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IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order Mayor Morgan called the meeting to order at 9:00 A.M. II. Pledge of Allegiance Mayor Morgan led the Pledge of Allegiance. III. Roll Call Present and Participating: Scott W. Morgan Mayor Thomas W. Stanley Vice Mayor Paul A. Lyons Commissioner Joan K. Orthwein Commissioner Also Present & Participating: Absent w/Notice IV. Minutes Gregory Dunham Edward Nazzaro Edward Allen Rita Taylor Donna White Town Manager Asst. Town Attorney Chief of Police Town Clerk Commissioner A. Regular Meeting of October 8, 2021 Vice Mayor Stanley made a motion to approve the minutes of the regular meeting on October 8, 2021. Commissioner Orthwein seconded the motion with all voting AYE at roll call. V. Additions, withdrawals, deferrals, arrangement of agenda items. There were none. VI. Announcements A. Regular Meetings and Public Hearings 1. December 10, 2021, at 9:00 A.M. 2. January 14, 2022, at 9:00 A.M. 3. February 11, 2022, at 9:00 A.M. 4. March 11, 2022, at 9:00 A.M. 5. April 8, 2022, at 9:00 A.M. Mayor Morgan called attention to future meeting dates. VII. Communication from the Public (3 min. maximum) There was none. VIII. Public Hearing A. Declaration of Ex-Parte Communication There was none. Minutes of Town Commission Regular Meeting November 12, 2021 @ 9:00 A.M. B. Administer Oaths Town Clerk Taylor swore in Jess Sowards and Ross Curtis C. Applications for Development Approval 1. An application submitted by Jess Sowards-CSA Architects as Agent for The Little Club, Inc., the owners of property located at 100 Little Club Road, Gulf Stream, Florida, which is legally described as a parcel of land in Section 3, Township 46 South, Range 43 East and Section 34, Township 45 South, 43 East. a. Demolition Permit to remove the existing Cart Barn. b. Level 3 Architectural/Site Plan Review to permit the construction of a new Florida Contemporary single story, 4,625 square foot activity center. Mr. Jess Sowards gave a detailed PowerPoint presentation and referred to this construction as going to be matching the Clubhouse renovations that had recently been done and stated that it would be the same windows, same shutters, roof the and colors. He added that Mouw and Associates had done the construction for the Clubhouse and would also be doing this construction. Mr. Sowards referred to a question that was brought up at the ARPB meeting regarding parking and stated there would be nine surplus parking spaces even with the three they would be removing. Commissioner Lyons asked where the existing golf carts were going to be placed to which Mr. Sowards explained they would be relocated to the green barn adjacent to the second green on the golf course. Ms. Carol Perez, Landscape Architect, could not be present, so Mr. Sowards pointed out that the landscape plan matched what had been renovated at the Clubhouse so it would feel seamless and blend in with what had already been done. Mr. Sowards again referenced what the ARPB had asked regarding the air conditioning equipment and stated the landscaping would be screening this equipment. Commissioner Lyons asked if there had been any comments from neighbors to which Town Clerk Taylor stated there had been three that came in and looked at the plans but were all in favor. Mayor Morgan suggested there be a stipulation put into the motion regarding noise from the condensing units in case there were any complaints. Vice Mayor Stanley made a motion to approve a demolition permit to remove the existing cart barn (2,280 sq. ft.). Commissioner Orthwein seconded the motion with all voting AYE at roll call. Vice Mayor Stanley made a motion to approve a Level III Architectural/Site Plan based on a finding that the construction of a new, single -story Activity Center (4,625 sq. ft.) meets the minimum intent of the Design Manual and applicable review standards. Commissioner Orthwein seconded the motion with all voting AYE at roll call. Vice Mayor Stanley made a motion to approve a new landscape plan around the building with the following condition: 2 Minutes of Town Commission Regular Meeting November 12, 2021 9 9:00 A.M. 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2. The applicant agrees that if the condensing units on the east side of the building create undue noise or generate complaints then they will pursue other sound dampening measures to reduce the noise. Commissioner Orthwein seconded the motion with all voting AYE at roll call. IX. Reports. A. Town Manager 1. Utility Undergrounding Town Manager Dunham stated that Comcast would be doing a scheduled maintenance on November 16 and 18, 2021, which may cause temporary outages. He added once this was complete, they would finish the wrecking of the old equipment and then FPL would be scheduled to take the poles down. Discussion was had regarding whether to take the poles down before or after the Christmas holidays. The consensus was to get them down as soon as possible. 2. Update on Check Valves Mr. Anthony Beltran, Water Supervisor, stated all the check valves had been installed except for one, which should be finished within a week. 3. Update on Gas Powered Leaf Blowers Town Manager Dunham stated he was still trying to get a meeting scheduled with Mr. Shubin, Civic Association President, Curtiss Roach and Place au Soleil HOA President, Chet Snavely. 4. Delray Beach Text Amendment -Motorcycle Sales Assistant Town Attorney Nazzaro gave an update and stated that he had lobbied against this text amendment change and that it was eventually taken off the agenda for the Planning and Zoning Meeting in Delray Beach. Mayor Morgan thanked Mr. Nazzaro for his effort in this matter. 5. CIP/Engineering RFQ Town Manager Dunham stated there had been four proposals submitted. He added they had not decided if any oral interviews needed to take place and the committee would have a recommendation for the Commission at the December meeting. 6. Artificial Grass Town Manager Dunham referred to the memo included in the agenda packet regarding this issue and had an Ordinance from the Town of Ocean Ridge as an example. He stated residents and contractors were questioning whether they could put in artificial grass and added that the Town Code currently prohibited this, although there were a few residents who did not know about the prohibition and had the grass in 3 Minutes of Town Commission Regular Meeting November 12, 2021 @ 9:00 A.M. their back yards and one in a right of way. Commissioner Orthwein noted that it was allowed between pavers. The consensus of the Commission was to keep the Code as is and put it in the next newsletter reminding residents that artificial grass is prohibited in the Town. 7. Discussion Re: Gatehouses Assistant Town Attorney Nazzaro gave an update since the last meeting. After much discussion the consensus of the Commission was to have Mr. Nazzaro look into amending the Code to have something between a special exception and variance so the Town could regulate the gatehouses. 8. New Concrete Pole on AlA with Small Cell Equipment Assistant Town Attorney Nazzaro stated an application was received for a concrete pole with small cell equipment. The location would be across from Hidden Harbour Drive on the east side of AlA. He added that staff had met with the applicant to find that the range would be approximately 600 yards and cannot be shared with other carriers. Mr. Nazzaro stated the Town's Ordinance prohibits the placement of these types of structures on AlA due to the historic designation of Gulf Stream on AlA. Mr. Nazzaro stated the Town was waiting for the application to be complete and then the Town Manager would deny the application citing the Ordinance from the Town Code. He added that if the Town wanted to allow these 35 ft. cell equipment poles in the future, they would be every 600 yards and each company would have to have their own pole since they cannot be shared with other carriers, as well as changing the Ordinance language. Town Manager Dunham stated that the DOT requires a setback as well that this application did not meet. 9. Lighting Monument Street Signs on AlA Town Manager Dunham stated the staff had received a request from the Civic Association to look into lighting the monument street signs. He added there were 19 signs and that this had been discussed during Phase One of the CIP. After some discussion, the Commission concluded that it be tabled because of the cost involved. Mr. Dunham stated that the Town had plans showing where conduit would be connected if they moved forward with this project. Civic Association President, Curtiss Roach, stated that they only wanted to illuminate the signs that were difficult to see and would be happy to contribute or pay for these if it was cost-effective. Specifically, Banyan and Lakeview, he added. It was decided that solar would not be conducive to these signs. Town Manager Dunham stated the staff would get cost estimates on lighting those two intersections. While they were discussing the signs, Mr. Dunham stated they found someone to clean the signs to get rid of the moss and debris that grows on the coquina stone, so they would be proceeding with that project. B. Architectural Review & Planning Board 1. Meeting Dates 10 Minutes of Town Commission Regular Meeting November 12, 2021 @ 9:00 A.M. a. November 18, 2021, at 8:30 A.M. b. December 16, 2021, at 8:30 A.M. c. January 27, 2022, at 8:30 A.M. d. February 24, 2022, at 8:30 A.M. e. March 24, 2022, at 8:30 A.M. f. April 28, 2022, at 8:30 A.M. g. May 26, 2022, at 8:30 A.M. h. June 23, 2022, at 8:30 A.M. Mayor Morgan called attention to the ARPB dates. C. Finance Director 1. Financial Report for October 2021. Mayor Morgan accepted the report as submitted. D. Police Chief 1. Activity for October 2021. Chief Allen brought attention to a grand theft that had happened regarding a housekeeper stealing $1.5 million of items over a five -month period. He added the items were not able to be recovered due to them being sold online or at pawn shops, but they were able to make an arrest. Chief Allen pointed out a stolen vehicle from June of 2020 was recovered and had been found in Kansas City, MO. Chief Allen noted that the police department was now fully staffed at the hiring of the latest officer, Michael Balak. Mayor Morgan accepted the report as submitted. X. Items for Commission Action. A. Resolutions 1. No.21-12; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA PROVIDING FOR THE APPROPRIATIONS OF BUDGET REVENUES AND EXPENDITURES IN THE GENERAL FUND FOR THE FISCAL YEAR ENDING SEPTEMBER 30, 2021; PROVIDING AN EFFECTIVE DATE. Town Clerk Taylor read the resolution. Commissioner Orthwein made a motion to adopt Resolution 21-12 with an effective date of November 12, 2021. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. 2. NO.21-13; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA PROVIDING FOR THE APPROPRIATIONS OF BUDGET REVENUES AND EXPENDITURES IN THE ENTERPRISE WATER FUND FOR THE FISCAL YEAR ENDING SETEMBER 30,2021; PROVIDING AN EFFECTIVE DATE. Town Clerk Taylor read the resolution. Commissioner Orthwein made a motion to adopt Resolution 21-13 with an effective date of November 12, 2021. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. 5 Minutes of Town Commission Regular Meeting November 12, 2021 @ 9:00 A.M. B. Items by Mayor & Commissioners There were none. XI. Adjournment Mayor Morgan adjourned the meeting at 10:20 A.M. Renee Basel Deputy Clerk I LJ $ M C, j � C1� CQI C� LLJ � o 0 0 O J U. a� m o c 5E� U Q C OO Q ra—r- l� C ~ O it 00 C 0 a� ) c o co w'Em a. > E G r Q O o - U �+ ai3-`m 0 E c d oc�0 o � a a ° o w mQ�y O ~ w O a D. 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If ream, FL SITE RMUAQCWECRZ REVEW Di M]22/2021 UaxnlGetled —F- QYeIApFmwi - DrOeIPemM - dh ICuch�tlb� - O Project Number: 21144 r t ZL 555 BANYAN RD. y a�. �� S � Opp .t i d 'L IGoogie J. ail. • • y - A0. l � f � A IL 4 01- 570 BANYAN RD. NT5 ® R Goi Stye m, FL Tow of RANJAQCWTECTLkE RVIEW Qarc W/22/2021 @.—1 QwW _L-- D-;mil D, D, 1, MOOOD00 O 2021 ` • NEIGHBORING EXTERIOR PHOTOGRAPHS ve' - ry' 1 NORTHEAST VIE NTS 3 SOUTH IENTS 5 NORTHWEST VIEW NTS 2 EAST VIEW NTS i 4 WEST VIEW SITE CALCULATIONS - RS-C ZONING DISTRICT ALOWABE PRE -POSED SECTION 70-70 FLOOR AREA CALCILATION FLOOR AREA CALCLLATIONS IMLIDE II AL BOOR AREA LIDER A SOLID ROOF WI -ETHER OR NOT T E AREA 15 FIRST ROC62 A7c 4A40 SF, SECOND FLOOR NO RY,XOSED WTiH WITH WALLS. 2) AREAS LLDH2 AWNINGS W TTW LEG S.PPOPTS OR THOSE RI&T EXTEND • MAN HOISE 2JOT SF, SECOND FLOOR NC THUD THREE FEET OUT FROM A STRUCTURE SHALL COUNT AS OPE+1A1F. 3) FLOOR AREA LNDH2 CEILNG5 W 4CH ARE 498R THAN 15STALL COW AS DOIBIE - GEST WOLF 518 SF. TOTAL NO 7165 SF. U AREAS UDER SCREEN 5laOSRES SHALL 00" AS CPE-N44F 51 AREAS LfDH2 EAVES OR ROOF ETBNSIONS OF 2 V2 FEET OR LESS SHALL NOT BE INGIDED GARAGE694 SF COVMM BRIRI' '52 SF. 61 AREAS IN BAS 4FITS 54AL. BE INCUR® AS 75 PERCENT V4EN IT I5 LOCATED COVE LOGGIA ESE SF COM. LETELY UDE2 TIE FIRST FLOOR FOOTPRINT AND ALAS NO OJTSpE ENTR AREAS INBASEMENTS MATH AN OITSCE ENTRANCE STALL BE14CLLDW TOTAL: 81699 SF. AS 100 PERCENT. 7) AREAS INS 7IWT ATTICCANNOT BE USED FOR LIVN6 AREA SV1L NOT BE INCUR® F TLE CE-LING W04T DOES NOT E (OEM) 6 VI FEET AND MRE ARE NO WINDOWS SECTION 70-A FLOOR AREA PATIOS FORFAR CALOLATION • 30.600 SF. (0.70 ACRES) FSITE AR AEA ED FIRST 20,000 SF 33 .35 X 20.000 SF 6,600 SF PORTIONS OV52 20.000 SF 20 20 X IOA00 SF. 2120 SF 8.720 SF. TOTAL ALLOWED 8699 SF. SECTION 70-73 TWO STORY STRl1CTLRES SECOND FLOOR AREA 05 X FRS'T FLOOR AREA- 05 X 6,063. 3.ON 3.031 SF. ALLOWED 2A25 SF. 433%CF FR57 FLOOR SECTION 70-81 MAX LOT COVERAGE LOT COVERAGE 7650 SF. • 25% OF LOT 6.074 SF. N41 OF LOT WFSAIOUS AREA A46MOU3 AREA 5.458 S.F. SECTION 70148 PERVIOUS AREA PE VIO IS AREA MWIMLM LANDSCAPED OPEN SPACE OF 4010E TWE LOT • 12240 SF. 25J42 SF. - 8221 SECTION 70-74 SETBACKS FRONT PRINCIPAL - 30-0. MINOR ACC - 25-0' 35-U SIDES TOTAL Of BOTH SIDES S4AL BE 301 CF THE LOT WIDT4. HOWEVER. 30% OF 160'O. 48'O. 50, 24'-O' AND 2lf-O NO SWGE SIDE STALL BE LESS THAN 15-9 24'-0' ON EAST. 24'O ON NEST MECH EOUPAEN7 - QNOP ACCESSORY SETRACK1- I5O 17-6 TO EAST AC WTS SECTION 70-75 SPECIAL EXCEPTION 3T-4' TO WEST AC WTS SETBACKS IUIIS - THE AVERAGE SETBA( K OF THE TWO ADIACEFIT I OAT62FW L07S ON ENTER SCE OF 74E SEECT FROPERTT 31'-4' TO POOL EQUIPMENT 24'-F TO GENERATOR SECTION 70-76 AND 70100 MAX. BALDING HEGW 35'O MMDING ROOF FEATUi51, OR 21R STORES Z8 Cl TO TOP OF ROOF 30-6' TO QHMIET CAP SECTION 70-77 MAX FIRST ROOF BEV. GREATEST OF TFESE 11-7.0 FEET FLAVO D L5 FEET ABOVE CROWN OF ADJACENT ROADS 7S0 NAND 3) 05 FEET ABOVE TIE AVERAGE EXISTWG GRADE OF THE BLJLDABLE AREA Cr TIE LOT SECTION 70-78 SFF.WALL WBGWT MAX. ALLOYED Il WO FEET NGVD OR TTS EpUAL IN NAVD 60 NDVO (4.5' NAVD) SECTION 70-79 PARKING MIN 2 CAR GARAGE 3 CARS N GARAGES MIN 2 LDEOLOSED OFF STREET SPACES 2 OFF STREET RACES SECTION 7080 LANDSCAPED OPEN RACE MIN fLEOLIR® 4010E LOT AREA 0..4 X 3OA00 SF • 114240 Sr. MN 24.934 SF Y851) SECTION 7040010 ROOF AND EAVE IEGHT5 EAVE HEIGHTS 84Z FOP ONE STORY PORTION OVERALL EULDING IEIGNf, DISCOUAGED ELJT ALLOYED TO M'O 27-6 OR LESS FOR TWO STORY PORTIONS 30'O DISCOURAGED SLIT ALLOYED 27-24' TOP C ROOF HLi9Tf5 AEAEU M FROM TOP OF FIRST FN54M FLOOR TO TIE 49EST FIRST FLOOR SAVE WEIGHTS EXTERIOR POINT OF RE ROOF. 90 AND 90 I? EAVE WEGHT S MEASURED FROM TWE TOP OF TIE FIRST FUSED FLOOR TO TIE SECOND FLOOR EAVE IEIGHT& TOP OF THE ROOF BEAM AT TIE END OF THE BEAM FLOP OF RAS"). W'-6 UY AID 2O-4- R3GWT OF AN ENTRY FFATLRE IS MEASRED FROM TIE FN E14 FLOOR E EVATION 70 TWE LPPER PCRTICN OF ANY BALCONY RAILINGS, DJTC14 GABLE OR OT'U H'ti' TO TOP OF BALCONY PER SUN ARCMTEC1lRAL B-BaENTS. SECTION W263 ACCESORY BDG RECMTS SALE AS -PAL SiRUC7UE E%C8T PAVNG, OECKNG. NO GREATER THAN 4' ABOVE SRPOLNENG FNISWED GREADE ELEVATION LP TO 3 FEET FROM PROPERTY LIE, PROVIDED THET ARE SC2E3hID BY A WALL, FENCE OR WEDGE AT LEAST FOR FEET HIGH F. 8.1( I CIpm4=•,� �� _1.IU �P � Lel�leJ�IT1=1 _ T AD 1EIGI-8", PROPERTY I S840 34' 17" E 160.00' g`0 a p a a b N oa� p Q 0 M3 �a 0 AEC' EOUI 1 —a YARD jMINOR ACCESSORY PROPOSED RESDENCE 5'-0 i 1TIU a nASE NEN Lao oI of i i i m l I I I oA II 1446 Z 0 ACK I I •- Z 30% OF LOT NVID7�1-i FROM RIOEAD f0 Buxl-EAR I l SPREAD 04 BOTH SIDES BUT NO LESS THAN IS-O' I 160'-0" X %' 48' I I I I L-- I ii I I L----- i . r POOL NORTH Q, I SEE ATTACHED SURVEY FOR LEGAL DESCRIPnON 1 I I I I I I I I I I I I I I DRIVEWAY (DESIGNED BY OTHERS) �- �`-�_.--- 12'-0' SIDE YARD A MINOR ' ACCESSORY I ETBACK( I I I ITWOSTORY i II I TI ITY PORTION SETBACK Qf 1 0 r-- rc A4 o T I WATER T!! :—lC 4vC U§ rn 1: 15-6' TOIMECH EQUIP. I 11 I! XTERIOR WEIR �4'-0' I N I I I ! SIDE SETBACK 30% 0� LOT WIDTH ' o I Q� l I I TO= D HEAD SPREAD OVER BOTH SIDES jh%,✓ `••'- �j BUT NO 45S THAN 15'�0 I 160'-0'X 301•48' •' f n2p - 0cl .0 a�atlS�' 0�1� �5� ova ti b� Ja N840 34' 17" W 170.00' WATER GRAPHIC SCALE (FT.) 0 1 2 3 4 5 10 15 20 __J r-J ,R AREA CALCULATION IST FLOOR A/C 4,640 50. FT. M FLOOR A/C AT MAIN HOUSE 2,107 S0. FT, 2NJ FLOOR A/C AT GUEST SUITE 518 50, FT, TOTAL A/C 7,265 SO FT. GARAGE 694 SO. FT. COVERED ENTRY 152 SO. FT. _ COVERED LOGGIA 588 SO. FT. TOTAL NON A/C I,d34 SO. FT. TOTAL 8,699 SO FT. io n ofi Gulfi St am,F� SITE RAWARCHITECTIRE REVIEW D,.-ICl-W —L— M.lApp 4 - D. IPe ROOF PLAN va• • ro• 4'-0' R � b = o b WALL AND PIER cz•ra �I��'1111�I�fIIIIIUIiIIUdIIIIIIUIIIIII��III�III�IIIHIIll�11�9111'III�I�i IIllai��611149111111�111111111111111111� �t�I�II�I�IINN��l�lllQll�l�i�� XISTING PIER TO BE REPAIRED XISTING FENCE ON WALL TO BE REPAIRED XTERIOR LIGHT FIXTURE EXISTING ENTRY GATE ELEVATION ua' • i-p _ � EAVE i-EIGHTS � nd SCLPPER E-EVN 17-0'jj ' ,� TOP OF M 9 ---- ------ ELEV-7-61/7 EAVE HEIGHT- ___ F12STFLOOR ELEV; Sr-0 R EAVE IEIG-Ra o 0 0 FIRST FLOOR p Q W WAS LEADER m ;p XTERIOR LI(,�I FIXTURE —LOLGARAGE DOOR DEEATIVE SUJFTE-EV: 0'-0' 0.50'NAVD OIL \ TOP �OF REF. NORTHEAST / FRONT ELEVATION va'•ro ELEVN 0'-0'�S µ. " 0.50' NAVDI MAN-]- - TOP OF REF. SLAB NORTHWEST / RIGHT SIDE ELEVATION i)� , TMMIt flj �: il.f stream, FL stream. F, Project Number: 21144 ;Vlk; 41 log r�l -tic� --d'_ r •'!��„ - 4l A4.2 4, �--F- .EXISTING TREE PLAN SCALE op- R to T a3 Ln C,3 PROJECT Ll -I�oS 1 IerR�Fi1 I�O�G'<✓ -- �Lo -JFi'�li - 3 a FEKIyTttil!'�7k��"j� Q 3 Q d O Q z t�i`I.'4 — i4�f -c v �-�,O . LANDSCAPE PLAN If3ula�.IG�.i •moo urk; a (�� 6 r-I l I �Vo I W5 �U�f�+N7��r� Brio 't_beH.IIN� Cs�ouN(i c�z(�o7 1 i 1 Fn.l 1t1G pfC1Y, -12°Coo) 0 9 10 40 ® ECFIVED T 27 20321 Tow of Gulf Stream, FL N U cd •rl cd •7 N s~ .> cd Q�C7 PROJECT #I4 0 0/oval L2 --- z3 - 4ol'o; Grwo -m w, 6, L, �tlti�M' TREE PLANTING DETAIL dg) a.41 wum�a�dr.Nwto �.vtra gurac r2 SHRUB DETAIL yI r� '�m,.++cl�r•ccn.rr I.R set . <�c,". 4� CABBAGE PALM DETAIL lry. \ I L \1�11 f. %IaluK 4Y:n�k°9ftnr qu+aS. iivd Ty.v®f,�.-ser,TaCNaI. rzN4rgurt- I�b4k � R \ 3 5 rot � 4aWcoF 1 PALM PLANTING DETAILS i PLANT LIST BOTANICALNAME COMMONNAME SPECIFICATIONS QUAN Phoenix cmeriensis 'Cam y Island Date Palm' 12' c.t............ .........I I Sabel palmetto 'Cabbage Palm' 12' c.t. lxrot left on trmilm............... 12 Phoenix sylvesms 'Sylvienis Dme Palm' 14'c.t..........I-- .......................8 Ptycbospetma elegm 'Al --der Palm' 8'grey wood.................................4 Veitchiammmry lgoenva 'MontgoeryPatin' m +/-10'gny wood. Steggerhgt's.........6 m Coomaeo 'Coconut Pd., curved boots, heights on plan...... ...... 9 C000loba unit 'Scagmpe' Whip. multi tnm8ed......................a ©eeo^•TP daipiem 'lap-Blue-ty 14'cove meow ...........................-2 Nerimn ol-ler Olemtder' std. 6'x4' ml......... ..................... ..I Ligvstrum jeponicmn `Ligus ' 8'x10'Std....................................5 BouganW lea glabm 'Bortgmvi0ea' 5' etd. fi-i...... .....9 Clm(a gto ifen 'Smell LufClusie' bilge, 5' hgt 30 sl, .... ....73 Pods mamophyBum 'Podnmrpu' 5' h9L hedge .... ..... 16 Podocmpw mamophyllum 'Podomrpm" SIX, 36" hdge .. .270 Elaeomgms deciptons 'JapBlueberry' ,6'bgt .. _._.5 Elaeocerpus dmpiem 'J".-Blueberry' tomnese 5'hgt ..... .....3 Ilbiwm rose smeeeis Hibi-' std 6' hgt -2 Gardmajasminoidles 'Gmdmie' -Mimi Suprane' std 25 gil. 4' bg - ..2 Nenue, olmnder'petite ' 'DvarfOlmnder' 3gl.18"hgt .............................. 170 Pitlospotum mbue'vm"Vmegatd Piposponee 3 giL 16 16 .....437 Philodendron Congo 7 gel. 42 ..... .......12 Philodmdm Bml Marx' 3 0 16' 16 ... ....85 Bouganvillm gl ibre 'Boup illes' vim 10' hailers, attach b coconut pdm.2 Z- futf atta 'C dbmrd Palm' 7 gel. 30' x30 ...................... 32 Fir. rni-rp' G 'reen lslmd Fit., 3Red12"x12" 12".- .1197 T l �I 180 helospermmn aveeemn'mioma"lavonc minimagel. gmimdmver. ...10 0 LANDSCAPE PLAN CONFORMS TO GULFSTREAM CODE SECTION 6&1 "OPEN FRONT LAWN" NOTES: 1. ALL LANDSCAPING AND SPECIFICATIONS SHALL MEET OR EXCEED THE NM40AUM REQUIREb1IIJTS AS PROVIDED IN THE PLANT LIST AND THE TOWN OF GULFSTREAM LANDSCAPE CODE 2. ALL PLANTING MATERIAL SHALL MEET OR EXCEED FLORIDA GRADE NI AS SPECIFIED IN`GRADES AND STANDARDS FOR NURSERY PLANTS', AND PART 2'PALMS AND TREES', CURRENT EDITION. TREES TO BE INSTALLED SHALL NOT BE TIPPED, TOPPED, OR SHAPED PRIOR TO INSTALLATION. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY OR ALL FACILITIES DAMAGED AND IS TO COORDINATE WITH ALL OTHER CONTRACTORS ON SITE. 4. PLANTING SOIL IS TO BE WEED FREE MIXTURE OF MUCK AND SAND (30/70) WITH 50 LBS OF MILORGANITE PER 6 CU. YDS. 5. APPLY 3"'GOLD' CYPRESS MULCH AROUND ALL PLANTS WITHIN 2 DAYS. 6. ALL SODDED AREAS ARE TO BE COVERED WITH 'EMPIRE ZOYSIA' SOD, EXCEPT WHERE NOTED. SOD TO HAVE GOOD COMPACT GROWTH AND ROOT SYSTEM LAY WITH TIGHT JOINTS. 7. GUYING/ STAKING PRACTICES SHALLNOT PERMIT NAILS, SCREWS, WIRES, ETC... TO PENETRATE OUTER SURFACES OF TREES, PALMS, OR OTHER PLANT MATERIAL. TREES, PALMS, AND PLANT MATERIAL REJECTED DUE TO THIS PRACTICE SHALL BE REPLACED WITH THE INSPECTOR ON SITE. B. BURLAP MATERIAL, WIRE CAGES, PLASTIC CANVAS STRAPS, ETC... MUST BE CUT AND REMOVED FROM THE TOP ONE HALF DEPTH OF THE ROOT BALL. TREES AND SHRUBS GROWN IN GROW BAGS OR GROW BAG TYPE MATERIAL MUST HAVE SUCH MATERIAL REMOVED ENTIRELY PRIOR TO PLANTING THE TREE OR SHRUB. 9. ALL PLANT MATERIAL SHALL BE FREE OF PESTS, INSECTS, DISEASE, WEEDS, ETC... 10. ALL PLANT MATERIAL SHALL BE PLANTED AT THE PROPER DEPTH AS ORIGINALLY GROWN AND/ OR SO THE TOP OF THE ROOT BALL IS FLUSH OR SLIGHTLY ABOVE FINISHED GRADE IMMEDIATELY AFTER PLANTING. ALL TREES SHOULD PROVIDE TRUNK TAPER WHEN PROPERLY PLANTED AT THE CORRECT PLANTING DEPTH. 11. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF PLANTING TO ELIMINATE AIR POCKETS IN THE ROOT ZONE AREA. 12. TREES AND PALMS ARE TO BE STAKED AS NECESSARY AND IN A GOOD WORKMANLIKE MANNER WITH NO NAIL STAKING PERMITTED I3. LANDSCAPING SHALL BE PLACED TO EDGE OF ABUTTING STREETS OR OTHER LANDS. 14. SITE DISTANCE CONCERNS MUST BE MAINTAINED FOR CLEAR SITE VISIBMITYFROM THIRTY INCHES TO SEVENTY-TWO INCHES, TREE TRUN'KE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF ROOT BALL PLANTED AT PROPER ELEVATION. j 15. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEARED OF ALL DEBRIS, SUPERFLUOUSE MATERIALS, AND EQUIPMENT CAUSED BY THIS PERMIT TO THE SATISFACTION OF THE INSPECTOR 16. SEE PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. 17. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC UNDERGROUNDIRRIGATION SYSTEM, AS SHOWN ON PLANS. SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED, THERE SHALL BE NO OVERSPRAY ON SIDEWALKS OR ON ROADWAYS. SYSTEM TO PROVIDE 100%COVERAGE. 18. ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SHALL BE REMOVED FROM THE PLANTING AREAS AND REPLACED WATT 50150 MIX FILL SOIL OR AS PER SPECIFICATIONS. 19 THE LANDSCAPE ARCHITECT AND THE TOWN OF GULFSTREAM SHALL BE INFORMED OF ANY CHANGES FOR APPROVAL IN PLANT MATERIAL PRIOR TO INSTALLATION. 20. ALL LANDSCAPE MATERIAL SHALL BE FERTILIZED UPON INSTALLATION. 21. THE LANDSCAPE CONTRACTOR SHALL CONTACT 71M COUNTY, CITY, ANDJ OR UTILITY COMPANIES TO LOCATE ALL UNDERGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING. THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNDERGROUND UTILITIES AND/ OR CONSTRUCTION CAUSED AT NO COST TO THE OWNER. 22. ALL PLANT MATERIAL SHALL BE GUARANI® FOR A PERIOD OF 12 MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION. 23. IN ADDITION TO THESE REQUIREMENTS, ALL LOCAL LANDSCAPE CODES SHALL BE MET IN ORDER TO SATISFY THE REVIEW AND APPROVAL OF THE GOVERNING MUNICPALITY. 24. COOORDINATE WITH ALL TRADES, ESPECIALLY THE IRRIGATION CONTRACTOR 25. ALL TREES PLANTED WITHN 10' OF AN UNDERGROUND UTILITY EASEMENT WILL BE PROVIDED WITH APPROVED ROOT BARRIERS. 26. ALL PLANT MATERIAL SHALL BE SUBLECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHTTECTAT PLACE OF GROWTH AND UPON DELIVERY FOR CONFORMITY TO SPECIFICATION. 27. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND SHALL CONFORM TO MEASUREMENTS SPECIFIES. 28. ALL PLANTING SHALL BE INSTALLED WITH FERTILIZER AT TIME OF PLANTING. 29. ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL- CODES. 30. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE FINAL LEVEE. OF BOTH SURFACES SHOULD BE EVEN. 31. ALL SODDED AREAS TO HA VE A MINIMUM OF 2" OF PLANTING SOIL. 32 ONLY BIODEGRADABLE MATERIAL CAN BE ATTACHED TO THE TRUNKSOFTREES. 33. ALL D ROCK ANY UNNATURAL MATERIAL SHALL BE M0VE OVB RED FROM ALL LANDSCAPE AREAS AND REPLACED WITH GOOD PLANTING SOIL. 34. MECHANICAL EQUIPMENT MOUNTED ON OR NEAR GROUND LEVEL SHALL BE SCREENED FROM ADJACENT BUILDINGS WITH DENSE CONTINUOUS HEDGE. 35. PLANTING USED AS SCREENING OF ANY GROUND MECHANICAL EQUIPMENT SHALL BE MAINTAINED AT LEAST 6" ABOVEEQUIFMENT TO BE SCREENED. . 36. THE SPECIFICATIONS OF PLANT MATERIALS ARE AS FOLLOWS: SPREAD- INDICATES THE AVERAGE SPREAD TO THE MIDPOINT OF THE PLANT. HEIGHT- INDICATES THE OVERALL HEIGHT FROM THE TOP OF THE ROOT BALL TO TIM MIDPOINT OF THE GROWTH, CLEAR TRUNK- INDICATES THE MEASUREMENT FROM THE TOP OF THE ROOT BALL TO THE FIRST BRANCHING. CLEAR FOOT OF WOOD - INDICATES THE MEASUREMENT ON PALMS FROM THE TOP OF THE ROOT BALL TO THE TOP OF SOLID TRUNK BEFORE THE START OF THE FRONDS. 37. ALL TREES 1 12" INCHES IN CALIPER AND GREATER SHALL BE PROPERLY GUYED AND STAKED AT THE TIME OF PLANTING. 38. THE LOCATIONS OF PLANTS, AS SHOWN ON THESE DOCUMENTS, ARE APPROXIMATE UNLESS DIMENSIONED SPECIFICALLY. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORSEEN FIELD LOCATIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, TO AVOID CREATING UNSAFE SIGHT CONDITIONS, OR AS OTHERWISE DIRECTED BY OR APPROVED BY THE LANDSCAPE ARCHITECT, 39. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY. R E0,FI ED OCT 27 20 n Gulf Stream, FL v ^, W (� t� 0 ,T ce cd 0 PROJECT +I440 ID/oV21 L3 b-goo-4az-sno ELEVATION FROM ROADWAY ELEVATION FROM DRIVEWAY L 0 0 27 I OW of Gulf Stream, FL U b cC3 Q 00 0on0 C7 PROTECT +440 I oiol.'�.I L4 IATRACOASTAL WATERWAY€ (P.B. 24, PG 7J• P.BC.R) I' � II0 I Q I 3.50 0 I Q kWa T W fe] 7.0o RAKE ALL N o pa. z Ira. Q I �}Vry V.ii � fAl 3.00 fi 20� W g 7.00 2' WATER SERNCI� - D-16 0 ,N O ■ �� - - 7.10 NAVD _ - - _ _ - 69 LF Ir ADS N-12 _ - - _ - - !1 W - - . +•, D-14 - - _ '33 fT TWO _S70RY FRONf SE7gpCK_ 7.10 NAVD SETBACK- ' I 475 475 J a GARAGE FLOOR I Ii I VARIES 7.00 TO 7.17 I n I I I( a. I I 4.751 L_- I J Ig I 475 I 6 LF 5" I N I ADS N-14.75 i Iz 6' S N-12 � ICI I D I� I� I J1� 4.]5 I 7 LF ROOF /5,y6 1 S N-12 (TYPICAL) 5.9Y I •�'♦ 5.70 I DR + FIR PIT Aw i I ➢21 5 12 IsEWER_ 5 N-6' I SIERNCE ws N1 5.70 i I 3S , BS N-12 MNGIB FAMQY 4.75 'AM D-13 mM 450 o-e � 7.50 xAw (FIIB'.D( FLOOR) 7.33 MIWD (TOP OF SLAB) 4.75 21 7..10 -1 I I I I I 7 - 5 70 SWIMMING POOL a I I I 7 Asti, 7 I I 6 LF 6" I ] � o-e ADS N-1z RDDF DowNHsalr 1 ' RR i (TYPICAL) ^In I I- I OUIP I 7.10 I NA I I 1 MA 23 I SHELF �~ .�-AguCl� 1 I I I S N-12 �LO� D-9 ■ 4.75 I I 11 LF - I I I S N-16'2� � 7 -_-- - - -7 - SPA _ f�,�I I I L--- _ ��Aiii --___-- _ T <#___ - ___ I yI ---J SITE DATA OWNER JAMES R. JR & NADIA DAVIS 588 BANYAN ROAD DELRAY BEACH, FL 33483 ENGINEER 5CHULKE, BRTLE & STODDARD LLC C/0 WILLIAM P SMODDARD Ph. D., P.E. 1717INDIAN RIVER BLVD SUITE 201 VERO BEACH, FL 32960 (772) 770-9622 SURVEYOR AVIROM & ASSOCIATES, INC 50 S.W. 2ND AVENUE, SUITE 102 BOCA RATON, R. 33432 C5611392-2594 SITE ADDRESS 588 BANYAN ROAD TOWN OF GULF STREAM PARCEL ID* 20-43_46 03.02-000-NIO FLOOD MAP 12099CD981 F DATED 1D/5/2017 ROOD ZONE AE-6' IS- 00Lx DRAINAGE CALCULATIONS DESIGN STORM E- 1' INSTANTANEOUS STORM OVER ENTINE SITE VOLUME OF RENTMTKKV RECKHREO = 0 X 1 HR CU INTEAREa I=t WMR RUNOFF UEFFICIENi C=10(1MPERVKKIS)G02(PERVXJUS) VrEST BASIN Z3 IMPEWKKIS=]012 SF PEWIOU 756E SF VOLUME= ID.012 SERI ON(]WWX0. 2)1] I11— INST)�(t HF)=]tt6 V EAST BASIN IMPEFVXXIS=6.115SF PEWIW5=9,RES SF VOLUME=HE 11 )001`(9805 SFXO.2)] F II INMR/121NFT)r I1 HR)=6]i»_CF TO RETAINTHE REWIRED -ME, THE RUNOFF FROM THE SITE IMPRCNEMENTS (p,B. S2Na anSN UNBE GATHERm ANDDIR EDINTOTHESTORNWATERMANAGEMENTSYSTEM. WHICH IS WE3 MPRt6ED OF 2 FLLTAL TRATION TRENCHES. THE TOLENGTH OF .0R) EXFATRATION TRENCH WAS CALCULATED USING SFWMD METHODOLOGY PLEASE NOTE. THE SFWMD FORMULA INCORPORATES A FACTOR OF SAFETY OF 2 HYDRAULICCONOUCTNITY PER TIE- SURVEY OF PALM BEACH CCINTY'. THE SOILS ON THE SHE IN THEVICNRY OF THE TRENCHES. HAVE THE FCLLCNANG APPROXIMAIE CONEOCTNRY AND VATER TABLE ELEVATION K=3 0`10-0CFS5F+T HEAD OR 26 FT,IlAY EXISTING UFT WATER TABLE ELEVATION - t 50- WESTOLFO.TRATIONTIFENCHDESIGN STATION ASSEMBLY TO REMAIN v=30i Cc=o2oAGw 1.104 CF55F+T HEAD 41 OA.3 REWIRED L-18 M LF PROVIDEDL=2 LF TOTAL VOLUME PROVIDED- M CF> 711 CF EAST EXFILTRATION TRENCH CEEIGN v1 =674CF-0.19AGw = CF55F-FT Y1 04 HEAD =4.6 9 POLO COVE (PRIVATE) 17� 3t (P.B 24. PG. 7J, P.B.C.R.) REWIRE➢ L= 15.26F PROVIDED L-2000 LF TOTAL VOLUME PROVIDED= M OF a 674 CF 7.10o-lz B' D-1 ��1- %E 2 B" ADS11LF N-12 a50 7 12" ADS -12 ITDO 6 6" i0 5 Ap5 2 20 F 3 FT 3 FT 12' WIN. R EX LTATION TR H T W/ 2" PERF AD ST I 30 RFAR SETBACK _ - I 425 I- 7 16 Li fi'�SlN7Y- 4.110 121 '- - - - 6 LF 6" EOUIP _------ _�I1_ ADS N-12 6 LF 6' NAVD 20 FrPOOL SETBgCK _ �� ADS N-12 4 LF 8'4D N-1-m----��M 0 - --- 0 PG I R) 0 INLET (PR)VATE) (PE 24, PG. 73, P.B.C.R.) m U g9 rt RT^ INDEX NO TYPE D-3 in 43 North GRAPHIC SCALE ( IN FEET ) 1 ch = 30 Ti DRAINAGE STRUCTURES ➢-1 ADS LINE DUN W/12N STANDARD GRATE D-6 W/6!D YE GRATEUNE R 0-1{ INSTANDUNE U TOP - 3.00' NAw TOP - 6.80' Now WIT GRATE TOP - TAN NAw 5 INV . 1.DD• ruw w IW . 4sr NAND W IW - 1.0D' NAw D 2 N UNE Mw0/012 Iµ�D G EDUNE D-9 IN UNE DUN O DRAM BASIN 0-IS TOP - sso' NAw N 1. - J.10' M. WNYUDP E GRATE TOP . 6.60' ruw W"LOP SOLID TOP - B..' MAYO E--2.50' NAw E INV - 3.31' RAW W/ BAFTIE w IW - a.ze' NI- S INV - 4.28' NAro SM-3.00• RAw N DN . 1.26' NAw TOP OF WEIR . 4.50' NAro D-y W/12 ANDARD GRAZE ASIND l0 ro P STNIWRD GUTE Tw D-IB DRAI TOP - 5.90' MAW N IW - 4.05' NAND W/TRMTC BEARING GRATE TOP - 3.50' NAw N IW - 2.SO' NAw E wV . 3.47' RAW E pNY - 1.SO' NAw S B F 3.4&' NAw W/ BAFFLE 0-tl NYIDPlASt DRAIN BOBBIN ADS IN LINE DUN o-17 NYIAP'AST DRAIN BASIN W/12 STANDARD GRATE W/12 STANDARD CRATE TOP - 3.0.2 NAro D'4 W/12' STANgo,DARD CRATE TOP . 460' HAND W IW - 1.28' ruw ME-5.3.7' MO N IW - 3.70' NAw W IW - 2.80' NAw N INV - 1.40' NAw NYLOPLAST DRAIN BASIN SE BN - 3.70' RAW W/ BAFFLE D-I6 W/12- SOW CAP D-5 ADS IN LINE DRAIN D-12 -LAST DRAIN -IN TOP - 5.00' RAW W- 2.10' AW W/B' DOME GRATE W/12 STANDARD SRAM E E Pn - 1.25' MAro Top'; 6.80' NAw NW IW - 5.a4 NAw roP - 5.W' MAND S IW - 1.10' MAW w W- 1J0' MAW TOP OF WEIR - ].10' NAw ➢-6 ADS IN E DRAIN N 2.50' HAW DOME GRAZE W/ BAFFLE F TOP TOP - 1.5 W - S.S N IJ' NANlro w ➢_ly WDRAIN BASIN W/Pa- SGAP 3' TRENCH DUN 4OLI.7 TO➢-7 NABD SEE WIDECAPE FOR SPECIFICATIONS WWW - 2.50'• NAro 5 Iw - 2.25' NAND AAAT { TOP - EBB Aw INV 475' RA � R F T o c T 2 Iy 21 4\ '-RE SCREEN FOR RODENTS (0P110NAL) SCHEDULE 80 Pw ' BEND (SCH 80 PVC) 7,�6' DIARVC . TO DRAGE PLAN) s / GRATETOMATCHEASINOD bI fFOOM rd4NW�E0x�inwrcmnL»M Iw�A�w[E'Mx PPR'.lrl� _ ADAPTER ANKLES VARIABLE OL 0' 360• ACCORDING TO PVwS W FAN1eNFBWIR VPAIPBLE SHARP DEPTH U n Z Q D_ W I� LIi YIN�� `ADS N-12 ACCOROINGTOPL/N6 W� SEE NOTE i2 SLOPE (6•MIN 21'.'C.N ON D' CD cf) 612'RAN ON W ,� `F�F DOWNSPOUT COLLECTOR DETAIL BASEDONMANLIFACTURINGREG) d 9G, 3-D- TRENCH WIDTH I WASHED BALLAST NT' 3 E)(FILTRA7ION TRENCH DETAIL \RACK (MIN 5OX ppN ON g•.24• .IS wIDS) 6 MINSTOREOR CN 30'0 .' DRAIN BASIN IN LINE DRAIN uL BE DNusIEO STONE OR OTHER uATERVI uEETI" NE NEOwN�FMAENT6 o<aA65I. TOP SOL� GRATEICOVER TOPSOIL M C-R4TFROVER B. 1 �MIFO IN NO, -HILL SHNUB�ERV4m L O 1�NYLOPIAST DRAIN BASIN WITH DOME GRATE rAnlu2]n DnH�NrDIwurlNAcc v NTR DS d'MIN ON B'-2d' STCHE ORO.CE GBANVUN MAT -MEETING = •� -= 6'MIN ON 30'OF NEEPOI S,H IwPNeST�r cITH mTR MTE NriA „ OPULST DRAINS WSTAN+DARD GR-ATE in K ❑NGSEPN W PAM)E R. NEG. MR, - ❑.MDAH B.BRRE I BOB. IM X❑■UTAY F SIOWAID R REO M0. 5]605 DATE 10/22/2021 SHEET C1 PPONECT NO 21-198 �DRRMs19ANa BY W.t.I.A{4n LOT I AND PORTION Of LOTS 2 & (Pt? 24, PO, 23, INLET (PRNATE) (PR 24. PC. 73, P.B.C.R.) rP-a'z.� o. n. o.eoAl .NT COASTAL WATERWAY (PB 24. PC. 73, P.B.C.R.) m� -- ro(Mm�R vas) A� m€ POLO COVE (PRIVATE) (P.R 24, PC. 73, P.B.C.R) ` .© SU — Single Unit Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock —to —lock time Curb to Curb Turning Radius FPL. TRANSFORMER O 0 BANYAN ROAD roe a,, a n, aa R.I Z 7 GRAPHIC SCALE ( IN nXT ) 1 inch - 10 R 30.000ft 8.000ft 1 1.881 ft 1 .367ft 8.000ft 5.00s 42.000ft SU -Single knit Town of Gulf Stream, FL DS ❑ JO¢PN a. SSN41E R RfG XO TNS ❑mw a erne R AC. Ne. 3)l36 I`{31 P. SlmoNq R R1c. Me. ST603 mmio/22/2021 II C3 1 PPO,ffOT NO 21-198 o«uaq«e by: �J C O=) N r' C!> O O t— r— I ) � C I 1 I I ) 1 i I I i I A PORTION OF I 1so" I LOT 3 15o" I 0 20 40 I 1 (O.R.B.B32645 p 73, P.B.C,R.) TREE LEGEND BANYAN BLACK OLNE PALM SCHEFFLERA I UMBRELLA OSEA GRAPE • UNKNOWN SPECIES 011 DENOTES 12' DIAMETER TRUNK (TYPICAL) (UNLESS NOTED) i c eat. PB.cR.) i QIzE Q j SURVEYOR'S REPORT: GRAPHIC SCALE IN FEET I I ! C o - a. LOT 1"-20' I I o a- I i I Z.vov I 2. NOTE I I� I Qlm �m IA (, 5' BUtK ELEVATIONS SHOWN HEREON I (_ a o_ a. � �a (P.B. pq pCH �D LINE 3 ARE BASED ON THE NORTH I�--�-_—�584;34 "17E I t� P,B.C.R) AMERICAN VERTICAL DATUM OF 1988I---'---_— (NAVD 1988) 10.00" o 10. DOr S84 34 "17 E 4. o l WEST LINE OF� "'� I W m 00, — 5. 10 I V I o 1 REMAINDER OF BANYAN R04D III Q I oil s. I LOT 2 F.P.L RAAr"ORMa I j 01 f� hyrw _ 1 y 3s kl AU I . / � ca zrgr I '1 m Q 42 3 ti .J ary O m " m U a o a ti Z vW�� C az Q, v 42cO, nOo �APA4F NOT _V (FALLS y/ WA 1Ep) uh LOT 2 A 9. 10. 12. 13. SYMBOLLEGEND 0 BENCHMARK 0 SPIGOT ® CLEAN OUT a STEEL TREE BRACE -11111- • CONCRETE UTILITY POLE WITH LIGHT aD UNKNOWN UILRY SERVICE BOX ELECTRIC OUTLET 0 WATER METER m ELECTRIC SERVICE BOX Cg\\ ® WET WELL (SANITARY SEWER) EXISTING ELEVATION • WOOD PILE Cc1 GAS VALVE i woo0 POLE WITH LIGHT o- METAL LIGHT POLE YARD DRAIN III] POLE WITH SECURITY CAMERA YARD LIGHT 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 mop or report by other than the signing party is prohibited without written consent of the signing party. 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 mode by the Surveyor. The land description shown hereon is in accord with lands described in Warranty Deed recorded in Official Records Book 30163, Page 599 of the Public Records of Palm Beach County, Florida, and Resolution No. 20-13 of the Town of Gulf Stream, Florida, vacating and abandoning a portion of Banyan Road right-of-way, as recorded in Official Records Book 32128, Page 939, of the Public Records of Palm Beach County Florida. No underground improvements were located. Bearings, distances and/or angles shown hereon are in accord with the plat and/or deed of record and agree with the survey measurements, unless otherwise noted. Bearings ore based on the West line of Lot 1 having a bearing of N0525'43"E. The property described hereon lies within Flood Zone AE (EL 6). as shown on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Number 12099CO981F, Community Number 125109, dated 10/05/2017. Elevations indicated hereon are in feet and decimals, relative to the North American Vertical Datum of 1988 (NAVD 1988), established by GPS and certified to 0 4 centimeter accuracy relative to National Geodetic Survey Benchmark Designation "Q 315" PID AD2706, Elevation = 14.05 feet (NAVD 1988). 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. This map is intended to be displayed at a scale of 1:240 (1"=20'). Units of measurement are in U.S. Survey Feet and decimal parts thereof. Well identified features in this survey were field measured to a horizontal positional accuracy of 0.10'. The species of trees as shown hereon were identified to the best of knowledge and ability of the surveyor, without the benefit of an orborist or biologist. It is the responsibility of the end user to verify the identity of the species. Property Address: 588 Banyan Road, Delray Beach, Florida. Abbreviation Legend: A/C = Air conditioner; B.M. = Benchmark; C = Calculated; CL = Centerline; C.L.F. = Chain link Fence; CONC. = Concrete; EL. = Elevation; EQUIP. = Equipment; F.B. = Field Book; F.F. = Finished Floor, F.P.L. = Florida Power & Light Company, GEN. = Generator; ID. = Identification; L.B. = Licensed Business; M = Measured; NAVD = North American Vertical Datum; O.R.B. = Official Records Book; O.S.O. = O'Brien Suiter & O'Brien; OW = Overhead Wires; P.B. = Plot Book; P.B.C.R. = Palm Beach County Records; P.I. = Point of Intersection; P.L.S. = Professional Land Surveyor; P.O.B. = Point of Beginning; P.O.C. = Point of Commencement; W/CAP = With Surveyors Cap. LAND DESCRIPTION: Lot 1 and the South 50 feet of Lots 2 and 2A POLO COVE, according to the Plat thereof as recorded in Plat Book 24. Page 73, of the Public Records of Palm Beach County, Florida. TOGETHER WITH: A portion of Banyan Road as platted in the Plat of POLO COVE, according to the Plat thereof recorded in Plat Book 24, Page 73 of the Public Records of Palm Beach County Florida, said portion of Banyan Road described as follows: COMMENCING at the Northwest of Lot 1 in the Plot of POLO COVE; thence South 84'34'17" East along the North line of said Lot 1, a distance of 110.00 feet to the Southwest corner of Banyan Road and the POINT OF BEGINNING; Thence North 05'25'43" East along the West line of Banyan Road, a distance of 50.00 feet; thence South 84'34'17" East a distance of 50.00 feet to a point on the East line of Banyan Rood; thence South 05'25'43" West along the East line of Banyan Road, a distance of 50.00 feet to the Southeast corner of Banyan Road, and also a point on the North line of Lot 1; thence North 84'34'17" West along the North line of Lot 1, a distance of 50.00 feet to the POINT OF BEGINNING. Said lands situate in the City of Delray Beach, Palm Beach County, Florida and containing 30,600 square feet (0.7025 acres) more or less. CERTIFICATION: 1 HEREBY CERTIFY that the attached Boundary Survey of the hereon described property is true and correct to the best of my knowledge and belief as surveyed in the field under my direction. I FURTHER CERTIFY that this Boundary Survey meets the Standards of Practice set forth in Chapter 5J-17, Florida Administrative Code, pursuant to Chapter 472, Florida Statutes. ^� N N a Do m LL 0 N �1 N Oj LLi a DAVID ERIC BREAUX, Jr, P.LS. w N Florida Registration No. 5957 u Y AVIROM & ASSOCIATES, INC. m ¢ w w LB. Na. 3300 0 U) 0 m 0 m co Date: /D /// /Z/ U Z € iy>i Q 4 o Ht Q CL Mco K o O��oQw>8 ') -a g Q (D Uw:, y A _ > e a Q2� ma@ O N�rn >ta Q ^ Y' Q (1) hOFF P�Es 0 m Q z N as 0 0�//itl Q CV 06 C14 jof � H cU L) o = jLu <OR co N o C2 Z Ur-1-�o <Q Q O LL E j WQ Cc) H 0 'J a 'i v a(=7N �� O tL a � to06 a n r 0 J TOWN OF GULF STREAM BALANCE SHEET & CASH & BUDGET REPORT Unaudited As of November 30, 2021 .�X • C . I • Town of Gulf Stream Balance Sheet November 30, 2021 General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Assets Cash - Oper Account $62,861.04 $0.00 $0.00 $0.00 $0.00 Cash - P/R Account $7,370.35 $0,00 $0.00 $0.00 $0.00 Cash - Operating MMA $7,496,411.76 $0.00 $0.00 $0.00 $0.00 Cash - Flagler Bank CD $278,776.28 $0.00 $0.00 $0.00 $0.00 Cash-ARPA Grant $205.53 $0.00 $0.00 $0.00 $0.00 Seacoast National Bank CD $289,994.03 $0.00 $0.00 $0.00 $0.00 Synovus (Florida Community Bank) CD $251,450.50 $0.00 $0.00 $0.00 $0.00 BankUnited CD $3,283.11 $0.00 $0.00 $0.00 $0.00 Cash-ARPA Federal Grant $246,671.00 $0.00 $0.00 $0.00 $0.00 Cash - Petty Cash $200.00 $0.00 $0.00 $0.00 $0.00 Accounts Receivable - Garbage $9,103.74 $0.00 $0.00 $0.00 $0.00 Miscellaneous Receivable ($408.35) $0.00 $0.00 $0.00 $0.00 Gen Fund Due From Other Fund $191,556.76 $0.00 $0.00 $0.00 $0.00 Inventories $6,033.33 $0.00 $0.00 $0.00 $0.00 Prepaid Other $5,788.08 $0.00 $0.00 $0.00 $0.00 Penny Sales Tax MMA $0.00 $0.00 $0.00 $188,522.17 $0.00 Underground Proj Pymt Fund - Checking $0.00 $0.00 $24,979.16 $0.00 $0.00 Cash - Suntrust MMA $0.00 $0.00 $5,144.03 $0.00 $0.00 Assessment Receivable $0.00 $0.00 $231,424.83 $0.00 $0.00 Delinq. Assessment Recievable $0.00 $0.00 $0.04 $0.00 $0.00 Cash-Flagler Bank Water Utility Savings $0.00 $1,851,142.27 $0.00 $0.00 $0.00 Accounts Receivable - Water $0.00 ($22,420.49) $0.00 $0.00 $0.00 Accounts Receivable - unbilled $0.00 $8,136.00 $0.00 $0.00 $0.00 Accounts Receivable - Reserves $0.00 $4,107.97 $0.00 $0.00 $0.00 Admin/Late Fee Revenue $0.00 ($3,025.58) $0.00 $0.00 $0.00 Accounts Receivable-Backflow Preventer Test $0.00 $2,845.00 $0.00 $0.00 $0.00 Less: Allowance - Water $0.00 $25,000.00 $0.00 $0.00 $0.00 Improvements Other Than Bldg. $0.00 $2,658,921.72 $0.00 $0.00 $0.00 Accum. Deprec.-Imp Other Bld $0.00 ($1,160,436.92) $0.00 $0.00 $0.00 Equipment and Furniture $0.00 $200,721.86 $0.00 $0.00 $0.00 Accumulated Depr - Equip/ Fum $0.00 ($95,208.44) $0.00 $0.00 $0.00 -2- General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Consfruction in Process HRA Custodial Fund Account Total Assets Liabilities and Fund Balance Liabilities Accounts Payable Accrued Wages Payable Accrued Compensated Absences Accrued Retirement Payable FICA Taxes Payable ICMA 401 8% Retirement Deduct Other Insurance Deductions Deposit:Damage Bond/Plans Deferred Revenue Accounts Payable Other Funds Due to General Fund Water Accrued Wages Payable Accrued Compensated Absences Water Accrued Retirement Payable Water FICA Taxes Payable Deferred Revenue HRA Liability Total Liabilities Fund Balance Reserve for Dredging Fund Balance Fund Balance Fund Balance Retained Earnings - Unreserved Retained Earnings - Reserved R/E Reserved For D/S and R & R Total Fund Balance $0.00 $600,512.20 $0.00 $0.00 $0.00 $0.00 $8,849,297.16 $4,020,295.59 $261,548.06 ($16,580.18) $0.00 $23,034.54 $0.00 $0.48 $0.00 $4,741.01 $0.00 $1,733.69 $0.00 $327,831.66 $0.00 ($348.21) $0.00 $90,000.00 $0.00 $0.00 $0.00 $0.00 $20,551.63 $0.00 $191,556.76 $0.00 $814.21 $0.00 $1,095.45 $0.00 ($7,128.86) $0.00 $62.28 $0.00 $4,260.00 $0.00 $0.00 $430,412.99 $211,211.47 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $231,424.83 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $226,561.73 $188,522.17 $226,561.73 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $231,424.83 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $226,561.73 $226,561.73 $17,820.00 $0.00 $0.00 $0.00 $0.00 $8,401,064.17 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $188,522.17 $0.00 $0.00 $0.00 $30,123.23 $0.00 $0.00 $0.00 $3,395,450.98 $0.00 $0.00 $0.00 $0.00 ($124,282.84) $0.00 $0.00 $0.00 $0.00 $537,915.98 $0.00 $0.00 $0.00 $8,418,884.17 $3,809,084.12 $30,123.23 $188,522.17 $0.00 -3- General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Total Liabilities and Fund Balance $8,849,297.16 $4,020,295.59 $261,548.06 $188,522.17 $226,561.73 -4- Revenues Property Taxes Ad Valorem Taxes - Current Early Payment Discount -Ad Valo Interest on Tax Collection Total Property Taxes Fines Judgements and Fines Violations of Local Ordinances Permits Zoning/Code Review Fees Inspection Fee Registrations County Business Tax State & County Local Option Fuel Tax R&S FL Revenue Sharing FL Rev Sharing -Alcoholic Bev Local Government 1/2c Sales Tx Fuel Tax Refund Recycle Revenue Sharing Interest Interest On Investment Franchises Franchise Fees - FPL Franchise Fees - Gas t own of Cult Stream Income Statement General Fund as of November 30, 2021 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget $1,614,963.90 $385,579.00 $1,229,384.90 $1,614,963.90 $4,626,948.00 ($3,011,984.10) $4,626,948.00 ($65,121.28) ($13,916.00) ($51,205.28) ($65,121.28) ($167,000.00) $101,878.72 ($167,000.00) $0.00 $208.00 ($208.00) $0.00 $2,500.00 ($2,500.00) $2,500.00 $1,549,842.62 $371,871.00 $1,177,971.62 $1,549,842.62 $4,462,448.00 ($2,912,605.38) $4,462,448.00 $46.10 $417.00 ($370.90) $84.87 $5,000.00 ($4,915.13) $5,000.00 $0.00 $208.00 ($208.00) $150.00 $2,500.00 ($2,350.00) $2,500.00 $46.10 $625.00 ($578.90) $234.87 $7,500.00 ($7,265.13) $7,500.00 $1,450.00 $7,083.00 ($5,633.00) $9,560.00 $85,000.00 ($75,440.00) $85,000.00 $19,533.00 $25,000.00 ($5,467.00) $19,533.00 $300,000.00 ($280,467.00) $300,000.00 $20,983.00 $32,083.00 ($11,100.00) $29,093.00 $385,000.00 ($355,907.00) $385,000.00 $537.59 $133.00 $404.59 $537.59 $1,600.00 ($1,062.41) $1,600.00 $537.59 $133.00 $404.59 $537.59 $1,600.00 ($1,062.41) $1,600,00 $0.00 $2,833.00 ($2,833.00) $0.00 $34,000.00 ($34,000.00) $34,000.00 $0.00 $1,833.00 ($1,833.00) $0.00 $22,000.00 ($22,000.00) $22,000,00 $0.00 $33.00 ($33.00) $0.00 $400.00 ($400.00) $400.00 $0.00 $6,250.00 ($6,250.00) $0.00 $75,000.00 ($75,000.00) $75,000.00 $0.00 $108.00 ($108.00) $0.00 $1,300.00 ($1,300.00) $1,300.00 $254.34 $8.00 $246.34 $254.34 $100.00 $154.34 $100.00 $254.34 $11,065.00 ($10,810.66) $254.34 $132,800.00 ($132,545.66) $132,800.00 $3,719.00 $5,833.00 ($2,114.00) $7,071.19 $70,000.00 ($62,928.81) $70,000.00 $3,719.00 $5.833.00 ($2,114.00) $7,071.19 $70,000.00 ($62,928.81) $70,000.00 $12,825.04 $11,750.00 $1,075.04 $12,825.04 $141,000.00 ($128,174.96) $141,000.00 $0.00 $417.00 ($417.00) $0.00 $5,000.00 ($5,000.00) $5,000.00 -5- Local Communication Svc Tax Communications Services Tax Garbage Collection Fees Garbage Collection Fee Utility Service Tax Utility Service Tax - Electric Utility Service Tax - Gas Utility Service Tax - Propane Contributions and Donations Contributions - Community Grants Federal Grants - Other Total Grants Other Certification, Copies, Misc Or Clerk's Charges & Fees Other Contractual Agreements Other Miscellaneous Revenue Total Revenues Expenditures Admin & General Executive Salaries Regular Salaries - Admin Contingency - Miscellaneous Overtime- Admin FICA Taxes Retirement Contributions Life and Health Insurance Misc. Prof Svcs.- Building Inspections Misc Prof Svcs - TH Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget $12,825.04 $12,167.00 $658.04 $12,825.04 7146,000.00 ($133,174.96) $146,000.00 $0.00 $5,000.00 ($5,000.00) $0.00 $60,000.00 ($60,000.00) $60,000.00 $0.00 $5,000.00 ($5,000.00) $0.00 $60,000.00 ($60,000.00) $60,000.00 $26,883.70 $13,142.00 $13,741.70 $26,883.70 $157,700.00 ($130,816.30) $157,700.00 $26,883.70 $13,142.00 $13,741.70 $26,883.70 $157,700.00 ($130,816.30) $157,700.00 $18,354.38 $16,667.00 $1,687.38 $18,354.38 $200,000.00 ($181,645.62) $200,000.00 $758.66 $1,083.00 ($324.34) $758.66 $13,000.00 ($12,241.34) $13,000.00 $109.49 $1,083.00 ($973.51) $630.45 $13,000.00 ($12,369.55) $13,000.00 $19,222.53 $18,833.00 $389.53 $19,743.49 $226,000.00 ($206,256.51) $226,000.00 $0.00 $1,000.00 ($1,000.00) $0.00 $12,000.00 ($12,000.00) $12,000.00 $0.00 $1,000.00 ($1,000.00) $0.00 $12,000.00 ($12,000.00) $12,000,00 $0.00 $20,556.00 ($20,556.00) $0.00 $246,671.00 ($246,671.00) $246,671.00 $0.00 $20,556.00 ($20,556.00) $0.00 $246,671.00 ($246,671.00) $246,671.00 $305.00 $208.00 $97.00 $530.00 $2,500.00 ($1,970.00) $2,500.00 $144.87 $83.00 $61.87 $144.87 $1,000.00 ($855.13) $1,000.00 $0.00 $1,250.00 ($1,250.00), $0,00 $15,000.00 ($15,000.00) $15,000.00 $0.00 $42.00 ($42.00) $0.00 $500.00 ($500.00) $500.00 $449.87 $1,583.00 ($1,133.13) $674.87 $19,000.00 ($18,325.13) $19,000.00 $1,634,763.79 $493,891.00 $1,140,872.79 $1,647,160.71 $5,926,719.00 ($4,279,558.29) $5,926,719.00 $10,800.00 $11,700.00 $900.00 $21,517.12 $140,400.00 $118,882.88 $140,400.00 $26,845.34 $36,674.00 $9,828.66 $53,294.42 $440,090.00 $386,795.58 $440,090.00 $0.00 $30,148.00 $30,148.00 $0.00 $361,780.00 $361,780.00 $361,780.00 $76.87 $416.00 $339.13 $204.98 $5,000.00 $4,795.02 $5,000.00 $2,848.24 $3,477.50 $629.26 $5,701.25 $41,730.00 $36,028.75 $41,730.00 $19,954.74 $8,428.00 ($11,526.74) $39,670.67 $101,140.00 $61,469.33 $101,140.00 $5,418.88 $9,526.00 $4,107.12 $27,862.13 $114,317.00 $86,454.87 $114,317.00 $19,533.00 $25,000.00 $5,467.00 $19,533.00 $300,000.00 $280,467.00 $300,000.00 $767.00 $4,167.00 $3,400.00 $7,688.00 $50,000.00 $42,312.00 $50,000.00 -6- Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Accounting and -Auditing Fees $10.00 $1,417.00 $1,407.00 $10.00 $17,000.00 $16,990.00 $17,000.00 Property Trash Removal/ Mowing $0.00 $417.00 $417.00 $1,909.78 $5,000.00 $3,090.22 $5,000.00 Travel and Per Diem - TH $0.00 $583.00 $583.00 $47.60 $7,000.00 $6,952.40 $7,000.00 Communication -TH $856.90 $1,333.00 $476.10 $2,278.10 $16,000.00 $13,721.90 $16,000.00 Postage $0.00 $333.00 $333.00 $15.00 $4,000.00 $3,985.00 $4,000.00 Electric - TH $961.85 $750.00 ($211.85) $1,147.34 $9,000.00 $7,852.66 $9,000.00 Water $3,683.44 $1,667.00 ($2,016.44) $3,739.15 $20,000.00 $16,260.85 $20,000.00 Rental and Lease Expense $404.62 $583.00 $178.38 $414.61 $7,000.00 $6,585.39 $7,000.00 Insurance - Liab/Prop/WC $0.00 $13,847.00 $13,847.00 $106,578.50 $166,168.00 $59,589.50 $166,168.00 Flood Insurance $0.00 $583.00 $583.00 $7,030.00 $7,000.00 ($30.00) $7,000.00 Building Maintenance - TH $722.14 $1,667.00 $944.86 $3,235.37 $20,000.00 $16,764.63 $20,000.00 Lawn Maintenance $400.00 $667.00 $267.00 $1,587.00 $8,000.00 $6,413.00 $8,000.00 Bird Sanctuary Maintenance $0.00 $333.00 $333.00 $2,750.00 $4,000.00 $1,250.00 $4,000.00 Office Eq/Supp/Computer - TH $352.50 $3,333.00 $2,980.50 $1,333.67 $40,000.00 $38,666.33 $40,000.00 Printing and Binding - TH $256.63 $417.00 $160.37 $256.63 $5,000.00 $4,743.37 $5,000.00 Provision for Bad Debt $0.00 $42.00 $42.00 $0.00 $500.00 $500.00 $500.00 Legal Advertisement & Other $0.00 $542.00 $542.00 $0.00 $6,500.00 $6,500.00 $6,500.00 Office Supplies $132.36 $333.00 $200.64 $369.39 $4,000.00 $3,630.61 $4,000.00 Books, Membership, Training - TH ($4.03) $1,250.00 $1,254.03 $4,029.60 $15,000.00 $10,970.40 $15,000.00 Capital Outlay -TH $0.00 $11,041.00 $11,041.00 $0.00 $132,500.00 $132,500.00 $132,500.00 $94,020.48 $170,674.50 $76,654.02 $312,203.31 $2,048,125.00 $1,735,921.69 $2,048,125.00 Fire Fire Control Contract Services $47,960.11 $47,966.00 $5.89 $95,920.22 $575,533.00 $479,612.78 $575,533.00 Misc. Repair and Maintenance $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $47,960.11 $48,049.00 $88.89 $95,920.22 $576,533.00 $480,612.78 $576,533.00 Police Executive Salaries $10,488.44 $11,363.00 $874.56 $20,887.1'9 $136,350.00 $115,462.81 $136,350.00 Regular Salaries - Police Offi $69,150.60 $79,626.00 $10,475.40 $127,992.14 $955,516.00 $827,523.86 $955,516.00 Overtime - Police $1,546.56 $1,250.00 ($296.56) $3,287.54 $15,000.00 $11,712.46 $15,000.00 Incentive Pay $1,044.60 $1,190.00 $145.40 $2,049.20 $14,280.00 $12,230.80 $14,280.00 FICA Taxes $6,290.64 $6,699.00 $408.36 $11,797.57 $80,387.00 $68,589.43 $80,387.00 Retirement Contributions $32,980.31 $16,899.00 ($16,081.31) $64,095.79 $202,793.00 $138,697.21 $202,793.00 Life and Health Insurance $0.00 $0.00 $0.00 $6,000.00 $0.00 ($6,000.00) $0.00 Life and Health Insurance $15,563.60 $20,640.50 $5,076.90 $70,848.87 $247,686.00 $176,837.13 $247,686.00 Misc Prof Svcs - PD $248.50 $2,375.00 $2,126.50 $559.50 $28,500.00 $27,940.50 $28,500.00 Dispatch Service Contract $0.00 $5,196.00 $5,196.00 $62,762.45 $62,351.00 ($411.45) $62,351.00 Travel and Per Diem - PD $0.00 $150.00 $150.00 $0.00 $1,800.00 $1,800.00 $1,800.00 -7- Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Communication'- PD $573,04 $833.00 $259.96 $1,115.54 $10,000.00 $8,884.46 $10,000.00 Electric - PD $276.09 $292.00 $15.91 $353.18 $3,500.00 $3,146.82 $3,500.00 Water-PD $9.57 $33.00 $23.43 $30.30 $400.00 $369.70 $400.00 Rental and Lease Expense-PD $132.61 $167.00 $34.39 $132.61 $2,000.00 $1,867.39 $2,000.00 Building Maintenance - PD $169.83 $833.00 $663.17 $704.80 $10,000.00 $9,295.20 $10,000.00 Vehicle Maintenance $634.68 $1,000.00 $365.32 $1,096.05 $12,000.00 $10,903.95 $12,000.00 Office Eq/Supp/Computer- PD $42.50 $1,083.00 $1,040.50 $122.00 $13,000.00 $12,878.00 $13,000.00 Printing and Binding - PD $50.44 $125.00 $74.56 $235.44 $1,500.00 $1,264.56 $1,500.00 Uniform Cleaning $0.00 $417.00 $417.00 $280.92 $5,000.00 $4,719.08 $5,000.00 Office Supplies $0.00 $167.00 $167.00 $119.90 $2,000.00 $1,880.10 $2,000.00 Fuel $3,267.89 $2,917.00 ($350.89) $6,536.11 $35,000.00 $28,463.89 $35,000.00 Uniforms & Equipment $1,005.47 $1,000.00 ($5.47) $2,147.25 $12,000.00 $9,852.75 $12,000.00 Books, Memberships, Training - PD $0.00 $417.00 $417.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Capital Outlay -PD $0.00 $10,269.00 $10,269.00 $0.00 $123,232.00 $123,232.00 $123,232.00 $143,475.37 $164,941.50 $21,466.13 $383,154.35 $1,979,295.00 $1,596,140.65 $1,979,295.00 Streets Regular Salaries - Streets $5,840.64 $6,994.00 $1,153.36 $11,636.35 $83,929.00 $72,292.65 $83,929.00 Overtime - Streets $0.00 $292.00 $292.00 $27.38 $3,500.00 $3,472.62 $3,500.00 FICA Taxes $347.06 $548.00 $200.94 $694.20 $6,574.00 $5,879.80 $6,574.00 Retirement Contributions $2,910.98 $1,323.75 ($1,587.23) $5,799.56 $15,885.00 $10,085.44 $15,885.00 Life and Health Insurance $1,473.94 $1,588.00 $114.06 $8,511.50 $19,053.00 $10,541.50 $19,053.00 Misc Prof Svcs - Streets $500.00 $833.00 $333.00 $7,072.72 $10,000.00 $2,927.28 $10,000.00 Communication - Streets $40.39 $83.00 $42.61 $40.39 $1,000.00 $959.61 $L000.00 Electric - Streets $1,934.59 $1,667.00 ($267.59) $2,484.11 $20,000.00 $17,515.89 $20,000.00 Rental and Lease Expense $0.00 $417.00 $417.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Vehicle Maintenance- Streets $650.00 $417.00 ($233.00) $650.00 $5,000.00 $4,350.00 $5,000.00 Misc. Repair and Maintenance $1,839.00 $1,667,00 ($172.00) $3,378.00 $20,000.00 $16,622.00 $20,000.00 Misc. Other -NPDES $819.50 $833.00 $13.50 $1,219.50 $10,000.00 $8,780.50 $10,000.00 Operating Supplies $66.61 $583.00 $516.39 $223.46 $7,000.00 $6,776.54 $7,000.00 Uniforms & Equipment $0.00 $100.00 $100.00 $0.00 $1,200.00 $1,200.00 $1,200.00 Road Materials and Supplies $0.00 $1,083.00 $1,083.00 $0.00 $13,000.00 $13,000.00 $13,000.00 Capital Outlay - Streets $65,377.20 $16,180.00 ($49,197.20) $65,377.20 $194,160.00 $128,782.80 $194,160.00 $81,799.91 $34,608.75 ($47,191.16) $107,114.37 $415,301.00 $308,186.63 $415,301.00 Legal Regular Salaries - Legal $9,153.00 $10,082.00 $929.00 $18,235.71 $120,989.00 $102,753.29 $120,989.00 FICA Taxes - Legal $700.20 $771.00 $70.80 $1,395.03 $9,256.00 $7,860.97 $9,256.00 Retirement Contributions - Legal $4,744.90 $2,074.00 ($2,670.90) $9,453.37 $24,893.00 $15,439.63 $24,893.00 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Life and Health Insurance - Legal $1,365.29 $1,587.75 $222.46 $7,015.21 $19,053.00 $12,037.79 $19,053.00 Contracted Legal Services $10,286.10 $45,833.00 $35,546.90 $10,286.10 $550,000.00 $539,713.90 $550,000.00 Travel and Per Diem -Legal $0.00 $125.00 $125.00 $0.00 $1,500.00 $1,500.00 $1,500.00 Communication - Legal $0.00 $58.00 $58.00 $40.39 $700.00 $659.61 $700.00 Postage- Legal $0.00 $8.00 $8.00 $0.00 $100.00 $100.00 $100.00 Printing and Binding - Legal $0.00 $8.00 $8.00 $0.00 $100.00 $100.00 $100.00 Office Supplies - Legal $0.00 $17.00 $17.00 $0.00 $200.00 $200.00 $200.00 Books, Membership, Training - Legal $228.98 $417.00 $188.02 $228.98 $5,000.00 $4,771.02 $5,000.00 Total $26,478.47 $60,980.75 $34,502.28 $46,654.79 $731,791.00 $685,136.21 $731,791.00 Sanitation Garbage Contract Services $362.28 $14,068.00 $13,705.72 $14,138.73 $168,814.00 $154,675.27 $168,814.00 Misc. Trash Disposal $0.00 $583.00 $583.00 $0.00 $7,000.00 $7,000.00 $7,000.00 Total Sanitation $362.28 $14,651.00 $14,288.72 $14,138.73 $175,814.00 $161,675.27 $175,814.00 Total Expenditures $394,096.62 $493,905.50 $99,808.88 $959,185.77 $5,926,859.00 $4,967,673.23 $5,926,859.00 Net Revenue (Deficit) $1,240,667.17 ($14.50) $1,240,681.67 $687,974.94 ($140.00) $688,114.94 ($140.00) NET SURPLUS/(DEFICIT) $1,240,667.17 ($14.50) $1,240,681.67 $687,974.94 ($140.00) $688,114.94 ($140.00) -9- i own oT uun Stream Income Statement Water Fund as of November 30, 2021 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Revenues Water Sales Water Sales $185,131.21 $87,500.00 $97,631.21 $185,131.21 $1,050,000.00 ($864,868.79) $1,050,000.00 Total Water Sales $185,131.21 $87,500.00 $97,631.21 $185,131.21 $1,050,000.00 ($864,868.79) $1,050,000.00 Reserve Fees Reserves Fees $22,711.20 $11,250.00 $11,461.20 $22,711.20 $135,000.00 ($112,288.80) $135,000.00 Total Reserve Fees $22,711.20 $11,250.00 $11,461.20 $22,711.20 $135,000.00 ($112,288.80) $135,000.00 Interest Interest On Investment $1,054.59 $833.00 $221.59 $2,009.79 $10,000.00 ($7,990.21) $10,000.00 $1,054.59 $833.00 $221.59 $2,009.79 $10,000.00 ($7,990.21) $10,000.00 Other Impact Fees -Physical Environm $0.00 $417.00 ($417.00) $0.00 $5,000.00 ($5,000.00) $5,000.00 $0.00 $417.00 ($417.00) $0.00 $5,000.00 ($5,000.00) $5,000.00 Backflow Preventer Test - Revenue Backflow Preventer Test Sale $0.00 $788.00 ($788.00) $0.00 $9,452.00 ($9,452.00) $9,452.00 Total $0.00 $788.00 ($788.00) $0.00 $9,452.00 ($9,452.00) $9,452.00 Total Revenues $208,897.00 $100,788.00 $108,109.00 $209,852.20 $1,209,452.00 ($999,599.80) $1,209,452.00 Expenditures Water Purchased Water Purchased - Commodity $66,654.90 $56,250.00 ($10,404.90) $94,590.78 $675,000.00 $580,409.22 $675,000.00 Water -Capacity $2,022.05 $1,842.00 ($180.05) $2,917.36 $22,100.00 $19,182.64 $22,100.00 Water Purchased -Meter Charge $7.36 $8.00 $0.64 $10.61 $100.00 $89.39 $100.00 Backflow Preventer Testing $0.00 $785.00 $785.00 $0.00 $9,425.00 $9,425.00 $9,425.00 Total Water Purchased $68,684.31 $58,885.00 ($9,799.31) $97,518.75 $706,625.00 $609,106.25 $706,625.00 Other Expenses Regular Salaries - Water $4,232.97 $4,752.00 $519.03 $8,433.42 $57,029.00 $48,595.58 $57,029.00 Overtime - Water $0.00 $417.00 $417.00 $19.84 $5,000.00 $4,980.16 $5,000.00 FICA Taxes $323.82 $396.00 $72.18 $646.68 $4,746.00 $4,099.32 $4,746.00 Retirement Contributions $1,224.18 $959.00 ($265.18) $2,438.96 $11,512.00 $9,073.04 $11,512.00 Life and Health Insurance GIS/Mapping Water Sampling & Testing Repair Services Software Maintenance Contract Communication Postage Electric - Chlorinator Rental and Lease Expense Insurance - Liab/Prop/WC Vehicle Maintenance- Water Printing and Binding Provision for Bad Debt Misc. Operating Supplies General Office Supplies Uniforms & Equipment Books, Membership, Training -Water Depreciation Expense Renewal & Replacement Expense Capital Outlay- Water Total Other Expenses Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) Town of Gulf Stream Income Statement Water Fund as of November 30, 2021 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget $1,248.35 $1,588.00 $339.65 $6,664.47 $19,053.00 $12,388.53 $19,053.00 $0.00 $417.00 $417.00 $0.00 $5,000.00 $5,000.00 $5,000.00 $105.00 $667.00 $562.00 $210.00 $8,000.00 $7,790.00 $8,000.00 $0.00 $1,125.00 $1,125.00 $0.00 $13,505.00 $13,505.00 $13,505.00 $0.00 $833.00 $833.00 $701.36 $10,000.00 $9,298.64 $10,000.00 $1.36 $125.00 $123.64 $37.43 $1,500.00 $1,462.57 $1,500.00 $160.00 $125.00 ($35.00) $320.00 $1,500.00 $1,180.00 $1,500.00 $16.87 $42.00 $25.13 $26.60 $500.00 $473.40 $500.00 $0.00 $333.00 $333.00 $0.00 $4,000.00 $4,000.00 $4,000.00 $0.00 $4,625.00 $4,625.00 $0.00 $55,500.00 $55,500.00 $55,500.00 $650.45 $250.00 ($400.45) $650.45 $3,000.00 $2,349.55 $3,000.00 $0.00 $42.00 $42.00 $0.00 $500.00 $500.00 $500.00 $0.00 $323.00 $323.00 $0.00 $3,880.00 $3,880.00 $3,880.00 $0.00 $1,333.00 $1,333.00 $177.81 $16,000.00 $15,822.19 $16,000.00 $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $0.00 $167.00 $167.00 $0.00 $2,000.00 $2,000.00 $2,000.00 $0.00 $167.00 $167.00 $0.00 $2,000.00 $2,000.00 $2,000.00 $0.00 $12,083.00 $12,083.00 $0.00 $145,000.00 $145,000.00 $145,000.00 $0.00 $417.00 $417.00 $0.00 $5,000.00 $5,000.00 $5,000.00 $2,500.00 $11,571.00 $9,071.00 $2,500.00 $138,852.00 $136,352.00 $138,852.00 $10,463.00 $42,840.00 $32,377.00 $22,827.02 $514,077.00 $491,249.98 $514,077.00 $79,147.31 $101,725.00 $22,577.69 $120,345.77 $1,220,702.00 $1,100,356.23 $1,220,702.00 $129,749.69 ($937.00) $130,686.69 $89,506.43 ($11,250.00) $100,756.43 ($11,250.00) $129,749.69 ($937.00) $130,686.69 $89,506.43 ($11,250.00) $100,756.43 ($11,250.00) Town of Gulf Stream Income Statement Undergrounding Fund as of November 30, 2021 Current Month YTD Actual Actual Revenues Non -Ad Velorem Taxes Ad Valorem Taxes - Current $0.00 $0.00 Early Payment Discount -Ad Valo $0.00 $0.00 NAV Taxes - Fees $0.00 $0.00 Total Non- Ad Velorem Taxes $0.00 $0.00 Interest Interest On Investment $0.18 $0.33 $0.18 $0.33 Other Assessment Revenues $10,546.95 $10,546.95 Interest On Investment $0.18 $0.33 Interest Revenue on Assessment $0.00 $0.00 Admin Fee Revenue $0.00 $0.00 Refund Prior Yr Expenditure $0.00 $0.00 Miscellaneous Revenue $0.00 $0.00 $10,547.13 $10,547.28 Total Revenues $10,547.31 $10,547.61 Expenditures All Expenses GIS/Mapping $0.00 $0.00 Engineering Fees $0.00 $0.00 Prof Svcs - Design Survey Work $0.00 $0.00 Prof Svcs - Project Management $0.00 $0.00 Prof Svcs - Const Survey Work $0.00 $0.00 Prof Svcs - Project Admin $0.00 $0.00 Prof Svcs - Assessment Consult $0.00 $0.00 Accounting and Auditing Fees- UG $0.00 $0.00 Cont Svcs - FPL Fees $0.00 $0.00 Cont Svcs - Street Light Syste $0.00 $0.00 Cont Svcs - UG Construction $0.00 $0.00 -12- Town of Gulf Stream Income Statement Undergrounding Fund as of November 30, 2021 Current Month YTD Actual Actual Cont Svcs - Pre Const Landscap $0.00 $0.00 Cont Svcs - Post Const Landsca $0.00 $0.00 Cent Svcs - AT&T Fees $0.00 $0.00 Cont Svcs - Comcast Fees $0.00 $0.00 Legal Advertisement & Other $0.00 $0.00 Discount $484.76 $484.76 County Admin Fee $100.62 $100.62 Misc. Expenses $0.00 $0.00 Debt Service - Principal $0.00 $0.00 Debt Service - Interest $0.00 $0.00 Total Other Expenses $585.38 $585.38 Total Expenditures $585.38 $585.38 Net Revenue (Deficit) $9,961.93 $9,962.23 NET SURPLUS/(DEFICIT) $9,961.93 $9,962.23 -13- Town of Gulf Stream Income Statement Penny Sales Tax Fund as of November 30, 2021 YTD Actual Budget FY 2021 Budget Variance Revenues Discretionary Infrastructure Tax $0.00 $50,000.00 $50,000.00 ($50,000.00) Interest On Investment $174.52 $250.00 $250.00 ($75.48) PST Balance Transfer In $0.00 $49,750.00 $49,750.00 ($49,750.00) Total Revenues $174.52 $100,000.00 $100,000.00 ($99,825.48) Expenses PST Fund Contingency - Miscellaneous $0.00 $0.00 $0.00 $0.00 Infrastructure Capital Outlay $0.00 $100,000.00 $100,000.00 $100,000.00 Total Expenses $0.00 $100,000.00 $100,000.00 $100,000.00 BEGINNING FUND BALANCE $188,347.65 $0.00 $0.00 $188,347.65 NET SURPLUS/(DEFICIT) $174.52 $0.00 $0.00 $174.52 ENDING FUND BALANCE $188,522.17 $0.00 $0.00 $188,522.17 -14- TOWN OF GULF STREAM WATER USAGE REPORT Unaudited As of November 30, 2021 TABLE OF CONTENTS SECTION PAGE(S) Comparative Water Use By Consumer By Year ...................................... Water Usage Chart Analysis...................................................................... 2 GULFSTREAM COMPARATIVE WATER USE BY CONSUMER BY YEAR CONSUMER/YEAR Non -Residential OCT-NOV DEC-JAN BI-MONTHLY USE (In Thousands of Gallons) FEB-MAR APR -MAY JUN-JUL AUG-SEP f YTD EACH YEAR/SEP YTD % CHANGE FROM PREVIOUS YEAR YTD % CHANGE FROM BASE YEAR FY12-13 Developments 20122013::: 1590 :.. 2 23 :: 2079 1905::: .::201:8:: 1954 11569 -24:.5404:: -24-:54%: 2013-2014 1804 2013 2290 2167 2394 1676 12344 6.70% 6.70% 2014 2015: 1742 2002 : 1909 2321 2390: 2153 12517 1:a0°10 2015-2016 2264 2208 3505 2031 2776 2153 14937 19.33% 29.11% 2016:2017 : 2199 1698: 2213 4006, 1871 1468 11447 -23.M% 2017-2018 2239 2076 2117 1939 1525 1410 11306 -1.23% -2.27% 20 W.2019. 1936 1916::: 1717 1913. 1430 1119 10031 -11128% 13;29°fo 2019-2020 1773 1620 1765 1702 1450 2786 11096 10.62% -4.09% 202D 202:1 :: 2355 :.::: 1420::: 1623 1802 .:: 1563: ::1659 : 10422 -6:.07°�: 9:91%: 2021-2022 1699 1699 -83.70% -85.31% Multi -Family Develop :2012-2013 :240 : 2526:: : :::MG 3289:: 3583 :8418 i 17529 2:43°10: 2.43% 2013-2014 4095 3650 5434 4359 6764 6058 30360 73.20% 73.20% 2014-2015 6265 8552: 7274 9872: 10285 7542 50194 65:33% 186:35% 2015-2016 10096 2693 2721 3287 2896 3958 25651 -48.90% 46.33% 2016-2017 3693 3Z68:: 3265 3171 3171 3118 19686 :=23.25% 12;31% 2017-2018 3374 3359 3888 3660 2828 3829 20938 6.36% 19.45% 2018-2019 3513. 3372:::: 2634 3003 :;:. 2867 2916 18305 12.58% 4.430% 2019-2020 3591 2807 2980 3158 2788 5607 : 20931 14.35% 19.41% 2020-2021 5414 3238:: :3360 3343::: 3405: 3818 22578 7.87% 28:80% 2021-2022 3456 3456 -84.69% -80.28% Single Family Homes 2012-2013 24994 32072 26250 27949 23455 23385 158105 9.27% -5.71% 2013 2014 26551 :: 29695 : 26824 26426 : 26843 M84 : 158673 0.36% 0.360% 2014-2015 23988 26103 22099 25617 27687 22936 148430 -6.46% -6.12% 2015-2016:: 2897:2 55 ::: 278: 24793 ::29725::: 53515: 33081 175664 18.35a/o 2016-2017 33182 28758 30529 34067 34082 32980 193598 . 10.21% 22.45% 017-2018 27019 24787: 31253 33p41 28159: 32894 177153 8.49% 5:65%: 12018-2019 35845 30635 23595 33374 39153 27378 189980 7.24% 20.16% :2019,2020: 57375 25773::: : .:23369 34647,: 31132: 6.0.473 232769 22:52% :: 47.22% 12020-2021 52738 28714 26568 35353 34192 37324 214889 -7.68% 35.92% 20P12022 ........... 32371 E_ 32371 -84.94% -79.53% Total G/S Meters 201I 2013 20027 :36621 :: :.30509 33143.:: :20066 28757 187203 :5:08% -9:36% 2013-2014 32450 35358 34548 32952 36001 30068 201377 7.57% 7.57% 201472015 31995 :36657, :32962 39365 ::::40366. :33031 214376 6.46°l0 14.52% 2015-2016 41332 30479 31019 35805 39187 40183 218005 1.69% 16.45% 2016 2017 :39994 34391 : 36704 39919 39$07 38319 2291,30 5;10°10' 22.40% 12017-2018 33232 30534 37767 39409 32832 38620 212394 -7.30% 13.46% 221742 4;40°!a 1:8A5%a 2019-2020 63405 30428 28393 40161 35990 70070 268447 21.06% 43.40% 2020-2021 61657 34013. 321:16 91057.:: 307:15 43449. 252007 6_.:12%' 34.62°!0: 2021-2022 38193 38193 -84.84% -79.60% ■AUG-SEP ■JUN-JUL ■ APR -MAY ■ FEB-MAR ■ DEC-JAN ■ OCT-NOV GULF STREAM WATER USAGE CHART ANALYSIS 2012-2013 2013-2014 2014-2015 2015-2016 2016-2017 2017-2018 2018-2019 2019-2020 2020-2021 2021-2022 BILLING PERIODS FOR EACH FISCAL YEAR BETWEEN FY 13 TO FY 22 320000 280000 240000 200000 160000 120000 80000 40000 0 C U M L A T V E 0 0 0 S G A L L O N S B L L E D 2 9 Gulf Stream Police Department Monthly Activity Report Edward K. Allen Chief of Police From 11/1/2021 Through 11/30/2021 Activity Count ALARMS 11 ARRESTS (Grand Theft) 1 ASSIST OTHER DEPARTMENT I DIRECTED PATROL 138 DISPATCH ERROR 5 FOUND PROPERTY 1 POLICE SERVICE 22 SUSPICIOUS INCIDENT 4 SUSPICIOUS PERSON 2 SUSPICIOUS VEHICLE 1 THEFT (GRAND) (Over $100,000) 1 TOWN ORDINANCE VIOLATION 23 TOWN ORDINANCE VIOLATION (DOG) 1 TRAFFIC COMPLAINT 3 TRAFFIC CONTACTS 108 ii Gulf Stream Police Department Activity Report From I1/1/2020 Through 11/30/2020 Activity Count ALARMS 5 ASSIST OTHER DEPARTMENT 16 BATTERY AGGRAVATED (BY MOTOR VEHICLE) 1 BURGLARY TO AUTO 1 CRIMINAL MISCHIEF 1 DEATH INVESTIGATION 1 DIRECTED PATROL 115 DISTURBANCE 2 FOUND PROPERTY 1 IDENIITY THEFT / FRAUD 1 LOST PROPERTY 1 MOTORIST ASSIST 1 POLICE SERVICE 25 SUSPICIOUS INCIDENT 7 TOWN ORDINANCE VIOLATION 8 TOWN ORDINANCE VIOLATION (DOG) 2 TRAFFIC COMPLAINT 8 TRAFFIC CRASH I TRAFFIC CONTACTS 80 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Memo To: Mayor and Town Commissioners From: Trey Nazzaro, Chair, Selection Committee Re: Recommendation for Civil Engineering Consultants — RFQ 21-02 Date: November 19, 2021 The Selection Committee for RFQ 21-02 met on Friday, November 19, 2021 to rank and recommend an Engineering Firm that would handle the engineering work for the next phase of the Town's 10 year CIP. Proposals were received from the following four firms: Baxter and Woodman of West Palm Beach Carnahan, Proctor & Cross of Deerfield Beach CPH, Inc. of Miami Engenuity Group, Inc. of West Palm Beach The Selection Committee consisted of myself, CFO Rebecca Tew, and Water Maintenance Supervisor Anthony Beltran. The procurement document laid out the six criteria and corresponding weights concerning how the proposals would be evaluated. There was a consensus among the Selection Committee to recommend Baxter and Woodman based on the quality of its experience and past performances, including relevant project experiences, experience and ability of personnel, and its workload and scheduling. Motion: Motion to approve the recommendation of the Selection Committee and determine that Baxter and Woodman is the most qualified firm, and direct staff to negotiate a contract at a fair, competitive, and reasonable price. y Z�D �U) �W o � � V �z� w 0 o s� (� 00 awH��7 WwZ� ZUZZ~�Q'UU Z O� a �FOW O Z E-� r'� � w z zaQW0x�o Ei o ozza W xP4 0 W W W O O E1E-1z w�Q� x �,Cq�Woz� r1 � Ji W ozQPxz��Q CE xWFoWar W�oZp4��-apao E- wU� z o M a w _ O UU^ U �+ +, a) O O U) O O a O Z w ) Ct a) � L o W �, v o 4,Ct o W c� c� Ct 4-4 ^C7 O a" �" O 4 '-' y� Q, by �, E'i �� x o ° o � ° rL�� fir~ �o arL -o C) U•o �� cb F p �'� �E- o a, c) 10 � '� a ° a> a � OW ra r-i C\] :—' W CO C] O o fir" U += W o C, W 4 +' W° W W o W x O o a) 0 Wa� W �°", ra U� E-+ G i W ,' o Q' W a, . o Z U1 U1 �o �a'a � �Z M �W �: c� �Ei �"t M " ZED a-� •� F2 w cq LEGEND 5x, A. A ARC LENGTH GYA GUY ANCHOR PP POWER POLE ° AC AIR CONDITIONER IR&C IRON ROD AND CAP PSM PROFESSIONAL SURVEYOR Z ALUM. ALUMINUM LB LICENSED BUSINESS AND MAPPER W Q L ARC LENGTH OF CURVE LP LIGHT POLE R RADIUS OF CURVE VICINITY MAP cn N y ® (C) CALCULATED MBX MAIL BOX R/W RIGHT-OF-WAY Q ►� Q CENTRAL ANGLE OF CURVE (N.R.) NON -RADIAL SF SQUARE FEET CB CHORD BEARING OF CURVE O.R.B. OFFICIAL RECORD BOOK SSS SINGLE SUPPORT SIGN "�`"`Turner Rd N ta,/ CLF CHAIN LINK FENCE PG. PAGE TPD TELEPHONE PEDESTAL `'t CONC. CONCRETE (P) PLATTED U.E. UTILITY EASEMENT ►� C.G. CONCRETE GUTTER P.B. PLAT BOOK WM WATER METER �W 6 ® lz CUR CURVE PH POOL HEATER WPB WIRE PULL BOX r ,eatourn�atrrWay FL (D) DEED A SE 34th Ave rn E/P EDGE OF PAVEMENT EM ELECTRIC METER BPWR(B) BURIED ELECTRIC MARKED BY RITZEL-MASON _ o`D kogeM,9,� P.4idure BT(B) BURIED TELEPHONE MARKED BY RITZEL-MASON N J� FH FIRE HYDRANT W(B) BURIED WATER MARKED BY RITZEL-MASON w �} GM GAS METER a PROJECT UNK(B) BURIED UNKNOWN UTILITY MARKED BY RITZEL-MASON LOCATION -- CATv(B) BURIED CABLE TELEVISION MARKED BY RITZEL-MASON cu'tstrean,B+V`' °"''"°'°' FEMA FIRM DATA: FLOOD ZONE: X GetEtstream !7r .a 3 " FLOOD PANEL: 12099C0977F & 12099C0981F CERTIFIED TO Q FLOOD DESIGNATIONS EFFECTIVE: 10/05/2017 BAXTER & WOODMAN r De Carle St k ci' a indign p t NOTES: sii a ALL BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF THE SOUTHEAST c� U U U U QUARTER OF SECTION 4 TOWNSHIP 46 SOUTH, RANGE 43 EAST, BEING NORTH 89°18'29" em¢rar`'R°" w w w w w EAST. o 0 0 0 0 ALL DISTANCES SHOWN HERE ON ARE IN U.S. SURVEY FEET. Avenue au NO VERTICAL DATUM WAS UTILIZED FOR THIS SURVEY. LL UTILITY LINES SHOWN HEREON HAVE BEEN DESIGNATED BY RITZEL-MASON INC. UTILITIES iui WERE DESIGNATED BY ELECTRONIC METHODS. DESIGNATES CONFORM TO ASCE-38 ; o STANDARDS FOR QUALITY LEVEL B. w w Q Q Q Q Q LIMITATIONS: LAND DESCRIPTION: SOME UNDERGROUND UTILITIES ARE LABELED AS UNKNOWN, THIS IS DUE TO THE LACK OF LOT 93, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN Q ABOVE GROUND FEATURES IN OR NEAR THE PROJECT LIMITS. ABOVE PLAT BOOK 27, AT PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, GROUND FEATURES HELP IDENTIFY THE UTILITY TYPE. FLORIDA. o J W Li M REPRODUCTIONS, ADDITIONS, OR DELETIONS ARE NOT VALID WITHOUT ORIGINAL SIGNATURE SAID LANDS SITUATE IN DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND :2 U o z & RAISED SEAL OF THE FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. CONTAINING 21,851.69 SQUARE FEET (0.5016 ACRES), MORE OR LESS. m o W nmiL,66 THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE OPINION OR ABSTRACT SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS AND > J BY THIS SURVEYOR OR ANY FORM. THE CLIENT IS HEREBY ADVISED THAT SUCH MATTERS RIGHTS -OF -WAY, Ln a z 3: OF RECORD MAY BE RECORDED IN THE PUBLIC RECORDS IN WHICH THE SUBJECT PARCEL r O w o IS SITUATE. a I o " I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED z `� J U w ui DATE OF FIELD WORK: AUGUST 13, 2021 PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS m o m z SURVEYED IN THE FIELD BY MYSELF. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY DRWN BY: CK cn - ch 0 MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17.050 THROUGH RVWD BY: CM 0 a a 5J-17.052, OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF ui U U FLORIDA STATUTES. FLD BK: a' o BK PG: rn CLYDE R MASON II LS6905 DATE DATE: 08/13 21 N T (� ® r ® p FND IR&C (ILLEGIBLE) PARCEL CONTROL NUMBER 20-43-46-04-00-000-5080 FND IR&C FND IRON ROD 'BENCH?,ARK NO CAP LB2424 <, LF N89° 18'2 "E (C) a ELF TPo S1P 6 GYA ,,sex 90.00' (D) WPB O�O�oOo^� Q GYA O.R.B. 31422 PG. 1497 o PARCEL 2 o w NORTHERN N89°18'29"E 1673.88' (C) EAST 4 CORNER SECTION 4 (CALCULATED) Z W O a O o .A p O.R.B. 32435 PG. 1980 PARCEL 2 0' 20' 40' SCALE: 1 " = 4 0' 80' N O N_ N -E Z EJ O W L i FND IR&C m PLAT LIMIT (ILLEGIBLE) FND IR&C "OB OB SUTTER LB353' OFFSET I YEAST I i n,v(e) — cn.vie� — cnrvle urv)ei c>rv� i m wrvle) P - TPD WPB erl@ �z -.� ertsl arse) (af arlel a10) erial i — ar m 1 ` m UTILITY e12' s � I EASEMENT(P) m I T S89°18'29"W (C) PARCEL CONTROL NUMBER a 5.00'(P) I 20-43-46-04-22-000-0920 LOT 92 o (VACANT LOT) I a P.B. 27 PG, 69 O.R.B. 32435 PG. 1980 PARCEL 1 PLACEAU SOLEIL I P.B. 27 PG. 69 n n LOT 93 I O.R.B. 31422 PG. 1497 PARCEL 1 FND IR&C OB surrER LB353s3 I U% U% U) U7 U7 W W �cp oo� m WPB VJPB r ®,ALP J i SETIR&C"RITZEL-MASON sss LB8265" S6)° J BFPO-Wlsl gliF U Rom, FND IR&C "OB OB SUTTER LB353' W W ~ ~ .. .. .. W W W ~ ~ ~ pe O�Fi� 2� p P TPo Q o T l�'1d . 69 Fp Fp � - e� sss w w z 2 Q � U p U w w 0� O eP n 1 V d O D z a o N o } Q I OuJ uJU'J 1� I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED Q PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS W L' J w C/DDRWN SURVEYED IN THE FIELD BY MYSELF. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY BY: CK C0 o m z MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17.050 THROUGH RVWD BY: CM a a 5J-17.052, OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF w a FLORIDA STATUTES. FLD BK: U a BK PG: In CLYDE R MASON 11 LS6905 DATE DATE: 08/13 21 rl N