HOLD DOWN `Q 6 STRAP SEE ROOF PLAN MOR E RE INFO — HALF -ROUND GUTTER BX16 TIE BEAM W/ (2)#6 BARS TOP/BOTT, USE #3 TIES • 1 B" OC PROVIDE FOIL INSULATION (TOUCH 'N FOAM OR E0.) OVER PT 3/4' FURRING STRIPS TO ACHIEVE R4.2 AT PERIMETER WA115, TYP. 2 PROPOSED WALL SECTION SCALE:1 /4"=V-D" 11 LOWE SEE 42 FORMED STUCCO TRIM ON FACE PAINTED APPROVED COLOR 968;DUNE tx2 STUCCO FORM. TRIM ON FACE 1x6 FORMED STUCCO TRIM ON EDGE PAINTED APPROVED COLOR 96B;DUNE PAINTED APPROVED COLOR 968;DUNE IX2 FORMED STUCCO TRIM ON FACE PAINTED APPROVED COLOR 968;DUNE 1x6 STUCCO FORM. TRIM ON EDGE PAINTED APPROVED COLOR 968;DUNE 10 FORM. STUCCO TRIM PAINT. APPROVED COLOR 96B;DUNE 1,2 STUCCO FORM. TRIM ON FACE PAINTED APPROVED COLOR 968;OUNE 1x4 STUCCO FORM. TRIM PAINTED 1/2' MUNTINS IN MATCHING WHITE APPROVED COLOR 968;DUNE IMPACT RATED CASEMENT 06QP�P�ER WINDOW TRIM PROFILE WINDOW, WINGUARD ALUMINUM,SCAL" CA740 SERIES BY PGT (TYP.) 1.2 FORM. STUCCO TRIM ON FACE PAINTED APPROVED COLOR 968;DUNE 10 FORM. STUCCO TRIM ON FACE PAINT. APPROVED COLOR 968;DUNE 3 ENLARGED WINDOW DETAIL (TYP.) SCALE:3/4"=1'-O" TRIM PAINTED B;DUNE ATOP 1X6 NERS TRIM PAINTED B;DUNE ATOP 1X8 ;NERS TRIM PAINTED B;DUNE STUCCO FORMED TRIM DLOR; 960 DUNE '00 FORMED CORNER ED COLOR 968,OUNE TRIM PAINTED B;DUNE ROUND CORNERS TRIM PAINTED B;DUNE ROUND CORNERS TRIM PAINTED B;DUNE TRIM PAINTED B;DUNE MITERED TRIM PAINTED B;DUNE ROUND CORNEAS ORMED TRIM PAINTED B;OUNE ATOP 1X8 HERS ARE WOODEN IORK 350 Ix4 STUCCO FORMED TRIM PAINTED APPROVED COLOR 968;DUNE 1x2 STUCCO FORM. TRIM ON FACE PAINTED APPROVED COLOR 968;DUNE 1x4 STUCCO FORMED TRIM ON FACE PLANTEDAPPROVED COLOR 968;DUNE l /) LOWER WINDOW TRIM PROFILE SCALE3"-1'-C" 1` M R ASH GREY ROOF+ TILE F ( PRIMARY EXTERIOR WALL COLOR 079-VVHFTE . 1 'NINDO'NS-WHITE 1 I 1 8 MATERIAL SWATCH SCALE:NTS AL ARCH= m>MUU RO®C81 SI RNA71URE • GTS i ff Russell Rosickii Architect ATA. NCARB. D.ARCii, T srnn AP DFS10N R AXUC1HTEC TS FL. I.I.P 6260 N HIGHWAY 1 111L.1I301L71kNE FL. 32940 VOICE ; 954-311-94 ffG0@OESU1a ARCBr1BCT&CC1 DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SEANCE, ARE THE EXCLUSIVE PROPERTY OF DESCMIRAIRCHITECTS F1, LLP. WHEMER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CUENT NOR A' OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AIDHORDATXIN AND PERMISSION FROM AND AGREEMENT WITH DESIGNRARCHNECIS Fl, LLP.. SHOULD A CAD FILE BE PROVIDED TO THE CONIRACNR HE SHALL USE THIS AT HIS RISK AND HOLD THE ARCHITECT IWUflESS, BY NO MEANS MAY THESE DRAWINGS BE REPRODUCED. NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 DETAILS & NOTES I10D 1PROOBLT bm: 02/16/23 2101 8G1S AS NOTED IIRAYVIIiCB AO.- IIR&'%W BY' JRC CEBCKM' Br _7 RRR A sir 110: FL ARCMI CI' RUSSE LL ROOM SKR,IATURS 41 r Hx A , 1 FRONT RENDERING SCALENTS q � 11 ME LmL� ME -- 11 (� ll ■■ 141■■ �r � 11011 1� Q�.��R RENDERING IN I on �I me me in11 Mir OIL in IL 1N g■ IN IN I]A1P: LICffii52 NUI AXt!Y 7 G7S • 5�(T Russell Rosicki, Architect ALA. NCARD, 131 T.RRTI AF DEMON R ARCIErrFA B FL., 11 6260 N ]FIIOFTVVI 1 48 VOICE : 955+-M-948 INFO@DE%ONRRARCHnECISCO] No- RF.rFivFn II 9 MAY 0 8 2023 Town 0f Gulf Stream, FL NO. I DA-M I SUEA MOM - 3109/2 ARPB SUBMISSION 3/22/2 ARPB HEARING 5/03/2 ARPB SUBMISSION DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF OESIGNRARCHITECTS FI, L.L.P. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT, THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/IX1ENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY F%TENSIONS OR ADDITIONS OR UTERAPONS TO THE ORICINPl PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND -- PERMISSION FROM MD AGREEMENT WITH CESIGNRANCHOECTS Fl, LL.P.. �.-.-==------ice—__ _ SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SIRL USE "-' THIS AT HIS RISK AND HOLD ME ARCHITECT HARMLESS, BY NO MEANS - MAY THESE DRAWINGS BE REPRODUCED. NEW SINGLE FAMILY HOME i2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 3D COLOR RENDERINGS V IML•EU PRQIP(.T )YO: 02/16/23 2101 `CAI'E` AS NOTED DRAWING NO` _ IN W-9 DRAWN Hri RC J - CMCRPD By'. A RRR vR �. SEMITE NO.: FL ARIC111I13.T RUSM.L R13 IO SKRN[ 7Re 1! 't Nip ■ ■il ■ mu m (D,R�TH EAST CORNER RENDERING irll a 11 I 11 11 DATE L&WM NUMBER: AItsT)27 G7s- Russell Rosicki, Architect AI& WC -A", DARCH, IF sRUTn Ap DFMON R ARCI-II'TECIS FT- LLP 62W N MC31IWAY I MELBOURIVE FI. 32940 FOICR : %4-M-5M R*D@DE%GNRARCHrn3Cf&M NO. DAIS I SUBM1S4oN I DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SEEMCE, ARE THE EXCLUSIVE PROPERTY OF DESICNRARCHITECTS FL, L.L.P. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO DE USED BY THE PROJECT OWNER/CUENI NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE DRICINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROLI AND AGREEMENT WITH OESICNRARCHHECTS Ft. LLP.. SHOULD A CAD FILE BE PRONDED TO ME CONTRACTOR HE SHALL USE THIS AT HIS RISK AND HDLO THE ARCHITECT FNRMLESS, BY NO MEANS MAY THESE DRAWINGS BE REPRODUCED. NEW SINGLE FAMILY HOME Exislirtg Fo 1ail Palms to remain (5 Existing Coconut Patens (3) (26) Cp gear (0) ProMad Palm t St. Augustine (7) Jayneae -- Palmetto Bluelrer Tree (2), eNow TabeWu (64) Cl r - (IB) Guare- Generator. (23) Camssa— Emerald Blanket (1) 5y1w,4 Pal (13) Bee— Odorsta Ex L�gusmAm— Property Une (18) Sloppy Psrrder C— Request Removal of Ficus tree ---- St Augustine Palmetto Ligustrum (1) sting Sabal P1 (7) Mont,a ,, P,Im St. Augustme POOL Palmetto (D LIGT — i Pavers J _,---Pavers 2 x 2 Travertine -" 2 x 2 Travertine _ Ivory �— Ivory St. Augustine _ Cabbage palms - Palmetto be removed - - -- a_ — a I (19) Podoc,ryra �n'I----. 037� Lnope COVERED; neb J X PATIQ/ (210) arms (16) Podocarpus Ivr (14) MorMgamey Ram t 11 TRetaining Wall Ill' Property Line ` : t Arena Palms along property line to be iem d F Group or Mararthur palms to be removed --El St Augustine L �L Palmetto SlitlerJ 01 E_ i-4—Water Mem, I✓ i_ D RESIDENCE ii x 1 I St. Augustine 11 ;ff (62) CWsu St Augustine Palmetto m Arena Palms along property line to be re ove0 1 ------ - Pool Equipment Japanex 51_e _ Tree ;J I St. Augustine Palmetto -� /, St. Augustine -..,_,_-.....—..,.-....._- Palmetto Driveway Request removal of (6)Royal Palms old Chicago Brick (4) New Royal Palms w) Asiatic Jasmine bed below Property Line — 0) Tnple Ro U, Palm IY 19) Sloppy Pmnter Groton (3) Montgomery Palm (35) Lnope _ 09) Sloppy P.— Croton — 4eq�eu removal o. Ned d:va tree — (D Tnpb Bottle Palm -(191 Caruso [menld Bleniet -Relocated Sylvester Palm — (13) unope 1) Gumbo tambo Tree (14) 51oppy Painter Croton SPECIMEN TREES/PALMS COMMON NAME BOTANICAL NAME SIZE CITY Sylverster Palm Phoenix sylvestris 10' R 2 Specimen Triple Bottle Palm Hyophorbe lagenicaulis 10-12' Ht. 1 Gumbo Limbo Bursera simaruba 20-22' Ht. 1 Japanese Blueberry Tree Elaeocarpus apiculatus 12-14' 18 Montgomery Palm Veitchia montgomeryana 12-14' 21 Fishtail Palm Caryota mills 5-617T 8 Royal Palm Roystonea regia 20' Ht. 4 LARGE ACCENT PIECES COMMON NAME BOTANICAL NAME SIZE QTY Guava Psidium cattleianum 7-8'Ht 2 Ligustrum Tree Ligustrum spp 6'-8' OA I Palm Beach Purple Bougainvillea Bougainvillea x'Purple Queen' TM 45 gal. 1 Triple Robellini Phoenix roebelenii 5' Ht. 1 yellow Tab Tree Tabebuia chrysotricha 12'-14' Ht. 2 LARGE SHRUBS COMMON NAME BOTANICAL NAME SIZE CITY Clusia Clusia rosea 15 gal. 245 Clusia Clusia roses 7 gal. 156 Imperial Bromeliad Alcantarea imperialis 7 gal. 9 MEDIUM SHRUBS COMMON NAME BOTANICAL NAME SIZE CITY Copperleaf Acalypha 3 gal. 26 Begonia Begonia odorata'Aiba' 3 gal. 13 Emerald Blanket Carissa Carissa macrocarpa'Emerald Blanket 3 gal. 42 Sloppy Painter Croton Codiaeum variegatum'Sloppy Painter' 3 gal. 66 Variegated Pittosporum Pittosporum tobira'Variegate' 3 gal. 26 Pringles Podocarpus Podocarpus macrophyllus'Pringles' 3 gal. 74 GROUND COVERS COMMON NAME BOTANICAL NAME SIZE CITY Asiatic Jasmine Trachelospermum asiaticum Asiatic' 1 gal. 261 Lir)ope Liriope muscari 1 gal. 185 2 PLANT SCHEDULE SCALE:NTS FL ARCMWr RUMILL ROOM SIONA7URIB- DATE, • CTS Russell Rosicki, Architect AIA, NCARB, DAR<::K I FRll7 AP DESIC3N R ARCI1r1'ECIS FL, T T p 6260 N MC3IiWAY 1 t,v r 1JRNE FT_ 32940 VOICE : 959-M-SAI INFUCDESKWRARCMWIS.COM 1 NO. I WE I SOEIi I DRAWINGS AND SPECIFICATIONS, AS MIRW04TS OF SERVICE, ARE THE EXCLUSIVE PROPERTY DF DESICNARC)NIECTS FL L.LP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED DR NOT. THESE ODCUWEKIS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWMER/CUENT NW ANY OTHER ENRTY W MY OTHER PROJECTS OR FOR ANY DTENSIONS OR ADV)i OR ALTERATIONS TO THE MCINAL PROJECT IXCEPT BY WRITTEN AURgRIZAON AND PERNGSION TRW ITH AND AGREEMENT WDESICNRARCHITECTS IT, LLP.. SHOULD A CAD FIFE BE PROWDED TO THE CONTRACTOR HE AULL USE TH6 AT HIS R5K AND HOW THE ARCHITECT HARMLESS, BY NO MEANS MAY THESE DRAWINGS BE REPRODUCED. NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 'r"a PROPOSED LANDSCAPE PLAN & PLANT SCHEDULE M7E PROIBCI' 1VOt 02/16/23 2101 SCAM AS NOTED DIUWIIiCi �` DMWN 9Y. JRC `IHIBIKED Or. ppp L-1 FL ARICEIGESICT RUSSELA ROSM SI@IATUR& C 1, U— nloMgorrery9zim <iusus /l lusa� J +..tk+s r� Ifet ( 1 ) EAST LANDSCAPE ELEVATION (FRONT) SCALE:NTS Japane i v C-Es' gam_ archnects 2 SOUTH LANDSCAPE ELEVATION (REAR) SCALE:NTS cz'"sig� Russell Rosicki, Architect ALA, NCARB, D.A LCK IAP 11 IC3N R ARCCIMFC-IS FL, I.L.P 6260 N HIC3-14WAY I MELB0i.TR2VE FT, 32940 101M : 91 INFO@DESGNRARCMTRM00M 1 NO. I DATE I SUBMISSION I DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ME THE EXCLUSIVE PROPERTY OF DESIGNRARCHIIECTS FI, LLP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED 15 EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT 70 BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CUENT NOR ANY OTHER EN10Y ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH DESIGNRARCHITECTS FL, LLP,. SHOULD A CAD FLE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY THESE DRAWINGS BE REPRODUCED, NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 ""a PROPOSED EAST & WEST LANDSCAPE ELEVATIONS 6ATC eBnTBcr NO.: 02/16/23 2101 SGIE AS NOTED DRAWING Na: DRAWN BY: JRC Br L_2 RRR PL ARCM13Cr RUSSE LL ROMM 61GRiATURE 1 ) NORTH LANDSCAPE ELEVATION (RIGHT) SCALE:NTS l �) SOUTH LANDSCAPE ELEVATION (LEFT) SCALE:NTS DAM I.K!E14 R NUNWK AR97227 G TS OTr T1 Russell Rosicki, Architect ALA. NCAR73, DARCIi, T.PiFn AP DFSIGN R ARCI31717ECTS FL, LLP 6260 N I- 013V VAY I ME1.;7301JRNE FL 32940 VOKS: 954-371-948 R4pD@DE90NRARcBr EcT&oOM DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SEAWCE. ARE THE EXCLUSNE PROPERTY OF DESICNRARCHIIECTS FI, LLP. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT 70 BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CLIENT NOR ANY OTHER DITTY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERADONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH DESGNRARCHUECTS F1 LLP., SHOULD A CAD FILE BE PROVIDED 70 THE CONTRACTOR HE SHALL USE THIS AT HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MOMS MAY THESE DRAWINGS BE REPRODUCED. NEW SINGLE FAMILY HOME 2520 AVE AU SOLEIL DELRAY BEACH, FL 33483 7T1D PROPOSED NORTH & SOUTH LANDSCAPE ELEVATIONS DA7& PROIPCI NO-' 02/16/23 2101 SIC" AS NOTED MATMO W. DRAWN BI JRC C�>m L-3 RRR SE[mr NAU k C 75 O m m 11 We X 3 p 4j 71 C) v -O LO 4-1 4-1 a) v ° QO .61 w O Ln 4-1 p v p O Nw cr) O � 7:� rl tv � o U cn ;., o Tt+ m N. o 1 -� v a3 a�75 Q, W o . o .; x �°,' o o° o U') p, H a Hc H u Hw � •� a � one � � � -� tin .61 � Qj V� u u x x 4-1 M v � o ,J 4-1 d It �u}}�++ x N wtz r-,� d+ Lr) r--( Lr) r--1 d L) •Z b0 c o rd a, w v v o o 0 0 0 0 0 0 0 0 v u u u u u u u u u O, C7 N w cn cn cn cn cn U) cn cn cn i. lz ' , N o v p .m14-4 4 � w O O b�A "0 r O O m U Lf 41 � O � � .emu u -0CL4 u O > O � w to I�j cc N + N N 4? can u � 1 Q' ++ CA m � .� � by �0., �; Q) w cz O S� v14-4 m Q. � L m v a) u ' V CL�� 3 �� a) ate, ^, cC1 vi +� O O -� 0 4.1 as N w O O O w cn `n s-+ cC O O o O v CII)m a� cal ; + O NO � '� cz c� O m Q � z U) (� �1. a)+� U) N N a. %4-4O z $ 4 }. O O y 0 ceS y V u O ++ a� M u (C O ca O .� X wU a) ; op cnLO a, 'zs u 3 � a O N w I CIT dj .��" � � �' pU S� c�J� FUG 4-1 03 O U cs5 s. +, ,� X aJ O U, 0-4 cz mil°• a f_l. ° inc� 'L O u O O u co > O cC cm �+ xj u� U u bA c;C 00 u 0 w w CZ co cZS Py U cn P M '� u cn ..„ O � . c�C O .� cC ''' X M co cC cn > as N o U P" � N O O „p N 0 `' O 0 0. a.+ cz cz .-� U CIOc� cCS c� p ., j� , u O ti M 0 3Z `'� O .� it .� +� N U �. cn u o obi a m ci a) v H ca -� v +; �? aJ ] w N +�+ V cn c/i +' �. O '� X O O" = 4 u ct s' V14-4 P O P a) Cn N ucn P O P, O �� u P a1 c� }.- C u O d" Cr ¢ 0 O U P� p PO cn .� o� +' P (] as o0 O U cA va) xUi m p a) U cti } � vui O �, R-i p U cA V P '� O Q. Uj CL, N L� `+-i � �, � ... � U � +' z c( cPn � c�C p � y � Q 'p +� RS P '� � } P" O � v 0 � 7� f� a; 'W � u 4-4co O bA . cn U)++ CZ cz m u aJ +- tt ca cn u U -+ Cn UO y. X P P m X N Q O "i N u ''' O 00 c� r N P O O .. C O Fes-+ CU v� E�-� w °� C �, u Val 19 m S a� s.4 N ;t c (1) aJ 14-4 � m � +' a) cCi O- O + O cXC O p 4 u' * u rs 4-1 75 Uca o "O p 0 iZ. 4�� O [� v o N ra O .� a) X O v W O u O N + p O ' Rt w +�' �, u Q V p -fin m w O O O 40 V u u 4� � O O O .. :� .--i to a-+ p0 �► Q .O w N ¢� � p il, cn cn O O O u N M O 4-J aJ �, O O .-. .� rn 4-' O O O N O ... u 4 � u CO 4-J 4-1 o 0 u p o O bA o 0 0 o U 14�� o ow a H-�.� H H w°c `� '�,s, N � 'gw nj il.� O i.+ X O� 0� W CA�, p f.. v a) +u 0 O" O z moo � �M o� �'- O � o c c p �'�w � H w w 4, O N w .l r.� r z N 0 O � N N �U �z �O LO bA as cz c, � N bb 4-4 Q O N O z N p u Qr Q� ru+ x x A Q Q W W V �d �d ��US(f)� ® J L.L LU N cu C/3 � O C.� c ® 3 w O LL Z cu O E Ov Q O - U f0 CO O o cn C o Q >m c O 0 is .a p °' U) C 4 0 L Z F- .- _ 0 U- CU L O > C E Z u n ce) L CC�� Q p C)= Q -,t N }r m U C� U W x C: a) CD ca i m CO (� a) U m (n IL L 0 : LL U 6 O C c CO N (n �Uv o om-o O (n N o CD 0 cz 3oa) w cu 0 E U CL Z _ '� O � > 0 Q Cn MM� coo a) 00) 'L a� n. cCLb i 00 J (� Q *k CU O> F- N O u= -0 CO O CU p U 12 C CL ram. W m Q a>i rn�: L (p C d C —i c Q a) m m E — E CIO L cz L L a a0° ai Tm (B 3 0 z Q Q p c6 C LL N co r- N (n 0 O (n Loa ��>� 00 co a >, z >,o c� 'a W 1) Q ca cu J o 0 o ai E °c co a Z n w cap aai U LLI N O O co •, to 0 c -0 Q O U U N ns o cLv X CO C L1X.1 co Li Li �yaa) a O Q CL oC: LL �m .� U U U U +r a) Y= a) Q a) a) O O O O X (a s c) a Q O E0oE o +, CL a a � O Q Uv°'i-` n` OL 4) a o U •^ 0 OQ (n E j U d N M In (O ti L � aL oo Q Q Q Q Q Q Q X co U- d L C N Z � a) 0 0 E Q a in O L L L O O O 0 7 N M m m m o0 a U Cn U CU L U Q O C c13 cr ui CZ CU C � J C Q) O Q L- C cu O U >� N •> m cn z E Z N C ca m E o z Q 0) 0) Q Q x m LL m U a) a) r O CID lqt LO 0 a) E Z O c O CL C O Q N M -t U U U U c 0 N y0, N p �ai is a 0 Od (O/) c� .. D Q. � C 54co 50 E •� i Q O N OaQUo m C) O O N M Q Q 0 LL O O_ a Q � � m E o 6) o (n m O � •V N (OB „Q O a too to O � Q ' tt (t3 16 V�r Q) Z U m AU,� W o �' U - o C .o 12 < tT 3 coU m U Q cto C Q a) a) N U Z r- N C`• O a O "O N t�0 N U � w J 0- O = U m a) C a z O 7 (n LL. O 4 z o U) Q -C L to " m to c O CO -C c -a Y a) a c x to to O U Q C to L p t.. N U C p toC) E cn O d Iw U C. •� O o tB = � t� •c + Q Y •> a) 'Q o 4� _0 a a) Q N a) g O Q N O � +' ° Q c u�w o Q L N a) Q v � L 3 a) L to Q ¢ N sZ E Q p^ a N w �' U o o 2 O -0 4-: CO N M m to (n 0 a) U � 7 L U to L Q O O L 0 0 �U U E (n to N U) m ,L- CU = O V' a a � a may, vi O ~ � L O O O 0 L > z O Q U L Z Q Q) p O w O o Y Q L - _"'+ O � to o Q m z > O c (fl O O < O a w a o 0 oa) a C U w o m W ° cn = YO z $ -0z to ° z U •E _ 4 tll Z cL Q W K a) a tT U +w j w z < o 'C z +L+ F a ¢ -O O U' H �' ¢ c: N o? r 'L o co 30 c w ¢ a —_ l6 L L ? m � O > � a to N o o ai L a? ti- O X X w o C� to Vl (n z Q a 0)w ¢ o L Y V J Y 3 a) c Z t..) c 0 N F c N �' a) O U O N X o c �- a 0 O m E 0 Q ° a X 3 w C C U O a) to O •L N N (n co a) y N N L C N w W Y Y to m L (3 "O a) 0) L (O Q Q Q co 3 Q O E O O M > o at- ptt5 o m '� c U F— a O z co a Y > a c o E ° aa)) u z U = O O Z� m c (n Z L 0) O Q o} a o QE m NN Q N t o } a) to O L a °Q O o Cl. o L o c Oa U a) O o^ -p E4) o^Q0 a aa) ^fla) a) Q a) O o a) x cto 0 O OZ Q -O Q LIJ E OUO ~p o f o N N m o ~c O o U aw ) O Co E o U p 0a) -� M Q Q y U L_ _ c a) L a) O to to Q Q O C � to O O to CO a O Y Q > Q� aid oU) r m Y o E Q tv aEi E o o E �° E U O Li ca O d _0 to U - O a -� co i 4) =o� �° Z (n �cQ a� o- CL �° 3 0 O Q C > to to (n N :E a) L N O a d O In 0 0 >- O O O O O U __ to Q Q g> a) - a) } s U c ,� p a) w L} Co-- c E� M a)L m- Uo E o c o� o 0 a)C° 6 o 0 y CL 0 a) /a� c. O" co O" U) ��� Q uci V / it f) o ai z CD > Q Q y 3 yc O N a)_/_ a Q q to a° ao ) t oa' 0(� O O O O = } N O 'C CV tM U O Q Q Q Q a �? Q — > > > > <U) ƒ k 0 £ / _ 0 / E \ o 2 2 § \ \ E G \ E / ) 0 (D § g \ £> R 2 4 2 a J � cu / e 0 a) ® cn § £ c_- / ( / 0 7 ± / U ■ J E & 0 = / CL \ � \ Q) 7 ° n § = f 0 k ± = f n s = En o U = e / \ 2 cu / _ _ 0 > o \ ■ \ § / (n 0 % f k § E � y 7 f \ cu / / \ f 0 J \ \ S 7 / / t 2 = _ \ \ ) 0 \ \ 7 _\ 2 ® $ f \ ® E / _ / £ k c / (1) 3 0)0 c 7 ® ~ k \ X / u / ® h _ ° , X z 2 LO a 6 ƒ \ 6 � \ CL k / \ CD ? E E E f \ $ E \ \ \ \ / \ .§ / \ \ / / � Idw \ / k \ / / E } k/ / k / / 0 � / \ E ƒ § /_ \/ \ § k$ \ƒ § / %\ E� -� \ Co� / Co / § e2 T\ 6 ► Cl. k \ / \ \ E / E k / ƒ T, p s # \ a_ E $ \} 0 /\ <ƒ C J O oU a) o^``- U U) W O U N O Qm o U (2) o x co Z O A O ❑ Q U Q O (1) } Q O Q cn o _0) c N�IC) O O O O N ~ r x ca �U c a O U) Q d � w E N a ca to cn = can) O �O a 0_ a) r -C avi to 'o L IL ui CD CI. 0 cn cz y U L N . L O N U O U a) � v .U� � L O L O cn O ;- O C N � cz O L O a L Q c L 0 L O /�/�♦� O L Q Q) /•� 1! L i c0 (/� U co x a) +r ca cz O cz U) N d W y a U o j c03 cz a) O N Q Q L U c N a- E O 0 O U)O + U. .L N O i a (z C O 0 V _U > cn C m O N -0 (n 0 O Cl. (�6 O 0 a O +- O 03 CD U N �L o U c_ O U fn U O a) U > U v j �_ L U U 3 i a O� Q •� O U rn C (D X (n 0) cu n U E �+ U 3 Q U Z O 0c E a� 0 cn z Q a) O cn ca a N o 7 E � Q U} m cn Q O a> c 0-o— r-- U � 7 a) a) U) OCLU Q y 0 c Z cn a� Q c •� �Ocp Q ca N U a) U N N 2(DO > O W =0 Q Ox c-i cri d cri co L .i u.i ui u.i ui ui V/ C O _cz N O N N L cz U cz Q) E U E O i U1 c _D X Q) N L c x w U) O Q N U X a) cz 0- U) N L U i U U Q) U) O Q O Q rU i a O C C 0 D N C O U co Q E is c c 0 O a c L � a L C cu E -0 L_ (0 0 a) � L CL a) E > > O C O' L CD n N N O _ U cn U N Q U) - CL a 0 c) co S o 0) 0)N c o U O a) c Y j[ L a_:�O N c a c_ Q O N O uJ d L fl fn co o C m U CL co co N c6 C cc .O — U a) 0 a o� L m c co> L mE m L a` ci � in U = O N u: n a) c6 a. O O O N M Q 0 Q E O LL N O a 0_ El 48 HW� BE.OPE dCGING �-sno-.asz-arro _ 2023Y 'v��l °.�.a. at �puNR011YENT I�EGIGN t CW^ G (nq or in�In99.Nevfte _I.�ll l;y :. _JXy:°' «p Nt- E...Tt- R2023 . e�t..i;.dwa .a 'y ". h_ .na.rr;k °.��a .g — N.r, d-, -ia- Pro osed Piwitincl Revisions U PROPOSED 12.2" LANAI ADDTION VV/ OUTDOOR BBI / BAR - SEE ENGINEERING PLANS FOR DETAILS. MODIFICATION TO SOUTH GARDEN (5 MODIFICATIONS TO ENTRY COURTYARD GARDEN ® ADDITIONAL VEGETATION TO ENHANCE EXISTING LANDSCAPE BUFFER SYMBOL PLANT NAME OTY. DESCRIPTION NATIVE COCOS NUCIFERA 2 8' CT. CURVED TRUNK 7 COCONUT PALM 2 12' CT. CURVED TRUNK 3 16' CT. STRAIGHT TRUNK SABAL PALMETTO 2 8' CT. 7 SABAL PALM 2 12' CT. 3 16' CT. TOTAL- 14 NATIVE SPECIES 7 (50(l) pro posedfite r—/lVIRO/dMCAT P e/1CA GROUP 19 kh De* bm 6pm pike Bm.A R 3Nm Rne 56IM460D Bonk 5613114424 Landscape Architecture tsnd Planning Landscape Banag emeel E IVE ® �* Il. hli2el, W FU, a"HO... 1...... ll..i1.4�..I.e.• I 2023 I t Stearn FL I M 1 � I Q I � S 0 I CO I s L � I O I j 4--) 0 I � s 0 3 d ;�7 0 M� W Impropeimevits SCALE: 1/10" = 1'-0" JOB NUMBER: / 222046.00 LA DRAWN BY: Lean Twomey DATE: 05.09.2023 Er-T L1 �_ LOCATION MAP NTS TOWN OF GULF STREAM AREA CALCULATIONS GROSS LOTAREA 37,080 SF EFFECTIVE LOT AREA 22,703 SF F.A.R. CALCULATIONS REQUIRED EXISTING 1ST FLOOR AREA 4,005 SF EXISTING 2ND FLOOR AREA 1,636 SF EXISTING TOTAL -A/C AREA EXISTING 5,641 SF NON ACAREAS 8 ENTRY 133SF COVERED PORCHES. BALCONY 37SF OVERHANGS OVER LANAI 400SF 2.5. (EXISITNG) TOTAL 570 SF STORAGE/GARAGE XISTING 944 SF TOTAL FAR. EXISTING 7.155 SF PROPOSED LANAI EXTENSION 264 SF TOTAL PROPOSED FAR 7,419 SF ADDRESS: 3813 N. OCEAN BOULEVARD, GULF STREAM, FLORIDA BEACH FRONT DISTRICT F.A.R. CALCULATIONS TOTAL LOT AREA 37,080 SF DRY (EFFECTIVE) AREA 22,703 SF FIRST 20,000 SF X.333 = 6,600 SF NEXT 2,703 SF X .20 = 541 SF MAXIMUM F.A.R PERMITTED 7.141 SF PER SECTION 70-72(b) EXCEED 278SF. - 7,141 SF = 7,419 SF 570-264=834/3=278 EXISTING 24X24X72 STONE CLAD CONCRETE PIER 6-6-H. ALUMINUM GATE WITH POWDER COATED FACTORY FINISH. NOTE: PER 628.33.0155(1 XR) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED. IMSTING 2WOW COASTAL SINGLE FAMILY STRUCTURE. LINE 11 EXISTINGTWO STORY RESIDENCE ISTFLOORAGE®®1515 4NAO0 ADDON ON OUD- L.1 :OP OF NEW POOL COPING e.TN— n OVERALL SITE SECTION L 1'=20' 0' I ; oe o A PORTION OF LOT 2, BLOCK -8- 2h (PB 7, PB 75, PB C R.) t� 3J.2J' (C) I I I33 (sz6�uR AY.—L tPAWRW-.I.WAY-j p�'LARGEDart mPAWRTSETBAI:c \ h J3.13" (C) 33.13• (C n. 52.82' muw OCCL 1 1I� u 68 E•965966.9J C = o I I - m� I q I m U I I $IMLIl I 11B ([ I I SEAWARD W VEGETATION LINE LINE I I I rum":�I %/ O Lei O � o o U A PORTION OF h z LOT 4, BLOCK W b (PB 7. PC 15, PBCR) L Q &g m n R 3aomy n PROPOSED ENTRY GATE I I l I I L 1 177.89' _ - 18'26"W 371.18' --- ----- — 1618. - EXISTING 2 STORY (cca SINGLE F—LY STRUCTURE. I n/ GARAGE® •15.28•NAVD 1ST FLOORa IS IS'NAVD I �3 IL I � AD,IACENT BUILDING I #3777 L (C a I x I W I o I g I I (cc-�q jIf) �mim ur rc _--1 4 RAx a ® OVERALL SITE PLAN DRY STACKED RETAINING APPRWEDBYOEP. TOP OF WALL ■•A1B.W TERRACE EXTENSION APPROVED BY DEP N N M O W C W a � � SEASONAL NION WATER UNE MEAN NIGH WATER LINE DV CONTOUR UNE L_ Ae I e 6293" j 2724' '•1� _ I 0 si 3 F 3 C h I I N � Ow fI 28. AREA TABULATION IMPERVIOUS TABULATILOT ON REMOM BY DIUS P—, PEEL p.KILFSTRFANJ�RM aL od w+e.2x 014>� n744.22 p—FRR~��» p—NRE�J�N a. 42MSJ p-0WNERR-1— W2121 Q—lSTREAN OA W NI2J �—FSTRFAM RE GA naxJ O I� � a W U O �zC/) Mw 00 F~� rW V 1�T1� !1 Q) O N U C C) >� W C x U N Job No.2201009D FL-WHI05 FIRM-AAOD3379 ALL NEW WINDOW AND DOOR REPLACEMENTS TO BE FIELD VERIFIED NMI -IHI■ 1 0% Lid Inmlm(Io nilmnilinnin PROPOSED 1ST FLOOR PLAN N N C6 r cn Q W C W RBVEMM BY DATE aEa.a. smru.�s�su a aenaon ea aEw�w a ae�siox smFnu sxesM aesu o< as as w ni as o3.,a n at.osn oeaia oz.+s.zs sx nss w wre w1s H O I--1 W v 7 rO a M00a� H W rh'y w U (n 0 W a n H L � x� U° Job No. 2201009D FL-002105 FIRM-AAOOiiN A211 N N C6 M 0 W U) G W a FRONT ELEVATION SIDE ELEVATION (SOUTH ' REMONS BY DAM a��PE�rt osE n nEv�ssw ea nEvuw. Q o,�nscvs� smeu� om a�. an an wuxx ox-o w».xx ie.zs nxxxa aaxa Q w srwu u w. _O �QO � a Z W � V � O Mw M W � o W x UG Job No. 2201009D FL-00ll105 FIRM-AA003379 A301 N N O M O W C� C W a REAR ELEVATION 31161-11-0 SIDE ELEVATION (NORTH 2 W16�1' REVLAM I BY IDAM Q272� Qr,�.r s,xsi,u ax awa Q c�nrsrnriuu os.aza O �QO � a Z W � V O� � v7 Mw M a n Fri W T� rT^, O U d r ^ � V J 1 c4 W w x � U Job No. 2201009D FL-0OUKS FIRM-MOD3M A302 N8820'16'W 24BOJ' SURVEYOR'S REPORT: CONTROLSTATIONS IN us. SURVEY FEET) STATKN NAME: 06 78 G611978 WM1519D COORDINATES N 788180.64 (Sea SwVwix ARepw17) E 966221-80 OBSERVED COORDINATES: N 788180.85 (See Sem)'era Rapal Ta) E 966221.70 REMMK9: To. CONC. MONUMENT NO DISK (STEM ONLY) LATITUDE 26'29'56.15' (N) OB: LONGRD 80'03'07.17- (W) STAMM NAME 9389 A20 PUBLISHED COORDINATES: N 791309.52 fSn Swvelvra ReW7) E 966605.02 OBSERVED COORDINATES: N 791309.68 (Bee Swre)ore Reppl7a) E 966604.99 REMARKS: FD. BRASS DISK '93 89 A20' LATITUDE: 26.30'27111' (N) LONGIDIOE: B0 a, 02(W) SECTION 34, TOWNSHIP45SOM,, RANGE43 EAST SECT70NLINE _ SEA ROAD SECTION 3, TOWNSHIP 46 SOUTH, RANGE43 EAST loo. RECEIVED MAY 0 9 2023 TOWN OF GULFSTREAU Town of Gulf Stream, FL BANYAN LOCATION SKETCH (NOT TO SCALE) FOUND R)N791309.68(M) COASTAL CONSTRUCTION CONTROL LINE DETAIL Y wa.IN E9666d502 (R) E966604.99 (M) (SCALE: 1„ = 150) 0 150 300 GRAPHIC SCALE IN FEET tY160 N85P0,05'1F IJ7.00' PM BH R-166 1974 (NOT RECOARED) N.-79014150 (R) G 966JJ144 (R) ATLANTIC OCEAN 06 76 G04 1078 FWNO CONC MONUMENT NO DISK (STEM ONLY) N: 788180.64 (R) N: 736180.85 (M) E..-%6211.80 (R) E 966221.70 (M) N4257'J6'W 9223' (C)� / E966I6267 (AL CONSTRUCTION CONTROL LINE 80, PG. 137-155, P.B.C.R., DATED 8/22/97 1. Reproductions of this Sketch are not valid without the signature and the original seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to this survey map or report by other than the signing party is prohibited without written consent of the signing party. 2. No Title Opinion or Abstract to the subject property has been provided. It is possible that there are Deeds, Easements, or other instruments (recorded or unrecorded) which may affect the subject Property. No search of the Public Records has been made by the Surveyor. The land description shown hereon is in accord with lands described in Womanly Deed recorded in Official Records Book 32415, Page 728 of the Public Records of Palm Beach County, Florida. 3. No underground improvements were located. 4. The undersigned surveyor has no knowledge as to whether any of the hereon property is filled formerly submerged lands. 5. Bearings shown hereon are relative to the Coastal Construction Control Line recorded in Plat Book 80, Pages 137-155, Palm Beach County Records, having a bearing of S06'51'52"W. 6. Published Control Coordinates shown hereon are based upon the North American Datum of 1983 (NAD 83/90). 1990 adjustment, of the State Plane Coordinate System (Transverse Mercator Projection), Florida East Zone, as shown on Plat Book 80, Pages 137-155 of the Public Records of Palm Beach County, Florida. (a) Coordinates shown hereon are based on a Real—time Kinematic (RTK) CPS Control Survey which is certified to 0.3 feet accuracy (US Survey Foot), relative to the published control points shown hereon. (b) (i) Equipment Used: Leica GS18 High Precision GNSS (Multi Frequency Receiver). (ii) Method: Virtual Reference Station CPS Network. (ill) Processing Software: Processing Software: Leica Infinity, Version 3.3. 7. Elevations indicated hereon are in feet and decimals referenced to the North American Vertical Datum of 1988 (NAVD 1988). To convert NAVD 1988 elevations to National Geodetic Vertical Datum of 1929 (NGVD 1929) for this property, the model value of —1.54 must be added algebraically to the NAVD 1988 height. 8. Benchmark Description: National Geodetic Control Point "0 315" PID A02706, Elevation = 14.05 feet (NAVD 1988). 9. The property described hereon lies within Flood Zones VE (EL 10), VE (EL 12) & X, as shown on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Number 12099CO981F, Community Number 125109, dated 10/05/2017. 10. Survey References: (a) Plat Book 80, Page 137-155, P.B.C.R. (b) F.O.O.T. right of way Map, Section 93060-2510 Sheet 15 of 51. (c) Plat Book 7, Page 15, P.B.C.R, (it) Plat Book 36, Pages. 91-107, P.B.C.R. 11. The Tidal Water Survey depicted hereon complies with Chapter 177, Part II Florida Statutes and is recorded in the public repository of the Florida Department of Environmental Protection, Bureau of Survey and Mapping as Mean High Water Survey File Number__. (a) Mean High Water Elevation was provided by Florida Department of Environmental Protection, Bureau of Survey and Mapping. Procedure: Extend the above Mean High Water height of Point Identification No. 100818 onto job site by conventional trigonometric leveling. (b) Seasonal High Water Elevation shown hereon is equal to the elevation of Mean High Water (0.44 feet, NAVD 1988) plus 150% of Mean Range (2.69 feet) which equals Seasonal High Water Elevation of 4.47 feet, NAVD 1988. Seasonal High Water Elevation was calculated by the Surveyor based on information provided by Florida Department of Environmental Protection, Bureau of Survey and Mapping. 12. Symbols shown hereon and in the legend may have been enlarged for clarity. These symbols have been plotted at the center of the field location and may not represent the actual shape or size of the feature. 13. This map is intended to be displayed at a scale of 1:240 (1"=20'). 14. Units of measurement are in U.S. SurveyFeet and decimal arts thereof. Well identified features in this survey were r p s y w e field measured to a horizontal positional accuracy of 0.10'. 15. Property Address: 3813 N. Ocean Blvd., Gulf Sream, Florida. 16. Abbreviation Legend: A C = Air conditioner B.M. = Benchmark; C = Calculated; = Centerline — — — — = CCCL —Coastal Construction Control Line E — Eastin � EL. — Elevations EQUIP — Equipment; � F 9 / fL g. ng; Equ No t, . ri — Field Book; FD. =Found; F.D.O.T. =Florida Department of Transportation; F.F. =Finished Floor; ID. =Identification; L.B. =Licensed Business; M =Measured; N =Northing; NAND =North American Vertical Datum; NGVD = National Geodetic Vertical Datum; O.R.B. = Official Record Book; P.B. = Plat Book; P.B.C.R. = Palm Beach County Records; PG. = Page; P.LS. = Professional Land Surveyor; R = Recovered; W/CAP = With Surveyors Cop. 17. Property Owner: Dov Seidman B. Reference Boundary Surveys were obtained from the Town of Gulf Streams website https://www.gulf—stream.org and from the client for boundary control. 471.84' (P) LAND DESCRIPTION: All that part of Lot 3, Block "B" of the Plat of Blocks A. B and Z, PALM BEACH SHORE ACRES, (OCEAN BOULEVARD ESTATES), according to the Plat thereof as recorded in Plat Book 7, Page 15, lying East of the center line of State Road A1A as now laid out, platted and surveyed, over, across and through Section 3, Township 46 South, Range 43 East, in conformity to and with that certain Right of Way Deed dated January 14, 1948 from Howard C. Brokaw and wife to the County of Palm Beach recorded in Deed Book 833. Page 176, Public Records of Palm Beach County, Florida. Said lands situate in the Town of Gulf Stream, Palm Beach County, Florida and containing 37,080 square feet (0.8512 acres) more or less. CERTIFICATION: I HEREBY CERTIFY that the attached Boundary and Tidal Water Survey of the hereon described property is true and correct to the best of my knowledge and belief as surveyed in the field under my direction. I FURTHER CERTIFY that this Boundary and Tidal Water Survey meets the Standards of Practice set forth in Chapter 5J-17, Florida Administrative Code, pursuant to Chapter 472, Florida Statutes, it complies with Chapter 177, Part II Florida Statutes and is recorded in the public repository of the Florida Department of Environmental Protection, Bureau of Surveying and Mapping as Mean Hinh Water Survev File Number Date: 3 /-3 D /` DAVID ERIC BREAUX, Jr, P.L.S. Digitally signed by DAVID ERIC BREAUX Jr P.L.S. DN: cn=DAVID ERIC BREAUX, Jr, P.L.S., o=Avirom & Associates, Inc, OU, email=eric@avi romsurvey.com, E=US Date: 2022.03.30 10:09:12-04'00' W U K � p � Wtn F m Do CO Q U V 3 Cl mmar�n o 0, � �t o 00 Z 2: N Q F0Z ab Om > O Z < a 5333 d' Janm a � m< Z cYU� m an 0 m a O a 06 o � r N W d LL O DAVID ERIC BREAUX Jr P.L.S. Florida Registration No. 5957 AVIROM & ASSOCIATES, INC. L.B. No. 3300 NOT VALID WITHOUT SHEETS 1 AND 2 m InR7 o m w w w cs LL d97fld _ _ - — -— --- — _ _ - _ _ - — - — - — - - _ - — - — _ NORTH LINE OF SECTION J I N TOWNSHIP 46 SOUTH r RANGE 43 EAST SOUTH RIGHT-OF-WAY LINE OF SEA ROAD I Y sssroibi'W 242.37' (C) 242.62' (M) 1 i 1 .. caTxex mr 3 I lawn r A. I xc =o> i I i 1 I I I I j IW I I I I IH I I I IW a I LOT 1 I ^ I Ia I I j Iv I I Iq I I I^ 1 IW I IN I jh I I$ I I I j I I I ( i , i ! I � I 3<? I li I I 2 LOT 2 y I I I 33' I j j I 33' I I I I gig ! Tuao si*' Rw I � I N2.42 E9659296597289 A4— --"'----�- I 33.23' (C) I I I 3323 I i I I I Qu I 0 I / � O a I C LOT 3 a j ` � K m W H I I I•xu gry^ i I 9 I I =W \\ I I 3323' (C) I _ \.- eLuw wrr muuT� PAYER BRICK DRIVEWAY SEA ROAD 588"01'01 'W n N. 789238.58 -- -- - E.-96616267 -- -- A PORION OF LOT 1, BLOCK 'B' (P.B. 7, PG 15 Pac-R.) 3 h A PORTION OF v LOT 2, BLOCK •B' ,��„ 1H.9 (P.R. 7, PG. fa P.R.GR.) 2 I � mh M W ~` U srAM a ' Fs/rnr RtN i A 18 SPO' F ^— — iLx [OFNfR — — — TEHK GYNMW E 96'59BM'.� N88'18'26'E 370.41' .ma •rna - - a' .aca mxr \ n 224.09( : aLru rtxrr 8 I p 22 A PORTION OF 19U2tt i LOT 3, BLOCK -V .r. GARAGE u„ (P.B. 7, PG 0, P.B.GR.) ru• 3 ISI.'BI F.F. Q.=1518 ra3 G'L1X^I w ws y,I I PAYER BRICK 0 W r1a 52.82' , •rzs I j I I I i I d$r I i I 33' I I I W Ij I I ! I o LOT 4 g of h I 1 4 -1 X f i h It Ig nrmzl�ry0 � I `I W2jid� � I L�wuzaurxc ttp� l 11r i I ' � 3323' 3323' (C) (C) �Srri soar i I If l I ry , j I uaaAzexr ri-cu'T r 9.o nl aear.�¢ v�ia�rew rau ES � 19.59 �c Ff. Q 0 2 STORY RESIDENCE HIGHESf3. EL ONEST.r. LL = a4a �t r LON£6T F.F. Ll. = IB4B "s n— a Y f77.' z' u. raw =) SSSSI' 2 w -- — 371.18' ausP maax " ar rrwm ADJACENT BUILDING A PORTION OF IJ777 LOT 4, BLOCK 'B• (P.B. 7, PG. 15, P.B.CR.) SdIM rK LV' _ LOT ! dWt S Q h O X1-_-I_ nE) 1 1 I r 7 nr 49 51,1 Sa mvran 177..Y Cca RE n l I I I � I MAY 0 9 2023 I I 1 Town of Gulf Stream, FL I I I I 1 r � I I I I I 2 I 1 , I I I 1 I I I I , I I I � I � , i I I I I I I I 1 I 1 I 1 $$$ I I �IIfi° I I I I f I , I 30I I I I ' I I 30' I I I i I , I I I I I I I I I I scT 3A'na' I I Ak i M 79B49Q F. 1.3 In I xa : .44 I �r. I le 3 I 62.93' I 27.2 ' I4 i as ^I I hlry 3 I 4, I I I I I rae 3 �' I a x� t o ' •-a. I aaY• mal e•» ^ I - I C I W I` h M 1 W 0 20 40 omlima GRAPHIC SCALE IN FEET P=20' 8 a :2� eggi OLL Qco °mom 0 as do O4` m N a $O��tl tie NOTE ELEVATIONS SHOWN HEREON o ARE BASED ON THE NORTH m F 2 AMERICAN VERTICAL DATUM OF 1988 LL gz (NAVD 1988) R � o ^1 hl o �3a � S rat rLp ra BG fi3 28. «-av e 1167.4• o . IY o I o / I o` r / yaps r r r IBB I'(CGyy RE l I I / Ir I / Ir I / I / 06 78 GO4 1978 FOUNO CONC. MONUMENT NO DISK (STEM ONLY) N' 788180.64 (R) M- 88180.85 (M) E.-96622I.80 (R) E-966221.70 (M) �,s"Jbb,�b9\q'y r 5b�5 kl LEGEND eAGKVLOW PREvexroR vuvE 0 BENCHN ® OABLETElEVISgN RISER 0 • CLEML OUT EIECfWC OIRIET EIOSTMG EIEvaTwN 7 IRRIGATION CONTROL BOX Q NAILBM 0 OM3ra,olE vACUVMAmuNm a WATER kIETER NOT VALID WITHOUT SHEETS I AND 2 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 23-11 Owner: Guy Rabideau Trust, LLC, Jesse and Selena Cohn Address: 3545 N. Ocean Blvd. Agent: Ferguson & Shamamian Architects Proposed Improvement: The applicant is seeking to add a free-standing minor accessory structure (pergola), an additional window to the East elevation, a new driveway, and certain landscape renovations. Approvals Requested: N. Ocean Overlay Permit To modify existing landscape, remove old vegetation past prime, re-vegetate to ensure privacy from road to property and re-landscape along perimeter wall to give better appearance from the street within 50 ft. of A1A, inside the N. Ocean Overlay District. Land Clearing Permit To clear existing vegetation and replace to bring property up to standard. Special Exception Permit To replace seawall per Section 70-75. Special exception setbacks. Level III Architectural/Site Plan Review To permit a free-standing minor accessory structure (pergola), add an additional window to the East elevation, a new driveway and landscape renovations including replacing the seawall. Gross Lot size: 84,629 sq. ft. Effective Lot Area: 84,629 sq. ft. Permitted Floor Area: 19,526 sq. ft. Proposed Total Floor Area: 13,720 sq. ft. Zoning District: RS-B Proposed Roof Height: N/A Proposed Eave Height: N/A Finished Floor Elevation: N/A Issues Considered During Review: Section 66-144 Standards: Regarding Level II architectural/site plan review Section 70-4: How to use this Manual Section 66-321: North Ocean Boulevard Overlay District Section 70-187.4: Table of district standards – Walls Section 70-75: Special Exception Setbacks __________________________________________________________________________________ Motions: Architectural Review and Planning Board ARPB File #23-11 ARPB: May 25, 2023 TOWN COMMISSION: June 9, 2023 Page 2 Motion to recommend approval of a North Ocean Overlay Permit to modify existing landscape, remove old vegetation past prime, re-vegetate to ensure privacy from road to property and re-landscape along perimeter wall to give better appearance from the street within 50 ft. of A1A, inside the N. Ocean Overlay District. Motion to recommend approval of a Land Clearing Permit to clear existing vegetation and replace to bring property up to standard. Motion to recommend approval of a Special Exception per Section 70-75 to replace seawall. Motion to recommend approval of a Level III Architectural/Site Plan Review permit a free- standing minor accessory structure (pergola), add an additional window to the East elevation, a new driveway and landscape renovations, including replacing the seawall, with the following conditions: 1. Any minor modifications to the approved landscaping 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. ARPB Date: May 25, 2023 Action: North Ocean Boulevard Overlay Permit: Land Clearing Permit: Special Exception: Level II Architectural/Site Plan Review: TOWN COMMISSION Date: June 9, 2023 ARPB #22-25, Page 2 Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA RECEIVED MAY 0 9 2023 Town of Gulf Stream, FL 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 property, please review the accompanying Town of Guff Stream Instruction Manual for Appikatron for Development Review Form. Failure to complete this form property will delay its consideration. ARPB File# Z J I I To be completed by all applicants. A. Project Information I.A.1 I.A.2. PART 11. GENERAL INFORMATION Project/Owner Name: Guy Rabideau Trust, LLC Project Address: 3545 N. Ocean Boulevard I.A.3. Project PropLegal Description: Guff Stream Ocean Tracts erty 1.A.4. Project Description (describe in detail, including # of stories, etc.) Provide a free standing accessory structure (pergola) and adding an additional window to the east elevation. New driveway, and landscape renovations. I.A.5. Square Footage of New Structure or Addition: 466 sf Architectural style: Colonial Caribbean I.A_6_ Check all that apply: ! - Architectural/Site Plan Review ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Strictures (complete section C) ❑ Land Clearing (complete section D) ❑ Special Exception (complete section E) ❑ Variance (complete section G) u Non-residential uses (complete Section F) I.A_7. Proposed F.F.E: Existing 17.1 1' Type of Foundation: B. Owner Information I.B.1. Owner Address: 3545 N. Ocean Boulevard, Gulf Stream, Florida I.B.2. Owner Phone A6 I*y in 10 Fax: 1.B.3. Owner Signature: C. Agent Information I.C.I. I.C.2. Agent Name and Firm Name: Jason Bibens, Ferguson & Shamamian Architects Agent Address: 270 Lafayette Street, Suite 300, New York, NY 10012 I.C.3. Agent Phone Number (0)) I.C.4. Agent Signature: l Official Use Only Pre-App Date: App Date: Corn Date: ARPB Date: Recommendation: TC Date: Fax Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART Ill. 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? RS-R III.A.2. Is the project compatible with the intent of the zoning district? p Yes ❑ No Explain: Res;den� exetn9 ogle. milt SM1 ute III.A.3. Is the project consistentrith the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? V Yes ❑ No Explain: Resldenm.,e.ist,n9S,ngle-F,m.1y.se III.A.4. How are ingress and egress to the property to be provided? Existing D"—y III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage Existing b. Sanitary Sewer c. Potable water ExrsOng d. Irrigation Water E-1., e. Electricity E st,ng f. Telephone Exetng g. Gas Ex g h. Cable Television EE15t III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) F&S to fill - 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? V, Yes ❑ No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? ❑ Yes ;ll (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exiting vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ No (If "Yes", Section D of this part must be completed.) IV.AA. Does the project require approval of a Special Exception? Yes El No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the pra ct at variance with any regulations contained in the Zoning Code? E: Yes -_ No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? Modifying existing landscape, removing old vegetation past prime, re -vegetating to ensure privacy from road to property, and re -landscaping along perimeter wall to give better appearance from street. IV.B.2. Describe the need and justification for the disturbance/addition: Landscape has not been modified in many years, owners would like to bring property up to standards. IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? ❑ Yes Y/No Explain: Safe sight lines will be adhered to where drive meets road. IV.B.4. How is the design consistent with the At Landscape Enhancement Project? The new design will better fit current vernacular of A1A which is loose tropical aesthetic using salt -tolerant material. IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: Any vegetation removed along A1A will be promptly replaced. There is no other visual access into the property from A1A. C. Projects Requiring a Demolition Permit MCA. When are the existing structures to be demolished? N/A IV.C.2. When are the proposed structures to be constructed? June, 2023 IV.C.3. What is the landmark status of the structures to be demolished? Not Landmarked D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated? 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? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 September 2004 Town of Guff Stream E. Projects Requiring Special Exceptions IV.E.1. is the proposed use a permitted Special Exception use? —?Yes No Code Section: 70-78 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? The seawall will be replaced no further seaward than the existing seawall As such, there are no impacts to public health, safety, welfare, and morals. IV.E.3. Will the use causebstantial injury to the value of other property in the neighborhood where it is to be located? ElYes W No Explain: The replacement seawall will not cause substantial injury to the value of other property. IV.EA. How will the use be compatible with adjoining development and the character of the District where it is to be located? The replacement seawall is compatible with adjacent properties as they have shore -parallel walls visible from the beach IV.E.5. What landscaping and screening are provided? Native beach dune species (Including sea oats and seagrape) are proposed to help shield the wall from the beach. IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? ❑ Yes ❑ No Explain: N/A F. Non -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: N/A IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. N/A IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: NSA Standard Parking Spaces: N/A Small Car Parking Spaces: N/A Handicapped Parking Spaces: N/A Driveways/Aisles: N/A Application for Development Approval, Form ADA.32000 Page 5 September 2004 FERGUSON & SHAMAMIAN ARCHITECTS DRAWING INDEX: Page # Description Scale ARCHITECTURAL i-Aooi.00 Proposed Site Plan with Location Map i-A2oo.00 North Elevations - Existing and Proposed i-A2oo.oi East Elevations - Existing and Proposed 1/8"=i'-o" i-A2oo.o2 South Elevations - Existing and Proposed i-A2oo.03 West Elevations - Existing and Proposed i-A000.o3 Rendering -Proposed Pergola N.T.S. i-A1io.00 Proposed First Floor Plan 1/8"=1'-O" i-A120.00 Proposed Roof Plan 1/8"=1'-o" i-Ano.o9 Existing First Floor Plan LANDSCAPE Hi Hardscape Plan H2 Hardscape Details As Noted H3 Hardscape Details As Noted TD1 Tree Disposition Plan 06"=1'-o" Li Landscape Plan i/i6"=1'-o" L2 Landscape Details N.T.S. CIVIL C-1 Site Grading & Drainage Plan 1"=20'-O" C-2 Drainage Specifications & Details As Noted SEAWALL 22126B2 Overall Site Plan 1"=40'-0" 22126B7 Section View A RESIDENCE AT 3S4S N. OCEAN BOULEVARD, GULF STREAM, FLORIDA ARCHITECT INTERIOR DESIGNER LANDSCAPE ARCHITECT CONTRACTOR 11 RqO 0 a R9600' .:•� ISSUED FOR ARPB APPROVAL �''S. ......... . RED AR MAY 09, 2023 COASTAL ENGINEER Ferguson & Shamamian Architects, LLP Monique Gibson Interior Design Lang Design Group Mouw Associates, Inc Isiminger & Stubbs Engineering, INC. 27o Lafayette Street 415 Greenwich Street 182o end Ave North 6oi North Congress Ave. 649 US Highway i Suite 300 New York, NY 10013 Lake Worth Beach, FL 33461 Suite io9 Suite 9 New York, NY 10012 (2212) 966 9636 (561) 688 9996 Delray Beach, FL 33445 North Palm Beach, FL 334o8 (212) 9418o88 moniquegibson.com langdesigngroup.com (561) 276 964o (561) 5861111 fergusonshamamian.com mouwassociates.com isimingerandstubbsengineering.com CIVIL ENGINEER Gruber Consulting Engineers, Inc. 2475 MercerAve. Suite 305 West Palm Beach, FL 334o1 (561) 312 2041 SURVEYOR Wallace Surveying Corp. 5553 Village Boulevard West Palm Beach, FL 33407 (561) 6404551 wallacesurveying.com STRUCTURAL ENGINEER Pennoni zoo Congress Park Drive Suite 102 Delray Beach, FL 33445 (561) 27o o162 pennoni.com 100- RFCFjVFn MAY u d 2023 Own of Gulf Stream, FL 1 ~ N. LINF LOT 6 (P.B. 16, PG. 81) I I I ZONE VE 1 New dive way and ZONE VE ZONE ZONE X (EL. 101 Entry Court. t /See Landscape d awing,) (EL. 10) T (EL. 111) 1 1 1 INewporn'on of silewa//. Ex/s/'ng si/e walls /o remain t I } �« c X�� � V X 1 �-� OYnahN L I 1 u �X' . ni vl t a.1ep, m remain — h l b —� �'A — I — — PRINCIPAL SIDE YARD SETBACK (J8'-O"J Existing /wa-s/ y t I remain I 1 Proposed new seawa// bui/1 I /ondward of evs/inq seawa// I V I 4 with new cap overlapping i� I: -nutmq r5 ard /im,1, of work) I I I I� I wsnng NVAC 1� ` ® O I ( b It Ili denser, El 3 z JI I EIEI scat D C 'I ExshnLp VAC it DV O L❑ 1 A: ��` 0 ❑ ❑ w j; oAI 1 oM d —i 1 0 \ oCnl orI 0...... I x 0 o O n t I I I tED U +� N sane roar aen Z I 1 < I I U < � »u > I I New bled /erra I � 0 I � I I �. I I . .YNAVD T NAVD —f—I.—, Eg / a/-...1 t open ro/Gng {o be r Pmaed with ►------- New — — — — — — — — — — — --�� — — — — — PRINCIPAL SIDE YARD SETBACK (35'-0") _ — — — — — — — — — — — — — — ACCESSORY SETHRCK (30'-O"1 Ex/s//nq'lofts !o - ( f I Proposed S5 n, Ex'sNnq wood steps 1 1 I be deman,hed c, 1 6. ' ` tenon t m 1 ' Gy 5"1d q r 6 w s{airs with sold 6D i mom. r,.' crrv. 1 I o wall and ,lane n PROPERTY LINE „E ® � I o I3,267 sf 0 s! 0 of 3.267 s/ cww.aw,e fen., o sf ' 0 sf 0 ST 0 s1 7,713sf Osf DO -, 7,773 sf 324 V 0 5f ().1 324 V 898 sf 0 sf 466 d 1.36N sf Q . Q r• ii°'��'- 0 sf 0 sf 0 sf 0 sf 3 992 V 0 sf _ 0 sf 992 sf O 13.284 sf 0sf 0e 13.7200 p 0 sf 0 sf _ 0 sf o d b twat nvyew ,]7xIY � m/roo _ SITE. PLAN awx.esy.r.. 1/16" - I'- O' nwu�a,.roww.. LOCATION 11,11 - NTS .. '- DRA GLEGEND '+�>:'i3�: NEWHARDSCAPE t' -n Issued for ARPB Approval NOT FOR CONSTRUCTION May0g,2023 Issued for ARPB Approval NOTFORCONSTRUCTION Decemberoi,2o22 ARPBPre • Review NOTFORCON TRUCTION November 14, 2o22 ARPBPre' ' �u'n� NOTFORCON TRUCTION November 03, 2022 .ARPB Preliminary Meetin£ NOT FOR CONSTRUCTION Scprcmbcr o8, zo22 1R116 Preliminan .11cctin \O'I' FOR COASTRUC'IION Mal 17, 2022 �pF F(O �'; AR9fi 007• .•'� RED ARG,�\ FERGUSON & SHAMAMIAN ARCHITECTS 27o Lafayette Street, Suite 300 New YOrk,NY rooi2 T 2ra94i 8o88 fergusonshamamian.com ER0JWTrrrLE 3545 N. Ocean Boulevard Gulf Stream, Florida WEEr=LE PROPOSED SITE PLAN DATE See Tag ALTHOR AP SHE[SrNL n i-Aool.00 .iscrvv ess��sov:yi.x<.wM..g.�ora.,aus DEAN GLEGEND NEW PORTIONOP WALL EXLSTL\GTOREMAIN T.O. E—fmg Roof +34.73 NAVD Gym Building Fin.Floor. 6.9 NAVD Upper Terrace 6.5 NAVD Pool Terrace *14.5 NAVD T.O. Ezistinq Roof +39.0 NAVD yoPrinc70,1 5uife Fin. Floor _ T +22.6NA V D First Floor Pin. Floor *17.11 NAVD Entry Fin. Floor _ +15.42 NAVD A Lower Level Fin. Floor (East) +11.63 NAVD rvlw rvnx Garage Courf (Grade) +e.00 NAVD 1 PREVIOUSLY APPROVED - NORTH 1/8•-r-o• T.O. Ezisfing Roof +39.0 NAVD T.O. Ezisfinq Roof +34.73 NAVD Gym Bding Fin.Fl. +16.9 NAVuiloor D A UPPer Terrace (Ezfg.J � +tfi.5 NAVD A Po14ol.5 Terrace (EzIgJ NAVD Principal 5uife Fin. Floor +22.67 NAVD Firsf Floor Fin. Floor — +17.11 NAVD A Entry Fin. Floor IiIII', +15.42 NAVD ALower Level Mn. Floor (Easf) — +11.63 NAVD oGarage Court (Grade) — — ' — ' — ' — ' — — ' — ' — ' — — ' — - — - — +a.00 NaVD 3 1 PROPOSED NORTH 1/8- - r- o' z EXI5TING NORTH - GYM 1/8, - r- 0- 4 PROPOSED NORTH - GYM 1/8.-r-o' 0 A ZO. New Handrail TT +17.3 NA V D -.0. Ezistinq Wall �r+14.3 NAVD West Yard Grade NAVD PTO. New Handrail NAVD - -- -0 "',,fin, Wall +14.3 NAVD *west Yard Grade +9.3 NAVD Issued for ARPB Approval NOTFORCONSTRUCTION May09,-3 Issued for ARPB Approval NOTFORCONSTRUCTION Decembero1,2022 ARPBP- Review NOTFORCON TRUCTION November 14, 2o22 ARPB Pre' M - NOTFORCON TRUCTION Novembero3,2o= .ARPB Preliminary Mee[in NOT FOR CON STRL-CgON Scptcmhcr08,2022 ARPB Preliminary Dlcetin N0'1' PORCONS'PRCC'I�ON Mav 17, 2022 R96 G,1 ' RED Pg FERGUSON & SHAMAMIAN ARCHITECTS 270Lafayette Street, Suite 300 New York, NY 1oo12 T 21z 9418o88 fergusonshamamian.com ERo1RCT=LE 3545 N. Ocean Boulevard Gulf Stream, Florida SKHEr=LR NORTH ELEVATIONS EXISTINGAND PROPOSED SCALE DATR AUTHOR AP/JaB/LB/EP SKEETNUMBER i-A200.00 o' 8' 16' 3-' y�T.O. Ezistinq Roo( � +J4.7J NAVD 0 fym building Fin. Floor +16.90 NAVD T.O. Ezis!irq Roo( +J4.7J NRVD o Gy,, Build!ng FIn. Floor 90 NRVD PREVIOU5LY APPROVED — EAST / 1 PROP05ED EA5T 1/8• - V- O• T.O. Ezistinq Roof *39.0 NAVD �Prin. 51 1 1 e Fin, floor +22.67 N� AYD T.O. New 5eawa11 Cap +12.7 NAVD Lower Level Fin. Floor (11-1) +11.6J NAVD +/- Grade o Seawall +9.0 NAVD _ �T.o. Ezistinq Root J9.0— 5u11e Fln. Floor � »22.67 NRVD T.O. New Seawall Cap 2.7 NAVD oLower Level Fin. Floor (East) +11.6J NAVD +/- Grade o Seawall +9.0 NAVD DMA GLE ?M NEWPORTIONOFWALL NEWPORTIONOFROOF F.XIWINGTOREMAGI Issued for ARPB Approval NOTFORCONSTRUCTION Mayo9,2o23 issued for ARPB Approval NOTFORCONSTRUCTION Decembero1,2022 ARPBPl Review NOTFORCON RUCTION November 14, 2o22 ARPBPre' MeeePnII� NOTFORCON TRUCT'lON Novembero3,2o22 ARPB Preliminary Meeti NOT FORCONSTRUCWON Scptcmbcro8, 2022. ARPB Prcliminan Nlectin}, NOT FOR CONSTRUC99ON Nlav 17, 2022 A,''; "c Shama'•., R96007 RED ARG� FERGUSON & SHAMAMIAN ARCHITECTS 270Lafayette Street, Suite 300 NewYork,NY tome T2129418o88 fetgusonchamam an com Mo,=TT E 3545 N. Ocean Boulevard Gulf Stream, Florida sxa-r E EAST ELEVATIONS EXISTING AND PROPOSED SCALE ,/8"=I'-0" DATE ALTHOR ]aB/LB/EP SHEET NL' ER i-Awo.oi o' 8' 16' 32" T.O. Guardroil «17.3 NAVD New Pool Terr 4.5 NAVD A Terrace Grade a Well +14.J NAB VLJ A Wesf NYard Grade 0 Woil 9,3 AV D 1 EXISTING 50UTH — GYM :ie• - 1•- o• -.0. Guardrail +17.3 NAVD New Pool Ter +14.5 NAVD �Te-race Grade o Woll Yr+14.J NAVD Wesf Yard Grade 0 Wail +9.3 :VA V D 3 PROPOSED SOUTH :/a• - r- 0• / C \ EXI5TING 50UTH 118"-1'-O• CT) , PROPOSED SOUTH 1/8' - 1'- O' rly Principal Suite Fin. Floor T +22.67 NAVD First Floor Fin. Floor +17.11 NAVD A Lower Level Fln. Floor (East) +11.6J NAVD loPrinal 5uife Fin. For lo +22.67cipNAVD oFirs! Floor Fin. Floor *17.11 NAVD Lower Level Fin. Floor (East] +IL6J NAVD DMA Gf.EMW NSW PORTIONOF WALL NEWPORTIONOF ROOF F WIlNGTOREMAIN Issued for ARPB Approval NOTFORCONSTRUCTION May 09, zo23 Issued for ARPB Approval NOTFORCONSTRUCTION Deoemberot,zoz2 ARPI Review NOTFORCON TRUCTION November 14, 2ozz ARPB Preliminary Meedn NOT FOR CONSTRL'C'I`1ON November o3,2o22 1RI113 Preliminan' Meetin{, NOT FOR CONSTRCC NON \lac17,2022 �OF FL0 �P : •'� Sham�nR/09 per; R96 RED XV& FERGUSON u SHAMAMIAN ARCHITECTS 27o Lafayette Street, Suite 300 NewYork, NY looL2 T2I29418088 fergusonsha,, Doom MOJF.Cr E 3545 N. Ocean Boulevard Gulf Stream, Florida SnEE =E SOUTH ELEVATIONS EXISTING AND PROPOSED cr"rs DATE AI.THOR JaB SHP.ET \R —M 1-A200.02 0' 8 16' 32' DRAWCVGtEGEND NEW CONSTRUCTION EX D;GTOREMAIN PREVIOUSLY APPROVED — WEST 1/8, - V- O' �T i z PROPOSED WE5T ® RETAINING WALL New steps dawn /o —1 /awn and sold s/ucco handrail wish stone cap. T.O. New Guordroll +17.3 NAVD T.O. Eaisling Wall H4.3 NAVD New Grade 0 Wall +9.3 NAVD T.O. New Guardrail 7.J NAVD T.O Existing Wall S.3 NAVD New Grade o Wail +9.3 NAVD 0' 8' 16' 32' Issued for ARPB Approval NOTFORCONSTRUCTION Mayo9,zoz3 Issued for ARPB Approval NOTFORCONSTRUCTION Decemberol,2o2z ARPBPre' Review NOTFORCON RUCTION November tq, 2oz2 ARPBPfC Meee�tmm�� NOTFORCON TRUC1'ION November 03, 2ozz .4RPB Preliminary Meeting NOTFORCONSTRUCTION September08,202z 1R1113 Preliminary Meetin{, NOTFORCONSTRUC' ON Nlav I7,2022 ��OF F(pQi RED AR'' FERGUSON & SHAMAMIAN ARCHITECTS 270Lafayette Street, Suite 300 New York, NY iool2 T 2lz9gt 8o88 fcrgusonshamamianmm motecr=F 3545 N. Ocean Boulevard Gulf Stream, Florida SHEM WrLE WEST ELEVATIONS EXISTING AND PROPOSED SCALE tie"=r-0- DATE AI.TDOR JaB/LB/EP SHEETW.N. F.R 1-A200.03 >wa� � eun,�w.a.viuux�ns.�a.�mu�su.P FERGUSON& SHAMAMIAN ARCHITECTS z7o Lafa.s erre Street, Suite _;oo Ne, Y,)rk,-\'N* 10012 T21-29418088 fugummisharnamian.cum 111I11jl. 311-1: 3545 N. Ocean Boulevard Gulf Stream, Florida 11ir-TITT F PERGOLA .11" Sec Tag Jill; i-A000-03 - NO WORK" Fxisfing fo Remain WL Ews/pi ng HVAC Hers o de STAIR ���y ■\ ■ LLLLJJJJ HALL ❑ c� Terrace u — VAVD ----- -- P.R. % > ❑ GAME , Y ROOM„ NTPY \ NAVD oXy BAR LIVING ROOM Y NAVD H+ry !z PANTRY FAMILY ROOM =1 911 Loggia 16.9' '.1tONDRY OOD_ FAMILY -PANT. BREAKFAST OR ROOM II _ - Teirace H z - NNew pen pergo/a lh sped roor - New Spo. - New clone terrace. ' 0 ^ ; I a ❑ Ex/sang Gvm aeirding m reme,n. KITCHEN - yVLj AVD New stone s/eps. _ -- P.R. I O� El ElOTuf oor , % NAVD Kill. -hen ❑ 75k16' PoolL It - _y ❑ ❑ New p/onlers. - - Terrace _____� New stairs wi/h so/d stucco wa// NAVD Poo/ coping. -_ -- i and slope l eadfs and risers. I I Exsnng stairs end sl�«e well oolpr/n/ da be demolished. IF shad \ l PLAN -1- 1/8' 1'- O' ` 4.�' mm YEA'/D rNAVD o' 8' 16' 32' DRAWNG Luc NEwCONSTRUCTION EXCSTINGTOREMAIN Issued for ARPB Approval NOTFORCONSTRUCTION Mayo9,2o23 Issued for ARPB Approval NOTFORCONSTRUCTION Decemberoy2oaz ARPB Review NOTFORCON RUCTION November i4, 2o22 VRPBPre' Mcee�nnn�� OTFORCON TRUCTION November o3, zo22 .4RPB Preliminan, Meetin NOT FORCONSTRUCTION September08, 20zz 1RPBPrcliminan Ucering NOT FOR CONSTRUCT ION Nlav 17.2022 OF FLq, 0,9 R96- Ci �,s' ........ RED A\X FERGUSON €� SHAMAMIAN ARCHITECTS z7o Lafayette Street, Suite 300 NewYork, NY ioot2 T zt29418o88 fcrgusonshamamiameom ERo7E Tr E 3545 N. Ocean Boulevard Gulf Stream, Florida SHEETTITLE FIRST FLOOR PLAN SCALE t/8"=i o" DAre Ali OR AP/LB/EP SHEETNeNRP.R i-Ano.00 PLAN 1/8' - V- 0" DMWNG LEGEND = NEW PORTIONS OFROOF Issued for ARPB Approval NOT FOR CONSTRUCTION MayO9,2023 Issued for ARPB Approval NOTFORCONSTRUCTION December0l,2022 ARPBPrehmirm Review I ORC= ORCON TRUCTION November i4,zo22 ARPI11'rebminar, Mcefip NOT FOR CONSTRUCTION No%-cmbLr03,2022 Issued for SDI'n' cin NOT 1'OR CONSTLCTION MarchI8,2022 ......... ... R 6 G_1 . ......... RED PIP-C FERGUSON& SHAMAMIAN ARCHITECTS 27OLafayette Street, Suite300 New York, NYiooi2 Tzi294i8o88 feMIsonshan-W—com PROJe Trrl,E 3545 N. Ocean Boulevard Gulf Stream, Florida SMME MAIN HOUSE OVERALL ROOF PLAN DATE ALMIOR AP i-A120.00 DRAW C LEGEND NLWCONSMUCTION EXLSTNGT... L---- .-F-zF- U EEI F' L EJ 7 A Issued for ARPB Approval NOT FOR CONSTRUCTION Nlavog,202.; Issued forARP13 Approval NOTFOR CONSTRUCTION FFJJ FF=jl Mcerritwrol,2022 ------------ "A tER96007 —T Its D A � - i i a FERGUSON& SHAMAMIAN ARCHITECTS 27o Lafayette Street, Suite 300 New York, NY i0olz T=94iBoM fergusonshamamiameorn PROJECT TITLE 3545 N. Ocean Gi Boulevard Gulf Stream, Florida sREETTrrce EXISTING FIRST FLOOR PLAN SCALE 118"=f-o" DATE ALT OR AP EXISTING PLAN i-Aiio.og 0 8 —16' 32 I EXISTING COLUMNS, I WALL & GATE I I a EXISTING CALL BOX I O o TO REMAIN 6 4�ATSRC WATER VALVPOWER POLE OVERHEAD LINES WATER METER &TELEPHONE RIERI HEDGES TO BUFFER I SERVICE & EQUIPMENT - L SEE LANDSCAPE PLAN a w m a W U U� Oo yy Z /ti c EXISTING COLUMNS !/ & WALL I WATER METER GENERATOR BY' OTHERCtS7I EXISTING WALL' O RE I I EXISTING POKIER POLE I a I I I I I I I 1 h — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I� EXISTING WALL ON � I r`I ; NEIGHBORING PROPERTY FLOOD ZONE LINE I ?, FLOOD ZONE LINE EDGE OF EXISTING �„ I SECTIOZ �^ ml nxrvEWAr ow V' AWALL DDED N 1li IDLISTING WALL ON VI I AaGCESSORY U 1 < P/L 7'O REMARJ krI n i ' I Wz i i ACK i G 3681t III 1 I — R�I I ; I I- [— A --- i I LL xzs{' `I - NE ON stain NJ csereoxn�e 4' COLUMNS TO MATCH I / , CO 1 I d'- RESIDENCE I Jill EwnL[ \ MOT COURT 6.-^ II IJI I Rao TO R14' x +�P�eas3HT SITE WALL I QIo6 X 7Ti6I' Rlo•2E)asmGsTEPs — EXISTING SEAWALL 2 III I PAC Oa H3 I I EXISTING ' ', IIIII I I G T E MAIN VEL DRC✓E I i Rj I III I I I EDGE OF EXISTING I D— q ' I EXISTING SERVI24-2^ III I a Y DRIVE I / _ - EXISTING PATIO TO BE ^/ ❑ - REFINISHED WITH EBLA WHITE I 1 ll l / EST SHELLSTONE I III I t- t i i I I I `u RAISED FOUNTAIN W/ RUNNEL ONTO ' IIII� EN i „ FLAT STONE IN BASIN 1 III I 0 approx.localior- of drainSeld td ' }��•,: " `Svd - 0 LIMESTONE ON CONCRETE I I field located It any diggin r o w 4• pp --- '_- FOUNTAIN W/ FLAT STONE IN BASIN �� •'' TWO STORY I IIjII I[� 1 4 RESIDENCE * It d H� F.F.E. 17.1 P EXISTING PATIO TO BE REFINISHED ^a I I IN I WITH EBLA WHITE SHELLSTONE I I 1 I 2411 DP ' 75'X 6 1Il i LAP LANE EXISTING WALL TO BE MARKERS ROPOSE I REPLACED BY OTHERS II --- POOL L. COVERED III I PATIO 1 I .3' 1669' j I I I I I I I RECESSED STEP W� _ I HANDRAIL PER CQDE _.. I I I _ I I I � I� � I EXISTING PATIO TO BE REFINISHED 1� I�II� i � - WITH EBLA WHITE SHELLSTONE LI 4' DP 3 I P EXISTING STEPS TO BE REFINISHED I T-5^ 9' T-5^ I S OW WITH EBLA WHILE SHELLSTONE TO MATCH TERRACE I I III 1 I I I - Tl ., H3 E TING DRAINAGE I � I i GYM REMAIN I I I III I I ---- - I II ----------- ---------------- --- ---------------------------------- — — ------------ - � I I III 1 O1• PROPOSED TERRACE- EBLA WHITE a' SHELLSTONE ON U CONCRETE -SEE ul SECTION3/H2 UI I I I I II I I WOOD STEPS (BURIED) II EXISTING WALL y�l a EXISTING WALL II ,ZW I � II U CS U FLUSH OVERFLOWING SPA W/ I I n a COPING TO MATCH TERRACE - WET BEAM & INTERIOR TO BE N GLASS TILE TBS "fit a aqc' i 1316 E �, +• +tOgNi' . Hardscape Plan G 6'► 4 40 an cap 2 John E.Lan Registered Landscape Architect S SCALE: 1/16"= 1' 0" Florida License # 1315 LANG DESIGN GROUP L.dupc Anhitmw Planing•Si1c Lighling 1820 2nd.Avc Nanh Lake W h, Florida 33461 (561) 688-99%1ax (561) 688A688 Email: Idg(,d.Sdaig.gmap.— WINNING DESIGN mmmmmmm mmmmm 0 BE El 0 oil liffill mmmmm ■ ■ ■ ■ ■ ■ ■ RFVIS 1.19.23 2.I5.23 4.14.23 5.8.23 H1 of 3 GENERAL NOTES Construction shall follow standard building code as adopted by the county as applicable and all applicable amendments. Budder shall coordinate all the work of all the trades. Builder shall verify all dimensions and conditions at job site prior to starting any work and notify architect in writing immediately or the builder shall accept full responsibility for any errors or omissions. Do not scale Builder is responsible for adequate bracing of structural or non—structural members during construction. Concrete shall conform to AS73t C94-83. All concrete work shall be in accordance with ACI 318-64. All concrete masonry work shall be in accordance with ACT 531-79. (revised 1983). Minimum concrete cover over reinforcing shall be: Slabs on vapor barrier — 314" Beams and columns — 1 112" Formed concrete below grade— 2" Unformed concrete below grade — 3' Reinforcing steel: Grade 60 (FY = 60,000). ASTM A615-82 S1. Placing drawings and bar lists shall conform to A.C.I. s "Manual of Standard Practice for Detailing Reinforced Concrete Structures." (A.CL 315-80). Details of concrete reinforcements shall be in accordance with "The Manual of Standard Practice for Reinforced Concrete Construction', as published by the Concrete Reinforcing Steel Institute unless otherwise indicated. Adequate vertical and horizontal shoring shall be provided to safely support all loads during construction. Dowel column and wall reinforcing to footing with same size and number of dowels as vertical bars above. Vertical cells for masonry to be grouted shall have vertical alignment sufficient to maintain a clear unobstructed continuous cell. General Contractor shall verify all setbacks and easements prior to construction of any pools, patios, or any other structures and shall notify Landscape Architect if there is a discrepancy. Cleanout openings shall be provided at the bottom of grouted cells at each lift over 4'-0" high. C/eanouts shall be sealed after cleaning and inspection and before grouting. Reinforcing steel shall be lapped 30 bar diameters minimum where spliced, and shall be wired together. Provide corner bars same size and number as horizontal beam reinforcing at each face. Lap 30 bar diameters min. Structural wood and timber framing shell conform to the '7Ymber Construction Manual'; as published by the American Institute of Timber Construction. Structural steel shall conform to the A.ISC 'specification for the Design, Fabrication and Erection of Structural Steel for Buildings", 1980 edition. Matenals shall conform to the applicable ASTM specification as follows: Shapes, Plates, Anchor Bolts — A 36-81 A Machine Bolts — A 325-83 C Tubular Steel — A 500-82 A Grade B (46 ]f5T) Welded construction shall conform to the American Welding Society 'structural Welding Code" Electrodes for field and shop welds shall be A.WS A5.1 E70XX Contractor to verify all existing utilities and services and is responsible for all damage to such during construction. Topical curing required for all slabs and flat work (UNO.) SLV = 1 schedule 40 PVC sleeve for irrigation, 1 schedule 40 PVC sleeve for PA = Planting Area. General Contractor is responsible for all work, workmanship, and safety of the subcontractors. All paving material is to be installed per manufacturers recommendations. Pool contractor is responsible for all engineering, hydraulics and electrical. Plan is for layout purposes only. GRADING NOTES General Contractor is responsible for positive drainage in all areas. All berming shell be smooth and continuous, free of debris, weeds, rocks, AD berms and grades shall blend with adjacent grades. AD gutters in interior court to be piped out to road or to the rear of the CONCRETE BACKER @ PERIMETER OF PAVING STONE OR PAVER BANDING TBS STONE OR PAVERS TBS -SEE PLAN FOR PATTERN SAND SETTING BED 4" TAK. COMPACTED CRUSHED RECYCLED CONCRETE OR COMPACTED LINEIiOC. VARIES - SEE PLAN VARIES - SEE PLAN n WALK ON SAND SECTION SCALE: V = I' 0" STONE OR PRECAST WALL CAP TBS 8" TIE BEAM W/ 95 CONT. OR U-BLOCK W/ #5 CONT FELLED W/ GROUT STONE OR PRECAST PAVERS TBS - SEE PLAN FOR PATTERN & MATERIAL MORTAR SETTING BED 4"THK.CONCRETE SLAB - REINFORCEMENT BY ENGINEER COMPACTED SUBGRADE -SEEPLAN VARIES - SEE PLAN 3 WALK ON CONC SECTION SCALE: V = V 0" #5 VERT @ 16" O/C IN 8" CMU OR D WALL - FOR CMU FILL CELLS W/ GROUT & HORIZONTAL 2' 9 GA.'DURO-WALL @ EVERYCOURSE RE 4 HANDRAILS STUCCO TO BELOW GRADE „ 28 MIN TUEncoPtNc - _ d _ PAINT TO MATCH RESIDENCE GUTTER OPENING RECESSED TREAD • OVERLAP 48 BAR DIA. 5" c Ir" MEN. LENGTH I 61SP RESISTANT TILE - '- \\ SLIP -RESISTANT t, FINISH (3) #5 @ CONT. TOP & BOTTOM E#512" Grab Rail & Recessed Tread Detail ENGINEERING BY OTHERS TRANSVERSE TOP & & BOTTOM SCALE: 3/8" =1'-0" BY ENGINEER WALL SECTION n SCALE: I " =1' 0" DECORATIVE METAL GRATE PER OWNER ON LIP IN TROUGH BEAM GRASS/TURF TO GO RIGHT UP TO EDGE OF TILED COPING ADJACENT GRADE TILE ENTIRE INSIDE OF OVERFLOW TROUGH INSIDE DIMENSIONS AND FLOWIPIPING ETC BY ENGINEER TOP OF POOL BEAM TO BE GLASS TILE TILE AT NORTH & AS APPROVED BY OWNER SOUTH ENDS OF POOL TO BE SLIP RESISTANT FOR FLIP TURNS IMPERMEABLE POOL SHELL BY POOL ENGINEER n POOL SECTION SCALE: 1/2" = 1' 0" Hardscape Details TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 84,629 sf Effective Lot Areas 84,629 sf FAR Calculations,, EXISTING DEMO NEW 1- Floor Living 3,267 Sf 0 Sf 0 Sf Ceilings over 15' (double) n/a n/a n/a 2n° Floor Living,, 7,773 sf 0 _--�-0 . 1" Floor Covered 324 Sf 0 0 (porch es, 2n° Floor Covered ', 1346 sf 448 sf 0 Awnings> T and screen n/a n/a n/a enclosure(at50%) Garage 992 Sf 0 0 Gross Floor Area 13,702 sf 448 sf 0 Out Buildings n/a n/a n/a i orat r ioor nrea rroposea First 20,000 X .33 Over 20 000 X .20 _ i �?s Total Allowable FAR 19,566 sf Per Manual Total Hardscape Area 14220 SF Required Landscape Area 33851.6 SF lot size x 40% Actual % Landscape Open 62393 SF S ace Area -- TILE ON FACE OF TILE TOP OF BEAM BEAM TILE ENTIRE INTERIOR TILE PER OWNER — � I'- J9 ,, � OF POOL -Pt30L 12" WIDE DECORATIVE 1" LIl' FOR GRATE PER OWNER GRATE POOL BEAM SECTION HANDRAIL MUST GO TO INSIDE EDGE OF POOL -SEE DETAIL THIS PAGE FOR ELEVATION VIEW DETAIL 28" MIN HT TOP OF HANDRAIL HANDRAIL STEEL PLATE BOLTED GRASS/TURF TO GO RIGHT UP TO EDGE OF TILED COPING HANDRAIL SET IN MORTAR BED BY ENGINEER TROUGH INSIDE DIMENSIONS AND FLOW/PIPING ETC BY ENGINEER PENTAIR LED POOL LIGHTS BEYOND - SEE PLAN FOR LOCATIONS RECESSED TILED NON -SLIP STEPS FOUNDATION SHOWN FOR ILLUSTRATIVE PURPOSES ONLY jxol John E. Lane Re,," 'ed Landscape Architect Florida License # 1315 LANG DESIGN GROUP Landuapc-\nhimnurc'Phnning'SinLighting 1820 Nd A,c Nunh L.L F'°nh. Florida 1Ub1 (i61) 698-9996 h, (56I) 698-968S Lm 1 Idc',langd,,,pn "up.m 40 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ ■ ■ ■ ■ ■ IN mom M ME H 0 n u ■ ■ . ■ ■ . . ■ ■ ■ ■ 1.19_23 2.15.23 4.14.23 5.8.23 H2 of 3 SIGHTLY ANGLE SEAT BACK AS SHOWN STONE SPA COPING TO MATCH ADJACENT TERRACE \ GLASS TILE TBS ENTIRE INTERIOR OF SPA INCLUDING FLOOR & ELBOW LEDGE 4" ELBOW LEDGE PERFECTLY LEVEL FLUSH OVERFLOWING SPA - TILE ALL INTERIOR SURFACES DOWN TO & INCLUDING BENCH TOP EXISTING ADJACENT TERRACE - SPA COPING TO MATCH EXISTING PAVING DEPTH OF TROUGH BY ENGINEER - TILE TO MATCH WATER LINE TILE ENTIRE INTERIOR OF TROUGH\\/\//�\\jj\\\i\\\,�\\r\\\�\\\�, LED SPA LIGHT - SEE PLAN FOR IACATIONS 1 SPA SECTION SCALE: 1/2" = 1' 0" Hardscape Details STONE OR PRECAST WALL CAP TBS 8" TIE BEAM W/ #5 CONT. OR U-BLOCK W/ #5 CONT FELLED W/ GROUT #5 VERT @ 16" O/C IN 8" CMU OR POURED WALL - FOR CMU FILL CELLS W/ GROUT & HORIZONTAL j 9 GA. DURO-WALL @ EVERY m COURSE OVERLAP 48 BAR DIA. STUCCO To BELOW GRADE - PAINT TO MATCH RESIDENCE BOTTOM x#5 12" O/C TRANSVERSE TOP & a \ BOTTOM ENGINEERING BY OTHERS 2 SITE WALL SECTION SCALE: 1" = 1' 0" J y�'�Ef�/p�� x Y e 1L �, s _ 1316 �s BtATE h; John E. Lang Registered Landscape Architect Florida License # 1315 LANG DESIGN GROUP 1.eo&W Atl6*d=*?Wming'Sim LOMS 18202od A.Noeh — Won4 Florid.33461 (561) MOM F. (561) 6SM688 Fmnl:Idg®hogd�ppq.— WINNING DESIGN ■■■■■ ® ®®ME a 0n i ■ 1.19.23 5.8.23 H3 of 3 I I I EXISTING LAYERED I PLANTING TO REMAIN I I EXISTING TREES & LAYERED PLANTING I TO REMAIN C I I EXISTING LAYERED PLANTING TO I REMAIN EXISTING BLACK OLIVE I TREES TO REMAIN —h J Q' W U 0 z I EXISTING FICUS Tq BE REMOVED & REPLA ED I I CI'' ffI EXISTING NORONH TO BE REMO D & REPLAfED II I I I I I I I I I I I - I - - - - - - - - - - - - - - - - - - - - - - - - I I EXISTING TREES & LAYERED PLANTING I TO BE REMOVE a ! nl a N a aoI a C+ (/JI�'� Mai .a 1% , 111E - � 0 � ram•-�J ICI It ,ry wIL qq t .1 •' �11 o I I - 'IIn IN A I� I �I$a]d CCp� I U 11 I I I EXISTING SEAGRAPE L EXIS I & MIXED HEAVY a & I BUFFER TO REMAIN BUFFET Tree Disposition Pl ------------ ----- ----� EXISTING TREES & LAYERED PLANTING TO REMAIN LARGE SEAGRAPE & COCONUT PALMS TO BE TRANSPLANTED TO I NORTH SIDE LANDSCAPE BUFFER RtL— �r�r �%i, rrirrirr ,r EXISTING COCONUT PALM TO BE P TRANSPLANTED TO BUFFER @ PROPERTY _ LINE > EXISTING FICUS GREEN ISLAND TO BE > REMOVED & REPLACED > � I N, EXISTING DUNE PLANTING NOTE: EXOTICS TO BE REMOVED & MAINTAIN NATIVE DUNE PLANTING r rr 1 / ANY DISTURBANCE TO SEAGRAPES („) ON SEAWARD SIDE OF WALL TO BE REPLACED WITH 4' SEAGRAPE ALONG SEAWALL & TEMPORARY I IRRIGATION UNTIL. ESTABLISHED / r, rr, EXISTING COCONUT I N PALM TO BE TRANSPLANTED TO BUFFER @ PROPERTY LINE �4 1, I / s ,r ? � EXISTING COCONUT PALMS TO ? I BE TRANSPLANTED TO BUFFER P @ PROPERTY LINE EXISTING COCONUT PALM TO BE TRANSPLANTED TO BUFFER @ PROPERTY I LINE I I I --- --------t�%)-{---------------------------I I, rr I,r z I EXISTING COCONUT II PALMS TO BE REMOVED TING SEAGRAPE II MIXED HEAVY TO REMAIN W an 0 8 161 24 40 John E. Lang Registered Landscape Architect S SCALE: 1/16"= 1' 0" Florida License # 1315 LANG DESIGN GROUP Isaduapc AMiwwe•Pkmi-eBm: L*htmg 1870 ind An North G8C worth, Florida 33461 (561) 689-99% F. (561) 688-9689 Fm■1j. Idg®le�- 40 YEARS OF AWARD WINNING DESIGN MENNEN ■ ■ ■ . ■ ® ®®®® IN ®® ® ® ® m ■ . . . ■ ■ ■ . ■ . ■ ■ 1.19.23 2.15.23 4.14.23 TD 1 A I I EXISTING TREES & LAYERED PLANTING I TO REMAIN OVERHEAD LINES I' EXISTING LAYERED PLANTING TO I REMAIN EXISTING BLACK OLIVE I \ TREES TO REMAIN CtL I I I I I I I I I I I I I Landscape -------------------------- EXISTING TREES & LAYERED PLANTING TO REMAIN 5 i----------------------------------� I I I PfL } 2 I EXISTING DUNE i PLANTING NOTE: i EXOTICS TO BE REMOVED & MAINTAIN NATIVE DUNE PLANTING I l I i � ANY DISTURBANCE TO SEAGRAPES f ON SEAWARD SIDE OF WALL TO BE rr REPLACED WITH 4' SEAGRAPE rr ALONG SEAWALL & TEMPORARY I rr IRRIGATION UNTIL ESTABLISHED rrr rr IN GI 65 Lt I I f f P I I I - - - - - - - - - - - - - - - - - - - - - - - - - - I I 4 II �I i N W E I� 0 8 16I 24 40 S SCALE: 1/16"= 1'0" I John E. Lang Registered Landscape Architect Florida License 4 1315 LANG DESIGN GROUP Lndkapo Anhi,---Pl—i°e'Sile Lighliq 18202°d.A,, kanh U, WoM. Florida 33461 15611688-9996 F. (561) 699 9689 Email:Id&b.gdesigngr q.— WINNING DESIGN M E M OMENS ® ®® 0 0 ❑■ 9 9 0 oil ■ ■ ■ ■ ■ ■ ■ . ■ . ■ 1.19.23 2.15.23 4.14.23 5.8.23 L1 of 2 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK The mope ofwoh includes futnahag W plmb, marays, cgldp, a and labor raceway forpUhi of pleat ae—kab ieeidb4 m the Dawipg ead/or a mac Spa'Guatiovc. 2. 2.1 PLAHI.MAIEBIAI3: A AnplaaeatufehahW beemroy pur—leesomaratc noted. A66t AIdicaa oe pleat En: C.W. (radiates cleat wood) Spr. nedfcatd spread) a (mdi—lecwokmcum® Piece rapofbW b That bauscl ag) 0 A- (mdi— ovcral height hoc top ofbal b mid p ied ofmmnt aeeeon', growth) B.Oga'th and Sia: Plenh,Ial harc ,habit efgrowth tla e morel for Th sped ad ehW be locality, Ngomw Bcd gla or exceed,benweaaemeob ague ified m the Plano list, which m the minimum ecc,pable aims. Plaou Abell be mcesmed bef prtmag with bleaches a normal poaaoo. Any nrceaury pdbhg ahW he done At the time ofplmtieB. Hdp,uEaE,b tar —, bamhag, gu to g, goelity, baling and bmiapping ofpbete a tla pleat but gmerelly blow the code ofatmdada conmtly rccotommdcdbythe Amedo®A,A-iadmofNmccymw, hu., iu the Americas Stedud aM.." Stack. Plaot memda, dellbe gold Pbride No. 1 dbwer d udiocd undo Catada & Steaded guoub cry Plena, Stab Plain Board of Florida. Plena the meet the rcquucmeab greiScQ be, cat rat have the mama] belAum o bigoee ansprea ht and spread typical bathe r aGG a punt,,bll a h ecapb& Al'Plash shell be sec ofwmds r Any other objectioc ubl,v,goodo— C. Ocanti i : All gomtiud mdidkd m the photo lie ue mdd teea a guidefor the bidden ed dece rat rtlave me bidderafhit rcepoua'bility To dot mmprcba.he pleat ate off. Shouted. d—peay, ono. bawm the bidder. Gale offal me Pleat list 9hanary, the lcedocga ATchited is To be rabid to, the clacificatea Prior to tle mbmfafm of bid. D. will bePleaby the Looda acqudb byct u ly tar will be .ficaby The Iasdacape Aroboatmlyupon 'YTc an ofpmafmahe plain.. rat hftocbk tithe type and sic emcifie& The lasdape Arohittct ,ban ,bW,bt tlu mina Mavam r,Placcm,f a m obtanable oia and vmiery. The unit prig of the wbaiartt item shell rat ce d The bid ittm trphad aimdr approve ofth Dauer. 21 CONGAERCIAL FERTE.6L'RS A. C.m.--Wfiofeetilb Abell be etamSeek (6.6.6) f-Eace, coehhieg adeugaut, phosphoric aeid Ad Poaab In Mal pvcmagce ofa..ilebk pleat and by weight NfoogBu .hall be— leas fla 50% hoe, uManic to—h organic obwbd Whore, ahal rat be deci,id hum the indium l of nibde. Fe tibecte Shod be deliamed to the do, weupaad a otigirW muecous, each barag as bante6 paotactod aaayae. Aby fecilim eat becomeu caked dothetwic dmeged ahall not be occapaba. B. Plmtivg ableb that be tightly co tIeca.eQ tang luting, slow cleaac faulrrm nbleta with B poteeaa Acidity ofeet mom tho, 5%by wagbt Bed he* ea=*.I, ofN.103. 23 FIAT: Pat then be htaMmal lea cuoup d of rat has meo 60% decomposed elpoiG rasher by weight, oo ea — dried belle. Pw shelf be deavacd m me be a e workable —do- Gec fiece lump,. Platting cil ebvi be candy bum ad,loll moan A ,maw[ of decavmoeod otgeak mesa. Platting cil ,hall be 6a of airy, abmc, Plain. torn and hear fbmig mattrials wdah might be a hbddtec b plastisg ldlopvdma oche d in.1— m good Phut.. cod. Soil shall beto —, d'in a hoc fn'abk condition ad h .ppEd a armTdavm with the Plaetivg Spccihcatiod. 2.5 M ILL2], Mukha aha l rat monin,tick, Icget that 1/4 lab a dewar, atom, m Atha faeip mehtal that will prcvmt the —Gl ed decay of the mukb aeceedty nor it, coWletc .ff—. 2.6 &AJER: ware m, Plodded, will be —table B, ih etc ead will be provided by rh Owee, AB,odiaace rcgardivg doe weer .ball be vebified by Cmtrcmrprid m A flaGNA fro tfbida 3. FXFfTrnON 3.1 PAOTPL'iION OP PI.ANIE: A. Hint Praactiom 1. Baled end HudAuad Pima: Photo— 'B& B" (bald and bavappcd) still be dug 'th fim amhel WN oftadh of sulficiaT diamM iced depth to —.I—Ih au..Bud feeding root arace, acccscary, fur fidl rtmvery (plat. Bale shell be fhody weapped with balm d aa6ta mabda, and booed with twee, cold or were malt. AB maechd place, shell be baled ead beelnppd. 2. Comma Grown Plena Plank grown in emaaen win b, wcapbd w'B & B' PcoVdi%thatal ether Vmfsd tequirceaau m vet Cowlrar Bowe, plan ,hall rend phm eira AtV""'d m the pleat Ibt ad coothe Drewage, and than rat be Bovemed by meaaer eiaA. umimw awtbWe ofmblae¢ growl madisls'1 be eo—that 25 h lea Proporaoaaely a aid thvo flat rbrd a "Grade, & Sbbdada' for auraery, pleads. Th- PIAub a6W have bee, grows it the mntsimr Aura wsatmn of two yes, prior to aeabbo , lad than aahibu, fully developed mot eyaem wheat temovd Gam the mnedeat B.]htheew Vun-Tranmdalarc All Pleat material steal h protamd atom poaathlc bale aju y dbrcaase of beucheeAll pant—openen tom ed by open III be i dNpe ;mssMtopavmtwadbum,dryeagddamage. C. Peateceot Aftd Delivery, Plabb which cone,[ be Pleated fe,mdably on d.1h Ky b th she abal be ou v with mein toil, tmkh or othd paetection hum the dying leadeofwad andse, All TIM whenhwettete da y-tw wtil De—. gtatBgC Pend ah.n ratamed evmry-sw (T2) boon. D. Protcctian of Palau of Amli®blc): Oily a min®o[ fronds,bea be —,,d floe, the crown ofth. palm bea to beinate moving end handling. E. Ciec butte than be a, specified and the remimtm of Goode hvc bcm momvc& Cabbge Pete, eheld be taken Beat, moio, black aw. AR barn mach w Cabbage Prim brake sbea be—,tod. Cabbage Pam beada,bea be dd will, s burlep terip m be left a place wtil lbe het a wee dtablisbcd. F.Protecjiode—Plaou— Tarnwmovedbywincb Or shall be do—'bly protmbd horn chain mch, giedlieg or back dippage by Guout ofbudap, wood baaoe, thvepprvvclea h h. 3.2 PLANTING OPERATIONS: A.L—. Locmieafepbobeedoteduaofmaemh planted ere itdiatd ea the Dnwinga. All punt laced — dal be scdod m the field by the ConbaMr, G the tadatheuoo oftho Leod ape Archilyd. Whom mvshudon or.edlitia below gmwd d—d—d am mmuntmed, or when changes bees been made to the coo duactioq occddry djuswmb will be ppea Mby the I.aM . B. Sail Ptvacdon: Soilucd alas lau bomb hf getifad order Tlmtwg Soil', thoroughly mfxd with Peat m peodh cc 25•h pai by volume. The ead rhuld be in n catowely dy mete Ad mixedtbmdlghly by bad drotay . All , aotbg soft abut ac oeani with m approved wed kNc, ecmdmg to the mmnf ova', eprrifiutims. C.P*dvalon fro PLliev: ExdvAtiocofplmt pibahaBbe circulu a ouaise and aha0 c too d to the IMuitd bgodcs a specified hertooder. Th minimum depthof picot Plot apmifid baba alma be maaamed from the fad b grad,. Mite plAGfi bed abail be stripped of W v Bcndmpriormplmtivg. D. Bend ad Burlanocd Plebe: After final ee.I Imam bmbp wtappag apeoug eh top fthe tam ball, having the ball ovbrokeu. Bove creed,, emoubb ofbwlq te climaac void which cosy be rawrd upon decompeeuim. E. Conamr Gown Pants: Cooteaagroam plena stall, who dea.arod, have sufficient, growth e, hold eeeh sect wino removed 6om mahaaavd shell rat be—,bmffi Phu pia tar mmaiev mamfaa shell be fotmd f!a ou d bomm mavob eapmkN ache bobom ofmc root ball ad mdainers shall be removed cmfolly to V.— demag, bephet o, mot,ymm F. Pb Sims.. umimum deco ctc (wa th) and dcpb of plmtmB pin nor balladand bud ppd, and mnteav Brown Plmb shall be a. follows: 1. Dieaueld-Trw:IB"gseatd Item diememr ofbWd V defmon. 2. Diameul- Sbmbe: 6-Su— thae dianata ofhll or w—dofmon. 3. Dryth- Tice, and Sbroh: 4' Weader thou dpth fball ea k b provide 4" foliated beckEll oiler flat too tha1L (Lrga, bevy hose ad drab, nay to directly m um.svmed Pit bou.m if it it demmieed that reds crucccat maya«m.) 4. Depth - Vas Gmae&u as: Pih that mnf m accepted bsmdy ptufice norm, particular apuae ed Mull the Pad Pau depth Pho am (1) iorh. G. Bukfillin¢ whey me phmt pit hit bem eacce—d d apzifial above Audi the pleat Gad base ad, the pit,ball be beclefilkd with Ahead., m0 a me bltowi, tad: Orc-IWfmbb yaaper tree Oa cableyeadpa afty shrubs H. Setano Tina and Sumba: Ubkw othvwue.Pedfid, ell has and sbrobs shall be Planted a lobe, named, od M foe, ivcbea (1') of minpected Pleating Audi m such depetu Lb." f ibed gale level ofthe Pleat Baer creole .N,l betbe—aadaawachthc Phutwd beown. Tb,Y shell bepbveed p to 4aad bed m eis'a idea brie apKan k m —flop to djumt rmuAvu. No weep ad Abe PAW ott item wrier The belle. ftb, b .be nuplm balingfromtot Sd add ofmcecat abW h termed. All broke, m flays torn ahW h M off Vlemiy. Sox ay, h Plod and .,p.Wd wale tn. Notaly. a uidbud, II ehact aeoted thebtibB.Nofdii. amend comb will h Pdmdbd. After the goad cda. adduces Buis ehalf be Ekdm to the Ievei ofmc fmand grade a damfor ltmm dsmucbbPleatI fPmlatciecakstForie,dge, utcheedgeopumapaThsrdghWbeono ofitrocih (l') high orwhousmh l (1).dips fmmkba vaxwum oft metes (4). 1. SlaUtJ.'llm- A11palmsabW1apboud ,cad, tb mughlywdhdf.ddagplemago m.weauwinoa ,hallow, .scar deprc„ion left athe cil lac too Grate antc". Souar stew abal be by dread twe imbee (2�d7, wino tapmn sad ad left a e rat, ohm 3, ft filmtwe When acebng bed, paw end ahrob,, place in cub Vfmt hole Plmtitg Tables, 2D-10-5 formula, 21 gam, ecem t m Ile bibwrttlg: 1 -¢cal ................... 1 ably 2 - 5 5 - e>dion c.e ..........ecca.... 3 able, e & B snub W Tits .....1 abler "' evdy 20" aoved,bemowBua,ef red hE .bout ,riddle ofbaR C erxt Placemat of Table.: PeuitimtlapWtame took eed beef fill m higbertbAu" tway up thc mot ball. Place Oro —,.--.died vl-b.orableb av—Iy arosmd the pvbncttr of, Audi imwdiattly djaccet b, flue mot hall 9, dcpmwbou hi.chcraebe.bouktfheling as deenbdthead III—, oorftdheer moue. ad. Paw Ad shrubs. Y-Prmtinc R—e lfad.dbtokcoh—hoef-11 Pleat cea la. Pcwe to gain typical Se—ch but of adivkhod specie, with As much heiebt and APrad w b ptmtimble. Make W proabg cub wino a chary aatrummt ❑sate with trwk d djaam btau h, a mrh a roamer u toslut aeaon of tmbs. "HcalAAck" uw, right A ec to liat ofgrowth, will rat be Pcmitted ad tree will nor be � d bppd. Paint W cute la" a tracer eau latgv m AIPmvd—autueofavdcpac trd Paul end remove einmings fiam.i¢. L. fiu i, and Stelmr¢: Guy all trtd 1 -1 1/2" i caliper and Baathree l a (3) dircd.m with double sumd, of No. 12 gahmimd write woucbcd to eppmwd Buchan ddvm below grade. whea secmbg whet to bras, mesa 1 wta which mry, came a cannel with Boy pm Of —with e,w rubbabde. Plea guys era leas that IA of the height of—.b—fiaishoddisnwferm— if, 11e.Ail hors shell la attddhd amend Gad Nmk. Placc mchon ho tguys megoeltySluedandadegree mgldb bwimaumLL KW BIM tight uoN Drojcctct completion uhataiagpalmeandlaeodle foces mnailsdollar futmma will directly pmetntn the btmh. Wood 2 t 4 be— 12 ache lobg, cpuated by o rah,®® of b—(4) lay—ofbdhp re, be umch le, lb. v-it oftbe ino mma wcrel banding. Sbkcre can Holyh rand ea th en wood bettors. Aft— methods ofglryiug d ataong cony be employed with appmvot of the [nod cry, Ambiteet N. MWEldal All brit and mtub bed abW be mulched ice .di dely after Plabbeg, to A two inch (2") deptb, wbh A omlcb appmwd by the Lavdecape Archibct Prevent whd diaplacement of eaded, by moroug6b werag down. 0. E—Eaavad Soil- Rccea u-, dBuil steal he dApoecd ofby the Cmuace,r a m edditioml apevee to the Oacv. 3.3 SOD fWhee Aoofimblel: AEpa, Tbelmun:Nu ahalleubmitamthpue:wcobic brine add-babou,r BuEw lue apecc Pletbu8 bees hma specfedd to be applid at a depth ofom iach (1' b all arcae rdaivi sod (The m of this item Be the Gobbact thW be a the cabet, ofet ladecapeeecou Iu Bfterevolwlb ofthe caNavg Adam the ate.) PrymaT f tln item will h debrmacdby tequine Tao; tplaint. cocemcot ofihe metalededera sac Ad deub fooammpleu multiplied the oPedfid depth ofmc irate (1"), b derermae euha yad ofBun used. B.Chody It shdlh the rtepoo,ibiliry offh Canwcbrb fi Nish(fiae) Btadc as ladeape erne, eIfted. fbg as boccie, dcp eaeGeA, Such, amens and other debris to the eariabctiou ofa, Latdecape Aachitect, prim To the m Brasovofeod=Wthdpth pornamhepwd ,u"d. plaid mull the depth Trait soil hit beau npprovdL C. The Bed,baa bed alld lb— the Lndecepe Dawrag, Sod steal be of ftm rough leaboo, harivg A mmpactgmwth ofgrxa wino sod roue development, and andl mvba ro Bermuda Gas, woad., or Auyomc obje catable vegebaon. Th mil —bedded in The, Sod shell be good canto, five bum ,mat ead debris ead W add eholl h bee hum tuvge, ,eras and tees dinars. D. Bebre being era and lied, the wal d ell bees be, wwed a Iwo ears brad with. law, raced, with me five mewing mu mom that u,Aca (Y) day, bemre the Bud a sat. That vd than be catfally M into wffom d;mmak u. E. Solid sod ahall h lad with c witty a autieg joith with A tAaI mrolld, eve, eurfaec. It shall be the r *-,ibW,, fthe mntrubr Ta btaB the ad edge a e nut, clan otmar b the edge ofail paving ad 6,6 caw. If, in the opiuim of the Lo dwapc Mbitcct, top-heeiog is nw,,,y Wit rollag ,lea. and will be evenly appbd ma tame mate, ead ebomeghly wdbod n. 3[NS�\�la3j Any ail, pal daalflu material which hex Gam brought one, my paved and still be —:1 ptompfly, keeping thee mica clmd the work progwc.. Upm mnmletim of da phetmg a aces mq .toms Audi debra which hw rat lacepot-aly clarcd m shell be removed ham th sh. 3.5 MADIrE NANCF: A Maiucaa c steal bogie ®dietvty after each phut a pleaded ead hall moue,, until ell plmvog ha peavd fora up— Buda .q—. Mabteaeme ahW iulude rtw.ceatinegg,Plautn 0Pr,ouplaer, guele o,,piTypoft dadmamas, pddom ad 'ecefi.. pu pleating guar Audi my othuemcsaary OpvWom. Peeper v to law, etas Shell h providBu ed d Key dame,ueep teclting film PI®tag opvdou ahn bat apekd pmmpay. B. AB be, Shelf be deep waved tar. pvbd of 9O d.,.f er pl®mg. C. b as event oftla ibrta of eed— damage rtsultag hum bean ed byrac prim b heal u— rate the p1Aun wd be traded by prtvenntive or mvda maeutts epprovd ice grad batticWma Prutla a m adtlitioml ran m me Owed. 33 a4SPECn0NAIN'DACCEPTANCE: A.1' n'� IoApectim ofaorl b dearmae mmpletiov of m11 be cudo byd ofthe rAudiI tmhcemeat ofDlBuh, sine node by tla Owner Audiul the Aabilceda The ceaboa bof WPhnth18 andame aritae rtqu,a of The Cmburca. B. Aeral.....". After aapachom the mtbabr will be ratified by the Ow— w&m Lndcepe Amh uca ofmc uoelaeroe Oran pace mania Audi woennasdup, acndc crabs powbie aphmmea ofphnb subject b guuavlee. 3.7 GUARANTEE AND MLACabffEAT: A.Oiwada: Th Cabmdor,upaaofa,C.—m .hAB ftuahawrittengue—wetmabgd1m -da, wedo-carp etd Pad m.a %, accept and nor A period of as (6) mouth III the eras ofoompletioo and aeWtaaa. ARpleaeed-ah ahoUbeofveeda utafubty radium ad growthfm wh specific tied of phut a the cad of The gue tece pvia& Wove vat labee, A Weed by the Lmdeapc A,ehiteet w me ease fro ceplacemebt, the Cmuacw Shan rat be, aspoutba tar cplaccoa- d ciog me as month gwmlm ae, fora accepGarae. shave ed Paw abW h gueeateed [or twelve (12) tmbths. B. Sod shell be ganobd for. two (2) mote period, dating atom 13d1 accepteace ead Auy awl arc wbfch bdoma occeascy detueg the campleaoo Patted will be the rcWo ldity of the Ceevubr to we,.vigorow abavA otgwS. PLANT LIST Qty TREES/ Native Drought Botanical Name/ Specifications PALMS Toleranc Common Name e 5 SAT V Satakentialiukiuensis BB, FG, curved, 10' GW 16'- 18' o.a. 102 CLU N V Clusia guttifera 10' -12' o.a. ftb Quantity ACCENT Provided S /___ 12 B4 Bougainvillea Purple 4' trellis - remove trellis & pinto wall - no pattern 10 B10 Bougainvillea Purple 8'-10' -25 alonvine 114 GIF Green Island Ficus 3 pallon 24 GIF2 V Green Island Ficus T ht o.a. hedge ftb 16 GIF3 V Green Island Ficus 3' ht o.a hedge ftb 16 GIF4 I V lGreen Island Ficus 4' ht o.a hedge ftb 16 GIFS V I Green Island Ficus 5' Gat o.a. h e ftb 125 CU4 V Coccolobauvifera/ 4'ht o.a. bush full Seagrape Mae. SOD N M Seashore Pas Palum sod Scl Ft- Layed end to end with no gaps, sanded and rolled SOIL 50150 Soil Mix Sand / Topsoil FERT Fertilizer (N) Florida Native Plant Species L Low Drought Tolerance M Moderate Drought Tolerance Landscape Details BOAS s`E ra"'a PP T wi d r"Ei,w,'PAN'Tm°�BRo"OOD.te. q %3 lonni ua xaa r /-NT5AND AT "ro Y % T Pda'�TFD .RoaN. TO A— q Am �1 PALM SFinW Nor TO SCALE 3 SHRUB AND GROUND xorTou•,. t cWTRActrn sNAu A—E PERCIXATK)N a Au r_p�,aa INSTA— PITS PRldt To '�4•'lG INSTALLAnON. 2 FlNAL TREE STAKING 1 O I-S AND --ENT TO BE APPROVED By OaNER, PROTECT TREE TRUNK VATH BLACK RUBBER NOg r. WAGE ARE TXREE Y % 4' % r STAKES SCALE EVDl, —NO TInE V YULCH AS SPECBIED SOIL BEAU TO NqD wATFR -SHm GRADE (SEE fRAdXG PLW ) FW BMLR"CEMW EM�RS). PREPARED — To'. SOLL AS SPEGFBO. SMALL TREE `) SECTION NOT TO SCALE HOOK TM5 A5 SHOWN (3Y t2IMCTION OF A12120W5 ON TMV 5YML301-5 + + + 8� _cN atTEtx�olvnaNc & + + + PFS R NMILL ASSESRB TD Ug TNAAA— IRETFJt Lb SPA9NG Ex 1 yaEAE NOTED TO PIAM I15T Fat t INgNWAI PLANT SPACING'%'. — WRB OR — OF PAVEMENT. 2 TYPICAL PLANT SPACING PLAN ran. tux PRIOR m NSTAWTIdt `^� Rua RUBBER Nog ON 11 AS EALvuA}ID NERx�"" 2' I «A c Pt.vB (SEE �E I p ®® R Au Rflmr15). 11� LARGE TREE saL As sPFr�ln \4_ _uN NOT TO SCALE aD R. t. ANAL STAKING DETARS AND ` 11 PtACFYENT TO i�i 13L BE APPR Br O'MFIt. Aa CONiRACIOR ALL SSLWE PEA TON W ALL PUNTING %TS -M TO INSTALL— p� tVlf\\` FNE twrms a IPgeAP TO PROIELT 1RUNN. Two BTM BANDS TO SEWRE BATIDNS BAttals. }g• % f yloOD BRACES DRLL A)D NA& IF �:.FIAG AT 1ApP01N1 \ �2' MUTLH AS SPECIDED EERY SOL M N— wATER P(SEE GRADING —) PALM V SECTION NOT TO SCALE 1316 ys Br ATE 4: LANG DESIGN GROUP Anhiadwe•pwmwsie LWgmg 18202Dd AwNoeh Iakt Wain, Florida 33461 (561) 688A996 F. (561) 689-9698 Ew)T: BgdadgOg100P- 40 YEARS OF AWARD WINNING DESIGN ■ ■ ■ ■ . ■ MOONS ® ONE Y 4ci• ® ®® 1.19.23 2.15.23 4.14.23 John E. Lang Registered Landscape Architect Florida License # 1315 L2 of 2 Il❑ 20 SCALE IN FEET 1 "= 40' 40 ' QLIU Q o o v / O Q U U V ' I O ® I 2I� EXISTING POOL a al GENERAL NOTES: 1: DATUM IS NAVD. 2. EXISTING LOCATIONS AND ELEVATIONS ARE APPROXIMATE, BASED ON SURVEY BY WALLACE SURVEYING CORP., DATED 10/5/2022. 3. THESE PLANS ARE IN COMPLIANCE WITH CH. 62B-33.0051, F.A.C. 184.3 SEAWARD EXTENT OF SEAWALL CAP ADJACENT NEIGHBORS SEAWALL AND BEACH STAIRS :XISTING DRIVEWAY PROPERTY LINE EXISTING COASTAL HAMMOCKTO EXIST. BEACH DUNE TO REMAIN REMAIN I EXISTING SEAWALL TO BE I REPLACED LANDWARD OF I EXISTING LOCATION I I --- EXIST. BEACH DUNE TO REMAIN I �I I II EXIST. CONSTRUCTION BARRIER AND SEAWAR I I EXISTING LIMITS OF CONSTRUCTI N BEACH DUNE TO REMAIN I I I EXISTING z I I SINGLE-FAMU = Z RESIDENCE I I PROPOSED SEAWARD ¢ FACE OF SEAWALL CAP o x I Iz EXIST. BEACH DUNE ¢ x o TO REMAIN 01 o I I This item has been digitally signed and sealed by Mark A. Powell, P.E. on January 20, 2023. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. EXIST. BEACH DUNE I TO REMAIN I I PROPER P O ��`�P��ZC E NSF •���/��'� * No. 65673 * :_ ' STATE OF ' O < O R I� �� ��• F Q U Q Q Q OVERALL SITE PLAN 13 EA. #6 BARS CONT. APPROX. EXISTING GRADE 40" - 45" INSTALL SOIL GROUTED VARIES ANCHORS ALONG ENTIRE LENGTH OF WALL (SCHEM.) )LE THROUGH FOR STIRRUP VSTALLATION. TOWARDS RESIDENCE I TOWARDS BEACH T-6" TOP OF NEW CAP ELEV. =127 NAVD #4 "S1" STIRRUPS LAPPED @ 14" O.C. I 32" CLEARANCE ON ALL SIDES 7711 TOP OF EXISTING SEAWALL CAP 11 Ilk) ELEV.=10.7±' NAVD V-2" 3"± (MAX.) SECTION B-B 0 1 2 SCALE IN FEET 1"=2' EMBED 2' SS THREADED ROD (6" LENGTH) INTO EXIST. CAP 5" WITH APPROX. HSHV EPDXY. USE 2" SS ANCHOR EXISTING GRADE BOLT (SEE DETAIL) IN NEW CAP. ATTACH TO TH. ROD WITH SS 2„ �� COUPLING NUT. 900 ANCHORS SHALL BE 3 FT. O.C. Thread length may vary from ALONG LENGTH OF CAP. 2 1/2" to 3" in length. 1/2" LANDWARD SIDE OF EXISTING CONCRETE CAP 1/2"-13 Thread TO BE REMOVED AS NECESSARY >- EXIST.SEAWALLTOREMAIN ANCHOR BOLT DETAIL (N.T.S.) INSTALL STEEL SHEET PILE SEAWALL FACTORY COATED WITH COAL TAR EPDXY ON BOTH SIDES FOR THE TOP 15' (MINUS TOP 6') (SKYLINE STEEL AZ26-700, OR APPROVED EQUAL). LOWER PORTION OF EXISTING SHEET PILE (SCHEM.) TO REMAIN SHEET PILE TIP ELEV.: -13.3' NAVD This item has been digitally signed and sealed by Mark A. Powell, P.E. on January 20, 2023. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. . �ZO E Nlo SF * No. 65673 * __ STATE OF 4 O R 1V•'' F SECTION VIEW BOUNDARY SURVEY FOR: LEGEND A =ARC LENGTH 3545 NORTH OCEAN TRUST The LI`ao°-1Ring F ® .._e>.. A/C =AIR CONDITIONING -_ A.E. =ACCESS F�ISEMENT A.K.A. = ALSO KNOWN AS Thls survey is made spedflcelly and only far the followag parry for are purpose of s permit on the surveyed property. - „rr's Gulf ASPH. =ASPHALT BLDG. = BUILDING 3545 North Ocean Truat B.M. =BENCHMARK Rabldeau Guy Tr B.O.C. = BACK OF CURB B.O.W. = BACK OF WALK The undersigned surveyor assumes no responsibility or liability for any other purpose or to any other party other than stated above. Seanesr Scrub (C) =CALCULATED Natural Area CAN = CABLE ANTENNA TELEVISION Hunters Run® C.B. = CHORD BEARING Counlry Club „t arnr C.B.S. = CONCRETE BLOCK STRUCTURE C.C.C.L. = COASTAL CONSTRUCTION CONTROL LINE CH =CHORD G. C.L.F.0 .F. HAINLINKFENCE _ CLR. = CLEAR C.M.P. = CORRUGATED METAL PIPE CONC. =CONCRETE (D) = DESCRIPTION DATUM O.B. D.B.H. -DEEDBOOK = DIAMETER AT BREAST HEIGHT VICINITY S. D.E. = DRAINAGE EASEMENT E.B. = ELECTRIC BOX EL. =ELEVATION ENC. =ENCROACHMENT E.O.P =EDGE OF PAVEMENT E.O.W. = EDGE OF WATER ESMT -EASEMENT FFE = FINISH FLOOR ELEVATION FND. =FOUND PROPERTY ADDRESS: GA. = GUYANCHOR 3545 N. Ocean Blvd. GEN -GENERATOR GuffStraam, FL 33483 G.M. -GASMETER GMP = GATE MOTOR PAD LEGAL DESCRIPTION: INV. = INVERT A portion of Lots 6 and 7, GULF STREAM OCEAN TRACTS, according to the Plat thereof, recorded in Plat Book 16, Page 81, Public Records of Palm Beach County, Florida, and a portion of the right of way of the Ocean Boulevard (Abandoned) described and L.B. = LICENSE BOARD bounded as follows: L. W D.D. = LAKE WORTH DRAINAGE DISTRICT (M) = FIELD MEASUREMENT On the North, by a line parallel to, and 40 feet Southerly from, measured at right angles to, the Northady line of said Lot 7; on the South, by a line parallel to, and 20 feet Southerly from, measured at fight angles to, the Northerly line of said Lot 6; on the West, by M.H. = MANHOLE the Easterly right o/way fine of Me Ocean Boulevard (State Road No. A1A); and on the East, by the waters of the Atlantic Came. M.H.W.L. = MEAN HIGH WATER LINE M.LW.L. = MEAN LOW WATER LINE LESS AND IXCEPT NAND. = NATIO AL N VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM GEOD q parcel of lard being a portion ofLota 6 and 7, GULF STREAM OCEAN TRACTS, according to are Plat thereat, as recorded in Plat Book 16, P 81 of the Public Records of Palm Beach County, Florida; being more particularly desWbed as follows: � g Po n8 Page y. 9 � y N.P.B.C.I.D.= NORTHERN PALM BEACH COUNTY IMPROVEMENT DISTRICT BEGINNING at the intersection of Me Easteri ri hto� line of Ocean Boulevard State Road A-1-A as shown on Florida Department of Transportation Right -of -Way Map, Section 9306-2531, Sheet 1 of 3 with aline parallel with and 20.00 feet Southerlyof, y g y ( g y p ) N.T.S. =NOT TO SCALE and as measured at right angles m, Me Northerly line o/said Lot 6, said point lying on a curve concave b the West, having a radius of 5,311.51 feel and through which a radial line bears South 7541'44" East; thence Northerly along said curve and along said O.A. =OVERALL fightof-way, Iirro, through a central angle ofOl'O8'38', a distance of 106.04 feet to a point of non -tangency; Mane South 84°l6'00' East a distance of272.63 feet mom or less to the apparent high water line of the waters of the Atlantic Ocean; thence South O.D. = OUTSIDE DIAMETER 03'13'16' West along said line, a distance of 105. 10 feet more or lass to the al"thentioned parallel line; thence North 84*1600" West a distance of292.00 feet more or less to the POINT OF BEGINNING. Said excluded parcel is also known as NNW OM = OVERHEAD UTILITY LINE BEACHHOUSE LOT, according to the Plat thereof, corded in Plat Book 63 at Page 10, of Me Public Records of Palm Beach County Florida. re O.R.B. = OFFICIAL RECORD BOOK P = PLANTER (P) = PLAT DATUM P.B. = PLAT BOOK P.B.C. = PALM BEACH COUNTY P.C. = POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.E. = POOL EQUIPMENT PG. = PAGE P.I. -POINT OF INTERSECTION P/O = PART OF P.O.B. =POINT OF BEGINNING P.O.C. =PoINT OF COMMENCEMENT P.R.C. = POINT OF REVERSE CURVATURE P.R.M. = PERMANENTREFERENCE MONUMENT PROP. -PR POSED P.T.L. -PROPANE TANK LID PVMT = PAVEMENT (R) = RADIAL R =RADIUS RP = ROOF PEAK ELEVATION R.P.B. = ROAD PLAT BOOK R/W = RIGHT OF WAY (a) = SURVEY DATUM S.B. = SETBACK SEC. = SECTION SID = SUBDIVISION S.F. =SQUARE FEET S.F.WMD. =SOUTH FLORIDA WATER MANAGEMENT DISTRICT S.I.R. W.C.D= SOUTH INDIAN RIVER WATER CONTROL DISTRICT S.R. =STATE ROAD STA. = STATION STY. = STORY TH = THRESHOLD ELEVATION T.O.B. =TOP OF BANK TOW = TOP OF WALL ELEVATION TWP TOWNSHIP TYP. =TYPICAL U/C = UNDER CONSTRUCTION U.E. = UTILITY EASEMENT U.R. = UNRECORDED W.C. =WITNESS CORNER W.M.E. = WATER MANAGEMENT EASEMENT FLOODZONES: W M.M.E. = WATER MANAGEMENT MAINTENANCE EASEMENT This property is located in Flood Zones VE (EL 10 a 12) 8 X, according to F.I.R.M. (Flood Insurance Rate Map) No. 12099C 0981F, dated 1010512017. W.M.T. = WATER MANAGEMENT TRACT Y.D. =YARD DRAIN NOTES: `L = CENTERLINE 1. No fifle policy or commitment aifecfing it or boundary le, the subject property has been provided. It is possible there are deeds and easements, recorded or unremnied, which could affect this survey and boundaries. This office has made no search of the p = CENTRAL ANGLE/DELTA Public Records. atlnwoas ■ = CONCRETE MONUMENT FOUND (AS NOTED) 2. Elevations shown hereon, ffany, are In feet and decimal parts thereof and are based on NAVD-88. The expected amrracy of the elevations shown hereon Is 0.03' for are hard surface elevations (shown thus x 0.00) and 0.1' (shown thus x 0.0) for the soR rurm mEE nE�n uvwrE,r.ois w. rsrsrae r. ❑ CO MONUMENT SET (LB #4569) surface elevations. Elevations shown hereon are U.S. survey feet unless otherwise noted and am based upon NA. V.D. 1988. surface laosrz?suavevavo _ uawle vnl ,—a[ RO S NOTED) ROD 8 CAP FOUND (AS NOTED) 3. Description fumishad by ciient or client's agent. uetml ls.0 v.e. nslsarvsulax O = ROD 8 CAP SET 4. Unless presented in digital form with electronic seal and electronic signaturs this survey must bear the signetum and the original raised seal of a Florida licensed surveyor or mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. oa Aaa rs>e cccr., M. nsnsaa O = IRON PIPE FOUND (AS NOTED) 5. This survey cannot be transferred or assigned without the specific written permission of Wallace Surveying Corporation. This survey Is not transferable by Owners Affidavit of Survey or similar instrument. p =IRON ROD FOUND (AS NOTED) 6. Except as shown, underground and overhead improvements are not located. Underground foundations not located. BOUNDAR = NAIL FOUND 7 The survey sketch shown hereon does not necessarily contain all of the information obtained or developed by the undersigned surveyor in his field work, office work or research. 0 = NAIL 8 DISK FOUND (AS NOTED) B. No responsibility is assumed by this surveyor for the construction of impromwn veents, from building Gas sham on this survey. ® = MAG NAIL 8 DISK SET (LB N4569) 9. Revisions shown hereon do not represent a "survey update"unless otherwise noted. C = PROPERTY LINE 10. All dates shaven w/Min the revisions block hereon are for Interoffice filing use only end In na way effect the date of the field survey stated herein. CERTIFICATION: &. = UTILITY POLE 11 In some instances, graphic representations have been exaggerated to more cleariy illustrate Me relationships between physical improvements and/or lot lines. In all rases, dimensions shown shall central the location of the improvements over scaled I HEREBYATTEST that the survey shown hereon conforms to Me Standards of Practice 3545 NORTh J� = FIRE HYDRANT positions. set forth by the Florida Board or Professional Surveyors and Mappers adopted in Rule ® = WATER METER 12. It is a violation of Rule 5J-17 aline Florida Administrative Code lo alter this survey without the express prior written consent of the Surveyor. Adeittions and/or deletions made to the face of this survey will make this survey invalid. 5J-17, Florida Administrative Cade pursuant to Section 472.027, Florida Statutes, WATER VALVE 13. The ownership of fences, perimeter walls and/or hedges shown hereon are not known and thus are not listed as encroachments. Fences, hedges and/or perimeter walls are shown in Mair relative position to the boundary. 14. The expected horizontal accuracy of the information shown hereon is./-0. 10'. effective September 1, 1981. ■ WRLL k( =LIGHT POLE 15. Distances shown hereon are ground unless shown otherwise. The scale factor from ground to grid is 1.000052136. DATE OF LAST FIELD SURVEY: 10/5/TO22 16, Coordinates shown hereon are based upon Datum - NAD 83 1999 adjustrnent. Zone -Florida East, Linear Una- US Tmveras Mentor Projection. sw nua wcvu 17. This survey falls within are suburban category as classified In Chapter 5J-17.051 and 5J-17.052, Florida Administrative Code. All field measurements exceeded the accuracy requirements for this classification. 18. The real-time GPS positional information shown hereon was collected with a Topcon Hiperlife System. The information was translated to conform to Me Coastal Construction Control Line, permanent reference monuments as recorded in Plat Book 80, Page rm-6 B.M. 137, Public Records o(Palm Beach Count', Florida. The horizontal positional accuracy was plus/minus 0.07 ale foot based upon the published information for the permanent reference monuments. Craig L. Wallace M. B. Professional Surveyor and Mapper Florida Certificate No. 3357 c'x'a C.W. 11 ZONE, ZONE VE 70NE VE ZONE VE ZONE X I I I I (EL. I EL. 10) EL. 12) I N. LINE LOT 6 (P.6. 16. PG. 81) I I 1' CORC. SETwALL I I s 9n (BRfa �X, °", SLR K KTF R6 AiW I w E N:787,674.48 ;I E965,829.18 I s/e'. w.sc' caws. WALL 1ran¢bB wAu ANo coLUEEN , ` 0.15. � Rlr 2161 101r.12 �be�/ 33' _ 1 352t I `� r ra�wooO 1RASR CAN EAc1A5URE ALONG UNE CONC, WAIL IBJ3' x 1 hh S o Fx c S xo.rase eoOt'lb?� •"°w-t. o..xo rasB• tw.T�e9b�. 27 ' 20' �40' 60' h46.68 193. •u ALONGuE BEACH vAwBRICK EM1E � SCALE. =20' MAG NAIL AND DISK - EL-6.76 NAVO dF ��GIEE- E10x •Ib9 0 `� ($ .,% I cwsrAL SIRNN I I 1F e.4 A.TS �+ cl J1 k I&xo.rub ra.luz• ,•1' m e ]_e_' I I o-� �= k, �x w �_. ,•h= .y�`xa Lau_ �•`x ,fix �x „ b` - •w.1xr h^pb �px e1x I`y` . ,` `hx I .>,_ • Na raJo I I PA\rRs �' �+ ` 9 b4 I J].1 • xa r�s xalau ' ,` a• o PLANTER by _ ze.4� •\$ w1jA ' - ,� zs.r 1 . �r a � I I rl .,9• ,§ ,� ��b „ - u TI.1' ,A : A CONC.1E CCE,R M 5• H44\Sxo.r85) S 7� Ah Id59 n - B.l01 • .,A ` 426' ,Nx ,' •Na 10 b \T-e 1 ,8 - ,� �$ ` z `1" •1 \ PAVFR3 S ti M11 M1> `' x zb> •a I x, .19 • P8 zr a 1P ,9 I .i iwrzn r�.rarz• I C II,,))j� yy Nat ,hpgz ,� B.J• ��[i n • BPoCK BORDER I S1mEJE I I rl 2 ATST RIStFJ •wrr I PANN BRICY( MM1£ N 6 ry rflJ ROCK E n I AiV.09 W ? 1^ 3 I A=02'28'31 "- jltr •w.rz 79.a• I x� $ ca B-.nzT sh �> y so• 1M zr A=231.39 ( R=5356.07' N•z Sx B w wEu I� e.Y pQE. �I •No. n c zB' x z. YY , • m.) • I-P T- p I 9aSoDUAIE I D to ti MACH ♦• e I i_ 1 it .(, W.3• 1 1 0 Yal a C3'NCraigtirazl 'p4 nj, ot o lax •�'IW �I 5�^ x� C)I F •xe.0 > IP.bAJ 13.i'. 12 W1 ;xs x -� > =11 =^ P.L.. ,��` / 1zY- "9'oroCottREa'm xo.laJa I� 8 x , , E •` .>> r Z e ;I cam`.+ ,5 'E_ •w.rs I,9 CONO. Qo. nr-1.,s ` CONC. z5'1Z5 C I =' xb9 xq1 x"9 zo-x,•f,rtr>'9.s .'h x� x' a x1y " eW p ,h CONC. WALL AN0 e Zil J cvuAwrs COUNTER \ , w.A• •w.rs \•`� p9 d a • la4' Aic as' X 1 r21' IC >II V ' corx. ww. as g\7 x� 'P oaJc I IJ; \ l I m I O 1• wwl EMLusTRAOE Ivy �,4' �. �,1 a b�" ;,3545 I .,s , q = I o C7 #� ,S 4'•N b ' 1x .b I 2-STORY RESIDENCE x•• SrarEm ,�°' 'w ooNc. wAu P) I 2r.4• (ABANDONED) RE Z ®o •No.le {, u \.�, . STEPS mrAe �.N I �J P.B. 36, PG. 91 LOT 7 2 I nN'i �,• P.E N If (EII�� � Np G.2B•M1' <,y0 J yh M,P6.) z 1= CONC. wN1 Gt?RAND zri�•'� a BW J- g . `°z .jam lo.Y 1Jl• .�SIRAN° BFMN OIFIE d •.w,.a 4 d+ < ` M1 3.4' I (P.B. 16, PG. 81) _ P Ild �I ,1� • n ro.n 3'r $ 3 .> xb� xbh .yh x 7 x'S ,� nNi rtl h x h x xo.l •�lJa \,J I - OONC. .s $hL G �z i, j pr, 'R °ONC'N I �• 1 i• z fie~ h`Y Qg WV./ OWZ11 •xo.z xo. rear• P n. ` •�4,ss• A., Gs2 8 `bP Ir�-4 \" I x x�'' xq>x�h �`I o m rN.rez> �S' •xo.r9=b9 b>= i ra=Iw ; .69 � _•,I _ � ,s> `> Tyo x y „� x eEACN ouNE I >z qz • �' I 3' -XA J¢_T ___- S.Y a6' 116' 1 rk.Ja)g M1 •� 1 P `9 I ,x _' ` MI].T 6¢ ,p I 4 I El'DIEGS I N¢J9 s•1 w w^� I w�a b mw lEs ' X 21' CIXEAW (1YP.) ,� 1 S STEPS •911 % No.. 30.0' COASW. I 10.3' r ,.v A�J l' _ �x�� COLIC. RAN• •Ib.a PA Com WALL I . 1e1• xo.mn r xo.0 go l rw.0 aa I rar-10 d 4 xd 727' "i9M x`P zb1 I �7 x`.9 x\A9 %H`1x N4 - DUNE I BENCHMARK: I,p = bhx . xaJr• i F� .9 o =�eESTEvs (BURIEB) MAG NAIL AND DISK w.sc.oA•Nat •".NG lI0EL-8.07 NAVD 1-STORY epcBUILDINE ..fiCOASTAL •` DUW s/aCJ.JiIOl A^694 y as 9 pROAb 33.29•&3/a: MlsJ:sQIB. IE. 0.35..0.3'E II I BCI` N045. 38• 6't (s) NORTH WALL PACE oas. nwn WNCORNETT CR 0.45. S84.16E 272.63'(D) col mall WALLCORR N:787,447.79 I r.s' rnlAc. srAwAEL I E:965,782.86 I I I n I I �u ryl I Im /at � MMW BEACHHOUSE LOT I U to Z (P.B. 63, PG. 10) I J 2 C5 I NOT INCLUDED U 41 C, l t o A=106.04' R=5311.51' I�` Q- I J I �, I ------- U�-------------� I N. LINE LOT 6 (P. B. 1Q PG. 81) I S75'41'4q E' ----------- -- � _ (D) '� r---------------- N84'16"1Y 292'(0) ------------------ \P.O.B. LESS AND EXCEPT PARCEL I TBLo TREE TABLE TREE#OBH COMMON NAME BOTANICALNAME CLUSTER 1 14" BLACKOLIVE BUCIDABUCERA 2 F BLACK OUVE BUCIDA BUCERA 3 15" BLACK OLIVE BUCIDA BUCERA 4 11" BLACK OLIVE BUCIDA BUCERA S 15" BLACK OUVE BUCIDA BUCERA 6 17" BLACK OUVE BUCI DA BUCERA 7 16•' BLACK OWE BUCI DA BUCERA 8 21" BLACK OLIVE BUCIDA BUCERA 9 48" FICUS IFICUSBENJAMINA 10 60" FICUS FICUS BENIAMINA 11 UOL SABALPALM SABALPALMETTO 12 11" SABALPALM SABALPALMETTO 13 OL SABALPALM SABALPALMETTO 14 9' SABALPALM SABALPALMETTO 15 11" SABALPALM SABALPALMETTO 16 13" SABALPALM SABALPALMETTO 17 9' SABALPALM SABALPALMETTO 18 13" SABALPALM 5ABAL PALMETTO 19 13" SABALPALM SABALPALMETTO 20 7' SABALPALM SABALPALMETTO 21 14" SABALPALM SABALPALMETTO 22 13" UNKNOWN 23 8" UNKNOWN TRIPLE 24 28" FICUS FICUS BENJAMINA 25 6' FICUS FICUS BENIAMINA 26 8" FICUS FICUS BENJAMINA 8' FICUS FICUS BENJAMINA 8" FICUS FICUS BENJAMINA 12" FICUS FICUS BENJAMINA 8' COCONUTPALM COCOS NUCIFERA F 8" COCONUT PALM COCOS NUCIFERA 9" COCONUT PALM COCOS NUCIFERA 13" SABALPALM SABAL PALMETTO11" SABALPALM SABALPALMETTO 11" SABALPALM SABAL PALMETTO 36 91' SABALPALM SABAL PALMETTO 37 9' SABALPALM SABALPALMETTO 38 14" UNKNOWN 39 9' COCONUTPALM COCOSNUCIFERA 1821 3" UNKNOWN 1822 8" COCONUTPALM COCOS NUCIFERA 1823 10" 1 COCONUT PALM COCOS NUCIFERA 1824 COCONUT PALM COCOS NUCIFERA 1825 _LOL 13" COCONUTPALM COCOS NUCIFERA 1826 10" COCONUT PALM COCOS NUCIFERA 1827 9" COCONUTPALM COCOS NUCIFERA 1828 COCONUT PALM COCOS NUCIFERA 1829 _ZL 8" COCONUTPALM COCOS NUCIFERA 1830 10" COCONUT PALM COCOS NUCIFERA 1831 1 12" ICOCONUT PALM COCOS NUCIFERA 1832 4" MANILA PALM ADONIDIA MERRIW 1833 4" MANILA PALM ADONIDIA MERRILLI 1834 4" MANILA PALM ADONIDIA MERRILLI 1935 MANILA PALM ADONIDIA MERRILLI 1836 _4L 11" COCONUTPALM C0005 NUCIFERA 1837 SO" COCONUTPALM C0005 NUCIFERA 1838 8" COCONUT PALM C0005 NUCIFERA 1839 8" COCONUTPALM COCOS NUCIFERA 1840 11" COCONUTPALM COCOS NUCIFERA 1841 SO" COCONUTPALM COCOS NUCIFERA 1842 MANILA PALM ADONIDIA MERRILLI 1843 _2L 11" SABALPALM SABAL PALMETTO 1844 20" SABALPALM SABALPALMETTO 1845 14" SABALPALM SABAL PALMETTO 1846 7' SABALPALM SABAL PALMETTO 1847 B' UNKNOWN PALM 18M 12" JSABALPALM SABAL PALMETTO 1849 14" SABALPALM SABALPALMETTO 1850 7' SABALPALM SABAL PALMETTO 1851 14" SABALPALM SABALPALMETTO 1852 10" COCONUT PALM COCOS NUCIFERA 1853 11" COCONUT PALM COCOS NUCIFERA 1854 13" COCONUT PALM COCOS NUCIFERA 1855 PYGMY DATE PALM PHOENIX ROEBELENII DOUBLE 1857 PYGMY DATE PALM PHOENIX ROEBELENII TRIPLE 1858 PVGMV DATE PALM PHOENIX ROEBELENII DOUBLE 1859 2.5' PALM CLUSTER 1860 12" UNKNOWN 1861 13" UNKNOWN 1 ', UNKNO N P L 649.61' M T c i I I I I I I I I I I I I I I I I� Ia I I I I I I I I R-169"* w EAN BLVD. s N f965,782.86 A=231 . 39 ' E 0' 20' 40' 60' Q, ,y�pol N:787,674.48 — m _ E 955,829. 18 SCALE: 1 "-20' ATLANTIC OCEAN idt -Av -1, - ow- M.-I -OZ1341 172, �t7 39!. ".. -A ww �q y. Aw w----------ti --------- lvoll�t - All —Now" d e ll 4T. }� tE 5M� I A ?w- . L lA J�t fk IrA, E EwFji,w ll AR A4, _W7 Jr jL A"t 1A fit ;., I lopmemem, dw J, )r 111j. IDA ........... VIC STORMWATER RETENTION CALCULATIONS A. SITEINFORMATION Total Property Area = 86,450 sq.ft. Proposed Doninage Area = 54,698 sq.fl, Drainage Area Impervious Surf ce = 24,284 sqA Dminage Area Pervious Surface = 30,414 sq.A, B. ESTIMATED STORMWATER RETENTION VOLUME - The retention volume is estimated using the Rational Method iQxiA) gtere: C = 1.0 (impervious surface) C = 0.2 (pervious surface) = 1 uJhr Impervious Surface RunotTm Voluc: .0 x 1 uthr x 24,294 sq.ft, v 1 ILA 2 in. = 2,024 cu.ft. Pervious Rurmff V 1 0.2 x 1 in/hr 30414 q. 1 x I fl./12 - = 507-ft. Total Volume to be Retained = 2,531 cu.ft. C. PROPOSED EXFILTRATION TRENCH SIZING IS . ation Trench WI L = Total Length of Trench Provided = 60 0 W = Trench Width = 6 it K = Hvdmuue Conductivity = 0 000681 cfs/al ft /ftof head H2 = Depth to tauter Table = 600 A DU = Un-Satumted Trench Depth = 3.00 R DS = Sntumted Trench Depth = 0.00 ft v = Volume T-id = 9,889-It Exfilm ion Trench W2 L = Term Length of Trench Provided = 40 It W = Trench Width = 6 It K = Hydnaue Conductivity = 0.000681 efs/sq.R./ft ofhead H2 = Depth to Winer Table = 5.58 itDU = Un-Setumted Trench Depth = 3.00 it DS = Saturated Trench Depth = 0.00 it V = Volume Treated = 6,094 cu.ft Tatnl Vulume Retained m ExfMtration Trenches = 15,983 -ft. Drainage System Notes: 1) Exftltration trenches and storm piping to be protected from roots with a root barrier. 2) Roof drain downspouts are to be connected to the proposed drainage system. Contractor to provide engineer with downspout locations prior to installation of drainage system. 3) Contractor is responsible for installing and maintaining erosion control measures during construction. Septic System Notes: 1) Removal of any existing septic system and installation of any proposed septic system shall be in accordance with the current specifications and standards of Chapter 64E-6 of the Florida Administrative Code and Chapter 381 of the Florida Statutes. 2) Fill material used for septic system installation shall meet the requirements of the current specifications and standards of Chapter 64E-6 of the Florida Administrative Code and Chapter 381 of the Florida Statutes. 3) Septic system drainffeld area shall be sodded immediately after the drainffeld has been covered. 4) Contractor to determine final amount of cover over septic tanks prior to tank installation. Final cover of 18" or less with the wet season water table below top of tank requires min. Category 3 tank. Final cover of 18" to 48" or a wet season water table above the top of tank requires min. Category 4 tank. Contact engineer immediately if amount of cover over tank will be greater than 48". DIGGING 70 NE CALL E INC. =,.urn I1997ICOASTAL CONSTRUCTION I CONTROL LINE NO WELLS OR SEPTIC SYSTEMS TRENCH ;11 I 30" Nri0PLA5T GRAIN 30" NYLOPLAST DRAIN I WITHIN 75' OF PROPERTY UNE 6'W X O X 6'W X 3'D X 60'L EXFlLTRATION TRENCH BASIN W1H BAFFLE APPROx. LOCATION Cf BASIN WITH BAFFLE d e SOLID LID EL. = 13.75 E% SITE WALL WITH 12" PERF. ADS N-12 PIPE TOP OF EACH EL. = 11.50 BENCHMARK: SOLID UD EL = Mo EX. WATER SERVICE (TO REMAIN) PIPE INV. EL = 9.50 MAG NAIL AND DISK . . . . .. . . EL. = 6.76 NAVD d O'1`L A� 00' 476' , + ti nYY F 0^ +- - ------ - - - - - h o-��. \O0a� a+ MIN. 8" WIDE TRAFFIC BEARING TRENCH DRAIN GRATE EL. = 7,08 90 , -_ 0+ nh�' - - MIN. 525 GPI. S n+ 30' NYLOPLAST DRAIN EXFlLTRATION TRENCH /2 bo ^o�y kS�- �0 + \ 0 + } + MIN. 8" 1WDE TRAFFIC + + CATEGORY-3 PUMPING LANK (SEE NOTE a) } + IOg I + BASIN 'MPH BAFFLE SOLID LID EL = 14.92 6'W X So X 40'L EXALTRATDN TRENCH n o. v0 9a) " ,p� + I ae �� ,? BEARIN(O�RENCt,1.bRAIN y?` p@�OSed. MIN. I.SOO GAL WITH 12' PERF. ADS N-12 PIPE TOP OF TRENCH EL. = 6.00 0 b' ( + d GRATE EL. = 13.75 -,. Mt9tor Court CATEGORY 3 SEPTIC PIPE INV. EL. = 4.00 X. FIRE I 'L0 O °' I 5 T `e�0 I TANK (SEE NOTE 4) H�fDRANT + 0; (1.. �,L �. �4' + I + , + 0 �Y' ,. ,ao, .<, , ,`?F, I 2" PVC SCH. 40 R = 5356.07' h+ I °� I + � + + + +a� I FORCE MAIN + + + + + = 231.3 A = 23O.39' bh -' + h} GRAVITY SEWER AT I° I + ry. ry %,0 .H + 0 oti o> + + + + + + oa e o ha a g aM _ 1/8-/FT SLOPE - o �� 0 0 = Ex. a � MMIN. �s SOIL BORING LOCATION ELEV. = 11.5 NAVD +I '� M 7hER + I wp. 350�OAL.?� + �+ 'L^ I Ex. �MQotor Court g (to be replaced)+ ' ry + Progosed - CtwFtVar TY SEWER AT M NAVi/B""/FT. SLOPE �11 TEGORY 4 1 r� ,`? APPROX. LOCATION OF MEAN HIGH WATER UNE R3I^C I PTIC TANK - d � E%. SEPTIC SYSTEM TO PER SURVEYOR I / 4 -V ��� -Iy"I--� BE REMOVED PER 62-6 EL. = 0.44 NAVD VI MI . 450 GAL ATEGORY 4 y+ 6' -99 �6 i� h+ _.., + :, ;+ I SPECIFlCATONS PING TANK _QI VC SCqq.-tO a+, -Boo' -�°�i O+ U O FORCEX iMAIN + SOIL B ING LOCATIOMb I� e +` - - , 6 348= `^ I E = 7.5 NAVD I � J ;� , _ +++ + h h O: a� 00 APPROX LDCATION OF •'F"' o I EX. SEAWALL I BE REM D PER 62-6 PECIgCATIONS�� �-.`w /„ �~/ + y "e 6, Ex. Tip St�ry�e e + �+ (TO REMAIN) e X. ETAI�ING �T y / ' / I ti� o (to be renovate \ WALL ( REMAIN) I M i/ �°' ❑ o --^^- F.F. El9v. 17.11 NAV , + SOIL BORING LOCATION = 115 NAVD Q� WATE a+ .ate ��}, S eELEV }y-IEX. ME'` ` EX IS WALL r+ a + 'sp __ .... + + + I +++ REMAIN)e �a + nIa?' 9 PROPOSED TRENCH SYSTEM 42 REQUIRED 1,313 SOFT. A,T+ ++ $ J - 1 Ex� Terracgt;, UNOBSTRUCTED AREA = UNOBSTRUCTED AREA PROVIDED = 1,328 SQ.FT. DRAINRELD AREA REQUIRED 875 SOFT. PROPOS N SYSTEM I - 4O = UNOBSTRU TED AREA R[QUIREO = 975 SOFT. UNOBSTR CTED AREA PROVIDED - 980 SOFT. �+ + G sue - -*- , )) + sC W,, sjo + �A I .To 6, + } �> ^b'\ + + + 0 + + + + + + o A h I DRAT FIELD ARE(;EOUIRED 65005(!I(FFT. ,SI , eh + ++ I ,. 5 L BORING LOCATION ELEV. = 9.0 NAVD- 'W 2010 GENERAL wv _ I1( +� a PERMIT UNE a ( + �O_ C' tl � -� .. 09+ + + I + + + + }} A a BENCHMARK: I II��-a 1 L'`� 1�k'}Y: rt See Grading &Drainage Plan MAG NAIL AND DISK GRAVITY SEWER EL 8.07 NAVD I I AT " E>(��abana - MIN. 1/8"/FT. SLOPE to b4 renova( I Enlargement (Sheet C-2) 0. 0. E%. SIZE WALL I APPROX. LOCATION OF E%. SEPTIC SYSTEM I I I -------+(- 1 I I , I__J NO WELLS WITHIN 75 OF PROPERTY LINE Legend + EXISTING ELEVATION PER h^ WALLACE SURVEYING CORP. (NAVD-88) p/ PROPOSED ELEVATION (NAVD-88) --zoo-- PROPOSED ELEVATION CONTOUR (NAVD-88) FLOW DIRECTION EXFILTRATION TRENCH ■ AREA DRAIN O 24" NYLOPLAST DRAIN BASIN WITH BAFFLE EX. SITE WALL N 0 10 20 40 80 Scale: 1" = 20' Revisions 2 3 5 E��] Chad M. GrvM Digitally signed by o 111. = Chad M Gruber FL HE No 57466 Date:2023.05.09 11:06:21-04'00' This item has been electronically signed and -led by Chad M. Gruher Sheet No. on the date adjacent to the seal using a BHA authentication rude. Printed copies of this document are not considered signed and sea1N and the BHA, authentication code most be verified on eav electronic copies. C- 1 Plan Background from Hardscape Plan by Lang Design Group Received 5/4/23 0 2023 Gruber Consulting Engineers, Inc. i I NO WELLS OR SEPTIC SYSTEMS WTHIN 75' OF PROPERTY LINE EXALTRATON TRENCH Al I I I + + E% SITE WALL 6'W X 30 X 60'L E%FILTRATION TRENCH 1997 COASTAL CONSTRUCTION CONTROL LINE 30" NYLOPLAST DRAIN b b? S (TO RF+MAIN) WTH 12" PERF. ADS N-12 PIPE 30' NYLOPLAST ORAJN BASIN WITH BAFFLE o 1 n t N84 42 00 W 376 TOP OF TRENCH EL = I1.50 BASIN WITH BAFFLE +I SOLID LID L. = 13,75 �? PIPE INV. EL. = 9.50 SOLID LID EL. = 14.92 b^ + + + + + + + + + + + + 9 h 65 °j' I o° ,ry �"? BENCHMARK: MAG NAIL AND DISH 30" NYLOPLAST DRAIN BASIN WITH BAFFLE a 12" HOPE INV. EL. = 11.50 EL. = 6.76 NAVD I i SOUD LID EL. = 9.00 8 +Ps p �?+I I • 66 12" HOPE E e 12" Hf1 1 _ INV EL. = 6,00 + I 7NV. EL = A.d0 1 + �.g9 31a R 7pod 0` -u 7 '?-" y 12" HDPE I + � y�1 o- + I IN EL = n.50 `be' - + 8" HOPE IN PVC C-90U INV. EL. = 3:75 ' I 75P B INV EL. = 11,50 _ MINa� W1bE TRAFFIC poo- + + + a. I b + ,0 MIN. '+WOE TRAFFIC + 9 �} + + + + ,+ I ,: a. + + ba I b0 b' BFA G TRENCH DRAIN ,�o + a 9' BEA TRENCH DRAIN + ;p ,by 525 GAL N3 , . GRATE EL. = 7,08 I INV. EL. = 5.00 IN PVC C-9,0 i \ 1\ IFTA CRATE EL. = 13.75 w I CATEGORY PUMPING Proposed TANK (SEE NOTE 4) Motor Court btib p A- + I E%. FIRE ,'+ HYDRANT tl b� I ' + + I aa EXFlLTRATION TRENCH /2 a` a`' + 7 I b+ h p } �:5 �? tl 6'W X 3'D % 40'L EXFILTRATION TRENCH np + r 69 I +� ^ WITH 12" PERF. ADS N-12 PIPE TOP OF TRENCH EL. = SOO �� 12" HDPE tih I \ G g PIPE+NV. EL. 4.00 AREA DRAIT� INV, EL. = 12.0 + +Z = + GRATE EL = 14.75 byy , -- - 0 I GRAVITY SEWER AT 6" PVC C-900 \ AREA DR IN + �z9 MIN. 1/B"/FT. SLOPE INV. EL. = 6,00 GRATE EI�= 14. _ " AREA GRAIN _ _ GRATE EL = 1467 ,�h% RATE L.=IIq,67 EX. WATER C METER APPRO%. LOC ON OF � Ex. MOIOr Court �'"""" ARFrA DRAIN -�._�' I EX. WATER SERVICE (to be replaced) `- GRA eft = 14.75 . -1 6"D + + d IN0++ pMIN. I 1,750 GAL. I } B" HDPE d 6�' ; CATEGORY 4 } °r INV. EL. = 7.00 ----- + - - - ARE IRA DRAIN I'4�75 q SEPTIC TANK ��-- 6" PVC C-900 INV. EL.=625 EL / +� WINDOW WELLi 0� �' f! �� L/ AREA DRAIN 4 �56� DECKQ �� AREA DRELf- ARE A DRAIN GRATE 14.67 �j 14 Q/ REA IN MIN. 450 GAL. +) s UttA EL = 9.30 Ss �� UTIETS (TYP.) GRATE EL. 7.75a += _ _ + GRATEDEL 74.67 q I CATEGORY 4 "� I / > EL. = 14.58 9 PUMPING TANK / AREA DRAIN _ .� I GRATE EL 14.75 - - HL NVE= 1200. ¢ 1 101. 2" 'C SCH. 40 I �° - - -BAG i�? 4 b I �' O ._. V5j t_ �. .�] FORCE MAIN +I / / DECK DRAIN WITH MIN 2• + bb - - J I �� } VERT OUTLETS (TYP.) I L - t`V SOIL BORING LOCATION ELEV 7.5 NAVD \ \ / / GRATE EL. = 14.67 - �- ---� = 4 2 e, �a _ + I I / - AREA DRAIN AREA U APPROX. LOCATION OF E%. SEPTIC SYSTEM TO/ // �'., I O P y -., 'f' GRATE EL' - 14.67 GRATEELIN 14.75 O BE REMOVED PER 62-1 t♦ e - -., + ti b. AREA DRAIN - SPECIFlCATI q / �"`"` I GRATE EL. = 14.75 + EX. RETAINING / N d fi" HOPE �' ❑ AREA DRAIN GRATE EL = 14.67 Ex. wo Sto Residence '. 1 WALL (TO REMAIN) / INV. EL = 12.00 / / �o be r ovated) �+ I +'- F.F. Elev. _ .11 NAVD I ❑ ; < 2010 GENERAL / } I b, beb PERMIT UNE I EX. WATER {) G / ti `titi ❑ METER bry , I I / �.5. bryb bhp F I' _ 1 �q P a+I y� EX SITE WALL ( + z� 1' (TO REMAIN) _ md '3 +o-p0 B � J 11 Ex. Terrace y+ '1 ^ y ,'+ I a n = .9 P P05ED TRENCH SYSTEM #1 / M d I + ' UNOBSTRUCTED A EA REQUIRED = 975 SOFT. I UNOBSTRUCTED A EA PROVIDED = IN SQ.FT, + + DRAINFIELD EA REQUIRED = 650 SO.Fi. + „o,? 4" y �y5° > � + + + I + �HDPE INV EL. = 7.00 p+ �, I 1 I b 0 Y' B" HOPE ` SOIL BORING LOCATION I INV. EL. = 12,00 y� ELEV. = 9.0 NAVD AREA DRAIN GRATE EL = 14.67 ( q� DECK DRAIN WITH MIN, 2" AREA DRAIN b VERT. OUTLETS (TYP.) I GRATE EL. = 9.30 be + ,� GRATE EL. = 14.67 + + + + 48 HOURS BEFORE DIGGING CALL 141aD-032-t770 SUNSHINE STATE ONE CALL OF FLORmA, INC. Legend + EXISTING ELEVATION PER y^ WALLACE SURVEYING CORP, (NAVD-88) p/ p0 PROPOSED ELEVATION (NAVD-88) ---7.00--- PROPOSED ELEVATION CONTOUR (NAVD-88) FLOW DIRECTION EXFILTRATION TRENCH 8 AREA DRAIN O 24' NYLOPLAST DRAIN BASIN WITH BAFFLE NRevutnns 1 2 4 5 0 5 10 20 40 6 7 10 Scale: V = 10' Chad M. Gruber ME l'° Digitally signed _ by Chad M Gruber FL HE No 57466 Date: 2023.05.09 o �SS�ONAL ENG 11:06:47-04'00' This item has been electronically signed and sealed by Chud M. Gmber Sheet No. ..,hedate adjacent to the seal using a SIIA authentication code. Printed copies of this document are not considered signed and sealed and the SHIA be v, ifed on any electronic copies. C-2 authentication code must Plan Background from Hardscape Plan by Lang Design Group Received 5/4/23 0 2023 Gruber Consulting Engineers, Inc. General Notes & Specifications: 1) The-murneto shell check all drawings furnished Immediately upon their —qu and shall promptly notify, the engineer in writing of any discrepancies. Anything shown on the drawings and not mentioned in the specifications or mmdi... d in the specircatians and not shown on the dmwings, shall be of like eRal as if shown or mentioned in both. 2) Figure marked on drawings shall, in general, be followed in preference to Scale measurements. Large scale drawings shall m general, govern small Scale dmwW,. The contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby. When dimensions on the drawings we affected by the type of equipment selected, the contractor sIWl adjust such dimensions as conditions may require. 3) lithe contractor, in the course of the work f ds any discrepancy between the drawings and the physical conditions fthe locality, or any error or omissions in the drawings or in the layout as given by points and instructions, or discovers unimesom underground or above ground conditions or any other uneAprected conditions requiring additional work by the contractor, it shall be his duty to immediately inform the engineer, in writing, and the engineer shaU promptly check the accumcy of the w rmation. Any work done er such discovery, anti) any necessary changes are authorized. will be done at the contractors risk. 4) nary part aftheemumenn, work depends, far proper execution or results, upon the work of any other contractor, the contractor stall inspect and mes sine work ahrady in place and shall at once report to the engineer any discrepancies between the executed work and the drawings. 5) The engineer or his authorized representative shall have free access to the work of the cmumeter at any time for the purpose of Inspection. The contractor shall furnish the facilities to determine, as best Na can reasonably be done, the nature and quality of the work performed. Such assistance of the contractor shall, if necessary, include the uncovering, testing or removal of potions of the finished work. 6) All debris shall be removed from the area and legally disposed. Debts may be burred upon obtaining proper burning permit but any unburned remains ore to be disposed of as directed by the owner or his representatives. 7) The contractor shall be responsible for protecting all buildings, structures, and utilities that are underground, above ground, or on the sarfne, ag-I construction operation, that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The convector shall, by repair or replacement, return to equal or better condition all pavement, sidewalk, towns, utilities and other items damaged by this construction n,tivity. 8) The contractor shall be responsible for obtaining all required tests and shall Rubmd reports by an independent testing laboramry appmved by the engineer. Should any test fail to meet sl—f—Iion as shown herein, the contractor shall, at his expense, coital all deficient work and submit labomtory rest remits showing compliance with these specifications. 9) All work shall be performed in a workman like munner and shall conform with all applicable City, County, State and Federal regulations and/or Codes. The contractor shall obtain all pmnits and licenses required to begin work. 10) The contractor shall visually examine the construction site to determine the ma ant of clearing and existing facilities to be replaced, removed and/or relocated which may be required in order To complete the work. 11) The contractor shall give the engineer 48 hours notice prior to requesting required inspections and "I supply all equipment n«essay to properly test and inspect the completed work. 12) The convector Shull guarantee all work and materials for a period of ne yea fmm the date of project acceptance, during which all faulty st c,nnrction and/or materials "I be c,=ted at the contractor's 13) All work Shull be accomplished in a safe and workmanlike marina. The contractor shall comply with all applicable laws and regulations of any public and/or private body Miring jurisdiction for the safety ,f persons or pmpe y or w pmtmt them Gam damage, injury or loss and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project Safety rests solely and specJcally with the contract,,. Local agencies and their employees and agents ore si—fi-Ily Indemnified and held haroless from any actions of the contractor relating to the safety procedures Implemented during consam bon and from any claims brought by any persons regarding sueM1, personal injury or property damage. 14) Minimum Construction Inspection Chakpomu: I) Pri,r to any major deviation from the approved plans 2) Prior to baekfi0ing of env trenches comatr ^.•• hydraulic conduits so Uatjoinmag may be mutually approved 3) Upon completion of subgrade compacting 4) At the time of &hvm arouse, material 5) Upon completion of the base and prior to pruning 6) Immediately prior to and upon the first and sand applications of the plant mixed wearing course 7) Upon ompletum of cmumoetian, a final inspection will be made with Project representobve 15) All unsuitable material such as muck, mar and debris shall be removed from the limits of concoction and legally disposed. At the eng nece, direction muck may be stockpiled an the site at designated locations for use in landscaping. 16) All material and equipment to be famished and/.I, Rolled by the convector for this project shall be guaranteed for a period of one era Goa the date of final acceptance thereof, against defective materials, design and workmanship. Upon receipt of notice from the owner of failure of my part of the guaranteed equipment or materiels during the guarantee period, the unwed part, parts or materials shall bcreplaced prompUv with new pints or materials by the com aretor m w a pntu to the owner. In the event the contractor fails to make the necessary replacement or repairs within Seven (7) days Meer notification by the owner, the owner may asomplish the work at the expense of the contractor. 17) The contractor "I complete "Ns -built" information relative to pipe lengths, minerals and any deviation from plans and provide a copy of such to the owwa and eng— for foal acceptance of the contractors work. MIN. COVER TO RIGID PAVEMENT, C FOR 12"-24" 6' FOR 30"-60" NOTES: FINAL BACKFILL MIN. COVER TO FLEXIBLE PAVEMENT, H BACKFILL SUBGRADE 1) ALL PIPE SYSTEMS SHALL BE INSTALLED N ACCORDANCE NTH ASIA D2321, -STANDARD PRACTICE FOR UNDERGROUND INSTALLATION a TERMOPLASIC PIPE FOR SEWERS AND OTHER CHANTY FLOW APPLICATIONS', LATEST ADDITION 2) MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NARK nNES INTO BACKFILL MATERIAL, WHEN REWRED 3) 5111TABIE SU O&L WHERE THE TRENCH BOTTOM 15 UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REOIIREO BY THE ENGIEER AND REPUCE WITH SUITABLE MATERIAL AS 7 CRED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN MONIEER, THE TRENCH BOTTOM MAY BE STABIUZED USING A GE01EXILE MATERIAL 4) BfD➢M SUITABLE MATERIAL SHALL BE CLASS 1, 1 OR IS. THE CONTRACTOR SHALL PROVIDE DDCUMENTAlIOV FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWSE NOTED BY THE INCHES. MINMUM BEDDING THICKNESS SHALL BE 4' FOR 4'-24' PIPE: 6' FOR 30'-60' PIPE. 5) INITIAL ILOOLL. SUITABLE MATERIAL S ALL BE CUSS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6 ABC K CROWN OF PPE THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTLI D2321. LATEST EDITION. 6) MINIMUM COVER: MINIMUM COVER, H IN NON -TRAFFIC APPUCATIONS (GRASS OR LANDSCAPE AREAS) IS 12- FROM THE TOP N PPE TO GROUND SURFACE ADDIMMAL COVER MAY BE REWIRED IS PREVENT FLOATATION. FOR TRAFFIC APPUCATIONS, MINIMUM COVER, H, IS IS' UP TO 48' DIAMETER PIPE AND 24' OF COVER FOR 54'-60' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO B07 N OF FLEXURE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TRENCH AND BACKFILL DETAIL N.T.S. Report of Exfiltration Test Ms...A—aw.I«. sae, Tea PraWa s«..II lttatlan 35aa N«a0a«Bw9•vvE m sin«e w ram wv.N Ewatim.jezmn � ..n.m. c.•rro Hy4nulk GontlunrvRy DK)=-1•ID'atala AWm 0. EXFIL NO. t go 1 so So 90 ND 30" NYLOPLAST DRAIN BASIN NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET 30" DUCTILE IRON GRATE STANDARD APPROX. GRAIN AREA = 324.00 SO IN APPROX. WEIGHT WITH FRAME = 237.00 LES. STANDARD GRATE HAS H-20 LOAD RATING SOLID COVER HAS H-20 LOAD RATING PEDESTRIAN GRATE HAS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-D5 MATERIAL DUCTILE IRON PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST GRADE VARIES 1 •• PERFORATED E NOTES: •K •M• Ir Y••••••-•. ROCK ELEV 1 •••• XFILTRATON TRENCH NO. 4 CLEAN- 2 ALL FILTER FABRIC SEAMS WASHED ROCK HAVE MIN, 12" OVERLAP \\—,OARSE ROCK WRAPPED IN 1" APPROVED EQUAL EXFILTRATION TRENCH 41 DETAIL N T.S. _ AST��1350'--y m 0 0 0 0 �o m m ".I- IRI RA IFD USAN AREA = 6zl Su INCH (1 _NN4D (RATE [OVER ���I�YMy1�—/�YL�JY�Fce EAsr Acttss �® PEDESTRAN (H-ID) RATED SOLID IRATE MRMMAREA. - SLIT SD INCH a;—E Rcory caAre 7 STANDARD INAN AREA = 29/.TfSo IN.� ' r7"r— MUD D ONED MATENAL CAST NCN 01 MATERIU SHALL CpIFIXm TO ASTM Ala - CUSS Jm PAN, CASTINGS ARE AN SHED MTH A ®.RCN PLANT LATE TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS. NDS, OR APPROVED EQUAL AREA DRAIN DETAIL N.T.S. GRADE TARIES ELEV 11 .•. - 'tiff -•,_ �_•. r�'•-a' •:•:•:•:•:•:•:• •$::• ti• . . .. PERFORATED PIPE NOTES • A "ETAILE FOR USE IN era• XFD'TRATGN TRENCH NO, 4 CLEAN, �r�='=:��•�f=Eta a=:=: 'e'e':2 ALL FILTER FA RIC SEAMS BE WASHED ROCK TO OVERLAP RDCK WRAIIEC IN MIRAFI III NL FILTER FABRIC •" APPROVED EQUAL EXFILTRATION TRENCH 42 DETAIL N.T.S. DIGGING 0 NE CALL E INC. t¢ KNITS AND FT111NGs To SE W.RMP0 WITH am Ia NL OR ERG. A•PROKO EQUAL 9JaA(E CONIrldNG PER RESPECTRE DESIN RAN HIM DIRECT RISOP H1 INIET IN SY51EM RR MSFA ALL PERAID PK %PNG 9fALL PROVIDE A I.E.. S FRICTION FACTIIR a -2 as uss, la <D.DIz) SYSTEM PER PIPING, WHERE SPECEE➢. SHALL BE BY ADS OR AN -APPRO.PD EOT IENr ALL fDTING2/WIPDNGS SHALL RE 'PRO " WT m 'SERIES 35' NODE: PK A-2000. SOP JS Oft 900 PK NN D-RNG BELL ANTI BIGOT JOINTS ARE AP— ,. —I I SYSRNS REND DIRECT RISER INLET: TYPICAL INSTALLATION NTS. Nql`, Digitally signed by Chad M Gruber Date: 2023.05.09 11:07:12-04'00' This item has been electronically signed and sealed by Chad M. Gruber on the date adjacent to the seal using a SHIA authentication code. Pti.w copies of this document are not considered signed and sealed and the SFLA authentication code most be verified on any electronic copies. 0 2023 Gruber Consulting Engineers, Inc. as `c es in O O W �I Z o a EEn G O 9 _ v �av 0 c O r z a 0—_ 0— Q— Chad M Limber FL P.E No 57466 0 VA N r .O ca u M 4� by o N M a �" 3 +' O N �4, 4-1 Ln o �H N o � � +J Ov p 1 ��. p .1 E x ++ u 4- m V a1 b4 v by ° m a o V �. °4-1 41 uLr) 1 Q � C y 0 rd v O v v v p ° ° o 4 :� 75 CZ -1 �~°o:� w U4-1 ° o N o m o �(� N Ln v by uON 75 �.o C) U� -. � x v o 4. a) o M � v � A ' � u ��u:z cn Q• -� ° ° Lr, 3 u •O � Cn � Q � � � O � N O cn cn cn cn Q �n H ° N w d 19 u v v v v +-' v v „� v v O v +' O I' O O v 0 O bo v v v v v O v y boo +�, t� v~ -� z O O '� v O �O v�, u to +�+ u r O x� O of U `n 3 O sue, m m v �, CZ cn O c� m N 4-1' '� O o, O .� ay n t - �� v to ° � a -cs �eo o �, cn v v U . O1-4 O u O 3 cC ctcz ;-4 W v P,cz +, v V ow+ �.i to E ;-.4a) U-)t i O [—� �i , +' " ti � cA — bo *' y,_ Qy v O Z C) ° 4 .- F ' � 4, t1. � � sue. � � CU 44, M , � v ~ � v (z .4,, O +� cn O O bo v +, O 'L� cn v ca v O ;o v m a)v O p U 4- v -� O bA cts v cC Cl.bo O ++ cz rn v bo �' ' �. O ct U - v O lzO O v O ++ N �, 1 O O sU. 'z O i`. p O Cn 3 cn f-�. O u O v (A +, d~ ++ cts � v cn 3 cC +, v O v v ;, boo p , , m ,� m >, cts v Q �, O `;� °p, bA v p CZ m 4Z O v 7C H O O OLf)v Q O v +� LO O w m .� N N •� .4: v m p cn \ u O O N .., v .— >,, O U C v Q" 9 O bA NON y\ ° v V C O O v ++ ~O w ?�. �" E--, .� .` "� v p 'z rVj E•-��� N +G u Fp �pO�uOO v t� U s� O > p 4 tri (a)-v n v O +v O cz O U O U �bo O � � N Ov O Z w Q cts `�`y v O O O ct3 O ctS v + v] O v -+ cts ,� ^' ^" V No �-oMN¢. � v(U c Q) cn�-oCq V)� �' v o� uj CL, r. > +iZ 'I v O > S `i Q O N ." v F' v bA � C1. v m N Uj m +, 6 ctS O v O V L� v, p w v cn c� p N N blov cts v t-. s� LZ. U ate, v N} cn v 4 O O s.r y v bjo Ubo N f-L N O tz O c 3� v (z Q)� U bo C O -1 (fj Q N p Ca to -W m v m60 to _ O U " v w +' O v cz -Q -61 to w C) O ' ' can SZ as U c77O OC E— �i n .Q SQ. cz .a O O Itt cz v O N ° � V o Un Q W � W � 3 ctf 0 o� Q cV 4-1 .H 3 v O v � V � v O .� v 1-4 O ca v v v O Q" O v O ¢+ cu ctt u m cn '� X y (n N O � 4 � u u N w :., a i s, cCi cC 03a) p ¢, W a) w O o 0 > o o ° a) cri u w y �' E-- X u cn cCt ,, ... -" -. O" QJ �, CA o 0 o m o o O .Z a) N° '� a �' v cz °� U� O :n -CS �, 3 O a� Q ° � ,U cz 3 Q' "� '� Crj c� O � a) a) cn +, �, �' a1 .sue CJ C) O W -, -p Ems" c��n ° 4.4 � to a �✓ ° C m °'' 4.0 a o o �. x° Q~O v s�,v o v� �3 on�p, cu u 3 u �. ° h?-.)o7o � eo " as � .� o a, o~ y .� o 0 0 +, a, u si o .� p, v -• � o .� ¢, bo s" m ; -� , , �+- �—-61 ++ ^. p -0 w� O "O bo � u ,^" obi c� V� a) 7' — "'�i " i" ° c� �� -� +4 O cd O 3 O a) � O �� CZ p cn m > a� "� ' -" �, m c+) u y u �, r.O F.L a — 4 � ++ +J 'O .� cC U) -CS O N N m „� . - -.�� cC R-� _ o O cc .,., ° cC O ,. +�+ ° a) � O +, Q"" v, b0 CA cq ° O O cn O }vim 3 O 41 y — vi 'G v�� +, cv .fl C c N o aJ 0 3 w a) O lz° "'' a) p N a" bo u a) u �"o a) o b o. V4 O p 'O cq '� +' "CS a) p .4 . __ r2 3 4; . � ar • -+ + , o Z +� O 3 , i v cn N a� u w u p O E" }. O ° O a) it ° o \C -4-1 � 4. CO 7 4 � � t p�'j � V � 0 � � � � � � O � � � � a~i Q conQ" J N -- 4., cn -� O O cn w "O V o Cn o a) 4� N _-4 .� d .� C6 -0 -p c > N C!l }' O `� '� 't� } a' ''' s°syy -C i • " 3 p c� O . O a� cu as CIACn 4a s, +cn a) M Z u a) u O • . ++ F-+ a� �• «, zCL4 u o o �" ° o °u c� r. tt FP" o E0 b a 0 c1r) N O N b!J � o o z N ~ u v AQ Q Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA ® RECEIVED -4 APR 10 2023 Town of Guff Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: Gulf Stream School I.A.2. Project Address: 3600 Gulf Stream Road I.A.3. Project Property Legal Description: see attached I.A.4. Project Description (describe in detail, including # of stories, etc.) erect a 25x25 cooler/dry storage unit in the parking lot of existing property to provide food storage for a student and staff lunch program at GSS. I.A.5. Square Footage of New Structure or Addition: 625 sq feet Architectural style: to match the existing architecture of the school. I.A.6. Check all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) I Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: cold/dry storage Type of Foundation: slab B. Owner Information I.B.I. Owner Address: 3600 Gulf Stream Road I.B.2. Owner Phone Number: 570-276-5225 Fax: 561-276-7115 1.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: Keryn Engelhard I.C.2. Agent Address: 3660 N Ocean Blvd Gulf Stream FL 33483 I.C.3. Agent Phone Num er 561-276-5225 Cell 303-906-9039 Fax `�'6--�rt I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification I.A.I . In what zoning district is the project site located? IRS-0 Single Family -Ocean West (24Gulf Stream) III.A.2. Is the project compatible with the intent of the zoning district ? 7d Yes ❑ No Explain: Zoning has allowed for the presence of the educational institution which provides services to PmK-8 students. In order to provide a better and more well-rounded experience to these students, a hot lunch program is essential. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? L Yes No Explain: This pmjed will not intedere with any future land use goals, objectives or policies. This project will have no effect on the neighborhood or land use III.A.4. How are ingress and egress to the property to be provided? Currently, families enter and exit through gates at the main entrance I I I.A.5. a. b. C. d. e. f. 9• h. to the property. This project will not change the ingress or egress. How are the following utilities being provided to the property? Stormwater Drainage city -remains unchanged Sanitary Sewer City -remains unchanged Potable water City - remains unchanged Irrigation Water City -remains unchanged Electricity FPL- remains unchanged Telephone Comcsst- remains unchanged Gas City - remains unchanged Cable Television N/A III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) the structure will not change or fall out of compliance with any of the standards listed in section 66-144. The structure will comply with traffic, sewer, water drainage, flood prevention other zoning standards. 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 )(No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? _i Yes X No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? L Yes ,(No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? - Yes )(No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes �No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? Yes No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes i No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re-established: Yes _ No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? Yes _ No Explain: Application for Development Approval, Form ADA.32000 Page 6 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? = Yes ❑ No Code Section: 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? IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? 11 Yes ' No Explain: IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? IV.E.5. What landscaping and screening are provided? IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? I Yes !- No Explain: F. Non -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: IV.F.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 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? ' Yes No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? 11 Yes No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re-established: Yes No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes i No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? ❑ Yes No Explain: Application for Development Approval, Form ADA.32000 Page 6 September 2004 Town of Gulf Stream H. Projects requiring Rezoning IV.H.1. What is the Future Land Use designation of the project site? IV.H.2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. The Gulf Stream School wholeheartedly believes that a hot, fresh, nutritious lunch for students, faculty and staff is essential not only to the nutritional well-being of the school's community but the social -emotional wellness that comes with eating together as a community and having the same food and amount of food available to everyone. Gulf Stream School is a well -respected school in the neighborhood, the county and beyond and as such, should be provide,at a minimum, a hot lunch program like other public and private schools across the nation. This program will only help strengthen the reputation of the school and the Town of Gulf Stream The unit will not be noticeable to the community at large and will provide the necessary food storage for the lunch program. Application for Development Approval, Form ADA.32000 Page 7 September 2004 THIRD AMENDMENT TO DEVELOPER'S AGREEMENT THIS THIRD AMENDMENT TO DEVELOPER'S AGREEMENT ("Third Amendment") is entered into on this day of , 2023, by and between the TOWN OF GULF STREAM, FLORIDA, a Florida municipal corporation ("Town") and GULF STREAM SCHOOL, INC, a Florida corporation not -for -profit ("School") (collectively, the "Parties"). WITNESSETH: WHEREAS, the Parties entered into a Developer's Agreement dated June 10, 1994 and recorded June 20, 1994 in Official Records Book 8311, Page 630 of the Public Records of Palm Beach County, Florida, as amended and modified by that Amendment to Developer's Agreement dated April 9, 2001 and recorded on April 13, 2001 in Official Records Book 12458, Page 1563 of the Public Records of Palm Beach County, Florida, and as further amended and modified by that Second Amendment to Developer's Agreement dated April 16, 2013 and recorded on April 30, 2013 in Official Records Book 25988, Page 1520 of the Public Records of Palm Beach County, Florida (as amended, the "Agreement"); and WHEREAS, Gulf Stream School has been stewarded well for many years by a Board that practices conservative budgeting and spending policies; and WHEREAS, in the nearly three decades since the Parties entered into the Agreement, much has changed in education. The School has invested substantial funding in technology, campus security, health, and social/emotional wellness; and WHEREAS, the Agreement set the maximum number of students, both seasonal and full- time, that may be enrolled in said School at one time at 250 students. The Parties have agreed that an enrolment figure not to exceed 300 is an appropriate number for continued good stewardship and necessary budgeting practices; and WHEREAS, in May of 2022, the School employed a traffic engineer to evaluate the traffic generated by the School on campus and on Gulf Stream Road. After initiating a new pattern where certain traffic exits on AIA and other traffic exits on Gulf Stream Road, the Parties have seen a morning arrival that concludes before 8:15 a.m. and has relieved morning traffic backup on Gulf Stream Road. Similar benefits have been observed during the afternoon dismissals, with a range between 10 and 18 minutes from start to finish; and WHEREAS, the School and Town agree to permanently increase the maximum number of students, both seasonal and full-time, that may be enrolled in said School at one time from 250 to 300 as further described herein; and WHEREAS, in order to better provide for the needs of the students at the School, the School is developing a lunch program; and WHEREAS, part of the School's Application for Development Approval 23-6 included a request for the construction of a 625 square foot cooler/dry storage unit to be erected outside of the building envelope as defined in the Agreement in order to facilitate the new lunch program; and WHEREAS, the Parties seek to amend the Agreement to permit the construction of the cooler/dry storage unit that is the subject of Application for Development Approval 23-6. NOW, THEREFORE, for and in consideration of the premises, the mutual undertakings and agreements herein contained and assumed, the School and the Town hereby covenant and agree as follows: 1. Recitals. The foregoing recitals are true and correct and are incorporated herein by reference. 2. Amendments. The Parties hereby agree that the Agreement is amended as follows: a. Paragraph 1, Use of the Premises, subparagraph (b) is deleted in its entirety and replaced with the following: B. The Parties agree that the use of the Premises as a school shall be limited as follows: The maximum number of students, both seasonal and full-time, that may be enrolled in said school at one time shall not exceed two three hundred fly (2-58300) students. Said students will be enrolled in grade levels Pre-K through 9. The School will generally be open between the hours of 6:00 A.M. and 6:00 P.M. year round. After school activities will generally not be conducted past the hour of 7:00 P.M. during the weekday, and all events shall conclude by 10:00 P.M. Events or activities which will be attended by more than fifty (50) persons and that are conducted past 7:00 P.M., regardless of the day of the week, shall be limited to a total of twelve (12) per calendar year. Additionally, the Premises will not be used for any activity other than for School and community events involving the residents of Gulf Stream, Florida, the students attending the Gulf Stream School, and the families and friends of those students. The school may not collect a rent, cash or otherwise, from any individual or organization conducting an event on the Premises, nor may the individual or organization receive compensation for conducting the event unless that compensation comes directly from the School. Moreover, only the School may charge an admission fee to any event conducted on the Premises. The maximum number of adults attending said activities shall not exceed five hundred fifty (550). b. The following shall be added as a new paragraph to the Agreement as Paragraph 5: 5. The School's request to construct a single -story, 625 square foot cooler/dry storage unit to be erected or expanded outside of the building envelope as defined in paragraph 3. Site Building Envelope. is approved in the area described below: The southernmost area of the lot, located adjacent to State Road A 1 A in an existing parking area located approximately XX feet from the south property line, 73" 4 '/' from the east property line, and 124" 4 3/8' from the west property line of 3525 Oleander Way. c. Paragraph 313, on page 3 of the 2001 Amendment to Developer's Agreement is deleted in its entirety and replaced with the following: The School, in recognition of the services provided it by the Town, shall pay to the Town annually on October 1 st of each year the sum of Fifteen Thousand, Two Hundred and Twenty -Five Dollars ($15,225) beginning October 1, 2023, subject to an annual adjustment to reflect the rising cost to the Town to provide these services. This annual adjustment shall be computed by multiplying the previous year's payment by the net change to the Consumer Price Index — All Urban Consumers, published by the U.S. Department of Labor, Bureau of Labor Statistics for the preceding twelve (12) month period, June to June. The Town shall invoice the School on September 1 of each year, with payment due on October 1. The School shall provide to the Town an annual report of the number of students enrolled the School, which shall include a sworn certification that enrollment at the School does not exceed the maximum student enrollment of three hundred (300) students, as amended herein. This report and certification shall be provided by the President of the School no later than the first day of the school year. d. Miscellaneous: i. The terms contained in this Third Amendment shall govern in the event of any conflict between the terms hereof and the terms contained in the Agreement. ii. Except as herein modified, all of the terms and provisions of the Agreement shall remain in full force and effect. iii. The parties agree that this Third Amendment shall be recorded in the Public Records of Palm Beach County, Florida, within fourteen (14) days of execution by all parties. iv. This Third Amendment may not be amended or modified, nor shall any waiver of any provision hereof or thereof be effective, except by an instrument in writing executed by the parties. v. This Third Amendment shall be binding upon the parties and their respective legal representatives, successors and assigns. vi. The provisions of this Third Amendment shall be construed in accordance with the laws of the State of Florida. vii. This Third Amendment may be executed in any number of counterparts each of which shall be considered an original and one and the same document. A facsimile copy of this Third Amendment and any signatures hereon shall be considered for all purposes as originals. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] This Agreement signed, sealed, and delivered by the parties hereto on the date first written above. Print name: Print name: GULF STREAM SCHOOL, INC. STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of [_] physical presence or [_] online notarization this day of , 20 , by e1-1 (NOTARY SEAL) of the Gulf Stream School. Notary Personally Known OR Produced Identification Type of Identification Produced TOWN OF GULFSTREAM Scott W. Morgan, Mayor ATTEST: Renee R. Basel, Town Clerk [(SEAL)] / l JUd-10-1954 11'S?am 94 13 4f' C3 r i 111011111111 [fill sill 81 I I! Ell DEVELOPER'S AGREEMENT of This Developer's Agreement is entered into as of this 'LL:E4+day 1994 by and between THE TOWN OF GULF STREAM. FLORIDA, hereinafter referred to as "Town" and THE GULF STREAM SCHOOL FOUNDATION, INC., a Florida not -for -profit corporation, hereinafter referred to as "School". Ln WHEREAS, the Gulf Stream School located at 3600 Gulf Stream Road, Gulf Stream, Florida is situated on a parcel of real property (the "Premises") of approximately 5.51 acres and legally described in Exhibit "A" attached hereto, and 0 WHEREAS, the School has requested that the Town approve the construction on the Premises of a multipurpose fieldhouse and e a covered walkway, the renovation of the existing auditorium and the \ w demolition of the existing maintenance building in order to better \A � provide for the needs of the students of the School, and J � U U) 0) WHEREAS, the Town has approved two variances to the School in �m connection with said construction, specifically, a variance with ,V_I-q respect to adding a building that does not replace an existing n o m structure and a variance with respect to th , J a� and e front yard setback, �0 W a +J 0 W WHEREAS, the Town has granted other approvals to the School as kX a) a Demolition Permit to demolish an existing follows - ocal - maintenance and storage building, b) a vegetation Disturbance Permit to add a row of trees and shrubs along State Road A-1-A and a Ln rn c) a Site Plan Approval, and w x p WHEREAS, this Agreement and Drawings attached hereto as Exhibits are a condition of the above -referenced approvals of the o Town. o°r• ~� NOW, THEREFORE in consideration of the premises herein and for other good and valuable consideration, theontained receipt ° of which is hereby acknowledged by each party to the other, and for other good and valuable consideration, the parties agree as follows: 4j °' 1. Use of the Premises. The artier a ree that the use of the Premises is a nonconforming use under the Town s present zoning code inasmuch as the same ' Present ro Residential District." The parties agree that" the g vent mil Premises cease to be used as a school, as defined in Item A. below, o in the future that the same shall conform to the zoning a° classification then in effect for the Premises and that said Premises shall not be subject to any other term or condition of this Developer's Agreement. Ln co A. Use Requirements. The School agrees to use the Premises as an independent day school in accordance with the Ict accreditation requirements of the Florida Council of Independent Schools or similar accreditation entity and in accordance with the terms of this Agreement. a s school .shall b® ties agree that the use of the Premises as a limited as follows: The students, both seasonal and full-time, that may be enrolled in imam number of said school at one time shall not exceed two hundred fifty (250) students. Said students may be enrolled in grade levels Pre-K through 9. The School will generally be open between the hours of 6:00 A.M. and 6:00 P.M. year round. After school activities will generally not be conducted past the hour of Page 1 ORR 831 1 Fa 6•3 1 7:00 P.M. during the weekday, and all events shall conclude by 10:00 P.M. Events or activities which will be attended by more than fifty (50) persons and that are conducted past 7:00 P.M., regardless of the day of the week, shall be limited to a total of twelve (12) per calendar year. Additionally, the Premises will not be used for any activity other than for School and community events involving the residents of Gulf Stream, Florida, the students attending the Gulf Stream School, and the familied and friends of those students. The School may not collect a rent, cash or otherwise, from any individual or organization conducting an event on the Premises, nor may the individual or organization receive compensation for conducting the event unless that compensation comes directly from the School. Moreover, only the School may charge an admission fee to any event conducted on the Premises. The maximum number of adults attending said activities shall not exceed five hundred fifty (550). 2. Attached to this Agreement as Exhibits A through J are the following drawings which are incorporated herein: A. Survey prepared by O'Brien, Suiter 6 O'Brien, Inc., dated November 8, 1993, and identified as Order No. 73-95 XL [Exhibit A]. B. Site Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit B]. Demolition Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 1, 1994 and identified as Job No. 93- 145 [Exhibit C]. D. Paving Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit D]. E. Drainage Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit E]. Water and Sanitary Sewer Distribution System Plan, prepared by Gator Engineering Servicea, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit F]. All buildings will be hooked up to the Gulf Stream Homeowners Improvement Association Sewer System with the exception of the three (3) houses, which have septic tanks. G. Internal Traffic Study Document and Traffic Control Plan, prepared by Gator Engineering Services, Inc., dated April 21 and February 7, 1994, last revised March 1, 1994 respectively, and identified as Job No. 93-145 [Exhibit G]. All parking associated with the Premises shall be on -site or on a prearranged auxiliary site, but in any event off- street. H• Architectural Drawings, Sheets A-1 and A-2, aprepared ndAss ciatest,arles last nevi revised March 2, Ogren, 1994 [Exhibit H]. Page 2 ORF 831 3 F9 6.31 I. Existing Vegetation and Tree Relocation Plan and Proposed Landscape Plan (Sheets 1 and 2, respectively), prepared by A. Grant Thornbrough and Associates, dated March 3, 1994 and last revised March 9, 1994. [Exhibit I]. J. Building Envelope and Building Setback Plan, prepared by Gator Engineering, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit J]. 3. Site Building Envelope. Exhibit "J" reflects broken lines around the proposed one (1) story field house, the existing one (1) story chapel and the existing educational facility (Envelope 1). No buildings shall be erected or expanded outside of this Envelope. Site Building Envelope calculations for the existing building footprint area and for the total building footprint area (new construction included) are reflected for Envelope 1 on Exhibit J. In order to eliminate the need for the School to seek a variance from the Town each time construction (in addition to the fieldhouse and auditorium renovations) is desired in Envelope 1, the parties agree that a variance will not be necessary for such construction provided that (i) the Total Building Area in Envelope 1 is not increased by more than 10,000 square feet over that shown on Exhibits B and J, and (ii) for each square foot of Building Area in excess of 400 square feet that is added, the School removes one square foot of either Building Area or Covered Walkway and Covered Open Structure Area. The parties agree that the only variances from which School is being given relief pursuant to this Agreement are those variances concerning: a) setback or locational requirements, b) the size of structures, and c) the expansion of a nonconforming use or the addition of a building which does not replace or substitute an existing structure. Moreover, the School must comply with the architectural and site plan review processes and other requirements of the Town prevailing at the time of the expansion proposal. Additionally, Envelope 1 contains an inner envelope, identified as Envelope 1(A), to depict a possible future second story area. It is agreed that Envelope 1(A) shall not utilize more than 6,000 square feet of the permitted 10,000 square feet for the second story. In the event a second story is added, it shall not be closer to any lot line than one -hundred twenty (120) feet. The parties agree that neither the fieldhouse and/or auditorium renovations shall be constructed, nor shall any other buildings be erected or expanded within the Envelope, unless all of those site improvements described in Exhibits B through G, inclusive, and Exhibit I ("Site Improvements") of this Agreement are completed before or simultaneously with said construction. Provided, however, and notwithstanding anything contained in this Agreement to the contrary, the Town agrees that the School may add up to 400 square feet of the permitted 10,000 square feet prior to the construction of the Site Improvements without the requirement of one square foot removed per square foot added being enforced. Furthermore, nothing in this Agreement shall preclude the erection of new buildings or additions within the Envelope construction or completion of to the the fieldhouse and/r priorauditorium renovations if the Site Improvements are completed before or simultaneously with said erections or additions. Finally, the parties agree that the Traffic Control Plan described in Exhibit G shall not go into effect until the Site Improvements are completed. 4• Miscellaneous Provisions. A. Compliance With Legal Requirements. The Town has reviewed the construction of the proposed facility and Page 3 NO 8311 Pe 633 renovations and believes the same to be consistent with its comprehensive plan and land development regulations and that no reservations or dedications of land by the School are necessary for the Townes purposes at the present time, except those easements generally indicated on Exhibit F. Furthermore, the Town does not believe that the same will cause any detriment to the Town or to its citizens' public health, safety or welfare. The parties agree and acknowledge that the failure to address in this Agreement any particular condition, term or restriction shall not relieve the School of the necessity of complying with any law governing said required condition, term or restriction. B. Recordation of Agreement. The parties agree that this Agreement shall be recorded in the Public Records of Palm Beach County, Florida within fourteen (14) days of execution by all the parties. C. Enforcement. Either party may file an action for specific performance and/or injunctive relief in the Circuit Court in and for Palm Beach County, Florida, in order to enforce the terms of this Agreement. The Town shall not be required to show irreparable harm in order to enforce the terms of this Agreement through injunctive relief. In addition, in the event of a breach of the terms of Sections 1, 3 or 4 (I) or (J) of this Agreement, the School shall pay to the Town a penalty of $500.00 per day of each day that said breach occurs. D. Binding effect. This Agreement shall be binding on the successors in interest to the School and the Town. Provided, however, in the event the School does not construct the multipurpose fieldhouse or the renovation or expand any buildings pursuant to Paragraph 3 above, and in accordance with the time constraints of Paragraph 4(H) below, then this Agreement shall be deemed null and void and of no further force and effect. In such event the School shall continue to be a nonconforming use under the Towns zoning code, subject to all of the provisions contained herein. Additionally, in the event the School makes no Site in or construction of any type on the premises prior to January 11 1998, the School may request a termination of this Agreement and the Town agrees to join in the execution of a recordable document evidencing said termination. E. Litigation. In the event of any litigation arising hereunder, jurisdiction and venue shall be County, Florida, and the previn Palm Beach ailing party shall be entitled to recover reasonable attorneys' fees and costs, including those fees and costs in appellate proceedings. F. Complete Agreement. There are no representations, agreements, arrangements or understandings, oral or written, between the parties relating to the subject matter Agreement which are not fulof this ly expressed in this Agreement. This Agreement cannot be changed or terminated orally or in any manner other than by a written agreement executed by both parties. The above notwithstanding, modifications to the construction or plans referenced in Exhibits B through G, inclusive, of this Agreement may be authorized by the Town, by and through the approval of its Town Manager, without the said Bmodifsity icationslarethinot otherw see ontraded however, that terms of this Agreement. r1' to any of the G. Effective Date. Agreement shall be the last date on which the date of this this Agreement. parties execute Page 4 ORS 831 2 As 634 H. Building Permit. The parties agree that the School shall have until January 1, 1998 to apply for a building permit for all those Site Improvements shown in Exhibits B - I, inclusive. In the event the School has not filed its application with the Town by that date, then this Agreement shall be of no further force and effect. Provided however, the School may construct the fieldhouse and renovate the auditorium, subject to the terms of this Agreement, if an application is made for a building permit by January 1, 2000 to construct the fieldhouse and/or renovate the auditorium, if application for the building permit for the Site Improvements has been sought by January 1, 1998 and said improvements have been completed by January 1, 1999. If the School has not made application by January 1, 2000 for a building permit to construct the fieldhouse and/or renovate the auditorium, then the site plan approval granted by the Town, for the fieldhouse and auditorium shall expire. I. Landscaping Specifications. The School agrees that all existing and proposed landscaping will be maintained in a condition and size equal to or exceeding the specifications indicated on Exhibit I. J. Use of Houses of the Premises. The one (1) story wood residence adjacent to Oleander Way shall be used as a faculty residence or as an office. The remaining two one (1) story structures shall be used only as residences for faculty, employees and their guests. The School agrees to maintain the residential appearance of these structures. Page 5 ORB 8311 Pe 6,35 IN WITNESS WHEREOF the parties have executed this Agreement the day and year first above written. THE TOWN OF GULF STREAM, FLORIDA: /j/ / s Hy:- G G - William F. Koch, Jr., Mayo (SEAL) At est: Rita Taylor, To Clerk GULF STREAM SCHOOL FOUNDATION, INC.: (SEAL) By��� i Susan A. Ridgle,' P sident STATE OF FLORIDA ) COUNTY OF PALM BEACH ) The foregoing instrument was acknowledged before me this 4L� day of -- A,Q- , 1994, by William F. Koch, Jr., as Mayor of the Town of Gulf Stream, Florida, is personall has produced y known to -me or who as identification. Notary Public i ' Niulic. �a a ci :•I.^.t .�a / / / m o Commis_ioallo. �CSd2�95 hi� lJ i- arM1 MCamcus:io:c. TYPed name of Notary � > Hcu,k.t Thoor2 Fk Ndrry ...i:c.t Hacdia, Ca . 11111111111\Y11\\1\\1U11141)111N11\\1`.1:11):\?' f y-� My 'ummIssl9b Expires STATE OF FLORIDA ) COUNTY OF PALM BEACH 1 The foregoing instrument was acknowledged before me this ��^ day of , 1994, by Susan A. Rid le y, as President of the Gulf Stream School Foundation, Inc., who is ersonally known ° me or who has produced t identification. as lAIAJIIJN)!llAllJNl)lJll!)JJNN..... 17 Ntl#2Publ2iP�- -k LTayor N-1:6b S- T-Ca. �j./ �/L. ?'orn°��:yConunisaooEay01D221t98;' Typed Name of 7,t� � Haadcd 7Mo.E6 Fla Nwuy S.nia A 8xdiu; Co. ' ATt+tary f Nlll1\1\11YA1)\11.........\11111111\1\11111�11' My Commissi Expires Page 6 0 ORB 8311 Pe 636 'Y rIM rlYA^!N K `4 i ,�y♦ � j; .•,,., it �.. I !a TI XI 1. .++:.....� � , ,r.r YT • 4i yM 1 +.� t ,mow. ' irk Y— 1 / / Y i ll.i •r,r I �' 1 40 R V r r•� �•!�Y•rer « 0 N, it /ii,✓i ��y N �. ..'.'� d .• n: / v Z4I.t/D rrd✓Er'e�3ss 0'11191, t11TE1 & 0'111EA, 110. 11 0141"t 1 & {111110 1"M Wo ►LAX11fllf ..o .."to I. I. tootootIol 1.Io. ,wl.. t ,A a fi' ✓ BDUNOA/PY A T0,CV,9 Ao111r Sv.PVE�' ��� � /nAW rlS✓tr /!.YEAH. IfI(,N KACN N✓NJK/YM/OrI. ORB 8311 P9 637 O 0-r!r//,^ r(/I�•dA✓//O AI/Y t///IIIf s_ GULF S!.PEAM .. .PdAO_ i - w ' S'• eFvrLu✓i r�.r�.w/Rr,wr -Y.f • .vit//wra/ . r � � •rr.,e •. nrrrirr qe � • rrlfRs«vrtwar • cisrr/v uvr e j; S • y \ Crraecsnriwww It '•+�� rN r r� i � fV � �j r ear 4' $ •. � � •� � ! ^ ..cw... r'� �/aR'I�s ,'tip fN• r, ' V It, .ff fir ,If fir''• , i 14 er...n?r •r �_ •f ... ... -• r r.�Mrf.rrra am I rwwrf.. ff, '� ORB 8311 P9 .4-ra i.0 nuuvc unnu� bt-ILLuvinK I I ;HF PER PALM BEACH COUNTY UNIFIED LAND �-► — TRAFFIC FLOW ARROWS DEVELOPMENT CODE (,TUNE 1992). SITE '�_AN HANDICAPPED SPA PER SPILLOVER LIGHT ON To RESIDENTIAL PROPERTY —» — NEW 6.0' H. FENCE SHALL NOT EXCEED THREE—TFMNS (0.3) OF ONE FOOTCANOLE WHEN SCALE; 1* . 30.0' ACCESSIBILM REOWREMEW FLORIDA BOARD OF BUILDING CC STANDARDS (JANUARY 1990) MEASURED Slit (6) FEET ABOVE GRADE AT THE RESIDENTIAL PROPERTY LINE RE TOTAL PARKING IN LOT AC 68 SPACES., .......... .... ..... ORB 8311 P9 639 s�E,e►a oAn - IM l° '••. EX►i113I-r 13 HII L m a%'�\\ i U l EXLSDNO I"1r. 1 U PLAYGROUND su. uvru•. ~1 z „i a n wvunrp�rn uant� i�u .• nel�•o n. (Y p 1 orNrnruuon.•• •. u• r arwrr info u•. "��II � Gl � .n.rnr•ar ¢wr Iawe lNri. r _ 1) r ur..arin. •u.0 .won. {� �`._J ru•lw um eu•a�'ule��iwirir¢ u�i.ora� [[ r~�`{{i, (Y(-�}�+•- 1[ ,...i � co 2 C O` OIIEY¢AE N Jo a. 1. .:. »;•' .....«». ' y.. »«« . «. » .. » » G I Id •. 1 1 03 a Wt Ddi! rp ow SPACE COUNT + az rX� .OUIREMENTS MANUAL 0 20 40 60 BO 100 120 t UILDING CODES AND m raterF IBBO) � REQUIRED NUMBER OF ACCESSIBLE SPACES GRAPHIC SCALE.."""' 1 ER TOWN OF GULF STREAM p .in Human 2 En.e PER TOWN OF GULF STREAM a,A93 - 14ND. DATE DESCRIP710N Qt ORB 8311 Pe 640 LEGEND — DENOTES ASPHALT TO BE DEMOLISHED ® — DENOTES STRUCTURES TO BE REMOVED 7.52'.s-- _ _ c9LF sl ua.� u evrwc arunw c.sc �.wowc uwc ec n.�oucu uo t� aoa swu .c eciontm �o . cwnns sow r\ v L R01 ,4D- R 551. 75' DEMOLITION PLAN SCALE: V � 30.0' 1` ORB 83 1 1 P9 641 F 5 EAAI ROAD L_iC1 EILyILr G Nd Lf _ .o�c n r w Mf.. b dWR . WA iaY pOrpu� fff ua rt�..wo .yi � 1\ c YaEEY .Wuq.�nw �l C �Y4rf WO.DI[i EXISTING PLAYGROUND I� li w w Q45�� [mi, 01wuE10 uougp ST31EW p &IKL H AW.EIONCO t utuo m f� O `� J N a v o n n z I - 0 t z �JO �0( �II0( O�O�On Ft 0 F m J ( L ar00 iF }}}} z 0a1( 0. ,.. r t _ �+a A E+0 n ~116.4001 ' mrJ 0 A r4m 0 ►H+ 0 20 40 60 BO 100 az 120 ► E GRAPHIC SCALE " OUW ft"J..M. 4RIE/1/. P6R TOWN pF OULF BT RL:AM OI[O®R�,E,E E.1t+f/Iry 0.11. II.EJ'. JOE tEA�E71 DESCRIPTION BY APPO �� MJWlU IIN. ORB 83 P9 642 7.52. GtJL '1se.i2-` w��' .u. 142.95- N f .a. a Ow Na NQ N i ClitpEL O.B.S. Mv'ir j L ONE R p OSEO HELD NouSE -S. STA T E O ID -�- /�/� — DENOTES NEW 1" THICK ASPHALT Rca 5py1'75 G c 5 -- 06�1.J6^ PAVING PLAN SCALE: Y - 3oz GULF STREAM ROAD _ i fifi.74 ORB 8311 Ps 643 •. • .. 1 6, t a U g r u I Z. 2 0 i r Do0 0 Fa rmJ�a ° Z 0 t° a�Fja Ij ] y0a i I 1I it Or0n0 N Um 0 � "- �a Q 0mly. c Z 0 20 40 60 kw.� 80 100 120 p" GRAPHIC SCALE PER TOWN OF GULF STREAM na °uwcx PER TOWN OF GULF STREAM a". ■�.r. "° 0 DRAINAGE FLOW ARROWS - EXISTING ELEVATIONS +00- 1 - NEW ELEVATIONS - NEW BERM ELEV.= 7.0 ORB 8311 P9 644 DRAINAGE PLAN I'36. - SCALE; I ]0.0' NOTE: ALL EXFILTRATION TRENCHES SHALL BE 8.0' WIDE. SWAT F sEcT,oN A NOT 10 sc4[ SAC! ORB 8311 Pe 645 j-1@6.74 ' nary 6LE SECTION a >< JA I Bj -r e EXMnNG PLAYGROUND i.'I ... . . ...... . ....... . o F zo 0( ONO ) a o ;,oq I-ocl OaIh< r A Z 0 20 40 60 80 100 120 GRAPHIC SCALE A 1 anru PER TOWN OF GULF STREAM 2 Joe wimm PER TOWN OF GULF STREAM 93 - 14E NO. OATEI DESCR[PnON iiT -MAWN V�l ORB 8311 P9 646 � 1 • 1 \�` nib 'r.Gn�•� JtR ]b Ywl • C 4wlC wW 1lYtt{pl A-1-I LEGEND„ —� — -- — — WATER MAIN — SANITARY FORCE MAIN —t— — — GRAVITY SANITARY LINE �— — POWER LINE, TELEPHONE LINE & CABLE T.V. LINE O — BACTERIOLOGICAL SAMPLING POINT O — PRESSURE TEST POINT �LD't • YM 1 R / A r� M L4r tilt trtSi. HVEtItr11 • 1P ran rMLLATON Or tCgC[ YN Mi'f/if Of f.WCM[1t1 St�lf, tarn fiat. s+s KMaT t OTE: ALL NEW 6" DJ.P SHALL BE C a 06 p 536�. _WATER & SANITARY SEWER DISTRIBUTION SYSTEM PLAN SCALE: I- m 30.0' - i! - �- NOTE: LOCATION do ')EP—'i OF JACK AND BORE SHALL DETERMINED BY L.^.G. PRIOR TO CONSTRUCTION NOTE: POTABLE VI'r,'_R FOR NEW ADDITION SHALL BE PROVIDED FROM EXISTING CLASSROOM FACILITY. ORB 8311 Pq 647 t-KIl-d181'T F JLF STREAM OAD i f 1 ^-.r �e,, a e11,1Oh wET /AP uaw RRO tIrw SL M a -� Eourr �IAMR�C 1 1 Inv =1 1 ,rw S WE VAVE iM t MEW" A0 IIEO'0 �` - • y �L •••- - .'ME UAM SEE WA& JO kIwAEE. .. MEMO mwMa= E1O0RQAVOIwD wOUSSMT.0i � r pmpE. msa Hm w ��os �nou.eaE c d r .av .� EooEoo' 1 E MSTND 11 G ` PLAYDRDUND I� 1 %MY.rn IrH wl..r unw a �,e 1 am s.m� ma+.aen avu C� / - u'.n cclorcic.l ravl w L'L. .' HM1 rw n m M.MHE — J MCPIh kp(r IWIWHO fN Irt11 ` LIt14H 4RR1L / A r Mom ` y SH&L K AW OOMO r REMOVE➢ lz - L BE CLASS 52. o 0 ^ _ 7 ° I 0 F 2 <�0 °pi W Z ILI0D< q 6 NOTE: MAINTAIN A MIN. 36" r S C y COVER ON WATER MAIN. r rrOtl NOTE: 48 HOURS BEFORE DIGGING F i p jZ p r u F Y Z m 1 CALL TOLL FREE 1-800-432-4770 <�0 <j l_ U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER TO LOCATE w i f e o D o 0 0 p EXISTING LINES. n E i i F °o < c _ (} „ • o �j 0 20 40 60 BD 100 120 J �+ •�•+ � El.rEa. i SHALL BE GRAPHIC SCALE uuw- Rn.w. .-m Ei O°�m En .Ei uII: E/IIM ION 1 vin� PER TOWN OF GULF STREAM aa. R.E E. BE 2 ancn PER TOWN OF GULF STREAM M.R. a.Es- 3 145 83 - i45 NO OAiE DESCRIPTIDII BY APPD 5 nR R'Y. k. ORB 8311 Ps 648 e�.ei am n.u�. ro ae a rn.n ./ •aw Im renown LEGEND LOCANON OF TRAFFIC CONTROL ATTENOENTS FOR EVENTS W/ MORE TNAN 200 PARRCIPANTS rim. mocis SOCCER FM OVERFLOW PARKING � YOM�.pRIMIpYIn R 5�41.�5• d 06015•j61. TRAFFIC CONTROL PLAN SCALE V n JO.O• ORE 8311 Pe 649 EXHIBIT {� Wf M n�iM i wi[MM�i 1 iw rnsw� � 4,11 ,•1 �_. . i aver i U MIMING PLAYGROUND 1�1 Z •�C1'y� I7 C U O 44 Vr ` � CCER HELD LOT PARKING . 115 SPACES 14 ell 0 I I I Q0� �p Z 6Ip<D C ° am mrn r.r.a F o°is FL a F (l C I a J erOr f C 2rp�� 16.40' We p c ai L d 51 40 60 80 100 120 a. E I GRAPHIC SCALE Ag PEA TOWN OP plJlP e+.r �rnwan.n. Ym�nn. �€d aTRH^M 6n r.L1. ern®n'�'r'�• YIQ!/iM sb ca MAOM DESCRIP ADN BY APPp� Is, ORB 8311 Ps 650 'n'R I Alrya oTano� J an o I ' n a ,sp ORB 8311 Pe 651 n Y ORB 8311 Pe 652 p L—.e. — IHII I'il()II f.NUN •HI) NIIUf.A 111W NIIIIti � �• .w."Ne uen lu N Nlnru Iw�q.r u �• .�a•w . uN v..l u.ya 'iM�.y.wl .M��.�IW. 1 I.rr. �u �n..,n Mwr �• rr wwr.lra aw u r pwr,IM en.a.r a.l.a.� e..w..0 I..r a. • ul ORB 8311 Ps 6,53 FXA I-L �7— -):7. A. GRAN/ THORHSROUGH AND ASSOCIATES I' wra :w�'rii iris SCALE: r . ao• rrn rnrrr r•• rr..�. PROPOSED FIELD HOUSE GULFSTREAM SCHOOL ,.war EXISTING VEGETATION AND TREE RELOCATION PLAN r IiiH ^eurw L.. Cn tirt -1114 wn ORB 8311 Ps 654 n 7r�Y h ORB 8311 P9 655 A. GRAM'. THORHBpOUOI AND ABSOCIATEF - Irrrr Yrry� r Ir Iv..Y C` I 4w yr+.�il �iY`Ii Wn {f►•IY •u twam SCALE: PLANT LIST Mary 1{µ1{V{g14TNX FAuq w . �...r.1.•sar.t+w w- n Yw•�p M••rtYl.wr.r vlur.sra.r�.r•r....•ti.ra wrwrr. illy[! Nrrrw.,.rM1rwr{ r.t yrr r rW •rrrr YMYq. y,pypfy. a N Yfyy.y Y�AMIy ��ryry yrr•IrrP►rYq �rr•p M Y{ I.rr.•� M rY IrrK� �� Y H 11{ •Y�s1 �,: 4Y.Y.rrrrw.rra.rrr..Y Y Y y.�►� Y Y yr.r �.YV O.M 4r. I�MrMu Y�y M rKr w.Iv. N Ii.1.a•Ylrriw �I.-. _... ..... r rq , Y.rrrry�Nr O , •rrrprlr r10 ! ►rrrbsn► l�'.� ... J �f ym 1 Yrrdtr•Yw YY , rrYr.. Y To YYfp (wil,oYo N�w,��-I�+wrawnwmYnmin e.Ym• �.. s•+rr�..rrr.r 1. r rr. r ,rwlr. Y«•Yrlr rr.•r ► rr ►r..•.rrr„r Yr�1 r��"r r.rr wrvl..rw vw 1a — 1 V !►tuna �norly PROPOBED ►^w �.. w.r:".r,r„r+ �n:..�: {:�.ti ::..:n FIELD HOUSE .►r1.,�:^�`r�wr`�rr��_ M; OULFSTREAN SCHOOL 6r., �.r,.+t rr Mwl►r �!-����rr�rI1MY 1Ot\ ►rrr Mr�r �..Y.w.r�.L 1wr,►rrrwr . r fIINI.r Y.�wY.r4rTl Wr r,rirl.rrY. rrra� rrrr. ►rrr�Iwrrl ^ �� M w•rrY trrrnrr.M �~ a+rr•.. Ir.r.r.• .... •r.rr..wr►.r•.r. r..r::....'rrrl�.r.r�.r PROPOSED _ �� �� r.r.r��.: rr:•r LANDSCAPE PLAN r r►N�►•r{.rlr �i.r,r.r �r wYrwrr 1Rly r.w wltiA rrrrrrl.w1`I..rriY rrlf Mf.r wrlr.r.rr�r mow. 1{Yp Mrr�r•rr.rr4 — 1wA Y2 ��rrwr.r rr�rr.rrrr Yt •••M rr.rf •r Y •rY�rr rr Irr. r r..rr r r r Yr �..rf rY,.rtir.lrrtlrbr.r rrrw fr.�r.rrS rrrrr I-1.•1 yY MrMrrlrr.�r.wr�r.r�rr.r MY ryrrlr rr� �r•r.rrrr lYwrrr•••rr...,rrr..rrr `•r •r rrr{rr+rr• �rMA � H• rrr ti��rr�.w....r...Mwr+ri• r.•}�rrrr.r r�.rrrrrrrr .wrrr..rrMM Z ORB 8311 Ps 656 F-`JvrLW-L LAYOUT & SETBACK PLAN SCALE: 1` - 30.0' ORB 8311 Pe 657 DOROTHY H WILKEN CLERK OF THE COURT — PB COUNTY9 FL - - I No ip•Tt EXHIBIT J EXISnNI3ilr., y J\YGYGNOUGl1ND l� rl war.. •m •, 2�^ w`Ni r`w...a�.i ia•++ +. ivai.a . 1 \.7 4 11 l r"1 .- _ �r r�k�NwitN: r�H4i Ya�t ru _ 4•� ••• t . �Q wr.+r rr..•ar rW. 1••awLe Ln � waa•rr W to � m4 NNIN l.ra .. u..•. - 4.•N r. fa. p T z 1 Y4•� Mltar rlwa rlrr ✓✓.14r . r,.W N• h ...... rNu4r r.rr n.•. YLL4r 'r.• .�. r.r w .>•.•au.. rr•a ~WU 0 h Z 0 rus uuuw.l r.•r.r. r.• rw 4r•. ra sr u.r« •�. ta.r"" (J p0h ail<( 00 O I ra y`r10 hmJ(` it Om p�Ih( Z p m m < pl J �� Ihheo II m E40 o r O; a �7 p 0 20 40 60 80 100120 Q" H GRAPHIC SALE PER TOWN OF GULF STREAM ~r oaq"'r c•n PER TOWN OF GULF STREAM o.q. •.cs oaaw �n.c.f. c•n 93'�p mF Sfnm nnl� qFr -- - US 91[{71g1uNF 0 z Z� Q J W O0 J Q W m 2m tl N Z 2 i a J J J 3 am TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH 1 1 z' i pz I March 13, 2002 Barbara F. Crocker, President Board of Trustees Gulf Stream School 3600 Gulf Stream Road Gulf Stream, Florida 33483-7499 Dear Mrs. Crocker: 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 March 8, 2002, a 12 month extension of the approval for certain improvements to the Gulf Stream School, File #001-2, was granted. This approval, with the 12 month extension, shall expire on March 9, 2003 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, Rita L. Taylor Town Clerk cc: Mark Marsh inn Or. r)-.., n,„... rl,..__... r..._,_. -n.nn TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 001-02 Owner: Gulf Stream School Address: 3600 GS Road Agent: Mark Marsh, Architect Proposed Improvement: Two Story additions totaling 6,236 S.F. (net increase of 5,917 S.F.) to be placed over the center portion of the existing classroom complex, with a height not to exceed 30'. Approvals Requested: (a) Amendment to developers agreement in order to delete the following language: "for each square foot of Building Area ...that is added, the school removes one square foot of either building area or covered walkway and covered open structure area" and (b) Site Plan/Architectural Approval for first and second story additions totaling 6,236 S.F. (net increase of 5,917 S.F.) Variances: (c) Variance to expand a school without corresponding demolition or replacement of existing structures (Sec. 70-50) Gross Lot size: 239,995 S.F. Effective Lot Area: 239,995 S.F. Proposed Total Floor Area: 58,824 S.F. F.A.R.:.25 Zoning District: RS-C (Core) Proposed Height: 30' maximum Finished Floor Elevation 7.97 NGVD existing' Proposed Architectural Style: G.S. Bermuda Adjacent Residences: Bermuda, one-story -adjacent and across the street Issues Considered During Review: 1. Developers agreement restrictions 2. Variance criteria 3. Impacts on surrounding residential areas Recommendation: If the Board finds that the 8 mandatory variance criteria are met and the proposed additions are approved, the following conditions are recommended for the site plan approval (three separate motions to recommend approval or denial are required, one for each of the approvals requested). 1. The student enrollment shall be permanently capped at 250, as limited by the existing developers agreement. 2. No additional after-hours functions shall be held at the School other than those allowed by the existing developers agreement. 3. The private school campus shall not be expanded onto existing single-family lots, as dictated by RS-C zoning district use regulations. 4. The school shall submit an updated long-range master plan to the Town prior to building permit. 5. A Construction Traffic Management Plan shall be submitted prior to the issuance of a building permit application. This plan shall be reviewed and Approved by the Town Manager and followed during construction. 6. The hedge along Gulf Stream Road shall be supplemented with additional plants to fill in existing gaps, replace dead or dying materials, and create a denser hedgerow. 7. The drainage plan submitted with the application shall be followed. 8. The School shall reimburse the Town for all advertising and Town legal fees associated with this application. ARPB # 001- 02, Page 1 9. The school is respectfully requested to dedicate a 9' utility easement across the entire frontage of A1A, to be used exclusively for future under -grounding of power, phone and utility lines. (A long-term Town goal) Background: A chronology of school construction during the past 50 years and related Town regulations is attached. Over the last two decades, the school's facilities and curriculum have evolved to keep pace with educational standards and parental expectations, while the absolute enrollment has remained capped at 250 students. Both the school and the Town have put forth great effort to ensure that the school can maintain high educational standards and respond to student needs with out inappropriately impacting the surrounding single-family homes. Particularly with the site improvements conducted in 1997 (drainage, landscaping, sewer connection, new parking layout, relocated basketball area), the school has endeavored to be a better neighbor. Additionally, the headmistress and school president have made themselves available to Town officials and have immediately addressed any request from the Town. For example, last year the school participated in a 50% cost share drainage improvement project, when requested by the Town. The school has made a cominitinent that additions will not increase enrollment or traffic impacts. However, the mutual efforts to be compatible neighbors must continue. The conditions recommended above should assist in this regard. ARPB Date(s): February 22, 2001 Action(s): Variance -Recommend approval subject to 9 conditions (5-0). Level 3 Architectural/Site Plan Review- Recommend approval subject to same conditions (5-0). Amendment to Existing Developers Agreement: Recommend that the Developers Agreement remain intact, thereby denying the amendment with the understanding that the only revision to same would be for the specific improvements granted by this variance and architectural/site plan review (5-0). TC Date: March 9, 2001 Action: Approved Site Plan/Architectural Approval for first and second story additions totaling 6,236 ST, (net increase of 5,917 S.F.) Approved Variance to expand a school without corresponding demolition or replacement of existing structures (Sec. 70-50) Developer Agreement amendment not approved TC Date: April 6, 2001 Action: Amendment to Developers Agreement approved with revisions addressing payment for extraordinary services (5-0) Attachments: 1) School Construction Chronology 2) Section 70-50 of the GS Code 3) Existing Developers Agreement ARPB # 001- 02, Page 2 BOARD Of TRusTEEs 2000-2001 Mrs. Thomas Crocker President Mr. Christopher K. Malfitano Vice President Dr. Madeleine DuPree Secretary Mrs. Ronald C. Backer Treasurer Miss Anne G. Gibb Headmistress Mrs. Elizabeth C. Armour Mr. Michael Botos Mrs. James R. Byrne Mr. John T. Connelly, Jr. Mrs. Fred B. Devitt, Jr. Dr. Heather Frazer Mr. Nicholas H. Hagoort, Jr. Mr. Rod Kehl Mr. William Kuntz Mr. Thomas P. Losee, Jr. Mr. Ronald A. Lusk '76 Mr. Francis Carpenter Emeritus January 16, 2001 Dear Gulf Stream Neighbors: As you may have read in the newspaper last month, Gulf Stream School is considering how best to provide our students with enhanced space in which to study the Fine Arts. We are planning also for several classrooms to accommodate smaller sections of certain classes. We have no plans to increase the student body. We are designing our plans in accordance with the Developer's Agreement entered into with the Town of Gulf Stream in 1994. And we are taking great care to ensure that the understated charm and beauty of our campus remain to benefit not only those of us working and studying here, but also those who live in this very special community. We want to keep you fully informed about our plans, to share very attractive and appropriate design concepts, and address any questions and concerns you may have before we begin this undertaking. To these ends, we hope you will be able to attend one of two community open houses scheduled for Wednesday evening, January 31, from 5:00 to 7:00 p.m., and Friday morning, February 2, from 9:30 to 11:00 a.m. Members of our Board of Trustees will be on hand to speak with you personally, as will our architects, Digby Bridges and Mark Marsh. We look forward to presenting our plans to you, and I welcome your calls or visits at any time. With warmest wishes, Sincerely, C, G, `,6 Anne G. Gibb Headmistress R.s.v.p. by January 29 for January 31 by January 31 for February 2 GULF STREAM SCHOOL • 3600 GULF STREAM ROAD • GULF STREAM, FLORIDA 33483-7499 (561)276-5225 • FAx (561) 276-7115 PREPARED BY/RECORD AND RETURN TO: JOHN C. RANDOLPH, Esquire Jones, Foster, Johnston & Stubbs, P.A. Post Office Box 3475 West Palm Beach, Florida 33402-3475 Apr-1--'201 04:2501 01 O? 'B 1 2458 Pg 1 563 IliltNINIIIII it1N11IB11ill11IIIitHIUIl11!1IIltl AMENDMENT TO DEVELOPER'S AGREEMENT THIS AGREEMENT is entered into on the date shown below between the TOWN OF GULF STREAM, FLORIDA, and GULF STREAM SCHOOL, INC., hereinafter referred to as "parties," WITNESSETH: WHEREAS, the parties hereto entered into a Developer's Agreement, dated June 10, 1994, and recorded in Official Record Book 8311, Page 630, public records of Palm Beach County, Florida; and WHEREAS, the parties wish to amend said Agreement to provide for the abolishment ofthe requirement that certain covered walkways be removed when certain construction is performed; and WHEREAS, it is in the best interests of the children of the Gulf Stream School that said walkways remain in place, despite the new construction that is planned at the School; and WHEREAS, the School agrees to continue to use the Premises as an independent day school in accordance with the accreditation requirements of the Florida Council of Independent Schools or similar accreditation entity and in accordance with the terms of this Agreement; and WHEREAS, the agreement that the maximum number of students, both seasonal and full- time, that may be enrolled in said school at one time shall not exceed two hundred fifty (250) students is affirmed. It is additionally affirmed that the Premises will not be used for any activity other than for School and community events involving the residents of the Town of Gulf Stream, Florida, the students attending the Gulf Stream School, and the families and friends of those students. The remainder of the Developer's Agreement is affirmed except to the extent of the amendments included herein• and WHEREAS the Gulf Stream School in recognition of the eetraordinary services provided it by the Town of Gulf Stream. voluntarily agrees to pay to the Town annually on October Ist of each year the sum of Ten Thousand Dollars ($10 000 00) as long as said extraordinary services continue to be provided by the Town. This contribution shall be tied to the terms of the Consumer Price Index and shall be subject to amendment upon approval of the School and the Town Commission. ORB 1 i24.58 Pn 1 56zr NOW, THEREFORE, in consideration of the foregoing and the mutual agreement of the parties, the Developer's Agreement is hereby amended as follows: l . Paragraph 3, Site Building Envelope, is deleted in its entirety and replaced with the following: "3A. Site Building Envelope. Exhibit J reflects broken lines around the proposed one (1) story fieldhouse, the existing one (1) story chapel and the existing educational facility (Envelope 1.) No buildings shall be erected or expanded outside of this Envelope. Site Building Envelope calculations for the existing building footprint area and for the total building footprint area (new construction included) are reflected for Envelope 1 on Exhibit J. In order to eliminate the need for the School to seek a variance from the Town each time construction (in addition to the fieldhouse and auditorium renovations) is desired in Envelope 1, the parties agree that a variance will not be necessary for such construction provided that ethe Total Building Area in Envelope 1 is not increased by more than 10,000 square feet over that on Exhibits B and J-atd The parties agree that the only variances from which School is given relief pursuant to this Agreement are those variances concerning: (a) setback or location] requirements; (b) the size of structures, and (c) the expansion of a nonconforming use or the addition of a building which does not replace or substitute an existing structure. Moreover, the School must comply with the architectural and site plan review processes and other requirements of the Town prevailing at the time of the expansion proposal. Additionally, Envelope 1 contains an inner envelope, identified as Envelope I (A) to depict a possible future second story area. It is agreed that Envelope 1(A) shall not utilize more than 6,000 square feet of the permitted 10,000 square feet for the second story. In the event a second story is added, it shall not be closer to any lot line than one -hundred twenty (120) feet. The parties agree that neither the fieldhouse and/or auditorium renovations shall be constructed, nor shall any other buildings be erected or expanded within the Envelope, unless all of those site improvements described in Exhibits B through G,. inclusive, and Exhibit I ("Site Improvements") of this Agreement are completed before or simultaneously with said construction. Provided, however, and notwithstanding anything contained in this Agreement to the contrary, the Town agrees that the School may add up to 400 square feet of the permitted 10,000 square feet prior to the construction of the Site Improvements without the requirement of one square foot removed per square foot added being enforced. Furthermore, nothing ORB I ,8 pg I565 in this Agreement shall preclude the erection of new buildings or additions within the Envelope prior to the construction or completion of the fieldhouse and/or auditorium renovations if the Site Improvements are completed before or simultaneously with said erections or additions. Finally, the parties agree that the Traffic Control Plan described in Exhibit G shall not go into effect until the Site Improvements are completed. 3B. years. Beginning October 1, 2004, this contribution shall be tied to the Consumer Price Index and shall be subject to amendment upon approval of the School and the T n uficIcaLLVI 51Juu oG CUM 11 D Under trig IO110WInQ tojMUla' "New Contribution" = $10.000.00 x Adjusted CPI Base CPI" 2. all other provisions of the Developers Agreement shall remain in full force and effect. 3. The parties Agree that this Amendment to Developer's Agreement shall be recorded in the public records ofPalm Beach County Florida, within fourteen days ofexecution by all parties ORB 12458 Pg 1566 IN WITNESS WHEREOF, 2001. 4the led and deliv red a of Print Name Witness ak.exP --"� J, Gc3�1P-d Print Name W ess Print Name LA-Il"' { Witness WEND a ZIEG a P-- Print Naihe STATE OF FLORIDA COUNTY OF PALM BEACH the parties have executed this Agreement this _ � day of WFTLF STREA , FLORIDB F. K h, r., Mayor Attest - By Rita Taylor; Town rk (TOWN SEAL) GULF STIj,EAM,,SCHOOL, . By I edt INC. IZ�Sfe�f (SEAL) The foregoing instrument was acknowledged before me this [ day of !S PC, 2001, by William F. Koch, Jr. and Rita Taylor, Mayor and Town Clerk, respectively, of the Town Gulf Stream, Florida, who are personally know to me or who have produced as identification. Notary Public ryION� ECHAYEZ My C a,��itin'r?x YS � .. ,. J' 1', SSION M CCl18U74 OF n°�4 �.���hEs:0a 111.fi113 i-e00.Jk0'a�:-, .vy Sorcwwe80°nOne Ca. ORB 124.56 Pg 1 Ss-7 DOROTHY H. WILH_EN, CLERH. PB COUNTY, EL STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrtu� te�nt "w`'as �ac�knowledged before me this � day of 2001, by �A�t�gytDc of Gulf Stream Schoo nc., who is personally know to me or who has produced _ as iden ' cation. No Public ;iw tq loant Posey MY COMMImoN f ccKuy Deets .? My 21, 2005 My Commission expires: •••� •,- eonoFflnaet TM FM W"NCE WC N:VCRU 3147-O i \GS School Amendment Red.wpd TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS LOAN IL ORTHWEIN. Mayor THOMAS M. STANLEY, Vice Mayor MURIELL ANDERSON W. GARRETT OERING ROBERT W. GANGER January 13, 2013 Gulf Stream School, Inc. 3600 Gulf Stream Road Gulf Stream, Florida 33483 Attn: Gregory E. Young Dear Mr. Young: Telephone (sei) x76.61 1 6 Fax (661) rs7-0186 Town Manager WILUAM H. THRASHER Town Clerk RITA L TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on January 11, 2013, your application to allow certain improvements to the Gulf Stream School was considered. The application included the following requests: VARIANCE #1 to allow an increase in total floor area that will exceed tthe 61,737 square feet allowed in the existing Developer's Agreement by 1,617 square feet. VARIANCE #2 to permit an increase of 1,765 square feet over the b�, 00 square feet permitted for the second floor area in the existing Developer's Agreement. DEMOLITION PERMIT to demolish the existing one story pavilion consisting of 1,681 square feet. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to replace and enlarge t e first floor pavilion and add three second floor classrooms, an interior corridor and an exterior covered walkway and stairs, a total of 4,875 square feet. The application was approved with the following conditions: 1. The student enrollment shall be permanently capped at 250, as limited by the existing developers agreement. A yearly certification of the enrollment shall be provided the Town. 2. No additional after-hours functions shall be held at the School other than those allowed by the existing developers agreement. 3. The private school campus shall not be expanded onto existing single-family lots, as dictated by RS-C and RS-0 zoning district use regulations. 100 SEA ROAD, GULF STREAM, FLORIDA 33483 r January 13, 2013 Gulf Stream School, Inc. Attn: Gregory E. Young Page 2 4. A Construction Traffic Management Plan shall be submitted prior to the issuance of a building permit application. This plan shall be reviewed and approved by the Police Chief. S. The School shall reimburse the Town for all advertising and Town legal fees associated with this application, not to exceed $5,000. 6. The School is respectfully requested to dedicate a 9' utility easement across the entire frontage of AlA, to be used exclusivel for future under -grounding of power, phone and utility lines. (A long-term Town goal) 7. The conditions and figures set forth in the application and motions recommending approval shall be incorporated into a Revised Developer's Agreement, The Town has expended $987.00 in legal fees and $1,104.24 for legal advertising in connection with this application. Please make your check payable to the Town of Gulf Stream in the total amount of $2,091.24. This approval shall expire on January 13, 2014 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, 7��:A Rita L. Taylor Town Clerk cc: Rene Tercilla, A1A TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 012-06 Owner: Gulf Stream School Address: 3600 GS Road Agent: Rene Tercilla, Tercilla Courtemanche Arch. Proposed Improvement: To replace and enlarge the first floor pavilion and add three second floor classrooms. Approvals Requested: Variances (1): To allow an increase in total floor area that will exceed the 61,737 SF allowed in the existing Developer's Agreement by 1,617 SF. Variance (2): To permit an increase of 11765 SF over the 6,000 SF permitted for the second floor area in the existing Developer's Agreement. Level 3 Architectural/Site Plan: To replace and enlarge the first floor pavilion and add three second floor classrooms, an interior corridor and an exterior covered walkway and stairs, a total of 4,875 SF. Gross Lot size: 239,995 S.F. Proposed Total Floor Area: 63,354 SY Zoning District: RS-C (Core) Finished Floor Elevation: Effective Lot Area: 239,995 S.F. Total Allowed: 61,737 SF Proposed Height: 30' maximum 7.97 NGVD existing' Proposed Architectural Style: G.S. Bermuda Adjacent Residences: Bermuda, one-story -adjacent and across the street Issues Considered During Review: 1. Developers agreement restrictions 2. Variance criteria 3. Impacts on surrounding residential areas 4. Impacts on services provided. Recommendation: If the Board finds that the 8 mandatory variance criteria are met and the proposed additions are approved, the following conditions are recommended for the site plan approval (three separate motions to recommend approval or denial are required, one for each of the approvals requested). 1. The student enrollment shall be permanently capped at 250, as limited by the existing developers agreement. A yearly certification of the enrollment shall be provided the Town. 2. No additional after-hours functions shall be held at the School other than those allowed by the existing developers agreement. 3. The private school campus shall not be expanded onto existing single-family lots, as dictated by RS-C and RS-0 zoning district use regulations. 4. A Construction Traffic Management Plan shall be submitted prior to the issuance of a building permit application. This plan shall be reviewed and approved by the Police Chief. 5. The School shall reimburse the Town for all advertising and Town legal fees associated with this application. ARP$ 12-16 December 27, 2023 Page 2 of 2 6. The school is respectfully requested to dedicate a 9' utility easement across the entire frontage of A1A, to be used exclusively for future under -grounding of power, phone and utility lines. (A long-term Town goal) ARPB Date: December 27, 2012 Action: Variance (1): Recommend approval as requested. (4-0) Action: Variance (2): Recommend approval as requested, (4-0) Action: Demolition; Recommend approval as requested. (4-0) Action: Level 3 Architectural/Site Plan Review: Recommend approval as requested with with the 6. conditions listed above and a provision added to #5 that the reimbursement for legal fees not exceed $5,000 plus the addition of a condition, number 7, that the conditions and figures set forth in the application and the motions recommending approval shall be incorporated into a Revised Developer's Agreement. (4-0) TC Date: January 11, 2012 Action: Variance (1): Approved as recommended. (5-0) Action: Variance (2): Approved as recommended. (5-0) Action: Demolition: Approved as recommended. (5-0) Action: Level 3 Architectural/Site Plan Review: Approved as recommended including all conditions recommended by ARPB. (5-0) PCL XL error Warning: IllegalMediaType 0111II1MIN I NIFI N111118 CFN 20130195956 OR BK 25988 PG 1520 RECORDED 04/30/2013 16.21:03 PREPARED BY/RECORD AND RETURN TO: Palo Beach County, Florida Sharon R. Bock, CLM d COMPTROLLER JOHN C. RANDOLPH, Esquire Pga 1520 - 1524; (5pga) Jones, Foster, Johnston & Stubbs, P.A. Post Office Box 3475 West Palm Beach, Florida 33402-3475 SECOND AMENDMENT TO DEVELOPER'S AGREEMENT THIS SECOND AMENDMENTI'O DEVELOPER'S AGREEMENT (the "Second Amendment") is entered into on this � day of April 2013, by and between the TOWN OF GULF STREAM, FLORIDA, a Florida municipality (the "Town"), and GULF STREAM SCHOOL, INC., a Florida corporation not -for -profit (the "School') (the Town and the School are collectively referred to herein as "parties"). WITNESSETH: WHEREAS, the parties hereto entered into a Developer's Agreement dated June 10, 1994 and recorded on June 20, 1994 in Official Records Book 8311, Page 630 of the Public Records of Palm Beach County, Florida, as amended and modified by that Amendment to Developer's Agreement dated April 9, 2001 and recorded on April 13, 2001 in Official Records Book 12458, Page 1563 of the Public Records of Palm Beach County (as amended, the "Agreement"). Capitalized terms used herein but not defined shall have the same meaning as set forth in the Agreement; and WHEREAS, in order to better provide for the needs of the students of the School the School filed with the Town on or about November 15, 2012 that Application for Development Approval (for Demolition Permit, Site Plan Review -Level III and Variance Review)(the "2012 Application") and requested that the Town approve the demolition of the existing one story pavilion that is presently located within Envelope IA and the construction within Envelope I of a new, two story pavilion/classroom building, covered walkway, stairs and related improvements (the "New Pavilion/Classroom Improvements'); and WHEREAS, subject to the conditions further described herein on January 11, 2013 the Town granted its approval to the 2012 Application; and WHEREAS, the parties wish to further amend the Agreement to provide for the matters herein addressed. NOW, THEREFORE , for and in consideration of Ten Dollars ($10.00) in hand paid, the foregoing and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by each of the parties, and based upon the mutual agreement of the parties, the Agreement is hereby amended and modified as follows: Recitals. The foregoing recitals are true and correct and are incorporated herein by reference. W ES TP A MM EAC W60313 8.1 2. Amendments. The parties hereby agree that the Agreement is amended as follows: a. The 2012 Application included the following requests, all of which have been approved by the Town: i. Request for issuance of a demolition permit to demolish the existing one story pavilion consisting of 1,681 square feet; ii. Request for Level 3 Architectural/Site Plan Review to permit construction of the New Pavilion/Classroom Building, consisting of a total of 4,875 square feet, within Envelope I A; iii. Request for variance to permit an increase to the total allowable floor area at the Premises, pursuant to the Agreement, of 61,737 square feet by 1,617 square feet — for a total allowable floor area at the Premises of 63,354 square feet; and iv. Request for variance to permit an increase to the total allowable second floor area within Envelope IA, pursuant to the Agreement, of 6,000 square feet by 1,765 square feet — for a total allowable second floor area within Envelope IA of 7,765 square feet. b. The 2012 Application was approved with the following additional conditions to those already established and ongoing pursuant to the Agreement, as modified by this Second Amendment: i. The School shall provide to the Town a yearly certification that enrollment at the School does not exceed the maximum student enrollment of two hundred fifty (250) students, as established in Section l (B) of the Developer's Agreement dated June 10, 1994; ii. The School's campus shall not be expanded further into existing single-family lots adjacent to the Premises and located in the Town's RS-C (Gulf Stream Core District) and RS-0 (Residential Single -Family — Ocean West) Districts. iii. The School shall submit a Construction Traffic Management Plan to the Town prior to tl+e Town's issuance of a building permit for construction of the New Pavilion/Classroom Improvements; iv. The School shall reimburse the Town for all advertising and Town legal fees associated with the 2012 Application, not to exceed $5,000.00; and v. As reasonably requested in the future by the Town, the School shall dedicate a non-exclusive 9' utility easement across the entire eastern frontage of the Premises at and along the right-of-way for State Highway A-] -A, subject to the following: (A) the Town's usage of such area shall be limited to location, placement and installation of and facilitation for under -ground lines and conduit for transmission of power, phone and other utilities, and (B) implementation of such usage by the Town shall not cause removal or relocation of existing landscaping or improvements, e.g., fences or gates, as presently located upon the Premises. -2- W ESTPALMB [AC N1663138.1 c. The remaining provisions of the Agreement shall remain unaltered. 3. Miscellaneous, a- The terms contained in this Second Amendment shall govern in the event of any conflict between the terms hereof and the terms contained in the Agreement. b. Except as herein modified, all of the terms and provisions of the Agreement shall remain in full force and effect. c. The parties agree that this Second Amendment shall be recorded in the Public Records of Palm Beach County, Florida, within fourteen (14) days of execution by all parties. d. This Second Amendment may not be amended or modified, nor shall any waiver of any provision hereof or thereof be effective, except by an instrument in writing executed by the parties. e. This Second Amendment shall be binding upon the parties and their respective legal representatives, successors and assigns. f. The provisions of this Second Amendment shall be construed in accordance with the laws of the State of Florida. g. This Second Amendment may be executed in any number of counterparts each of which shall be considered an original and one and the same document_ A facsimile copy of this Second Amendment and any signatures hereon shall be considered for all purposes as originals. (The balance of this page left blank intentionally. See next page for signatures.) -3- W L'STPALMSEACI11603138.1 IN WITNESS WHEREOF, the parties have executed this Second Amendment as of the day and date first set forth above. Signed, sealed and delivered TOWN OF GULF STREAM, FLORIDA, a in the presence of the following witnesses: Florida municipality z c2 By: Print Name" " s Jo Orthwem, Mayor nt Name- , �: .►, li Pcl Signed, sealed and delivered in the presence of the following witnesses: Attest: By: Rita Taylor, Town Cler c (TOWN SEAL) GULF STREAM SCHOOL, INC., a Florida corporation not -for -profit By: ���nnn Print N e: ?E� PwN rGoy*M gor oung, Ksiddt (SEAL) • '� � Print Name: U ��Ulkln W BSTPALMnEACFU60313A. I Second Amendment to Developers Agreement —Signature page STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this -Vzday of April, 2013, by Joan Orthwein and Rita Taylor, respectively, Mayor and Town Clerk of the Town of Gulf Stream, Florida, a Florida municipality, )d who are personally known to me or ❑ who have produced r as identification. (Please affix notarial seal) pr" , !cELLY L AYERY 77 NY CO:O1Q8ilO81IIU01U QZ�� p�@p{L�4:Dsaler01.7015 ,.m�wnvn awnor..r�...o. STATE OF FLORIDA Notary PuWflc My Commission Expires: COUNTY OF PALM BEACH�..� The foregoing instrument was acknowledged before me this' J day of April, 2013, by Grygory E. Young, as President of Gulf Stream School, Inc., a Florida corporation not -for -profit, who is personally known to me or ❑ who has produced as identification. 1, (Please affix notarial seal) IL Notary Public My Commission Expires: EXPIRE& IAugi 0, 2016 BmG011eu lldsrPWYt lhduMrttri 1VESTPALAIBEACI V6031381 Second Amendment to Developers Agreement — Notadal page . Hello Trey, Greg, and Renee, In preparation for our meeting, I am sending you this short rationale for increasing Gulf Stream School's enrollment cap to 300 students. I covered the two areas that Trey referenced in his message, facilities and traffic, and I included our budgetary reasons for seeking a higher enrollment number. Please give this a read before we meet and I will be prepared to provide additional context and answer any questions. Gulf Stream School's current enrollment is 293. See the chart below for a 5-year enrollment breakdown: School Year Enrollment 2018-19 234 2019-20 226 2020-21 244 2021-22 274 2022-23 293 During the COVID pandemic, South Florida independent schools benefited from an influx of families relocating to the state, and in -state families seeking an alternative to public schools. Gulf Stream School was no exception. Schools also experienced a higher "yield" rate, families accepting a school's offer of admission. GSS's yield is typically high, but over the past two admissions cycles it has been as high as 94%. In March of 2022, Board President JD Dickenson and I met with Town Mayor Scott Morgan to inform him about the increasing demand for Gulf Stream School, and our growing enrollment. Our 3 Pre-K classrooms are all built within the State's mandatory guidelines of 20 square feet per child, and our other classrooms are built within the State's recommendations for space. We seek to enroll 3 sections of Pre-K and 2 sections in all other grades, K-8. See the model below for grade -level capacities: Homerooms No. of students PK3 14 PK4 16 PK4 16 K 16 K 16 1 16 1 16 2 15 2 15 3 15 3 15 4 15 4 15 5 15 5 15 6 15 6 15 7 15 7 15 8 15 8 15 CAPACITY 320 This is to say that we are comfortably accommodating 293 students within our current facility, and could easily accommodate 7 more students, reaching a total enrollment of 300. We do not have the need to erect additional buildings, however we do intend to make the most of the space that we have. Here are some projects we are considering: ® Convert the Pre-K courtyard into an outdoor classroom * Convert the space gained from removing the silt tanks into an outdoor learning/play area o Convert the Crocker Pavilion to a "cooking kitchen" in order to provide dining services ® Convert the Clough Chapel to a performing arts center All of these projects can be done within the current footprint of the campus and facilities. To meet the needs of a larger number of students, more faculty/staff were hired. This year, the School has 63 total employees. On campus, there are 94 parking spaces, easily accommodating our employees, with 31 spots left over. Adding 7 students will not command hiring additional personnel. In May, 2022, the School employed Simmons/White to evaluate our traffic patterns on campus and on Gulf Stream Road. As you know, we have split the morning drop-off to incorporate two traffic patterns. Vehicles with students in Grades 4-8 only enter at the Gulf Stream Road entrance and proceed east toward the Clough Chapel steps where they unload. Those vehicles exit through the A1A gate. Vehicles with any other combination of students enter at the Gulf Stream Road gate and proceed north, unloading along our curb, and exiting through the Gulf Stream Road exit gate. These patterns have resulted in a morning arrival that concludes before 8:15 and has relieved morning traffic back-up on Gulf Stream Road, to which the presiding GSPD officers can attest. We are using the same new traffic pattern for our heaviest dismissal times as well, 4:15 on Monday through Thursday, and 2:20 on Friday. Monday through Thursday the school day ends for children in grades PK-4 at 2:20. However, 70% of those children remain on campus for our After School Program, which ends at 4:15. Students in grades 5-8 are also dismissed at 4:15, which means we manage approximately 230 students at the 4:15 dismissal. However, we average 16 daily absentees, another 16 students are faculty children who are not in vehicles in our carline, approximately 20 students walk to and from school (or their parents walk them), and 14 students ride the bus. Once we factor in siblings who ride in the same vehicle and those who carpool, we are looking at a range of only 55-65 vehicles in the carline at 4:15 dismissal, Monday to Thursday. We now offer ASP on Fridays. About 50 students take part, who are picked up at 4:15, not at 2:20. Friday ASP participation, combined with the factors noted above, reduces the number of vehicles at Friday's 2:20 dismissal. While there are more vehicles in Friday's carline, it has not exceeded approximately 70 vehicles. Since the beginning of school, we have regularly timed our 4:15 and 2:20 dismissals, achieving a range between 10 to 18 minutes, start to finish. The GSPD can attest that it moves smoothly and efficiently. As you can see, there are a lot of layers to deducing exactly how many vehicles will be in the carline at a time. However, we feel that adding 7 students will not result in a material increase to the number of vehicles on campus or town roads. W. - Gulf Stream School has been stewarded well for many years by a Board that practices conservative budgeting and spending policies. While we are fortunate to have an outstanding endowment, our Board seeks to meet our budget through revenue, that comes in the form of tuition and fundraising. In the nearly three decades since the enrollment cap was last raised, a lot has changed in education. Technology, campus security, health, and social1emotional wellness are just some of the major areas in which the School has invested substantial funding. For example, in 1994, when the cap was established at 250, the School did not have a technology budget. This year's technology budget is over $300,000. We have hired and maintained a full-time armed security professional, have undergone a costly security audit for our campus, and re -invested in our gates, locks, cameras, windows, and doors. During the pandemic, we hired a full-time school nurse who has become indispensable to day-to-day operations and will remain a member of the faculty. We partner with The Social Institute (TSI) to deliver social/emotional programming on an online platform, monthly, and we will likely need to hire an additional mental health counselor dedicated to Grades 5-8. This is not to mention the rising cost of operations. For example, in 1994 the School paid $42,376 for campus insurance, this year the cost is $298,000. There is a nation-wide shortage of teachers. In order to hire and retain the best we have to offer compensation packages that are more and more attractive, to stay competitive in the market. For perspective, even at 293 students, we are projecting only a modest end -of -year budget surplus. Thank you for your time and your consideration of our proposal to increase the enrollment cap to 300 students. Maintaining a good relationship with the Town is of utmost importance to the School. We will always seek a supportive and symbiotic relationship with Gulf Stream and its residents. Best wishes, PROJECT SITE PROJECT TEAM CONTACT INFORMATION: OWNER GULF STREAM SCHOOL 3MO GULF STREAM ROAD GULF STREAM, FL 33483 C: KERYN EHGELHARD P- 561-2765225(MAIN) 661450.3028 (DIRECT) E: Wn9e0wrd@WIfsIM3msclmpl wg ARCHITECT CANDACITY, LLC N140 W17938 CEDAR LN. RICHFIELD, WI 53076 C: MELANIE SMYTHE P: 262-2475301 E: melanl9 smylhe@cand3aty%c mm CIVIL ENGINEER W11 PSM, LLC C: WILLIAM WRIGHT P. 772-53&l B58 E: mliam@xrighlp—I, EQUIPMENT SUPPLIER DENVER EQUIPMENT CO 5922 HARRIS TECHNOLOGY BLVD CHARLOTTE, NC 28269 LOCATION MAP - NTS C. 704 W-26aee°LE E: mp0ale@dec-cll.com AREA OF WORK: AERIALMAP- NTS w! DUMPSTERIBUSISCHOOL VEHICLE PARKING AREA Lii '� / CODE DATA: FLORIDA BUILDING CODE, TTH EDITION (2020) FLORIDA EXISTING BUILDING CODE, 7TH EDITION (2020) FLORDA PLUMBING CODE, 7TH EDITION (2020) FLORIDA MECHANICAL CODE, 7TH EDITION (2020) FLORIDA FUEL GAS CODE, 7TH EDITION (2020) FLORDA FIRE PREVENTION CODE, 7TH EDITION (2D20) 2017 NATIONAL ELECTRICAL CODE FLORIDA ACCESSIBILITY CODE. TIM EDITION (2020) PROJECT MUST COMPLY WITH ANY AND ALL OTHER STATE AND LOCAL CODES AND AMENDMENTS, OR CITY ORDINANCES. SHOULD ANY INFORMATION IN THESE DOCUMENTS BE DISCREPANT OF SUCH CODES ON THE SIDE OF LESS STRINGENCY, THEN THE CODES SHALL SUPERCEDE THESE DOCUMENTS USE GROUP - OCCUPANCY LOAD: TOTAL AREA OF WORK: 1,164 S.I. GROSS BUILDING AREA: 625 sf. GROUP S-2, LOW -HAZARD STORAGE ACCESSORY STORAGE STRUCTURE OCCUPANT LOAD: 300 GSFIO== 62SPOO= 3m x OCCUPANCY IS TRANSIENT, FOR ACCESS TO STORED ITEMS ONLY 1 EXIT PROVIDED CONSTRUCTION TYPE AND FIRE -RESISTANCE: TYPE V6, UNPROTECTED ALLOWED = 2-STORY, 40 fl, 13,500 sf PROVIDED = I -STORY, 10 R, 625 S( FIRE -RATINGS NOT REQUIRED SYMBOL LEGEND: ABBREVIATIONS: SYMBOL SYMBOL DESCRIPTION AB ANCHOR BOLT FD FLOOR DRAIN RA RETURN AIR AC ACOUSTICAL ACT ACOUSTICAL TILE AD'I ADJACENT FE FIRE EXTINGUISHER PIN FINIS(ED) FIL FLOOR RCP REF REH G REFLECTED CEILING PLAN REFERENCE REGISTER Q DOOR NUMBER AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMWUM FLUOR FLUORESCENT FP FIREPROOFING FRT FIRE RETARDANTTREATED REINF REQ REV FEINFORCE(D),(ING) REQUIRED REVISION(S), REVISED ROOM NAME AP ACCESS PANEL FT FOOTIFEET R14D ROUND APPROX APPROXIMATE APVO APPROVED ARCH ARCHITECT(URAQ FURR FURRED (ING) CA GAUGE GALV GALVAN17ED RO SC SD ROUGH OPENING SOLID CORE STORM DRAIN y4M� 1 j PARTRIDN TYPE BD BOARD GC GENERAL CONTRACTOR SF SOUAREFEET v 01K BLOCK BLKG BLOCKING GYP SO GYPSUM BOARD HC HOLLOWCORE IS SIM SHEET SIMILAR I�`J) REVISION CLOUD BTTM BOTTOM HM HOLLOW METAL SPECS SPECIFICATION(S) CEM CEMENT CHNL CHANNEL CJ CONSTRUCTION JOINT HORIZ HOR70NTAL HT HEIGHT HTR HEATER SS STO STD STAINLESS STEEL STORAGE STANDARD KEYNOTE O CL CENTERLINE CLG CEILING CLG HT CEILING HEIGHT HVAC HEATINGNEN ILATIOWAIR CON TONING HW HOT WATER STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED O GENERAL NOTE CLO CLOSET INT INTERIOR SYM SYMMETRY 0CAL) CUR CLEAR (ANCE) CMU CONCRETE MASONRY UNITS COL COLUMN INC) INCH JT JOINT KOHM KNOCK ON HOLLOW MTL SYS TIED TEL SYSTEM TO BE DETERMINED TELEPHONE q4�`v INTERIOR FINISH CONST CONSTRUCTION CONT CONTINUOUS COORDCOORDINATE CORR CORRIDOR CSWK CASEWORK CTR CENTER LL LANDLORD MAX MAXIMUM MECH MECHANIC (AL) MEZZ MEZZANINE MFR MANUFACTURER(R) MIN(') MNIMUM, MINUTE TS TYP UNO VCT VERT VEST TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VEST18UtE SECTION SYMBOL A CT CERAMIC TILE MISC MISCELLANEOUS VIF VERIFY IN FIELD Axx ELEVATION SYMBOL CW COLD WATER DET DETAIL DIA DIAMETER DIAG DIAGONAL MTL METAL N NORTH NIC NOT IN CONTRACT NO w#NUMEER WIO WA) WC WI WITHOUT WASHERIDRYER WATER CLOSET WITH X DETAILNUMBER XX SHEET WHERE DETAIL IS SHOWN Olf DIFFUSER DIM DIMENSION DISP DISPENSER ON DOWN NTS NOT TO SCALE OPP OPPOSITE OC ON CENTERS) OFCI OWNER FURNISHED WD WP WPT WE WOOD WATERPROOF(ING) WORKING POINT WEATHERSTRIPPING �I DETAIL REFERENCE DR DOOR CONTRACTOR INSTALLED VVTR WATER DWG DRAWING DWR DRAWER ELEC ELECTRICAL OFOI OWNER FURNISHED OWNER INSTALLED PAP POWDERACTUATED FASTENERS A, REVISION NUMBER REVISION ELEVATION EP ELECTRIC PANEL EQUIP EQUIPMENT PART PARTICLE PLAM PLASTIC LAMINATE PLSG PLUMBING AS ELEVATION BENCHMARK EWC ELECTRIC WATER COOLER PLYWD PLVWDOD - EXT EXTERIOR EXIST EXISTING PM PROJECTMANAGER PRFAB PREFABRICATED EXH EXHAUST PVC POLYVINYL CHLORIDE EXP JT EXPANSION JOINT PWD PLYWOOD OTR QUARTER SCOPE OF WORK: I DEFERRED SUBMITTALS: INSTALL A FREEZER COOLER STORAGE STRUCTURE IN SUPPORT OF ENHANCED FOOD SERVICE AT GULF STREAM AUTOMATIC SPRINKLER FIRESUPPRESSION SYSTEM MODIFICATONS, IF NEEDED (DESIGNIBUILD BY APPROPRIATE SUBCONTRACTOR. SHALL BE PROVIDED AS A SU&CONTRACT UNDER THE SCHOOL GENERAL CONTRACT, AND G.C. TO COORDINATE ALL WORK.) FIRE ALARM SYSTEM MODIFICATIONS, IF NEEDED (DESIGNIBUAD BYAPPRLIPRIATE SUBCONTRACTOR. SHALL BE PROVIDED AS A SUB -CONTRACT UNDER THE GENERAL CONTRACT AND G C. TO COORDINATE ALL WORK.) OTHER LIFESAFSTY DEVICES, IF NEEDED (DESONGUILD BY APPROPRIATE SUBCONTRACTOR SHALL BE PROVIDED AS A SUB -CONTRACT UNDER THE GENERAL CONTRACT, AND G C. TO COORDINATE ALL WORK ) FOOD SERVICE SUPPORT STRUCTURE GULF STREAM SCHOOL 3600 Gulf Strum Road ►, Rsc��� MA Gulf Stream, FL 33483 ED TOWN Of GULF STREAt4 SITE OATH TABLE GresxtAt Area ,•� ii12ACRES? EiR=6x LciAr4A 453 ACRES <t-fUSF P-D%AREA. �,-W.P-R96 fAA CaiceYitma �EXISTNG 0[Mq K6YI NCT T'Fborttxng c<�aa e+.r tr pwrnl ; i'Fltoww t+vhm bor CPrerN Aa a2=f How Goverca _ •vnMn+i T ®4 sosa+r Penesme An9e 0—F-1 Ana 42,734 SF 0* pwkk Q° 1625 SF pu Isoor Ana Pnp°re4 ______ ( 43.359 SF �n ppMMxx Gwefd3-itTx]� 41N A4araMe rNr AVe1a'11 x« 7—V. 96,31054 SF Tula ".mwpa Araa 61,629SF RlgxreOlaeipe Ne+a ! 96,040 B SF- °SNetTnLin4ira°ROpeP AraA 135,739 SF lO r 112023 Town Of Gulf Stream , TABLE OF CONTENTS: SUBMITTAL PACKAGES: SETSHEETk SHEETNAME 4111123 CIVIL 1 OF2 SURVEYOR'S CERTIFICATE X 2 OF SURVEY X ARCHITECTURAL _ G1.0 TITLE SHEET X 1-1.0 LANDSCAPE PLAN X - -. .. A1.0 SITE PLAN ..- _ - X .. .. Al ROOF PLAN. FC SHOP DRAWING, EXAMPLE PHOTOS X x All ELEVATIONSIRENDERINGS, AREA PHOTOGRAPHS X SUBMITTED FOR REFERENCE ONLY E2 FREEZER COOLER EQUIPMENT DRAWINGS X Architect: CarMacity, LLC rrcmrta.�x'bAiatm. r 36 �OAtn viw4 SmHae. umnm. ar 01016 NEP FryvKnr: !�: COPYRIGHT DISCLAIMER: ,d ARCHITECTURA REVIEW BOARD O N . j wo N N LL N O n �_ U) (7 m U) O LL za N4.a AeA,ID D—Ipllan D41 SHEETnTLL TITLE SHEET u-016 61 Y: C;1 1 � �� _ .'fir - �<;r• �x- �/;.. =-"'y'---- rt-, ..- F� .- 1• p f �. r , IP it �-- - ��' 7 `,�.:. .. • � '•"' i . � 1 � 1'., — ����.. ' fir. ..�, � • .t. �1. .._ .___ '—. ♦ � si ,:i� � i }_, S � '`" ` r` it-' �.`+'.'� �.,`M.. p, - • • . • • i � i 461 po �e • 1. 6 ♦ _� • w� , '-t <J �.. ii ! its �� �� ��• Y b•!� /[.,i� r �'~• ['�� �'�+� '�✓ �"t^y�.s._i''"..r"' j s IL s A, IS � 2- Proposal/Picture 1: i Plant full-grown, mature Clusia hedges around the unit on all 4 sides so that the unit is hiddenbehind the shrubs. Clusia produce a dense hedge of thick leaves and can grow easily 20-25 feet tall and 10-12 feet wide but be trimmed to our liking. Many, if not all of the homes in Gulf Stream have Clusia hedges surrounding their properties to provide privacy. This option would match existing landscaping on campus and in the Town. Photo below showing shrubbery in south utility corridor of campus. COSTS: Approximately: $5,250 for "instant" hedge 21 +/- plants at $250 for &J' start height. Actual plants needed TBD. Lot light is removed, and storm lines remains in place. amik S 1 ' S ftox-f— s..> ( b'�►' . LY•1 ! .dv31 r, ' ^',4i ` -�+ '- t-�,�8,14 ,> ••ti %t." �� ,�. t'af. �";rtw '$.. '�A �r-� •' �r+� il T i�.w l Y` • e .. � �(•.. :� .1�� :. ,► .i � �. ��,;1(�1 t;'. ,y�'� s!✓'s ��y,� � *_ram ,;, � r7 �.•�Cf'.'fv�'y � � - "-; " s.=.',�-- a • ,'�' �_ �; �„�`�'•• •��,'y� '�,` ;�,t{�f�,e .7. t... 1f•• :?�'�%' ��•..Or�y`"• r , �1" %� "f"�':�•1 >y�i ,+r+' �y lr:. f mot+ .•�., r. jr7c.i. sl�`�r. .a yy. too �`Yi iyi>yf'+� ! R_I,i• `+ s > '+i' Yet t �✓ v +�� a �' , vw diiCj+ :1. +Jr�1r \ Z 7 - � !'�j' :.�p r �r �> ;7 ,��'���.��"" _ t p 1 " a f"#^,.�-'v, �' -S`. ��'. T •,�t _ 4... .'' •t���, • ". ,f i�t �� �i A' ' � s � . ` �t _ �t,� # f; +" 4,� ly. �"`i� '�� t f KV • P'' �t . �'r •�% it 'rZ'. i! `%�' .. k • ; ! - +t u'j r 1 .., '1 !. 4• + r.,. f Ili' �. a .�ati`.d'.L- F �ik�='` ., � mot;, ' J' ,�-.� �r7; `,; ' y'�• �_Y i � l' '4'+�'���"�v'� �'� • r�' � . a.me�:Aw` r�.>i .�,•.r...,,ytrj_,:! 1`iof fir',, ,� t •Y^j:rr .�. ♦ i •�� '�Q+ � r 3: ?i... t �,�.;r .f ^Fx"`' . r ' }' s, w.-3�_ ham.. , ��' s'�v�r �:f � ✓ �„ f '��' 1 �, !'' Z' I t! ,�,,..; Ji J :r;, "�3 ..�"`� � j��' ,'v .� � +'1'rr' � - �;r �/t,:;"' v �, 2,; � d ' Sj �+ y�{ J', .,... i"C ''#,�.+✓i ,fi .R' L, t z:` �' 1�� �'�'•% '!,tv �' a/.{^4i Y (p"I 'L�-,t'f.' +�. y�'^ '�f�� ' �. �, .r_; ...;, - ''Y ��"��7.C�:. - r * '"� .:�:P � '+. �� s'4�11�'v��� , �,✓, r _.r tr'� � { . • � � �` � •I. ,t- > . - rw' °,f �/ V t`r � ^1 �! ,.w+iG ' 'f. ;- t� •l. ;� f a' j s i• '� � t.. �`� . r. r'. I• uC .;�y •t, ILI '`,�r, r �,,, �. if�f {` r •�• - �; �� � '�� � .t: � t1'-�y • � y<�. j� . v� ,�� / , `'f 1. „�`. ♦ '�., ,at. _ (.' "�_ r ip t; ` � . � f r � � .. to �• r ice,. t' \'a! . ''!. •'• 1' p r �. •.'� � . � .; i �� � • y ! `t h� .r. ;' ` > �yg,7:., >!♦ /.- L >~�L •,> �; Y.* s ..tf y ,° 3 �"t . + 31 � f� F'• ;r � �� .f' �.Y� r- k' - ";.. .3. t. � a1.. .} �.' {'• t r r y��� .a>, '` '' c +•' r`,l:' WJ Y.;rlr� * ! '1t/` K.'. s .� - rt+Y sr„vs �l . r, .p� . S r;,��'3!; . �,:, �/. i ! •! f '�` ak .y . +�'' t �, �—'_Alf r .�% �` •-� f ;y9; t�F;:. p . r � ""•j C`�, .�. J ZJ tC'{' K >' ®,. is t .: - a �. ,ems*r �t . > F�.,f,. AA f \\// tom• ' > 1 - �bv ,,,_C .? a , .i:. ,i+' , a , t+'. x fir' 7 %aLCearn o 5 \Nrt4 1SO 93 V`SP/ I938 it ': p 111 9 > A ti, ., r ; ` - � �•- ` _ �r=ifs -- . - � +, �� - �• � b _ fit,. 44,�d�'.�►' NX Rh �`t�: ''f 1 /' is ; r ',>)F, tli! fi �, `.,'� v+ r;.r•p��,� `f 6 ?.pr: f .lt 1•.i�%, .1+�_+ ! $. •P_4? ar"�. •'t'"t�- as '{ `! tom" �V- • �, �. � t t ;. i s :- � i k , t fit.,- a 1 +� , � `� .k , J, 4N ,\ Ai,.9 - 1.3 e.fL1n1w` � c• 1 w reatr1 S�\ rn 0 V O C'�~Tr'9 SOi V�tP� 1938 I[ Li 11- 11 11 0111, - I 7111E fX- Impatiens/Pentas groundcover, trumpet vines and coco plum hedges. Proposal/Picture 2 - Build an aluminum/steel fence -like screen wall around the cooler unit that will be white like the rest of the buildings on cam- pus and will look similar to the structure that encloses the trash dumpsters. It will be built to our specifications for this par- ticular project. It will enclose the unit on all 4 sides only leaving an opening to access and exit the unit. To the best extent possible, we will plant greenery/flowers around that fence to make it more "natural" looking. However, adding the fence de- creases the space we have to work with so the landscaping might be more limited. Alternate shown below with fence and simple ground cover. Steel and aluminum, painted. e � �.. i .+tom; •»�"'� `,, r Impatiens shown I � f • i F I , r, E COSTS: Range: $27,250 to $35,000 for painted aluminum and steel screen, engineered for hurricane code compliant. Not including extended slab around. Lot light removed, storm line remains. Alternate option: Aluminum fence, cost lower range above. f 1 pgp.W�& �`-•rASTiuf, tokp-r CAS OR- s z pcXMfWA- �31 Coco j M M-t&fk5 dll- PK.AIK5 Coco $-5 PARKING COUNTS NOTES BEFORE INSTALLATION 4 ISCHDOL VAN PARKING SPACES SPACES REMAIN t8 ISTAFF CAR PARKING FIVE SPACES REMOVED t DUMPSTER AREA AREA REMAINS 97 ITOTAL ON CAMPUS PARKING SPACES PER SURVEY SEALFND STRIPE PROJECT SCHEDULED FOR LATER IN 2023 B HCP SPACES SEAL AND STRIPE PROJECT SCHEDULED FOR LATER IN 2023 E ZONING CO DE DOES NOT STIPULATE PARKING RATIO FOR THIS TYPE OF USE. NOTES t POWEROI RECTED FROM MAIN SWITCHGEAR ROOM GCTOLOCATE ANY UTILITIES CURRENTLY IN THE DRIVEWAY FROM SOUTH PARKING LOT TO MAIN SWITCH GEAR WORK PRIOR TO TRENCHING 2 COORDINATE INSTALLATION OF STRUCTURE WITH EQUIPMENT INSTALLATIONCOMPANY CONFIRM LOCATION OF SLAB IN RELATION TO EXISTING LOCAL STORM DRAIN LINE PRIOR TO EXCAVATION 3 REFER TO LANDSCAPE PLAN FOR NOTES ON BACKFILUNG IN PLANTING AREA 4 CO ORDINATE ALL CONDENSING UNIT LOCATION AND PROVIDE CONCRETE PAD, CAN BE PRE -FABRICATED AT LANDSCAPE AREA 6 CONTRACTORTO INDICATE GATOR PARKING, SOUTH OF STRUCTURE WITH CONSTRUCTION LOCATION PAINT FOR OWNER TO COORDINATE WITH SEAL AND STRIPE CONTRACTOR 6 CONTRACTOR WILL ESTABLISH POSITIVE DRAINAGE AWAY FROM STRUCTURE. ITS SLAB, AND ANY NEW CURBING ASSOCIATED WITH TJEWORK ALL EXCAVATION AREA WILL BE PATCHED WITH NEW ASPHALT -- PAINTED ALUM LOUVERS FRAMED AND FASTENED TO STEEL POS-S. ENGINEERED TO HURRICANE CODE LEVELS OF RISK I & WIND SPEEDS REQUIRED. 4'-O. ELEVATIONS AROUND FREEZER COOLER STRUCTURE SCALE: 1/2" - fA" Ln I 22.0' 1 21 41N UN TO MAIN SWITCHGEAR ROOM 121N f SCHEF LINE RNEW ELECTP,iCAI SERVICE TO ACCESSCRv 121 N A AY`sSS I L-121 N PALM "--121 N P ALWICAT'-t�. -1121N PALM _ REYJAE 16N PALM PAINTED -- IREMOVE LOT LIGHT, INSTALL REPLACEMENT LIGHT ON CORNER OF SCREEN WALL 1Y-tom-----�'• 4•i t 1 T7 H i IL Li �c•GS�'ir EQUIPMENT PADS FOR FC LM1_F $TQRfA DRA_HY4Ct� ___ --- EXISTING CURB TO BE REMOVED FOR TO REMAIN LANDSCAPING -- CURB AT LANDSCAPED AREA AROUND WALL ( I 121N FIG - CONCRETE RAMP TO SLAB FOR SETTING STRUCTUPE UPON. SLAB EXTENDS 1'-O" BEYOND STRUCTURE WALLS FOR SCREEN WALL- :M'*55 IN FRONT OF SCREEN WALL 101N FIG NEW 141N FIG PROI'cR TEAM anrilecL: wnacl vwes,0+.x enna.n MEP En3i�er: COPYRwGYT DISC VJMER': -ROFESI°,WLSFX: ARCHI TECTl, —-------- - REVIEW BOA PBaEcrTDtE� t O O m w E 0 ��d a � � v m � 2 m 11 1, AAPB AUY PRE505 Now Re+ivm oesaiPNon SHFFT TRIE: SITE PLAN ENLARGED ROJER NO.: slim NUM 22 016 A 1 6� bSUE DATE: 11 MRIL 20. PLANT LIST NOTES N OF PLANTS { PLANT NAME T RED TIPPED COCO PLUM -Chy-Wl—I— P%w Q.—Mtgq %"&yla,kw a+wexu.0m .W au�C6JAL. VARIE5 IPENTAS-Penlas l8ncepMla Fuu m+exm b�.aNu isacM Yat �+n�s-we�aW VARIES dAPAT1ENS-Impa9ans FAnpTxm+E Ea-, bw AmacNasw Mbgeard I --mot. 2 !RED TRUMPET VINE - Campus radi.-'Fl —.' Na —1 pu5a d.--ponp MlrlpM�s NOTES 1 CONTRACTORTOLEAVEAMWIMUMDFGSPACECOMPAREDTO FINISH GRADE FOR NEW TOP SOIL WHEN BACKFILLING EXCAVATED AREA AT NEW SLAS 2 OWNER WILL PROVIDE ALL LANDSCAPING MATERIALS, INCLUDING TOPSOIL, PLANTS, MULCH AND ANY OTHER PRODUCTS TO COMPLETE THE PROJECT 3 OWNER IS RESPONSSILE FOR WATERING MO MAINTAINING ALL PLANTINGS ONCE INSTALLED RED TIPPED COCO PLUM IMPATIENS f. i PENTAS TRUMPET VINE 121N PALI 121N PALP I L11 v 16 N PALM �— SZAS:AIAL lT AR A =oR CONOENSING FC TQUIPMINT POUR COCO P-UM SHRUBS TRUMPET MNES "SONA_ 'A-ZN$ as PEMTAS IN RL AIMNG LANDSCAP_ BED COCO P UM 'a-R % W b SCASMk Er1 Ai-U$ p0 0.MTA$ :ANDSC—G SOi COCO SHRUBS I c I 1I1 LANDSCAPE PLAN SCALE 3; l2' 1'-P PLAN NORTH I v Q C36 ° 3 E_ ...�. MEP Eeglnmr. fU, REVIEW BOARD W101R'RfLE� oam m m 2 E m IJi � m % N O m d j0OD n 3 j m N 0 D 0 LL 'i mI,8 NAY PEIESO 59.2RL3 I RIM... Des pU Date SHEETTTRF: LANDSCAPE PLAN PLANT LIST PROJECT NO . SHEET rcJ v` : ]3 016 L 1.0 RSV -DATE: tlA L20l3 LEGAL DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA. BEINGS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 4, AS SHOWN ON THE PLAT OF BERMUDA HEIGHTS, AS RECORDED IN PLAT BOOK 23, PAGE 200, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD DEPARTMENT A-1-A, AS PRESENTLY LAID OUT AND IN USE, A DISTANCE OF 116.40 FEET, MORE OR LESS, TO THE POINT OF CURVATURE OF A CURVE; THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5245.51 FEET, AND A CENTRAL ANGLE OR 06° 01' 36-, A DISTANCE OF 551.75 FEET, MORE OR LESS, TO AN INTERSECTION WITH THE NORTH LINE OF LOT 55, AS SHOWN ON THE PLAT OF GULF STREAM PROPERTIES NO. 2, AS RECORDED IN PLAT BOOK 18, PAGE 42, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 55 AND ITS WESTERLY EXTENSION, A DISTANCE OF 86.30 FEET TO A POINT IN THE CENTERLINE OF PALM WAY; THENCE SOUTHERLY ALONG THE SAID CENTERLINE OF PALM WAY, A DISTANCE OF 2.5 FEET TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 56 OF SAID PLAT OF GULF STREAM PROPERTIES NO 2; THENCE WESTERLY ALONG THE EASTERLY EXTENSION AND THE SOUTH LINE OF SAID LOT 56. A DISTANCE OF 122.54 FEET MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID LOT 56; THENCE NORTHERLY ALONG THE WEST LINE OF SAID LOT 56 AND ITS NORTHERLY EXTENSION, A DISTANCE OF 142.95 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION OF THE CENTER LINE OF PANDANUS ROAD; THENCE WESTERLY ALONG SAID CENTER LINE, A DISTANCE OF 142.38 FEET, MORE OR LESS, TO THE EASTERLY RIGHT-OF-WAY LINE OF GULF STREAM ROAD; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 7.52 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID PLAT OF GULF STREAM PROPERTIES NO. 2; THENCE NORTHERLY ALONG THE SAID EASTERLY RIGHT-OF-WAY LINE OF GULF STREAM ROAD, MAKING AN ANGLE WITH THE NORTH LINE OF SAID PLAT OF GULF STREAM PROPERTIES NO. 2 (AS MEASURED FROM EAST TO NORTH) OF 92- 35, 00-, A DISTANCE OF 198.12 FEET; THENCE CONTINUE ALONG THE SAID EASTERLY RIGHT-OF-WAY LINE OF GULF STREAM ROAD, MAKING AN ANGLE WITH THE PROCEEDING COURSE OF 180- OT 25", AS MEASURED FROM SOUTH THRU EAST TO NORTH, A DISTANCE OF 166.74 FEET; THENCE CONTINUE NORTHERLY ALONG THE SAID EAST RIGHT-OF-WAY LINE OF GULF STREAM ROAD MAKING AN ANGLE WITH THE PROCEEDING COURSE OF 183` 11' 32', AS MEASURED FROM SOUTH THRU WEST TO NORTH, A DISTANCE OF 43.93 FEET; THENCE EASTERLY MAKING AN ANGLE WITH THE PROCEEDING COURSE OF 90' 08' 38", AS MEASURE FROM SOUTH TO EAST, A DISTANCE OR 128.21 FEET; THENCE NORTHERLY MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90° 00' OT, AS MEASURED FROM WEST TO NORTH, A DISTANCE OF 78.82 FEET; THENCE EASTERLY MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90° 00' 00", AS MEASURED FROM SOUTH TO EAST, A DISTANCE OF 25.01 FEET TO THE SOUTHWEST CORNER OF THE SAID PLAT OF BERMUDA HEIGHTS; THENCE EASTERLY ALONG THE SOUTH LINE OF THE SAID PLAT OF BERMUDA HEIGHTS, A DISTANCE OF 322.0 FEET TO THE POINT OF BEGINNING AFOREDESCRIBED. THE ABOVE DESCRIBED PARCEL CONTAIN 5.51 ACRES, MORE OR LESS. SURVEYORS NOTES: 1. BEARINGS SHOWN ARE REFERENCED TO GRID, NORTH AMERICAN DATUM OF 1983(2011), WITH THE NORTH PROPERTY LINE (SOUTH LINE OF BERMUDA HEIGHTS PLAT) HAVING A BEARING OF N88'17'00-E. ALL OTHER BEARINGS ARE RELATIVE THEREUNTO. 2. ELEVATIONS SHOWN ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. ALL ELEVATTONS ARE RELATIVE TO SITE BM -l-, ELEV=1.62' AS SHOWN HEREON. ELEVA11ON OF BM "l' ESTABLISHED BY SATELLITE OBSERVATION REFERENCED TO FDOT PERMANENT REFERENCE NETWORK STATION 'BOCA', ELEV.=21.71'. 4. DATUM SHIFT: NGVD29 = NAVD88 + 1.55' PER NGS VERTCON SOFTWARE 5. ALL COORDINATES AND DIMENSIONS ARE CALCULATED, WITH UNITS IN U.S. SURVEY FEET (12 METERS = 39.37 FEET), UNLESS SHOWN OTHERWISE. 6. LEGAL DESCRIPTION PROVIDED BY CLIENT, AS SHOWN ON BOUNDARY SURVEY BY OBRIEN, SUITER & OBRIEN INC, DATED MARCH 06, 1973, REVISED MAY 15. 1979. 7. ONLY ABOVE GROUND IMPROVEMENTS LOCATED. 8. NO PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, LANDFILL, RECENT EARTHWORK CONSTRUCTION OR BUILDING ADDITIONS WERE OBSERVED ON PREMISES AT THE TIME OF FIELDWORK. 9. NO EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES WAS MADE AVAILABLE TO THIS FIRM, AND NO EVDENCE OF RECENT STREET CONSTRUCTION WAS OBSERVED AT THE TIME OF FIELDWORK. 10. NO TITLE SEARCH WAS PERFORMED BY THIS FIRM. THERE MAY BE EXISTING EASEMENTS OR OTHER ENCROACHMENTS IN PUBLIC RECORDS NOT SHOWN HEREON. NO TITLE COMMITMENT WAS PROVIDED DURING THE COURSE OF THIS SURVEY. 11. ALL RECORDING INFORMATION SHOWN HEREON IS IN REFERENCE TO THE PUBLIC RECORDS OF PALM BEACH COUNTY, UNLESS NOTED OTHERWISE. 12.A000RACY OF SURVEY CONTROL VERIFIED BY TRAVERSE CLOSURE EXCEEDS THAT OF COMMERCIAL/HIGH RISK UNEAR (1 FOOT IN 10,000 FEET), AS PER FLORIDA RULE 5J-17.051. 13.THIS MAP IS INlENOED TO BE DISPLAYED AT A SCALE 0= 1:360 OR SMALLER 14.NO ZONING REPORT LETTER WAS SUPPLIED TO THIS FIRM. ZONING INFORMATION MAC BE ADDED TO SURVEY ONCE IT IS RECEIVED. 15.TREE IDENTIFICATIONS SHOWN HEREON ARE TO BEST OF FIELD SURVEYOR'S ABILITY, AND SHOULD BE FIELD VERIFIED BY AN APPROPRIATELY LICENSED PROFESSIONAL WHERE NECESSARY. LAND TABULATIONS: PROPERTY AREA: 5,512 ACRES3 BUILDING AREA: 42,734 SFf PARKING SPACES: 97 REGULAR & 5 HANDICAP SPACES VISIBLE FEMA FLOOD ZONE DETERMINATION FLOOD ZONE-AE(EL6)" PANEL 0 .12099C 0981E EFFECTIVE 10/05/2017 COMMUNITY # 125109- UNINCORPORATED TOWN OF GULF STREAM ADDITIONAL INFORMATION STREET ADDRESS 3600 GULF STREAM ROAD 3525 OLEANDER WAY GULF STREAM, FL 33483 PARCEL CONTROL NUMBERS 20-43-46-03-00-001-0020 20-43-46-03-06-000-0560 ABBREVIATFONS LEGEND POC = POINT OF COMMENCEMENT POS = POINT OF BEGINNING IP IRON PIPE IR4 = 1/2" IRON ROD (#4 REBAR) IRS 5/8- IRON ROD (#5 REBAR) CM = CONCRETE MONUMENT PK ¢ PARKER-KALON NAIL MAG MAGNETIC NAIL FND FOUND O/S OFFSET TYP TYPICAL PRM g PERMANENT REFERENCE MONUMENT PCP = PERMANENT CONTROL POINT BM = BENCHMARK EL OR ELEV - ELEVATION FFE = FINISHED FLOOR ELEVATION SF = SQUARE FEET AC = ACRES FNC = FENCE CLF = CHAIN LINK FENCE EOW = EDGE OF WATER UE = UTILITY EASEMENT CATV OR TV- CABLE TELEVISION AFT = AMERICAN TELEPHONE AND TELEGRAPH FP&L = FLORIDA POWER AND LIGHT COMPANY FOOT = FLORIDA DEPARTMENT OF TRANSPORTATION CBS = CONCRETE BLOCK CONSTRUCTION S/T = SEPTIC TANK D/F = GRAINFIELD PP = POWERPOLE O/H = OVERHEAD MH = MANHOLE CB = CATCH BASIN F/H OR HYD= FIRE HYDRANT WM = WATER METER EDP = EDGE OF PAVEMENT BOC = BACK OF CURB R/W RIGHT OF WAY R/R = RAILROAD C/L OR TL= CENTERLINE P/L OR R = PROPERTY LINE (P) = PLAT DATA (L) = LEGAL DESCRIPTION DATA (M) = MEASURED DATA (C) = CALCULATED DATA (FOOT) = F.D.O.T. R/W MAP DATA SEC = SECTION TWP = TOWNSHIP RGE = RANGE R = RADIUS L = LENGTH A = CENTRAL ANGLE CHO = CHORD CBG = CHORD BEARING NR = NON -RADIAL PT = POINT OF TANGENCY PC = POINT OF CURVATURE PRC = POINT OF REVERSE CURVATURE PCC = POINT OF COMPOUND CURVATURE STA = STATION FB = FIELDBOOK PB = PLAT BOOK OR = OFFICIAL RECORDS BOCK PG = PAGE PSM = PROFESSIONAL SURVEYOR AND MAPPER LB = PROFESSIONAL SURVEYING AND MAPPING BUSINESS SYMBOLSLEGEND UTILITY POLE =GONG UTILITY POLE =UGHT POLE =GUY WIRE ANCHOR =FIRE HYDRANT j� =WATER VALVE =WATER METER 0 =ELECTRIC BOX X =SEWER VALVE (D =SEWER MANHOLE ® =DRAINAGE MANHOLE rJ =DISABLED PARKING =TRAFFIC DIRECTION o° =SPOT ELEVATION -a1,- =OVERHEAD WIRES -a - =BURIED ELECTRIC --.- =TELEPHONE - FOC - =FIBER OPTIC -s»,- =SANITARY SEWER SEWER TREE ABBREVIATIONS OQIN =DIAMETER AT BREAST HEIGHT(INCHES) CP =CABBAGE PALM PALM =OTHER PALM BO =BLACK OLIVE OAK =OAK TREE FIG =STRANGLER FIG FIC =OTHER FICUS SG =SEAGRAPE SCHEF=SCHEFFLARA GL =GUMBO LIMBO MAH =MAHOGANY UNK =UNKNOWN TREE -BROADLEAF TREE CERTIFIED TO: -NEEDLE BEARING TREE :. B 1 GULF STREAM SCHOOL, INC (E.G., PINE OR CYPRESS) ® =CABBAGE PALM =OTHER PALM SURVEYOR'S CERTIFICATION: I, NWAM J. WRIGHT, W HEREBY aKflF7WAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR AND MAPPER IN THE STATE OF FLCRAA: ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. PURSUANT TO CHAPTER SJ-17 OF ACMDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER RECORD DESCRIPTION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 11E FIELDWORK 0 3/O WAS COMPLETED ON 0B/2023 DATE OATS OF PLAT OR MAP: 3/O 2021 ore A'ADI+% W J VN4L: EfYC tiVT-.....„�jp WILLIAM J WRIGHT, P.S.M. LICENSE NO. 6968, STATE OF FLORIDA fit` "6", e ELECTRONIC VERSION OF THIS SURVEY SIGNED AND SEALED BY W UJAM J WIGHT, P.S.M., ON DATE SHOWN, USNG AN SHA-1 AUTHENTICATION CODE. 5I.TE OF THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES j •',.q �P r 3 PAPER COPIES OF THIS SURVEY NOT VALID WITHOUT ORIGINAL INK SIGNATURE AND RAISED SEAL 1 SITE BN •I• ' SET PK NAIL SET IRS ELEV=l.6T LB 8186 N04'40'47"W 166.74' NOt'29'12"W 43.92' .�--' SET Lwas TEL q()SER SITE BM •6• 15E3Tf'32'(C ¢ ti 04'34'18"W 198.26' AIL AN m 1 SET PK NN01'55'17"E 7.52' ELEV=i,a5' WtDE EDP _. pFND PK Op��.-'6x}"V(1'� 30• FND MAIL oq)atrt4$/M () �•-,- °'� �R/w UNE CLT+LZ•' �SN+-LV64ti'n+a y4 gT IRS f 9 ¢(A-aaYSs'r� FND J.5 FND RS- B' x'P «' t % :j` t13a .r * "' ? KY MCTAt FENCE n_ b 142.36'(M) y\ 5-Tc R5 ♦ �. _ t98T66 S +;LK v or r� 0.3it, 2a'E i14 .elw P+cN _ R/W LINE 1 c .T ;iml { fOP tga,t.T w „r s{'2r� T+5 _$y J d r r 4CD6'JS'tl) METAL j "* CAw% _METH PL!C R \ i yi fj a Puu I P,a uNPtaT rEa tANas CLF D,t'S.3 m r am ymr co FO f0f 204346030000toD60 N OWNER: FORD, MiCHAEL JOHN Yg!•-u+1i14'o/) _^� n +.Pa#.6' ls! 1 LOT 57 - rAer e?">44 � ew aN+ '7e' It9e ` h m k (Pe I4 a .aI FOUDI 204346030600W570 OWNER: STANLEY KIRSTEM 8 STANLEY THOMA$ M & W-7 _ 01'43'00"W 78.82' coat FLAa 1 amp* ,{ SET IRS LBBIVW, O PANDANUS ROADS +� E4,1 - i0:a � af; P �--� , :). � , wK x`a .\J(14J y tL��3,SQ .qt / ,y y D/S 10.00'W. ON SL 15' R/w AEANDONEO(L) �� -) -9 4` p♦♦� lip x ,� ♦, j '� °9ooD'oo•(L) z t'w Dss i f '6 f .`fl 8xv .. q 1 _ E PANDANUS RO- ; �^' STTPS � _ _ �.� o �7, 224AY / ,Mr pN,G („�- SLSE,O.X5 raF `♦ .� % NAIL IN WALL ep rutt=•.auaoo T t ^{ i { - ':6� V CBS MALL RYM. �O/S 3.00'W CAL W LINE LOT 56 OLGM NDER WA Y^N�x' sn >II/ �• ` @ 25.I C�YERm W 6'AV, 'd li y' a j'•/ a n4 g. I S PLAY AREA IS' WADE PUBLIC R (P) f - wA 'O.P PAVED ROAD j �aIp- SW COR LIT 56 —_ P-"RK PLAY x 1 trzei d re u�Ec xa° Ta{v fN 5 LBWS RAMP 42ff5.. L - '7 ✓. ; a m -1 s' TWO 5TOgY i d , NEss o s seo5 'W 142.'35 irs C�E8A`6,at.. .� .. i ; _ ,W : LOT if DRIVE 'r 7 'a'- G£, c,6A4' 'fE' ._�1_1 t >P x nenw-1 ful my �! r: •. t +_ �-t L ` * yr P ONE STORY w f FOLIO] 20434603010000111 fPt 'F x> (+L - fr _ CBS BUILDNG ` a ! �. +��ja'�'_ a..y3 ' Sf.-� �T ' xti p f OWNER: BURKE KAREN K S FFE-6.21' 6 pO LOT 5; 1.Ss. ' 4 Qa; .� m CONIC „cP y GAY how rye e . Ay ld ,>d ni _ .m .a a �'"` �m- '� L, uFr'TSTgAlwN� PAD♦'P t °>" x FMEa�+ f. $ LOT 54 2X'• -.� � `� 4• � '�yt q OVERHANG '�*4 °1}'"�t'' IN METAL FENCE (Pe 1. x .2) x • p 1 CLF 7' *+am�•n a s� +� r' $ a y'x a a .rS -ga 6's FOLIO/ 2043460]060000540 � � ` id � 1' LANDSCAPE MLL A OWNER: CONDOM ALEXANDER CONDON KATHERINE J �� at > >F'M1° �aa Y, a o �Y x x xa x �Ye Iut �� t� �], f,^�4T — 5 EASEMENT BiuGi' • `,a s+n a .e,#+rs F RARPANUS RDAD 'iR9 SUBJECT PROPERTY (Pe)E. PG42) /15' R/W ABANDOIMEGL 2S Pa 200) RKA y e° ,:a'i,at�1.'J:wtos. x�ett CUF .c 1 LANDSCAPED BRICK PATIO x' S00'53'56"E 2.51` i ONE STORYa ABAtLOlE6 PORDOa tY . CBS BUILDING s00CfR,1ACRp5u€ I*LANDSCAPE MALT WAY— t FFE_6.20(NDAwsa)f3Tcr2LD$ f o [5' wAE PUBLIC R.rk (p) SET -IRS LBata+s t2) $ *>• ' -� $ N ' ,I 'e a LOT a CLF CROSSES R I'1 �y A sz« ` i 0 mt as ' ,� IiP o x f. * Iw ES e1' I a a —ut i ' S Tfie° t L== f� GO to LOT55 r.K rWw , > A •, Im' , `a, {{ '♦�f++�L as ' n ne 14 R m " Ic ,� - N. M1Y.AT' 1 Q '+`> v ° ,F � S LINE Pa 23, PG 200 FOUOJ 2043460.T060000550 . rxY ��7$ ♦ ? e P�QW.-!.t>Ptu'pry $f�Q( 17 >a �� >t'^> Y" x x z� OWNER: HOPKINS MAUREEN, PAVER$ x MtACDONALD PETER 5 EASEMENT � --� �M1° .yy a � �,di C *� rAW � cay�-Jy..J,py ya 5.75 f ;CUpy 2043taG7})100t�3D s n,Lv - _ (PB16• PC42)'� WE LOT 55 _ (NMrR: f4,gM.VS AN0RE1 1p LINEEDP a? INTERSECTION W R/W LINE i.H .% ,�- w�L pC Q 1Z xl`.° - ) r 1 1 ,�S• p & ET IRS LOT 55 80y`^�> ; >� A.,,�_ P 7 rya - j o )f j u eM;rAW) x GRAVEL gn SET IRS La8186 A1T " "^)+7'c qi( ij > z ° 1 'F1a" Pux RESIDENCE r•3 1074 S-xw IFtAM rMi —" a'P ! f rrr FFE-9.59• .12 O x _ �'� ML 15 1 j ♦� &i A/L'lp a'< /J66D x 375 tox v 51 .�'-" 1 f „ :S x8,5. ONSIOENCEr R l4+racM. 1j y, r. a• At'rCV& r.ur.. 5 $, 1 A/C L=551-57' R=524551' k; .t rrr tiaso'=(U faa.ta'(N) 1,<•5 �gpg 07 �• - - +€ w wg 1 « rxM 1 6' ctr&SO4 S9 jVW 116. °M "" -R/M LINE - _ CHD=sOEMo'11*w 551 <32' a w'^`-�.,��RMM PNl1 • , ♦'s6 {Y .2 g y a' METAL FEN��'L.' �• PO - - NORTH Ti4 T EAIY Bt[ARd 8 ' _ _ _ +'Ax�_ FND a cs a+ °r . °" 4"SE cam LOT 4 RA trooRO A-1 AQ e- - evEo aaAD NAP FND 5x5 CN -