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12 11 2020 - Agenda with back-up
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DW 0P FG Pa rl T$ rd �4 b) U�� U H Q) >, N �4 rd -H M ' D N - 4.) r I Z W a� O U O W N '-i E� -W U �4 �4 >i r-I U � W x PQ U 44 Q W Pa u FC E� l0 00 -li N rd h w rd Q rd h 75 h Q r~ �4 x > o Z O O 44 0 E-4 � a H E-1 Q W H Ui W x P w N ro �, v„Q U N rd Pr N � U rl N U O �Y 7-� W x Exi � x rd U 'O N 4-i bi � r w 3 o H o Z M r FC Pa �G r P: FC E+ U) u ff H zz � W 44 O rnw%00124 3 W w w i �( E-1 zHwP4Q Cx-� W W U) r) a+ � r-i 44H ro Pap r-i U] W x O x 9 O rG 75 H 3 Z �� w a)P�E�PaU1w�Q �zaHz �°� PQ u Q HNC F H30cn Hw FA Q En Q H �A P4 FC �D 2 EH Q O PQ O Z W u x x U)UU�Pa4zam MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF THE TOWN OF GULF STREAM ON FRIDAY, NOVEMBER 13, 2020 AT 9:00 A.M., 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, Jr. Commissioner (via video - not allowed to vote) Joan Orthwein Commissioner Donna S. White Commissioner Also Present & Participating: IV. Minutes Gregory Dunham Edward Nazzaro Edward Allen Rita Taylor Town Manager Asst. Town Attorney Police Chief Town Clerk A. Regular Meeting of October 9, 2020 Vice Mayor Stanley made a motion to approve the minutes of the regular meeting on October 9, 2020. The motion was seconded by Commissioner Orthwein with all voting AYE at roll call. V. Additions, withdrawals, deferrals, arrangement of agenda items. Added Item X. A. Proclamation by Mayor Morgan VI. Announcements A. Regular Meetings and Public Hearings 1. December 11, 2020 at 9:00 A.M. 2. January 8, 2021 at 9:00 A.M. 3. February 12, 2021 at 9:00 A.M. 4. March 12, 2021 at 9:00 A.M. 5. April 9, 2021 at 9:00 A.M. 6. May 14, 2021 at 9:00 A.M. 7. June 11, 2021 at 9:00 A.M. 8. July 9, 2021 at 9:00 A.M. 9. August 13, 2021 at 9:00 A.M. VII. Communication from the Public (3 min. maximum) Mr. Bob Ganger, Town of Gulf Stream resident, found a box of documents regarding the 1970's restoration of oceanfront beaches that he will be donating to the Delray Beach Historical Society. Mr. Ganger Minutes of Town Commission Regular Meeting & Public Hearing Held November 13, 2020 @ 9:00 A.M. gave a little history of what he found in the box and gave the Town Commission a handout with historical information as he thought it was significant to Gulf Stream. Mayor Morgan agreed that it was very interesting and thanked him for all he had done in bringing historical significance to Gulf Stream. Mayor Morgan introduced a video sent by the Florida League of Cities honoring Commissioner Joan Orthwein with the Mayor John Land Years of Service Award for 25 years of service to Gulf Stream. Mayor Morgan added that she had really served 32 years as she was on the Architectural Review and Planning Board for seven years and served as Chairman of that Board before moving on to the Commission where she served as Vice Mayor for many years, as well as Mayor, of Gulf Stream. He spoke of Commissioner Orthwein's intellect, integrity, honesty, and sense of humor that has helped lead Gulf Stream forward through the 25 years she has spent on the Town Commission. Mayor Morgan then presented her with a plaque and pin also sent by the Florida League of Cities. Commissioner Orthwein thanked everyone and stated it was an honor to serve on the Town Commission. VIII. Public Hearing. A. Petition for Abandonment 1. Declaration of Ex-Parte Communications Vice Mayor Stanley stated he had spoken to the applicant's legal counsel. 2. Administer Oaths Town Clerk Taylor swore in James and Nadia Davis. 3. Application for Abandonment filed by Blaine C. Dickenson, Esq. as agent for James R. Davis, Jr. of 588 Banyan Road, Gulf Stream, Florida 33483 Assistant Town Attorney Nazzaro explained this was a petition for abandonment at the end of Banyan Road in front of 588 Banyan Road, which is owned by the Davis's. Mr. Nazzaro added he had spoken to Town Attorney Randolph who advised getting an appraisal and the two parties settling on a privilege fee or dollar amount for the abandonment. Mr. Nazzaro stated the abandonment is approximately 2,500 sq. ft. of a public road that there would be no negative effects to services or the use of emergency vehicles accessing the properties on Banyan. He added the appraisal put the approximate value of the 2,500 sq. ft. at $525,000 and the Davis's were willing to pay $200,000. Mr. James Davis thanked the Staff and Commissioners for evaluating their application and wanted this to be a win -win for all involved. Mr. Davis went into an explanation of market values and comparisons with other lots in town. There was discussion amongst the Commissioners about being fiduciaries for the Town and being fair and objective to all parties involved. The Commission decided on going with 2 Minutes of Town Commission Regular Meeting & Public Hearing Held November 13, 2020 @ 9:00 A.M. the best comparable property at a price of $347,500.00. Mr. Davis said he would think about it and get back to the Commission. IX. Reports. A. Town Manager 1. Utility Undergrounding Town Manager Dunham stated Comcast was completing their task of getting their current customers hooked up to fiber. He added staff had met with AT&T out in the field to identify how many conduits they needed to finish their work. Town Manager Dunham said the Town could expect an estimate from Wilco for the scope of work needed to finish but it needed to be done so FMC could complete the work on AlA. He added that the staff was asking for authorization from the Commission to contract with Wilco on an amount not to exceed $25,000 piggybacking on a Wilco Publicly Bid contract with another city to do the work. Town Manager Dunham reiterated that it was important to get the work done in the next week or two before Harddrives is able to do the milling and asphalting so time was of the essence. Mayor Morgan asked if money was already budgeted for this to which Town Manager Dunham stated that Wilco had already been paid so the Town would need a new contract. Assistant Town Attorney Nazzaro stated that Wilco had completed everything according to the plan and this would be an additional request by AT&T that the Town was treating separate. Town Manager Dunham added that this was similar to a change order. Vice Mayor Stanley made a motion to approve a contract with Wilco to finish the AT&T work, not to exceed $25,000. The motion was seconded by Commissioner Orthwein with all voting AYE at roll call. 2. Update-AlA Water Main Replacement Town Manager Dunham stated FMC was finished installing all the new water mains, abandoned the existing water main, completed all the tie-ins, and all the bacterial testing had been completed and signed off by the Health Department. He added the only thing left was the milling and asphalting of all three roads. 3. Update -Minor Road & Drainage Repairs (Core Area) Town Manager Dunham stated that the goal was to have from Old School up to Lakeview completed in the next 10 days and then they would begin to work on Gulfstream Road beginning at Golfview going North. 4. Flood Vulnerability & Mitigation Town Manager Dunham stated he had asked Baxter & Woodman's Water Drainage Division Manager to do a short study to assess the King Tide issues in Town, examining the Town's vulnerability and using the County's latest Lidar information, which will provide detailed topographic elevation. He added that some solutions may be sea wall modifications or earthen grading. Town Manager Dunham stated they would also be looking at the outfall pipes according to the Town's NPDES 3 Minutes of Town Commission Regular Meeting & Public Hearing Held November 13, 2020 @ 9:00 A.M. permit. He added the Town has 14 outfall pipes, but the Town only has five check valves which need replacement. A presentation from them would be made in December, he said. 5. Replacement of Town Hall Generator Fuel Tank Town Manager Dunham stated the Town Hall Generator fuel tank needed to be replaced. Vice Mayor Stanley stated this should be replaced before the next storm season. Town Manager Dunham stated that estimates would be forthcoming. 6. In -Season Construction Activities Town Manager Dunham reminded everyone that December 1, 2020 was the start of season but wanted them to know that construction activities can still be going on, just not noisy construction such as pile driving, sandblasting, jackhammers, etc. He added that the Code allowed there to be some exemptions from that, on a temporary basis. Mayor Morgan suggested that the arrival and departure times would be enforced to which Town Manager Dunham agreed. Commissioner Orthwein wanted to clarify that indoor work, such as painting, was allowed, to which Town Manager Dunham agreed and added that was the only work allowed on Saturday during season. B. Architectural Review & Planning Board 1. Meeting Dates a. November 19, 2020 at 8:30 A.M. b. December 17, 2020 at 8:30 A.M. c. January 28, 2021 at 8:30 A.M. d. February 25, 2021 at 8:30 A.M. e. March 25, 2021 at 8:30 A.M. f. April 22, 2021 at 8:30 A.M. g. May 27, 2021 at 8:30 A.M. h. June 25, 2021 at 8:30 A.M. i. July 22,2021 at 8:30 A.M. Mayor Morgan called attention to these dates. C. Finance Director 1. Financial Report as of October 31, 2020 Town Manager Dunham referred to CFO Tew. She stated that the Town ended the year in a good position and wanted to remind the Commission that the revenue and expenditures would continue to be allocated to FY 2020 until November 30, 2020. D. Police Chief 1. Activity for October 2020 Chief Allen asked that the report be accepted as submitted and mentioned the two cars that had been taken. One of them had been recovered and one was still missing and again it was due to cars being unlocked with the key fobs left in the car. Chief Allen stated as people are coming back into town, he has the officers knocking on doors to remind them to lock their cars. He then introduced a new officer, Justin Menard, who came from serving for 25 years with the Florida 4 Minutes of Town Commission Regular Meeting & Public Hearing Held November 13, 2020 @ 9:00 A.M. Highway Patrol. Mayor Morgan stated he had received some phone calls from residents who were pleased to see the additional coverage in town with the addition to the Police Department. With that, Chief Allen gave the news of an officer who had resigned, so they were back looking for another officer to take his place. X. Items for Commission Action. A. Proclamation Town Clerk Taylor read a Proclamation by Mayor Morgan proclaiming November 26, 2020 as Marilyn Gooder Mayer Day in the Town of Gulf Stream, FL in recognition of her 100th birthday. Mayor Morgan added that the Mrs. Mayer was a remarkable woman and the proclamation summarized her as an outstanding person. Commissioner Orthwein thanked everyone for the proclamation and stated that Mrs. Mayer had wanted to be at Town Hall to accept the proclamation but was being very cautious as family was coming in for her birthday and she wanted to be in good health when they arrived. B. Resolution No. 20-12; 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, 2020; PROVIDING AN EFFECTIVE DATE. Town Clerk Taylor read Resolution No.20-12; 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, 2020; PROVIDING AN EFFECTIVE DATE. BE IT RESOVED BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA THAT THE FOLLOWING REAPPROPRIATIONS BE MADE: Debit Credit Misc. Prof. Services -Building Inspections (Expenditure) Inspection Fee (Revenue) Contracted Legal Services Contingency - Miscellaneous PASSED AND ADOPTED THIS 13th DAY Commissioner Orthwein made No. 20-12. Commissioner White voting AYE at roll call. 5 35,592 35,592 36,185 36,185 OF NOVEMBER 2020. a motion to adopt Resolution seconded the motion with all Minutes of Town Commission Regular Meeting & Public Hearing Held November 13, 2020 @ 9:00 A.M. C. Palm Beach County Law Enforcement Mutual Aid Agreement Town Manager Dunham stated 26 Law Enforcement Agencies sign on to this agreement every year allowing them to all aide each other if needed. Vice Mayor Stanley made a motion to approve the PBC Law Enforcement Mutual Aid Agreement. Commissioner White seconded the motion with all voting AYE at roll call. D. Bid Award #20-001, Double Detector Check Valve Water Supervisor Beltran explained this was a piece of equipment that is now under ground and the State doesn't allow that anymore and this one is leaking water, so it needs to be changed. Town Manager Dunham stated the low bid was with Southern Pipeline and the staff would recommend accepting that bid. Commissioner White asked where it was going to be located to which Mr. Beltran explained and told her it would be covered with shrubbery. Vice Mayor Stanley made a motion to approve the $38,750.00 bid by Southern Pipeline for the Double Detector Check Valve. Commissioner Orthwein seconded the motion with all voting AYE at roll call. E. Appointment of a Special Magistrate Assistant Town Attorney explained that the Special Magistrate for the Town of Gulf Stream is appointed by the Town Commission for a two-year term. He added that in dealing with some code enforcement issues, the staff realized that the Town does not have an active contract with a Special Magistrate. Assistant Town Attorney recommended Keith Davis as he represents municipalities exclusively and has agreed to serve as the Town's Special Magistrate for a rate of $190 per hour. Commissioner Orthwein made a motion to approve Keith Davis as the Town's Special Magistrate. The motion was seconded by Vice Mayor Stanley with all voting AYE at roll call. F. Items by Mayor & Commissioners There was none. XI. Adjournment. Mayor Morgan adjourned the meeting at 10:20 A.M. Renee Basel Assistant Town Clerk 0 SPECIAL MEETING HELD BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM ON THURSDAY, NOVEMBER 24, 2020 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 12:05 P.M. II. PLEDGE OF ALLEGIANCE Mayor Morgan led in the pledge of allegiance. III. ROLL CALL Present and Scott W. Morgan Mayor Participating: Thomas W. Stanley Vice Mayor Paul Lyons Jr. Commissioner Joan K. Orthwein Commissioner Donna S. White Commissioner Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Staff Attorney Rita Taylor Town Clerk IV. COMMISSION ACTION A. Agreement to Bore Additional Undergrounding Conduit - Wilco LLC Town Manager Dunham explained that the Commission had approved up to $25,000 at the Commission Meeting held on November 13, 2020 for Wilco to finish the AT&T undergrounding work. The proposal, which was a piggy -back on a Longboat Key undergrounding job, came in at $47,140.00, thus needing Commission approval, he added. Mayor Morgan stated it was work that needed to be done and Wilco did a good job previously. Town Manager Dunham stated that AT&T would begin work the week after Thanksgiving. Commissioner Lyons was happy to hear that AT&T would be completing the project. Mayor Morgan reminded everyone that the purpose of the lawsuit against AT&T was to get the work completed. He added the Town was being held hostage by AT&T to an exorbitant surcharge on their original contract, which was excessively high compared to Comcast and what they are trying to do is force the Town into paying additional sums, the legitimacy of which are being questioned by the Town. He added that AT&T wanted the Town to attend mediation on the amounts they claim the Town owes and the Town has made it clear that the Town will not meet until the work is substantially completed. 1 Commissioner Orthwein made a motion to approve the $47,140.00 contract with Wilco to bore additional undergrounding conduit. The motion was seconded by Commissioner White with all voting AYE at roll call. V. ADJOURNMENT Mayor Morgan adjourned the meeting at 12:17 P.M. 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Ju rrrA LLIVI ,/ J LL O z L0 r I_ LAKEVIEW DRIVE (30' TOTAL R/WI A/C LEGEND - AIR CONDITIONER 91 - AT&T RISER ALUM. - ALUMINUM - ANCHOR CONC. - CONCRETE - SACKFLOW PREVENTER COVD. - COVERED KI - CABLE BOX EQUIP. - EQUIPMENT M - CATCH BASIN F.F.E. - FINISH FLOOR ELEVATION e - CLEANOUT FND. - FOUND ® - DRAINAGE MANHOLE F.P.L - FLORIDA POWER & LIGHT m - ELECTRIC BOX GEN. - GENERATOR Y1 - FIRE HYDRANT P.B. - PLAT BOOK ID - GAS METER PG. - PAGE - HANDICAP PARKING O.R.B. - OFFICIAL RECORDS BOOK e - IRRIGATION CONTROL VALVE R/W - RIGHT-OF-WAY - LIGHT POLE TYP. NO I.D. - TYPICAL - NO IDENTIFICATION JD - POWER POLE ® - SANITARY MANHOLE - SIGN M - VALVE W - WATER METER W - YARD DRAIN GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 INCH = 10 FT. pp SEP 18 2020 Town of Gulf Stream, Ff NOTES 1. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST RIGHT-OF-WAY LINE OF POLO DRIVE AND THE WEST LINE OF LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, PLAT BOOK 18. PAGE 98, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING NORTH 05'49'11' EAST. 5. THE 'DESCRIPTION' SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, B. BENCHMARK ORIGIN DESCRIPTION: PBC BM 'Q-315'ELEVATI0N - 14.080 (NAVD 1988) 9, FLOOD ZONES: 'X"(SHADED), 'X" (UNSHADED), AND 'AE" (EL 6); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 10. PROPERTY ADDRESS: 3247 POLO DRIVE, GULF STREAM. FL 33483 DESCRIPTION LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PUT BOOK 18, PAGE 98. PUBLC RECORDS OF PALM BEACH COUNTY, FLORIDA, SAID LANDS SITUATE IN THE CITY OF GULF STREAM, PALM BEACH COUNTY, FLORIDA AND CONTAINING 14,595 SQUARE FEET, OR 0.335 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 8. 2020. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER SJ-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. JEFFREY R. WAGNER. PLS REG. 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M 1 e O 1 0 . A l . . i a t k q t r . w o M . M 1 r v b . I . n m o k N p l e a . F a l l b p n l . a b d T r a m d a m . 9 . b y m _ W , b y h . W I E q t " m p m m y b p n b c t k n f e w a n d M t d w i n d k A W w p l a n . B u t t t r . . p n b t 1 m m " 1 1 w d . b . w p r o n a b y M . P l y . 1 1 . T r . . . ~ l o u r h a , w h w l l p m M a t a n t o b . 1 1 . n b . n o t P n n M 1 Z T . p n W M y P l m l . d t o m A w 1 1 u n a n a . m t d M . P m b n . t m a l N . . g b I d h g m , d n M 1 I U H a u b . r s n e M t a r a n P n p a . . d t h e M p r a w n . e d . , N a l l 0 . m n N a t w w a r l a r o w w . h . t 3 . T r . n y r o I L , n a t u r a l l y o n M . . i t e . . f i l c M 1 a n n o t p n . N 9 w l 4 u n t n r u n d " n t m y b . w . I M P o w w n W Y a M . N I C M 1 n W b . r m n o m t l f a r M . p n p a . e d d b Y n O r a w n m 4 N a i l b . m i t i g a l . d w a c a l i p m k a M 1 b a M . 1 4 . T n w 9 , O N w t u r M y w M . W t . w w l u n l e m u n . 1 I r o a . . H M 1 P a m n n a p y . m M a t m . N w . N a . n t k @ . W . m , d . h l a i n a u ' v . n m a w ' b M . P r o p w . d W t . x n a r a w n . p a . H a l n e t b . m i n 9 a t . d . E X I S T I N G T R E E T O R E M A I N O E X I S T I N G T R E E T O B E R E M O V E D O E X I S T I N G T R E E T O B E R E L O C A T E D J o b N o . 2 0 0 8 0 6 7 D E 1 PLANT LIST KEY CITY PLANT AND SPECIFICATION TREES AND PALMS •. N BS 1 Bursero simbomba (Gumbo Limbo) 14' ht., character branching CB 1 Cossio jovanica (Pink Cassia tree) 10' ht., 5' spr., full canopy CN 4 Cocos nuclfera 'Maypon' (Coconut Palm) 5—S' c.w. its., 20-25' o.a. ht., heavy CM 8 Coryoto mitis (Fishtail Palm) 12' ht., 6' o.c. full to base, matched for screening LJ 2 Ligustrum japonicum (Japanese Privet) B-10' ht., 5 spr., full canopy PE3 2 Pychosperma elegan5 (Alexander Palm) 18' ht., triples, matched full SP 10 Sabel Palmetto �Sabal Palm) 4 0 14'. 4 0 18, 2 0 22' oar hts. VM 6 Veitchia montgomeryona (Montgomery Palm) 16' ht., 8' c.t., matched full WS 3 Wodyetlo bifurcate (Foxtail Palm) 16' ht., 8' g.w., matched full KEY CITY PLANT AND SPECIFICATION SHRUBS GROUNDCOVERS AND ACCENTS ALO 12 Alocacio portadora 4' ht., full, matched ANN 20 Flowering Annuals (Per Season) 4' pot, 12" spr., 12" o.c., per owner de LA. ALV 7 AVIo z. 'Variegate (Variegated Shell Ginger) 24' ht., 24" spr., full BEG 8 Begonia odoroto 'albs' (White Angel Wing Begonia) 18 ht., 18" spr., full, not shode—grown BOU 4 Bougainvillea s. 'Purple' (Bougainvillea Vine) 6' ht., train to trellis, full BRO 2 Bromeliode spp. (Silver Bromeliad) 16"-20' spr., N CHR 105 Chrysobolanus icaco (Cocoplum) 24' ht., 24" spr., full, 2' o.c. .. N CLU 53 Clusia guttifera (Small Leof Clusia) 5' ht., 30" spr., 30" o.c. CRO 18 Croton 'Mommey' (Mammey Croton) 18" ht., 16" spr., full ED 2 Elaeocarpus decipiens (Japanese Blueberry) 6' ht., 3' spr., standard, full, matched ED2 5 Elaeocarpus decipiens (Japanese Blueberry) 10' ht., 5' spr., standard, full, matched xx FGI 157 Ficus microcorpa. 'Green Island' (Ficus Green Island) 14" ht., 14" spr., full, to' o.c. GAR 2 Gorcinio spicato (Garcinio) 6ht., full to ground, matched IXD 9 Ixora coccinea 'Moui Yellow (Yellow Ixoro) 16" ht., 16" spr., full, 18' o.c. JAS 50 Josminum multiflonum (Downy Jasmine) 18" ht., 18" spr., 18" o.c. LIR 60 Lirfope muscari 'Big Blue' (Big Blue Liriope) 12" ht., 12" spa, full, 12' o.c. MON 3 Monstera delicioso (Monsters Plant) 30" ht., 30" spr., MUS 2 Musseanda spp. (Pink Musseanda) 5' ht., 5' spr., matched PHI 30 Philodendron 'Burls Marx' (Burle Marx Philodendron) 14" ht., 14" spr., 18" o.c. POD 54 Podocarpus mocrophyllum (Podocarpus) 4' ht., 20" spr., full, 24" o.c. POD2 26 Podocarpus macrophyllum (Podocarpus) 6' ht., 24" spr., full, 24' o.c. PRI 139 Podocarpus spp. 'Pringles' (Pringles Podocarpus) 18" ht., 18" spr., 18" o.c. N PEP 60 Peperomio obtusifolia (Peperomla) 6" ht., 6" spr., full, 12' o.c. xx PR3 1 Phoenix roebellenli (Dwarf Date Palm) 6' ht., triple RHA 1 Rhapis excelsa (Lady Palm) 48" hL. full STR 2 Strelitzia regia (Bird of Paradise) 30' ht., 30" spr. full clump TRA 130 Trachelospermum asiaticum (Asiatic Jasmine) 4' ht., 8" spr., 12' o.c. SOD St. Augustin Floritam sod Contractor to determine quantity. MULCH 3" of Non —Cypress Mulch Contractor to determine quantity. --DENOTES DROUGHT TOLERANT N DENOTES NATIVE SPECIES NOTES All plant material to be Florida 0 or better. Sad to be St Augustine'Flaatam', contractor to determine quantity. All sod and landscape to receive 100% average from automatic nrigatim systern using approved viler same Contractor r an:e forall conditions and landscape specifications attached to this plant list Plan and spedflcotians shag be considered Contract Documents. Mulch, topsoil, and hrtilber to be applied according to specifications. SPECIFICATIONS NOMEN LURE All plant material used shag be We to name and sire n conformity with the Florida Nurserymen's Grads and Standards 2015, and sholl be Florida Grade F or better. Plots which do not meet specifications will not be accepted PLANT LISTS: Ouotitim size, and location of plants will be determined by plan and plant lists. Sae of lot shall take precedent over container size. Spacing of ground avers will be determined by plant a Quantities shown on pplIot lists one to be used as a guhddine only. Contactor will be respasble far verification of oc51al quantities called for an plans. Disaepandes should be brought to the attention of the Landscape Architect S BS01U110N5: No wbstitu6ans shall be accepted without consent of Landscape Mdhtect Any intended substitutions shall be detailed an the bid. PLANTING SOB: T%sot shag be dean, steri% and free of debris or other foreign material. Trees and palms shag be canted with a mil. of 8' topsoil (50% muck, Sox sod) an sides and bottorn of rat bgg. acted cuttings shall be planted in beds with a min. of 4' of topsail worked into the tap 6 of elating sol. FEROUZR— Palm and Tropical fertilizer (12-4-12) a approved equal shall be applied after planting and prior to mulching per manufacturers rea rmmded oplagation rotes MULCH: All trees shall be mulched with 3' of pppaved shredded mulch in a 3 fat din tiro AN shrubs and grouodcover beds shall be mulched with 3 of approved shredded mulch n beds shorn on plan a n be& 3' wide fa hedges Mulch should be Grade 'A' unless otherwise approved. PLANTING PROCEDURE All plants shag be planted at sal levels at which they were preyiady grow. Shrub and hedge material shall be planted a min. 2' away fran walls a other obstructions Material with a mature size greater than any overhangs shall be planted away from overhangs so as not to impede the natural worth habit Sabal Palms as to be planted dnec%yn sand if necessary, excawte hrough any compacted building subgrode to mdxturbed sal and barkfN with planting sad. WATERING: Ali plot material shall be watered in thoroughly after installation sea as to remains all air pockets. B&B material shag be watered every day for a mnbnum one week mod and thereafter so as to keep coMnuagy moist oil final acceptance of the landscape nslo�ation. Contractor shall nobly owner of other watering requirements after Installation. GUYING: AM trees 8' a idler shag be guyed a staked to provide ample support such that the material will stay straight end We through the guarantee Period Methods used will be such that no sprryy Is caused to plants Guying shall be done at the option of the Contractor unless speaifially rerm2d by the Landscape Architect, however, Contractor shag still be responsible for all Uees and palms remaining straight and We throughout the guarantee period SM. Sod shag be dense, green, and well rooted, and free of debris, coeds, objectionable grasses, disease, or inprias Insects A complete 6-6-6 fertilizer shag be spread at c rate of 5 lbs. per 1000 will. R Sod shall be watered to a depth of 4' after laying. AM areas to be sodded shall be inked smooth and all debris removed prior to nstallotion. GUARANTEE AM plant materials shall be guaranteed fa 1 your after canpletion of project. Palms are to be guaranteed fa 1 year. Guarantee applies to health, position, and sae Replacement cost will be curried by Contractor. MLANDI LANDSCAPE ARCHITECTURE Q 132 NORTH SWINTON AVENUE N Qi DELRAY BEACH, FL 33444 T (Sill) 276-5050 Q F Sill 276-8777 wwe a6ond.com Z O jCENT I U I 0 SOD i 4 I O 38 U. o Z F Z W 0 0 W h W EXISTING I Q SOD GUMBO UMBO 60 i ''z^ V U (n 17 w 6 t E- �� 1 S4E 70wn Of Gulf Sfreem, �( V7 jFj77—��1 10-1 R M rl�y� SITE PLAN 100 SERIES KEY NOTE LEGEND 101 POOL/SPA-SEPARATE PM"T(BY OTHERS- SEE POOL DRAWINGS) f02 HARDSCAPE/LANDSCAPING-REFTR TO LANO.SCAPEPLANS 1N CHIGH LOWWALL/FENCE@GATE- SISTER TO SHOP DRAWINGS IM OUTTIOORLNING-REFERTOFLDORPLAN 105 PROPERTY LWH 106 GENERATOR LOCATION- REFER TO MEP DRAWINGS ]O1 CONDENSER UNIT LOCATION- REFER TO MEP DRAWINGS 103 BUILDING SETBACK LINE 1W FOOL SIIBACK LENS Il0 MECHANICAL EQUIPMENT SETBACK I11 NEWDRIVEWAY 112 101S1 W O MAILBOX LOCATION 113 NEW RESIDENCE -REM TO FLOOR PLAN 114 GARAGE-REFFATOFI.00R PLAN 115 OPEN THE LM BY HARDIE BOYS OR EQUAL 116 OUTLINE OF CANTILEVERED TERRACE REFER TO PLAN AND ELEVATIONS SETS PLAN GENERAL NOTES: I. O.C. 70C DORDWAM THE REMOVAL OF EXISTING VEGETATION AS REQUIRED. 1. ALL DOORS & WINDERS PROVIDING DIRECT ACCESS FROMTHE HOME SHALL MEET THS RESIDENTIAL. POOL SAFETY ACT. 3. ALL SCREEN DOORS ARE TO BR SELF IAttUINa AND SELF CLOSING. LATCH KIECNANTSM SHALLME MOUNTED®SP 4. ALARMS SHALL ALSO BENSTAILED ONSCREEN DOORS. G.C. TO VERIFY THAT ALL EXISTS TO THE BACKYARD MEET SWIMMING POOL SAFETY ACT. 5. G.CTOVERIPY E)aS[NGCONDIDONSONBTEPMORTO�OF CONSTRUCTION. NOT ALLEIUSTTNG CONDITIONS ARENECBSSARI.Y SHOWN ON THIS PLAN. 6. SEE SURVEY FOR SaSDNG CONDITIONS, G.C. TO VERIFY "WET WALL" LOCATION WITH SURN 6Y COMPANY AS REQ1RLlPD. 7. REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR INFORMATION ON THE POOL L REFER TO SETS DRAINAGE PLAN BY CIVIL ENGINEER FOR PROPOSED SITE ELEVATIONS, GRADING, EC 0 N ti O� 0 FAR CALCULATION LOT AREA-14,594.75 SQUARE FEET INDFI.00RRN.CONY 673E A/C -IST FLOOR 36913E MA)OMUM FAR -4.916 S.F. MC.2ND FLOOR II07 SF COVERED ENTRY 27 SF SETBACKS GARAGE C2 CAR) MSF IANATARFA 4T2 SF FRONT 3a 9N 70TAL 1HE SIDE 3D% OF RAT WIDTH 0.11N. 15) REAR xa COVERED AREAS 2NDPLOORBALCONY 67SF COVERED ENTRY 275F F.A.R. CALCULATIONS LANAI AREA 472 HE TOT- 567 sF TOTAL LOT AREA 14,594.75 SF DRY (EFFECTIVE) AREA 14,594.75 SF A/C AREA CALCULATION A/C -1ST FLOOR 26913E FIRST 20,000 S.F. • 33%- 4,816 SF A/C-21M FLOOR 11075E NEXT 0 S.F. • 20%= 0 SF TOTAL 381D SF NON A/C AREA MAXRAUMFARPEAMITTPD 4,816SF CALCULATION SNDFLOORBALCONY 67 SF COVERED ENTRY 27 SF GARAGE Off) 5773E TOWN OF GULF STREAM AREA CALCULATIONS GROSS "0" AREA I4,594.755.F. LANAIAREA 472 SF MA". 1IM SF EFFECTIVE LOT AREA 14,594.75 S.F. F.A.R. CALCULATIONS TOTAL REQUIRED PROPOSED 3,800SF ISTFLOOR AREA AO-ISTFLOOR 269/SF -A7cAREA COVEREDPNLRY 2]HE ON A/C ABBAS& GARAGE P CAR) 577 SF VERFD PORCHES. 1,144 SF LANAI AREA 472 SF OVERHANGS OVER 211 TOTAL 3711 SF WINDINGS OVER T & CREEN ENCLIE11% 0 BE 2ND FLOOR AREA TOTAL F.A.R. PROPOSED 4,735 SF •�1 1�is4a'�uN �n AID FLOOR BALCONY 67 E A2-2ND FIDOA 11075E TERRACE ID 1216E TIITAL II95 SF ID'IPERVIOASAREA CALCULATION 4,916SFMAX Ira'®-5n+v-a i A/C-1STFIDOR 2694 BE AC PAD 50 BE COVERED ENTRY V SF GARAGE (2 CAR) S773F GENERATOR PAO 24SF RANDSCAPE 1672 BE LANAI AREA 4T2 BF OITIDOORLIVING IB3/SF !MLEQUIPPAD 21 SF UST FLOOR AREA 3,770 SP 2ND FLOOR PERNB77'HD So% OF ISTFLOOR 1,876.5 BF 2ND FLOOR PROPOSED-34.35% 1,295 BE I I ADDRESS: MOO POLO DRIVE, GULF STREAM, FL 33,183 13FACH FRONT DISTRICT 73725E Lo[ 6ts tvsa7s EQUAREFF£I emmluN mFN 9PA� 10% - sA37.s ss. PRovm>s sostx -oc %7 O y / £; 3 PROJECT G�//J LOCATION t� t I � O v J � 1 � � O E W {i U� T�s Do Job No. 2008067D FL-00W05 FORM-AA003379 A100 ® 2 VICINITY MAP n n n n n n n n n n n n n n II II II II II II II II II II II II II II III II I I.I 11 II I II I II II II II II II I II I II I II II II II II II I II I II II I II II II II 11 II II I II II II II I II II f II II II II II I II II II II I 11 II II II II II I II II II II II II II II II II II II II I II II II II it II II 11 II II II II 11 I II II II II 11 II II I I I � II II II II II II II II II �_ II II in! II I II II II u u u u u I , I , I , I , I , I , I , I , I 6FA a':. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7117 ® I HER CLOSET t % � 84• c Master Bath I I uu• . u. 'a MASTER BEDROOM I � I ' LINEN -- _ ----- HIS OLOSET o 1 - - .■■. III .... ,h -� IJ — �► —GREAT ROOM ENTRY FOYER Ali INUMUZZ III i D]Nlt!G ROOM N COVERED ENTRY ® s.zs• ' Tnv . ra \ 525' I = I' ;I �I I II �I I II �I I 1111111" OUTDOOR LIVING � J -- � lBQ i �asl 3 FIRST FLOOR PLAN -0.. J F- m M Q W LL J M LL z O F- w w O [J �1 U y U �o W •a x U� Job No. 2008067D f A201 a O IREMONS BY nnre � N r c C6 O � � Q HN S G C �T1 W m w W � O 0 v~i u q J O _ LL O �Ma H � i 0 VD U uo O W 'a H y x� U$ i SECOND FLOOR PLAN 1V4._ -. s ROOF PLAN 200 SERIES KEY NOTE LEGEND IDl GRAY SLATETDE OVERPREMANUFACTURED ROOF TRUSSES. RPFERTO STRUCIURALDRAWINGS @TRUSS DRAWINGS FOR ADDITTONALINFORMADON TAW SLOPE ROOF SYSTEM OPEN TAEI.LIS BY HARDIE ROVE OR EQUAL TTRuuceeEl.ow-REFERroF3.00R FLANS 2D5 LINEOPISTFLOORWALLBELOW. REFERTOFIAORPIA`1S CRICKET TYPICAL ROOF NOTES 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY Q.E. RIDGE UNES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...I 2. G.C. SHALL CONFIRM ALL STRUCTURAL COLUMNS AND BEAM SIZE, LOCATION AND REINFORCEMENT WITH STRUCTURAL ENGINEERS DRAWINGS PRIOR TO CONSTRUCTION. 3. G.C. TO VERIFY POSITIVE SLOPE AT FINISHED FLOOR TO ENSURE PER PRODRAINAGE AT ALL LANAIS, COVERED ENTRY, OUTDOOR LIVING SPACES, BALCONYS AND GARAGE 4. G.C. TO PROVIDE SUCRASEAL INSULATION AT THE UNDERSIDE OF ALL ROOF SLABS INCLUDING GARAGES, LANAIS AND BALCONIES T APPLICABLE. G.C. TO ALSO PROVIDE MAKE UP AIR EQUAL TO ULTRA AIR ADEQUATE FOR THIS SYSTEM. G.C. TO PROVIDE(2) VENTS INSTALLED INSIDE THE GARAGE OPEN TO THIN ATTIC SPACE S. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION OF 6. REFER TO THE REFLECTED CEI[JNG PLAN FOR ALL HEIGHTS, DIMENSIONS AND CEILING DETAILS. 7. G.C. TO COORDAINTE ARCHITECTURAL DRAWINGS WITH INTERIOR DESIGN DRAWINGS FOR EXACT DIMENSION AND CEILING DESIGN. S. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCION ROOF SPECIFICATIONS LOW SOPE ROOF DECK ALL LAW SLOPE ROOF DECKS ARE TO HAVE BITUMEN ROOFING MEMBRANE (45 MIL. MIN.) THE INSULATION SHALL PROVIDE POSITIVE DRAINAGE 70 ROOF DRAINS WITH A MIN. 1/9' PER FOOT SLOPE ROOFING MEMBRANE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH A 20 YEAR WARRANTY. �a� Sep_ Ze 1 ROOF PLAN r c O� [� U U (L•f�], O U Q� E� Uu b ��I \ L / - - A I \ L L - L V P - A I I V l t l \ L / - - A 1 \ L L - L V r - I 1 I V I t l 1 1 I 4 ' = t { Y t o w n o f G u l f S t r e a m F 1 F R O N T W I N D O W C O V E R A G E C A L C U L A T I O N O V E R A L L M O N F F L E V A T 3 0 N 1 0 9 0 S F 0 9 0 S F F R O N T W I N D O W C O V E R A G E C A L C U L A T I O N G L A S 5 1 l O S F G u n s ] o a s F G L A S S 1 1 1 2 S F G L A S S 1 2 1 2 S F G L A S S 1 3 2 9 S F G L A S S 1 4 1 S F G L S S 1 5 1 { S F G L A S S 1 6 1 4 S F G L A S S 2 I 6 S F G L A S S I ] S F G L A S S I i t S F G L A S B 5 1 6 S F G L A S S 6 1 0 S F G L A S S 1 0 S F G L A S S B t 0 S F G I A 4 5 9 1 2 S F I T Y T A L 2 0 0 S F O V E R A L L R E A R E L E V A T I O N - 1 , 0 9 0 S . F . ( 5 0 % M A X A L L O W E D M 5 S F . ) P R O V I D E D : 2 0 4 S . F . - 1 3 . 7 1 % - O K E K T T R I O R E L E V A T I O N 3 0 0 S E R I E S K E Y N U T S L R C F l I D S O I S M O O T H S T U C C O F I N S H . ( P A I N T O ) t A R w T Q I E W 6 P ) P R E C A S T W A T E A T A B L E D E C O R A T I V E S H I T I T F R I L O U V F R S B Y H A R D I E B O Y S O R E Q U A L P A R T : � G R A Y S L A T E T I E R O O F P N T E G R A R O O F T I I E ' B E R t t U D A N A T U R A L G R A Y " D E C O R A T I V E O U T R I G G E R S / R A F D R T A I S B Y H A R D M B O Y S O R E Q U A L P A T I M X X X R + - H I G H A L U M O 4 U M G U A R O R A R P A I N F : X X X X P R P . C A S T S ( L O 0 A R D I E P L A N K S I D W G O R A P P R O V E D E Q l l A t P A R T : X O G I X F Q w o o D n o o x w / o v E w l E A n u c u G 7 D E C O R A T I V E C O L U M N S B Y H A R O S B O Y S O R E Q U A L P A D T F : 7 I M P A C T R A T E D G A R A G E D O O R I W ( 0 D F I N I S H ) P A B . T : A . G O O K M E S S O R / G E N E R A T G P / E Q U I P M E N T ' 2 O N M N ' . 6 ' W � C O N C R E T E E Q L T P A f f i . 7 P A D . J �� O P E N T R P W S B Y H A M ) M B O Y S O R E Q U A L J , D E C O R A T I V E P R E - G A S T B A N D I N G J P O O L E Q U I P M E Y T - S E E P O O L S H O P D R A W I N G S ��J R E F E t T O L A N D S C A P E P I A N F O R S C R E E 1 d N G . J S T U C C 0 1 1 R A S T R A N D J ] R E A R W I N D O W C O V E R A G E C A L C U L A T I O N O V E R A L L R E A R E L E V A T I O N 1 0 5 T S F I m 7 S F R E A R W I N D O W C O V E R A G E C A L C U L A T I O N G L A S S I 1 0 S F G L A S S I O I B S F G L A S S 1 1 I B 6 F G L A S S 1 2 I B S F G L A S S 1 3 1 1 4 1 1 I S S F G L 4 9 S F G L A S S 1 5 1 0 a t G L A S 5 1 6 3 9 S F G L A S S I T 4 0 S F G L A S S 4 9 S F G L A S S 3 9 6 F G L A S S 1 0 S F G L A S S 5 2 4 S F G L A S S 6 1 4 S F G L A S S 7 1 4 S F G L A S S I I S 6 F G L A S 5 9 I B E l ' O T A L 4 1 4 S F O V E R A L L R E A R E L E V A T I O N - 1 . 0 7 S F . ( 5 0 % M A X A L L O W E D 5 1 1 3 S F . ) P R O V I D E D : 4 1 4 S . F . - 3 9 . 1 6 % - O K � R E V O O N S B Y I I N h e � O L U L �� r _ C C m Q W c o ) C / ) Q L L V W O M a V 0 MAX. ROOF PLIGHT ....... EL.+30'-0" A.F.F. 0. ROOF EL. 27'.3" A.F.P.------- Wi BEAM EL. 22'-0" A.F.F. T.O.SLAB -- I EL. 13'-V `1 T.O.BEAM N.V.OTAM �-- EL. IV-O" A.F.F. 316 301 310 316 i EL. 0'-0" (9.0 NAVD) GARAGE LEVEL 16 301 315 r�7 312 307 1 3� LEFT ELEVATION MAX. ROOF IffiIGFIT................................................................................................................................................................................................ RIGHT ELEVATION LEFT WINDOW COVERAGE CALCULATION OVERALL LEFT ELEVATION 992 SF S92 SF LEFT WINDOW COVERAGE CALCULATION GLA551 COVERAGE] GLASS 2 10 SF TOTAL m SF OVERALL REAR ELEVATION -592 SP (M%MAX ALLOWED S.F.) PROVIDED-20 SF. -22A% -OK EXTERIOR ELEVATION 300 SERIES KEY NOTE LEGEND 301 SMOOTINSIVCCOPmm TADN[COLORWIIREWISP) PRECASFWATERTABIE DECORATIVE SHUTS /LOUVERS BY HARGIE BOYS OR EQUAL PART: XXXX GRAY SLATE TILE ROOF ENTEGRA ROOF TILE-. MERMUDA NATURAL GRAY• DECORATIVE OUTRIGGERS / RAFTER TADS 303 BY NARUM BOYS OR EQUAL PAINT: XXXX 305 Mr HIGH ALUMINUM GUARDRAIL PADTT:XXXX 307 PRECASTSW. HARDIE PLANK SIDING ORAPPROVED EQUAL PAINT:IDXXX WOOD DOOR W/OVERNEAD LIGHT 310 DECORATIVE COLUMNSBYEARDEBOYSOREQUAL PAINT: 311 IMPACTRATED GARAGE DOOR (WOOD FDIISIU PAINT: 312 H ONMIN.6 CONCREM EQUIPMENT T IPMENT PAD. 313 OPEN TRELLIS BY HARDIE BOYS OR EQUAL 31N DENRATIVEPR&CASTBANDING 315 POOL EQUIPMENT- SEE POOL SHOP DRAWINGS REFER TO LANDSCAPE PLAN FOR SCREENING. 3t6 SNCCO/PRECAST BAND 31T RIGHT WINDOW COVERAGE CALCULATION LOWFA RIGHT IIEVATIGN sn SF UPPFRN(H17'HLEVATION LOSE TOTAL TSN SF RIGHT WINDOW COVERAGE CALCULATION GLASS' 10 SF GLASS 2 IO SF TOTAL m SF OVERALL. REAR ELEVATION -794 SF (50 % MAX ALLOWED 3M SY.) PRGVME)-20 SF. -L55% -OK S P 18 20210 town of Cie Siroam FL O REVISIONS BY I N O O J a F- �CC /CEy� W r_, D W QN F— Q O to C/) C:� U. D �� O 0 W � o � M� 3: O ^ MEMORANDUM TOWN OF GULF STREAM, FLORIDA OFFICE OF THE TOWN CLERK R1TA TAYLOR DATE: November 30, 2020 TO: Town Commission RE: Application for construction at 3247 Polo Drive The attached drawings were presented at the second hearing held by the ARPB on November 19, 2020. Cam= r. w,I I u I JL i o N co r w o Q REVISIONS BY DATE a s '° � � U 2 O W v, W Y � U Q W H Q a Q � Ww� QQo u LL -1 O W Q C O O l�cn Z N a O f WN U 2020 I ut gulf Stream, FL hMAX. ROOF HEIGHT---................................................................................................................................................................................... .......... ............ ...........: ............. Y EL+30•-0" A.F,F. PRECAST TRIM AND WATER TABLE WINDOW / DOOR FRAMES "BERMUDA BRONZE" BORAL "NATURAL GRAY" (SLATE ROOF TILE) Lorem Ipsum REAR ELEVATION (;z; I��iQ`!v ���� COLUMNS,TRELLIS OUTRIGGERS. CORBALS BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE OC-17 HC-166 HC-168 (FIELD) (COLUMNS / CORBALS) (GARAGE DOOR) 1� O U U � r O �Hi Cu W 'al 'C Jt a t .ta r v � r .. EBB i _ NEW, AG TMoore[ lit . - s MEN r ;.� � � a�/�/ _. _ - _ _ _ _._ _ __ _ ��'V .;f• �.:s, ,;- .. ��� _ �fJ�l" �St,,•!, � --,mow,'` ',) :r� � . Vq v All 'sa a •i A; j .a% a( � spry s r < �t `L� r r -- - 's x � t"•; yalp + i' • w s. 'aii t '�` • r •y8,''. w ;k: � flu .. n;.s '4 rt9 . a t 4 91 r.' yy "s ?.`ki4.s- ..! X-r4vtii4 ct^ ' .s^:t: '.:,33'e�.: AGT -' . `.� f �x 14, Vic'` •n ti 1�. .¢� -+' '� i w VP _-. , `'-...:;. _, -r y, . +., yak �,.Ai7{,� �:� 4,-_-,�•� r -�: ��a�P 1 ���. ''r �C �i _ "1- •1, l' wA"� -.,,^ �,r ;* 'r.t a n� .�r.�.� c _ aA` - ���' �. ,. oll l '1 F p yn v 1.-,- q •.,,. . w.' .• •.�... . •s a- Z_ .7:..R,y x it.;. c a _ � :l �, c: �, c b v z. �' r , + ! � ,1 + ' � x•�' + J kr;,`t .r Y +q >; 9' µ ci r.^ r v ,��` � k4�:`�,i,"r'- , ,'�,� � ,�"-.--,r• ,;,,' �, 1 f L ■ t t..v,; f - ,r. ( �.. - s' +'k'%� • •.\fit. ,y,....-.._:."' ... _ ra t �-' �v 4 L}6..- �}�.. 1'4` t 4`''� ,� .:� -.�� �:.�. f �._*. < l� ! •'s'� 4F,. t. _.Aj .$'. t, r , —:,; ;,.fhb q a. ■ • -.--' J t �- .- �..� r' ys; ,rtG < t. - :i� i'1'r d,.- :'.i. •Ai ;W," <. de n 'JOT _ � 'a�y.)� � � ,3..J✓ id > >� y.� _ , SFr ' Y .•axe ,t'. ia� : ' . � •: ri, � �. {''r •J�,r r6. .;', _ 4 13�, �,�„' ?.�Q _.4t! ,. � y. -•� ., ._ b ,:� f . �.� .. � � 7i%—icy _ 3y - '"�s.,,'.. '�`�t � .�y °y M . .. . -.- .. t-F : �ti_.. -. - ._ rya ....., ',: :. _ _ �. 1� ✓ - y, - u A_ AG PLANT LIST *` KEY OTY PLANT AND SPECIFICATION TREES AND PALMS ` .. N BS I Bursero simborubo (Gumbo Limbo) 14' ht., character branching ` Cg 1 Cossio jovanica (Pink Cassia tree) $ 10' ht., 5' spr., full canopy CN 4 Cocos nuclfero 'Moypon' (Coconut Palm) ` 5-8' ..w. his., 20-25' .... ht., heavy CM 8 Coryota mitts (Flshten Palm) 12' ht., 6' o.c. full to base, matched for screening "y LJ 2 Ligustrum jopaninum (Japanese Privet) ht., 5 full PE3 2 8-10' spr., canopy Pychospeirma elegans (Alexander Palm) 18' ht- triples, matched full _ Sp 10 Sabel Palmetto �Sobd Palm) 4 0 14'. 4 0 18, 2 O 22' oar hts. VM 6 Veitchia montgomeryona (Montgomery Palm) 16' ht., 8' cA., matched full WB 3 Wodyetia bifurcate (Foxtoil Palm) F 16' ht., 8' g.w., matched full KEY OTY PLANT AND SPECIFICATION SHRUBS, GROUNDCOVERS AND ACCENTS ALO 12 Alocacia parted- 4- ht., full, matched ANN 20 Flowering Annuals (Per Season) 4' pot, 12 spr., 12" o.c., per owner & L.A. ALV 7 Alpinio Z.'Variegate (Variegated Shell Ginger) 24' ht., 24' spr., full BEG 8 Buonfa odorota 'alb.' (White Angel Wing Begonia) 18 ht., 18' spr., full, not shade -grown BOU 4 s. 'Purple (Bougainvillea Vine) pvnieo httrain to trellis, full BRO 2 Bromeliode spp. (Silver Bromeliad) .. 16"-20' spr., N CHR 105 Chrysobalanus icace (Cocoplum) 24' hL, 24' spr., full, 2' o.c. .. N CLU 53 Clusio guttifera (Small Leaf Clusla) 5' ht.. 30" spr., 30' o.c. CRO 18 Croton 'Mommey (Mommey Croton) 18" ht., 16" spr., full ED 2 Eloeocorpus decipiens (Japanese Blueberry) 6' ht, 3' spr., standard, full, matched FD2 5 Elaeocor decipiens (Japanese Blueberry) Sys 10' ht., 5' spr., standard, full, matched xx FGI 157 Ficus microcorpa. 'Green Island' (Ficus Green Island) 14' ht, 14' spr., full, 18" o.c. GAR 2 Gorcinio spiccto (Garcinic) 6' ht., full to ground, matched IXD B Ixoro coccinea 'Moui Yellow' (Yellow Ixoro) 16' ht., 16" spr., full, 18" o.c. JAS 50 Josminum multiflorum (Downy Jasmine) 18" ht., 18' spr., 18" o.c. UR 60 Liriope muscori 'Big Blue' (Big Blue Liriope) 12' ht., 12' or.. full,_12' o.c. MON 3 Monster. deliciosa (Monster. Plant) 30' ht., 30" spr., MUS 2 Musseendo spp. (Pink Musseanda) - 5' ht., 5' spr., matched PHI 30 Philodendron 'Burte Mori' (Burte Marx Philodendron) 14" ht., 14' spr., 18' o.c. POD 54 Podecorous macrophytlum (Podocarpus) 4ht., 20" spr., full, 24" o.c. POD2 26 Podocarpus macrophyllum (Podocorpus) 6' ht., 24' spr., full, 24' c.c. PRI 139 Podocarpus spp. 'Prsngles (Pringles Podoccrpus) 18" ht., 18" spr., 18" o.c. N PEP 60 Peperomio obtusifolia (Peperomio) 6" ht., 6' spr., full, 12' o.c. xx PR3 1 Phoenix roebellenii (Dwarf Date Palm) 6' ht., triple RHA 1 Rhapis excels. (Lady Palm) 48' ht., full STR 2 Strelitzia regic (Bird of Paradise) 30' ht., 30' spr. full dump TRA 130 Trachelospermum asiaticum (Asiatic Jasmine) 4' ht., 8' spr., 12" o.c. SOD St. Augustin Floritam sod Contractor to determine quantity. MULCH 3' of Non -Cypress Mulch Contractor to determine quantity. - DEN07ES DROUGHT TOLERANT N DENOTES NATIVE SPECIES NOTES All µant moterid to be Florida fl or better. Sod to be St Augustine 'Floralwn', conboclor to determine quantfly. Ag sod and landsmpe to recein 100% coverage from automatic krigation system using approved water sera Cmhdw responsible forall conditions and landscape specficoUans attodred to this plant list Plan and specifications shall be considered Contract Documents Muish, topsoil, and fedNer to be applied according to specification SPECIFICATIONS NOiNENCIATIX AR plant rgateral used shag be true to none and she in conformity with the Flordo Nurserymen s Grades and Standards 2015, and shall be Florida trade F or better. Plants which do not meet spedfuntims will not be accepted PLANT LIM Ouanthim sizes, and location al plants sit be deleonied by plan and pled lists. Sae of plant shall take precedent over conta'sin sae. Sparing of grand Boras sit be determined by plant tots. Wantities shown an pplIant lists are to be used as a guudd'ine only. Cmtredv will be respm$ble for val8cotton of ac of qumtiU called for an pions D'uvepmees should be brought to the attention d the Lone Arch* ant. RMS11M CN&I No substitution, shall be accepted without caned of Landscape Architect Any intended shbslihdians shall be detailed an the hid PLANING SOL Tom shin be dean, sterile, and free of debris or other foreign material. Trees and palms sNeO be dmled �th o min. of B' topsail (50R murk, 50% sand) an sides and bottom of root * Aootd outings shall be µmtd in beds with a min. of 4' of topsoil world into the top 6 of eristing sal FERTILIZER Palm and Tropical festSaa (12-4-12) or opprored equal shag be applied afterplanting and pior to mulching per manufacturers recommendd apµicotion rates MIROh An trees shell be muldhd with 3' of�pppared shredded mulch ina 3 foot din. Bide Ail shMs and gromdcevr beds shot be mulched with of of approved shredded mulch inbeds shown an plan or n beds 3 aide fairs Mu lch should be Grade 'A' antes other*., approved PLANING PRDCEO'J(�'. All plants shay be planted at soli levels at which they were previously groan Rrub and hedge material shall be planted a min. 2' .say from vans ar other obstructions Material with a mature sae greater than any overhangs shall be planted away trom ow rhangs so as not to impede the naiad ggoowth hoWL Sabel Palms a , to be planted xr pn sand. II necesoy, sari Is through cry panpactad building subgrode to undisturbed sal and boddM with planting ant. WATERNG: AB plant material shall be watered in tharw¢riy after Installation so as to remove all air pockets. B6B material and be watered every day for a minimum me seek aid and thereaftn so as 10 keep continually moat anti find occglance of the landscape nsto�ation. Contractor shill notify oma of other watering requkrnents after Installation. WING: All bees 8' a beta shall be guyed w stoked to provide woe support wen that the mislaid will stay straight and true through the guarantee perrod. Methods used vW be such that no hpry. case to µcols GLshoo be dime at the option of the Contractor unless specifically requested by the Lmdscepe kdhitecl,yyinm9g however. Contractor shag still be respmsbte fa all trees and pains remanng sbarghl and true throughout the guarantee priori SOD: Sod and be dense, greens and well rooted, and free of debris weeds, obfctimable graces, tram or npdoos Insects. A complete 6-6-6 Wizer shall be spread at a mle of 5 0s per 1000 sq It. Sod be watered to a depth of 4' after lasing. All arms to be sodded shoo be walked smooth and all debris removed prior to Installation. GUNW111- All plant materials shall be guaranteed for 1 year after comµetim of pe}aL Palms am to be ghamteed far 1 year. Gummlee applies to health, position, and sae Replocrnnt cost 4 be carded by Contractor. SEP 18 rowil Of Gig, MJLAND' LANDSCAPE ARCH17ECIURE Q t 132 NORTH SNINTON AVENUE Q DELRAY BEACH. FL 33444 Q T (561) 276-5050 F (61 276-8777 ww.ogilond.cwn Z O 4�CENT I L% I i O SOD I aI 4 38 L U. 0 I Z I 'Z WWc IC a. LU } 1 W EXISTING 1 GUMBO SOD UM80 z 60 I 0 17 6 H I W 2 i 09� Town of Gulf Stream King Tide Resiliency Assessment Technical Memorandum December 2020 Prepared by BAXTE Om"WOODMAN Consulting Engineers BAXTER & WOODMAN, INC. 477 S. Rosemary Ave., Suite 330 West Palm Beach, FL 33401 EB-31795 Town of Gulf'Stream king Tide Resiliency Assessinew — Technical Afemorandurn Introduction The Town of Gulf Stream (Town) has requested that Baxter & Woodman, Inc. (Consultant) perform engineering services to assess the Town's stormwater resiliency. This request followed recent king tide events that resulted in water levels in the Intracoastal Waterway breaching the top of an existing seawall and sheetflowing over private property and washing into the Town's road right-of-way. This technical memorandum presents the findings regarding flooding vulnerability as a result of king tides by identifying (1) low areas within the Town's rights -of -way, (2) the level of protection provided by existing check valves on stormwater outfall pipes and (3) identifying other areas threatened by potential seawall breaches. The effects of projected future sea levels are also examined with recommendations for the Town to consider for phasing improvements to prevent or mitigate the flooding. Low Lying Areas To determine low lying areas, it was necessary to establish the elevation to use as a benchmark. This elevation was based on the historic king tide elevations that have occurred. The elevation was determined by reviewing monitoring information collected by the South Florida Water Management District (SFWMD) at the nearest canal control structure (S-40) located on the C-15 Canal at Federal Highway where water levels are monitored both upstream and downstream of the structure. The downstream side of the structure represents the Intracoastal Waterway. Figure 1 shows the daily high tide elevations between 1985 and 2020. The spikes in the graph are indicative of king tides. Based on this information, an elevation of 3.0 feet, NAVD was used as the expected king tide elevation, which is approximately 2 feet above the current average high tide elevation. Daily High Tide at SFWMD S-40 Structure NAVD ..... Linear (NAVD) 3.5 3 2.5 0 2 Q 1.5 Z 1 `- 0.5 0 -0.5 -1 14-Nov-84 7-May-90 28-Oct-95 19-Apr-Ol 10-Oct-06 1-Apr-12 22-Sep-17 15-Mar-23 Figure 1: Monitoring data to determine king tide elevations 13aa7er & Woodman, Inc. Town of 'Gitlf Slh•eam King Tide Resiliency Assessment — Technical Memos-andinn In 2018, Palm Beach County requisitioned new Light Detection and Ranging (LiDAR) datasets covering the entire County to replace 2007 datasets that only covered coastal areas of the County. These datasets include elevations obtained by measuring the time differential of sending and receiving light projected onto the ground by lasers at high altitudes. The new datasets have twice the resolution with data points of elevation every 2.5 feet and they have also been found to be more accurate than the previous datasets. The LiDAR datasets that correspond to the Town were merged together to create a single spatial dataset that was then used to identify areas that are below the threshold of 3.0 feet, NAVD. In regard to the problem that was observed recently of king tide water levels exceeding the seawall at 3550 Polo Drive, Figure 2 shows that a low lying area extends between the road and the water, confirming the observations of water rushing into Polo Drive. Polo Drive includes a stormwater system consisting of inlets, pipes and a stormwater pump station. The overflow that occurred into the system was in excess of what the pump station could handle and resulted in flooding as the system, at this point, was equalized with the Intracoastal Waterway and was simply recycling sea water. This not only creates road hazards, but is also detrimental to the pump station which likely ran nonstop for several hours. The station was also designed for freshwater flow and could be negatively affected by prolonged pumping of brackish water. Brea 2 Observed ! + ! ! It is important to note that while seawalls Figure 2: King tide breach offer a level of protection, most lots are graded higher than the seawalls which can offer an even greater level of protection by forming a barrier between the Waterway and roads. Lots are graded higher because finished floors of homes are typically required to be higher than the adjacent road.. The low elevations along the southern portion of 3550 Polo Drive contributed to the breach of flow that occurred there. Low lying areas for the entire Town are shown in Figure 3 along with the existing stormwater pipes. The pipe locations are important because if they extend between the Intracoastal Waterway and the low lying areas, they could carry the tide waters up into the streets unless stormwater check valves prevent that from occurring. The locations of existing check valves are also shown. Baxter & rfOOdfrlurt. lnL 5 r Town of Gzlll'Streom King Tide Resiliency Assessmenl — Technical Alemorandilm Check Valves Check valves are the first line of defense against king tides backing up into a piped drainage system. These valves allow flow to move in only one direction and can prevent water from backing up into the streets from the Intracoastal Waterway. Pipes will normally allow water to move in either direction depending on which side of the pipe has the higher water level. The side with the higher level will create pressure forcing the water to move to the side with the lower water level. Check valves use this pressure to open the flow if the flow is in the correct direction and close the flow if it is not. There are two types of valves. An "inline check valve" includes a conical rubber diaphragm located inside the pipe and is normally closed. Pressure from the upstream side of the pipe forces the valve to open. Another valve, commonly referred to as a "duck bill" valve" works in a similar manner, but is attached to downstream end of the pipe. The valve is normally clamped shut and rolls inward. Water pressure forces the valve to open. Figure 4 shows these two types of valves. There are other mechanical types of valves not typically used for stormwater applications due to their cost. Figure 4: Inline check valve (left) and Duck Bill check valve (right) The inline check valve is a newer technology and has advantages over the duck bill valve. It is less susceptible to barnacle growth and degradation due to the sun's UV rays. Both of which can negatively affect the ability to open and close properly and can shorten the life of the valve. The inline check valve will also open under lower pressures meaning that water does not need to build up as high before opening, This is referred to as head loss. The Lower the head loss means that more water can pass through the pipe unimpeded. The Town currently has five check valves attached to outfall pipes. Four of the valves are older duck bill style valves and one, installed two years ago, is an inline check valve. These locations are shown in Figure 3. The southernmost valve in the figure is the inline check valve. It is recommended that the older duck bill valves be replaced with the newer inline check valves. Furthermore, based on a review of the areas prone to king tide flooding, it is recommended that additional check valves be installed as discussed in the Recommendations section. Buxler & 1$'oodman, Mc. Tou,n of Unlf ,9ream King Tic -ire Resiliency Assessment — Technical Alemoruntlnm Future Conditions Despite the uncertainties regarding the causes, Sea Level Rise (SLR) is occurring along Florida's coasts. This has been most noticeable with the king tides which have inundated more areas in recent years than in the past. It is also evident in the monitoring data that has been collected over the past 40 years, including the data collected for this assessment. Figure 1 includes a computer generated trend line of daily high tide elevation at SFWMD's S-40 Structure which indicates that the average high tide has risen approximately 6 inches since 1985. The Unified Sea Level Projection was published in October 2015 and updated in 2019 by the Southeast Florida Regional Climate Change Compact (SEFRCCC) with regional projections for the period from 1992 through 2100. This publication is being used by local municipalities for SLR planning purposes. The unified projections include three global mean curves that were regionally adapted to account for observed acceleration in SLR in South Florida as shown in Figure 5. SEFRCCC's recommended application of these curves is as follows: Unified Sea Level Rise Projection 200 (Southeast Florida Regional Climate Change Compact, 2019) IPCC NOAA _ p 180 O Year intermediate NOAA High Median 175 NOAA Extreme LL High (inches) {inches) inches ;0 160 °J > >140 2040 10 17 21 6 1: Y NOAA High > 2070 21 40 54 i v 120 n 2120 40 92 136 c 100 i 92 NOAA Z v 50 Year Planning Horizon Intermediate High J c 80 M �= v n ' 60 ro 5� a / 40 40 ,q ¢ 40 Ipr'r KA.Aian @ ; Observed 20 5-Year Average 17 Mean Sea Level — 21 0 10 1990 2000 2010 2020 2030 2040 2050 2060 2070 2080 2090 2100 2110 2120 Year Figure 5: Unified Sea Level Rise Projection Curves Barter- & 11"Oodnlcrn, Inc i Toi-rn of Gvlf Stream King Tide Resilience Assessment — Technical Nlemorunchim The NOAA Intermediate High Curve is typically applied to residential areas where access to homes is the primary concern. Based on SEFRCCC's recommendations the SLR in 2030 will be approximately 10 inches than the level in recorded in 1992. As stated previously, sea levels have risen approximately 6 inches since 1985. It is estimated that four of those inches occurred between 1992 and 2020 which suggests that an additional 6 inches can be expected between 2020 and 2030. The LiDAR dataset was used again to identify areas that are below the threshold of 3.5 feet, NAVD (3.0' current high tide plus the additional 6" anticipated by 2030). These areas are shown in Figure 6 and represent areas prone to king tide flooding in 2030. Current flood prone areas are also shown to provide a reference of flood prone area increases that can be expected between 2020 and 2030. Bawer X ll oodmaa tnc. t i t T'l t « d� I Town of Gulf Stream King Title Resiliency Assessment — Technical Memorandum Recommendations Based on current and future king tide projections, the following short term and long term (before 2030) recommendations are offered for the Town's consideration. • Existing duck bill style check valves should be replaced with the newer inline check valves that can operate more efficiently and are less prone to barnacle and UV rays that can affect the performance over time. Three of the valves should be replaced short term and one should be replaced long term as shown on Figure 6 provided that it is periodically inspected and functioning properly. • Three additional inline check valves should be installed in the short term and one in the long term as shown on Figure 6. These are at locations where valves currently don't exist. This recommendation is based on the extent of the current and future king tide prone areas. • Areas of concern should be addressed. These four areas are shown on Figure 6 and described below, starting from north to south: o The LiDAR information indicates that a small portion of The Little Club golf course may be susceptible to king tides. A breach of seawater from the Intracoastal Waterway could potentially enter the golf course lakes which are connected to the Town's roadway drainage system and could result in roadway flooding. The Little Club is a private golf course and should be asked to investigate the concern. o The low elevations along the southern portion of 3550 Polo Drive contributed to a breach of flow that recently occurred at that location. The yard area on the south side of home on that lot should be regraded to a minimum elevation of 4.0 feet NAVD. This will need to be coordinated with the property owner and a landscape architect and should be occur as soon as possible. o The final two areas are located at the west ends of Banyan Road and Palm Way and have very similar potential issues. Those portions of the roads are located immediately adjacent to the water and exhibit low elevations according to the LiDAR information. These areas should be surveyed and, if confirmed, improvements such as raising the roads or the seawalls should be considered. Note: This assessment did not include a review of the condition or the top elevations of seawalls which vary based on location and lot boundaries. The seawalls, however, are typically lower than elevations within the lots which slope up to the finished floors. These higher elevations on the lots provide more protection of the roadways than the seawalls offer. The exception is where roads are adjacent to the water. In regard to the valve recommendations, the Town should inspect the relevant existing outfall pipes and consult with a valve supplier to verify suitability of their products based on the existing conditions. Bcxrler car 1 OOdrncrrt, h7C TOWN OF GULF STREAM BALANCE SHEET & CASH & BUDGET REPORT Unaudited As of November 30, 2020 TABLE OF CONTENTS SECTION PAGE(S) Last Fiscal Period Summary and Highlights........................................................................... 1 CashBalance Sheet..................................................................................................................... 2-3 BudgetReport, General Fund............................................................................................................... 4-8 BudgetReport, Water Fund................................................................................................ 9-10 Budget Report, Undergrounding Fund.................................................................................... 11-12 Budget Report, Penny Sales Tax Fund................................................................................... 13 November 2020 - Summary and Highlights • The first three distributions of the FY2021 Ad Valorem Taxes have been received • Typically, the General Fund will have a balance due to the Water Fund, however due to the payments to Foster Marine for the Al A Watermain Phase II Project payments, and the most recent utility billing, the Water Fund currently owes the General Fund $544,187.47. Once the payments for the utility bills are received and an adjustment fund transfer is made this will correct itself. • Fiscal Year 2020 was officially closed as of 11/30/2020, no other revenues or expenditures will be allocated to this fiscal year. • Some expenses are paid in full at the beginning of the fiscal year, examples of this is the Delray Beach Dispatch contract and the General Liability Insurance for the Water Fund. -I- General Fund 001 Assets Town of Gulf Stream Balance Sheet November 30, 2020 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Cash - Oper Account $290,041.37 $0.00 $0.00 $0.00 $0.00 Cash - P/R Account $8,120.35 $0.00 $0.00 $0.00 $0.00 Cash - Operating MMA $5,189,758.54 $0.00 $0.00 $0.00 $0.00 Cash - Flagler Bank CD $274,747.81 $0.00 $0.00 $0.00 $0.00 Legacy Bank CD $280,944.96 $0.00 $0.00 $0.00 $0.00 Synovus (Florida Community Bank) CD $249,749.91 $0.00 $0.00 $0.00 $0.00 Bank United CD $257,782.68 $0.00 $0.00 $0.00 $0.00 Cash - Petty Cash $200.00 $0.00 $0.00 $0.00 $0.00 Accounts Receivable - Garbage $87,255.01 $0.00 $0.00 $0.00 $0.00 Miscellaneous Receivable ($408.35) $0.00 $0.00 $0.00 $0.00 Inventories $2,415.87 $0.00 $0.00 $0.00 $0.00 Penny Sales Tax MMA $0.00 $0.00 $0.00 $98,737.05 $0.00 Underground Proj Pymt Fund - Checking $0.00 $0.00 $136,384.80 $0.00 $0.00 Cash - Suntrust MMA $0.00 $0.00 $269,311.61 $0.00 $0.00 Assessment Receivable $0.00 $0.00 $473,018.57 $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 $2,527,617.41 $0.00 $0.00 $0.00 Accounts Receivable - Water $0.00 $524,806.07 $0.00 $0.00 $0.00 Accounts Receivable - Reserves $0.00 $74,526.02 $0.00 $0.00 $0.00 Admin/Late Fee Revenue $0.00 $3,543.84 $0.00 $0.00 $0.00 Accounts Receivable-Backilow Preventer Test $0.00 $1,885.00 $0.00 $0.00 $0.00 Less: Allowance - Water $0.00 $25,000.00 $0.00 $0.00 $0.00 Due From General Fund $0.00 ($544,187.47) $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 T Bid $0.00 ($1,167,726.36) $0.00 $0.00 $0.00 Equipment and Furniture $0.00 $105,737.55 $0.00 $0.00 $0.00 Accumulated Depr - Equip/ Furn $0.00 ($83,976.00) $0.00 $0.00 $0.00 Construction in Process $0.00 $58,909.31 $0.00 $0.00 $0.00 HRA Custodial Fund Account $0.00 $0.00 $0.00 $0.00 $212,231.54 Total Assets $6,640,608.15 $4,135,057.09 $878,715.02 $98,737.05 $212,231.54 -2- General Fund 001 Liabilities and Fund Balance Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Liabilities Accounts Payable $39,605.49 $0.00 $0.00 $0.00 $0.00 Oper Fund due to Other Funds ($538,883.80) $0.00 $0.00 $0.00 $0.00 Accrued Compensated Absences $0.48 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable ($38,198.84) $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $8,734.04 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $2,589.44 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $22,533.82 $0.00 $0.00 $0.00 $0.00 FICA Taxes Payable $3,144.02 $0.00 $0.00 $0.00 $0.00 Other Insurance Deductions $40.01 $0.00 $0.00 $0.00 $0.00 Deposit:Damage Bond/Plans $55,000.00 $0.00 $0.00 $0.00 $0.00 Due to General Fund $0.00 $0.00 $0.00 ($5,303.67) $0.00 Deferred Revenue $0.00 $0.00 $473,019.05 $0.00 $0.00 Accounts Payable $0.00 $47.68 $0.00 $0.00 $0.00 Water Accrued Wages Payable $0.00 $0.13 $0.00 $0.00 $0.00 Accrued Compensated Absences $0.00 $1,052.92 $0.00 $0.00 $0.00 FICA Taxes Payable $0.00 $1,197.52 $0.00 $0.00 $0.00 Deferred Revenue $0.00 $4,260.00 $0.00 $0.00 $0.00 HRA Liability $0.00 $0.00 $0.00 $0.00 $212,231.54 Total Liabilities ($445,435.34) $6,558.25 $473,019.05 ($5,303.67) $212,231.54 Fund Balance Reserve for Dredging $17,820.00 $0.00 $0.00 $0.00 $0.00 Fund Balance $7,068,223.49 $0.00 $0.00 $0.00 $0.00 Fund Balance $0.00 $0.00 $0.00 $104,040.72 $0.00 Fund Balance $0.00 $0.00 $405,695.97 $0.00 $0.00 Retained Earnings - Unreserved $0.00 $3,714,865.70 $0.00 $0.00 $0.00 Retained Earnings - Reserved $0.00 ($124,282.84) $0.00 $0.00 $0.00 R/E Reserved For D/S and R & R $0.00 $537,915.98 $0.00 $0.00 $0.00 Total Fund Balance $7,086,043.49 $4,128,498.84 $405,695.97 $104,040.72 $0.00 Total Liabilities and Fund Balance $212,231.54 $98,737.05 $878,715.02 $4,135,057.09 $6,640,608.15 -3- 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 Town of Gulf Stream Income Statement General Fund as of November 30, 2020 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget $488,844.56 $385,150.41 $103,694.15 $1,714,587.23 $4,621,805.00 ($2,907,217.77) $4,621,805.00 ($19,770.39) ($13,750.00) ($6,020.39) ($68,800.06) ($165,000.00) $96,199.94 ($165,000.00) $0.00 $125.00 ($125.00) $0.00 $1,500.00 ($1,500.00) $1,500.00 $469,074.17 $371,525.41 $97,548.76 $1,645,787.17 $4,458,305.00 ($2,812,517.83) $4,458,305.00 $0.00 $100.00 ($100.00) $0.00 $1,200.00 ($1,200.00) $1,200.00 $64.70 $208.33 ($143.63) $89.70 $2,500.00 ($2,410.30) $2,500.00 $64.70 $308.33 ($243.63) $89.70 $3,700.00 ($3,610.30) $3,700.00 $2,840.00 $5,833.33 ($2,993.33) $26,660.00 $70,000.00 ($43,340.00) $70,000.00 $10,723.00 $25,000.00 ($14,277.00) $33,383.00 $300,000.00 ($266,617.00) $300,000.00 $13,563.00 $30,833.33 ($17,270.33) $60,043.00 $370,000.00 ($309,957.00) $370,000.00 $322.85 $133.33 $189.52 $322.85 $1,600.00 ($1,277.15) $1,600.00 $322.85 $133.33 $1,600.00 ($1,277.15) $1,600.00 $2,513.95 $2,416.66 $97.29 $2,513.95 $29,000.00 ($26,486.05) $29,000.00 $1,833.59 $1,833.00 $0.59 $3,667.17 $22,000.00 ($18,332.83) $22,000.00 $0.00 $33.00 ($33.00) $0.00 $400.00 ($400.00) $400.00 $6,525.98 $5,750.00 $775.98 $6,525.98 $69,000.00 ($62,474.02) $69,000.00 $0.00 $108.00 ($108.00) $0.00 $1,300.00 ($1,300.00) $1,300.00 $0.00 $4.16 ($4.16) $0.00 $50.00 ($50.00) $50.00 S10,873.52 $10,144.82 $728.70 $12,707.10 $121,750.00 ($109,042.90) $121,750.00 $4,488.04 $4,166,66 $321.38 $9,247.00 $50,000.00 ($40,753.00) $50,000.00 $4,488.04 $4,166.66 $321.38 $9247.00 $50,000.00 ($40,753.00) $50,000.00 $11,961.39 $9,833.33 $2,128.06 $11,961.39 $118,000.00 ($106,038.61) $118,000.00 $0.00 $316.66 ($316.66) $0.00 $3,800.00 ($3,800.00) $3,800.00 -4- Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget $11,961.39 $10,149.99 $1,811.40 $111961.39 $121,800.00 ($109,838.61) $121,800.00 Local Communication Svc Tax Communications Services Tax $4,167.25 $4,750.00 ($582.75) $4,167.25 $57,000.00 ($52,832.75) $57,000.00 $4,167.25 $4,750.00 ($582.75) $4,167.25 $57,000.00 ($52,832.75) $57,000.00 Garbage Collection Fees Garbage Collection Fee $53,221.82 $13,000.00 $40,221.82 $53,221.82 $156,000.00 ($102,778.18) $156,000.00 $53,221.82 $13,000.00 $40,221.82 $53,221.82 $156,000.00 ($102,778.18) $156,000.00 Utility Service Tax Utility Service Tax - Electric $18,123.50 $16,000.00 $2,123.50 $18,123.50 $192,000.00 ($173,876.50) $192,000.00 Utility Service Tax - Gas $510.38 $1,083.00 ($572.62) $510.38 $13,000.00 ($12,489.62) $13,000.00 Utility Service Tax - Propane $248.67 $1,083.00 ($834.33) $248.67 $13,000.00 ($12,751.33) $13,000.00 $18,882.55 $18,166.00 $716.55 $18,882.55 $218,000.00 ($199,117.45) $218,000.00 Contributions and Donations Contributions - Community $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 Other Certification, Copies, Misc Ot $230.00 $208.00 $22.00 $605.00 $2,500.00 ($1,895.00) $2,500.00 Clerk's Charges & Fees $0.00 $58.00 ($58.00) $0.00 $700.00 ($700.00) $700.00 Other Contractual Agreements $0.00 $1,250.00 ($1,250.00) $0.00 $15,000.00 ($15,000.00) $15,000.00 Other Miscellaneous Revenue $347,850.00 $16.66 $347,833.34 $347,850.00 $200.00 $347,650.00 $200.00 Operating Transfer $0.00 $50,000.00 ($50,000.00) $0.00 $600,000.00 ($600,000.00) $600,000.00 $348,080.00 $51,532.66 $296,547.34 $348,455.00 $618,400.00 ($269,945.00) $618,400.00 Total Revenues $934,699.29 $515,710.53 $418,988.76 $2,164,884.83 $6,188,555.00 ($4,023,670.17) $6,188,555.00 Expenditures Admin & General Executive Salaries $9,180.56 $9,945.41 $764.85 $16,983.76 $119,345.00 $102,361.24 $119,345.00 Regular Salaries - Admin $24,864.43 $34,528.25 $9,663.82 $45,999.28 $414,339.00 $368,339.72 $414,339.00 Contingency - Miscellaneous $0.00 $6,250.00 $6,250.00 $0.00 $75,000.00 $75,000.00 $75,000.00 Overtime- Admin $457.56 $416.00 ($41.56) $846.48 $5,000.00 $4,153.52 $5,000.00 FICA Taxes $2,596.97 $3,179.16 $582.19 $4,840.46 $38,150.00 $33,309.54 $38,150.00 Retirement Contributions $7,122.20 $7,715.75 $593.55 $13,176.03 $92,589.00 $79,412.97 $92,589.00 Life and Health Insurance $4,948.23 $9,532.50 $4,584.27 $27,836.35 $114,390.00 $86,553.65 $114,390.00 Legal Services -Planning Board $0.00 $491.66 $491.66 $0.00 $5,900.00 $5,900.00 $5,900.00 Misc. Prof Svcs.- Building Inspections $10,723.00 $25,000.00 $14,277.00 $33,383.00 $300,000.00 $266,617.00 $300,000.00 Misc Prof Svcs - TH $4,705.25 $4,333.33 ($371.92) $7,648.25 $52,000.00 $44,351.75 $52,000.00 Accounting and Auditing Fees $4,602.68 $1,666.66 ($2,936.02) $4,602.68 $20,000.00 $15,397.32 $20,000.00 -5- Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Property Trash Removal/ Mowing $1,909.78 $250.00 ($1,659.78) $1,909.78 $3,000.00 $1,090.22 $3,000.00 Travel and Per Diem - TH $0.00 $375.00 $375.00 $0.00 $4,500.00 $4,500.00 $4,500.00 Communication - TH $799.96 $1,250.00 $450.04 $2,321.05 $15,000.00 $12,678.95 $15,000.00 Postage $6.95 $291.66 $284.71 $171.95 $3,500.00 $3,328.05 $3,500.00 Electric -TH $1,037.38 $750.00 ($287.38) $1,334.56 $9,000.00 $7,665.44 $9,000.00 Water $3,318.54 $1,666.66 ($1,651.88) $3,354.94 $20,000.00 $16,645.06 $20,000.00 Rental and Lease Expense $380.62 $291.66 ($88.96) $390.61 $3,500.00 $3,109.39 $3,500.00 Insurance - Liab/Prop/WC $0.00 $15,416.66 $15,416.66 $6,078.00 $185,000.00 $178,922.00 $185,000.00 Insurance - Property $0.00 $583.33 $583.33 $6,800.00 $7,000.00 $200.00 $7,000.00 Building Maintenance - TH $328.79 $1,666.66 $1,337.87 $3,562.30 $20,000.00 $16,437.70 $20,000.00 Lawn Maintenance $650.00 $1,000.00 $350.00 $1,050.00 $12,000.00 $10,950.00 $12,000.00 Bird Sanctuary Maintenance $0.00 $208.33 $208.33 $0.00 $2,500.00 $2,500.00 $2,500.00 OfficeEq/Supp/Computer -TH $1,796.25 $2,916.00 $1,119.75 $9,113.76 $40,000.00 $30,886.24 $40,000.00 Printing and Binding - TH $90.05 $708.33 $618.28 $90.05 $8,500.00 $8,409.95 $8,500.00 Legal Advertisement & Other $319.92 $416.66 $96.74 $319.92 $5,000.00 $4,680.08 $5,000.00 Office Supplies $212.96 $333.33 $120.37 $1,703.53 $4,000.00 $2,296.47 $4,000.00 Books, Membership, Training - TH $1,552.00 $916.66 ($635.34) $3,663.41 $11,000.00 $7,336.59 $11,000.00 Capital Outlay - TH $0.00 $7,500.00 $7,500.00 $4,927.50 $90,000.00 $85,072.50 $90,000.00 $81,604.08 $139,599.66 $57,995.58 $202,107.65 $1,680,213.00 $1,478,105.35 $1,680,213.00 Fire Fire Control Contract Services $45,676.30 $45,677.16 $0.86 $91,352.60 $548,126.00 $456,773.40 $548,126.00 Misc. Repair and Maintenance $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $45,676.30 $45,760.16 $83.86 $91,352.60 $549,126.00 $457,773.40 $549,126.00 Police Executive Salaries $10,040.21 $10,877.16 $836.95 $18,574.50 $130,526.00 $111,951.50 $130,526.00 Regular Salaries - Police Offi $63,235.66 $79,650.41 $16,414.75 $113,021.18 $955,805.00 $842,783.82 $955,805.00 Overtime -Police $835.11 $1,250.00 $414.89 $4,235.09 $15,000.00 $10,764.91 $15,000.00 Incentive Pay $1,387.66 $1,190.00 ($197.66) $1,657.85 $14,280.00 $12,622.15 $14,280.00 FICA Taxes $5,617.94 $6,748.08 $1,130.14 $10,360.19 $80,977.00 $70,616.81 $80,977.00 Retirement Contributions $14,368.54 $17,244.91 $2,876.37 $25,695.10 $206,939.00 $181,243.90 $206,939.00 Life and Health Insurance $1,307.67 $0.00 ($1,307.67) $35,927.33 $0.00 ($35,927.33) $0.00 Life and Health Insurance $3,696.74 $20,653.75 $16,957.01 $32,977.98 $247,845.00 $214,867.02 $247,845.00 Misc Prof Svcs - PD $485.00 $168.58 ($316.42) $535.00 $2,023.00 $1,488.00 $2,023.00 Dispatch Service Contract $0.00 $4,972.16 $4,972.16 $60,242.92 $59,666.00 ($576.92) $59,666.00 Travel and Per Diem - PD $0.00 $150.00 $150.00 $0.00 $1,800.00 $1,800.00 $1,800.00 Communication - PD $522.79 $583.33 $60.54 $663.27 $7,000.00 $6,336.73 $7,000.00 Electric - PD $263.49 $250.00 ($13.49) $332.12 $3,000.00 $2,667.88 $3,000.00 -6- Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Water-PD $8.28 $20.00 $11.72 $40.34 $250.00 $209.66 $250.00 Rental and Lease Expense-PD $132.61 $166.66 $34.05 $132.61 $2,000.00 $1,867.39 $2,000.00 Building Maintenance - PD $387.30 $416.00 $28.70 $876.37 $10,000.00 $9,123.63 $10,000.00 Vehicle Maintenance $148.82 $833.33 $684.51 $443.01 $10,000.00 $9,556.99 $10,000.00 OfficeEq/Supp/Computer -PD $543.75 $1,000.00 $456.25 $1,280.99 $12,000.00 $10,719.01 $12,000.00 Printing and Binding - PD $27.26 $125.00 $97.74 $27.26 $1,500.00 $1,472.74 $1,500.00 Uniform Cleaning $203.89 $321.58 $117.69 $439.66 $3,859.00 $3,419.34 $3,859.00 Office Supplies $112.33 $125.00 $12.67 $360.54 $1,500.00 $1,139.46 $1,500.00 Fuel $2,097.07 $2,916.66 $819.59 $4,525.62 $35,000.00 $30,474.38 $35,000.00 Uniforms & Equipment $122.56 $625.00 $502.44 $1,172.64 $7,500.00 $6,327.36 $7,500.00 Books, Memberships, Training - PD $0.00 $250.00 $250.00 $0.00 $3,000.00 $3,000.00 $3,000.00 Capital Outlay - PD $0.00 $11,083.33 $11,083.33 $0.00 $133,000.00 $133,000.00 $133,000.00 $105,544.68 $161,620.94 $56,076.26 $313,521.57 $1,944,470.00 $1,630,948.43 $1,944,470.00 Streets Regular Salaries - Streets $5,616.00 $6,750.66 $1,134.66 $10,389.60 $81,008.00 $70,618.40 $81,008.00 Overtime - Streets $473.85 $166.66 ($307.19) $526.50 $2,000.00 $1,473.50 $2,000.00 FICA Taxes $460.05 $529.25 $69.20 $829.26 $6,351.00 $5,521.74 $6,351.00 Retirement Contributions $1,174.86 $1,272.83 $97.97 $2,173.49 $15,274.00 $13,100.51 $15,274.00 Life and Health Insurance $1,178.86 $1,588.75 $409.89 $9,389.60 $19,065.00 $9,675.40 $19,065.00 Misc Prof Svcs - Streets $0.00 $0.00 $0.00 $0.00 $7,500.00 $7,500.00 $7,500.00 Communication - Streets $40.43 $83.33 $42.90 $40.43 $1,000.00 $959.57 $1,000.00 Electric - Streets $1,883.67 $1,666.66 ($217.01) $2,414.26 $20,000.00 $17,585.74 $20,000.00 Rental and Lease Expense $0.00 $83.33 $83.33 $0.00 $1,000.00 $1,000.00 $1,000.00 Vehicle Maintenance- Streets $10.68 $230.33 $219.65 $17.56 $2,764.00 $2,746.44 $2,764.00 Misc. Repair and Maintenance $2,043.78 $1,500.00 ($543.78) $4,445.78 $18,000.00 $13,554.22 $18,000.00 Misc. Other - NPDES $0.00 $750.00 $750.00 $400.00 $9,000.00 $8,600.00 $9,000.00 Operating Supplies $59.37 $416.66 $357.29 $334.98 $5,000.00 $4,665.02 $5,000.00 Uniforms & Equipment $0.00 $83.00 $83.00 $27.34 $1,000.00 $972.66 $1,000.00 Road Materials and Supplies $0.00 $416.66 $416.66 $551.82 $5,000.00 $4,448.18 $5,000.00 CapitalOutlay- Streets $238,630.38 $27,266.25 ($211,364.13) $238,630.38 $327,195.00 $88,564.62 $327,195.00 $251,571.93 $42,804.37 ($208,767.56) $270,171.00 $521,157.00 $250,986.00 $521,157.00 Legal Regular Salaries - Legal $8,801.04 $9,701.08 $900.04 $16,281.81 $116,413.00 $100,131.19 $116,413.00 FICA Taxes - Legal $673.28 $742.16 $68.88 $1,245.56 $8,906.00 $7,660.44 $8,906.00 Retirement Contributions - Legal $1,841.18 $1,994.66 $153.48 $3,406.16 $23,936.00 $20,529.84 $23,936.00 Life and Health Insurance - Legal $1,236.91 $1,588.75 $351.84 $6,914.01 $19,065.00 $12,150.99 $19,065.00 Contracted Legal Services $36,387.44 $95,833.33 $59,445.89 $36,362.65 $1,150,000.00 $1,113,637.35 $1,150,000.00 -7- Current Month YTD Actual Budget Variance Actual Travel and Per Diem -Legal $0.00 $83.33 $83.33 $0.00 Communication - Legal $0.00 $58.33 $58.33 $40.43 Postage- Legal $0.00 $10.41 $10.41 $0.00 Printing and Binding - Legal $0.00 $4.16 $4.16 $0.00 Office Supplies - Legal $171.53 $4.16 ($167.37) $1,596.77 Books, Membership, Training - Legal $0.00 $333.33 $333.33 $214.00 Total $49,111.38 $110,353.70 $61,242.32 $66,061.39 Budget Variance 2021 Budget $1,000.00 $1,000.00 $1,000.00 $700.00 $659.57 $700.00 $125.00 $125.00 $125.00 $50.00 $50.00 $50.00 $50.00 ($1,546.77) $50.00 Sanitation Garbage Contract Services $353.96 $13,462.00 $13,108.04 $13,700.55 $161,544.00 $147,843.45 $161,544.00 Misc. Trash Disposal $0.00 $650.00 $650.00 $0.00 $7,800.00 $7,800.00 $7,800.00 Total Sanitation $353.96 $14,112.00 $13,758.04 $13,700.55 $169,344.00 $155,643.45 $169,344.00 Total Expenditures $533,862.33 $514,250.83 ($19,611.50) $956,914.76 $6,188,555.00 $5,231,640.24 $6,188,555.00 Net Revenue (Deficit) $400,836.96 $1,459.70 $399,377.26 $1,207,970.07 $0.00 $1,207,970.07 $0.00 NET SURPLUS/(DEFICIT) $400,836.96 $1,459.70 $399,377.26 $1,207,970.07 $0.00 $1,207,970.07 $0.00 -R- Revenues Water Sales Water Sales Total Water Sales Reserve Fees Reserves Fees Total Reserve Fees Interest Interest On Investment Other Impact Fees -Physical Environm Water Fund Balance Transfer In Backflow Preventer Test - Revenue Backflow Preventer Test Sale Total Total Revenues Expenditures Water Purchased Water Purchased - Commodity Water - Capacity Water Purchased -Meter Charge Backflow Preventer Testing Total Water Purchased Other Expenses Regular Salaries - Water Overtime - Water FICA Taxes Town of Gulf Stream Income Statement Water Fund as of November 30, 2020 Current Month Actual Budget Variance YTD Actual Budget Variance 2021 Budget $317,461.73 $87,500.00 $229,961.73 $317,461.73 $1,050,000,00 ($732,538.27) $1,050,000.00 $317,461.73 $87,500.00 $229,961.73 $317,461.73 $1,050,000.00 ($732,538.27) $1,050,000.00 $45,540.00 $11,250.00 $34,290.00 $45,540.00 $135,000.00 ($89,460.00) $135,000.00 $45,540.00 $11,250.00 $34,290.00 $45,540.00 $135,000.00 ($89,460.00) $135,000.00 $2,124.35 $416.66 $1,707.69 $4,717.66 $5,000.00 ($282.34) $5,000.00 $2,124.35 $416.66 $1,707.69 $4,717.66 $5,000.00 ($282.34) $5,000.00 $0.00 $0.00 $0.00 $1,590.00 $0.00 $1,590.00 $0.00 $0.00 $14,250.00 ($14,250.00) $0.00 $171,000.00 ($171,000.00) $171,000.00 $0.00 $14,250.00 ($14,250.00) $1,590.00 $171,000.00 ($169,410.00) $171,000.00 $0.00 $500.00 ($500.00) $0.00 $6,000.00 ($6,000.00) $6,000.00 $0.00 $500.00 ($500.00) $0.00 $6,000.00 ($6,000.00) $6,000.00 $365,126.08 $113,916.66 $251,209.42 $369,309.39 $1,367,000.00 ($997,690.61) $1,367,000.00 $39,353.85 $53,541.66 $14,187.81 $50,845.05 $642,500.00 $591,654.95 $642,500.00 $2,022.05 $2,500.00 $477.95 $2,573.39 $30,000.00 $27,426.61 $30,000.00 $7.36 $8.33 $0.97 $9.29 $100.00 $90.71 $100.00 $0.00 $500.00 $500.00 $0.00 $6,000.00 $6,000.00 $6,000.00 $41,383.26 $56,549.99 $15,166.73 $53,427.73 $678,600.00 $625,172.27 $678,600.00 $4,070.17 $4,576.08 $505.91 $7,529.77 $54,913.00 $47,383.23 $54,913.00 $0.00 $416.00 $416.00 $19.08 $5,000.00 $4,980.92 $5,000.00 $311.38 $382.00 $70.62 $577.51 $4,584.00 $4,006.49 $4,584.00 -9- Retirement Contributions Life and Health Insurance GIS/Mapping Water Sampling & Testing Repair Services Software Maintenance Contract Communication Postage Electric - Chlorinator Rental and Lease Expense Insurance - General Liability 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, 2020 Current Month Actual Budget Variance YTD Actual Budget Variance 2021 Budget $851.48 $922.50 $71.02 $1,575.23 1,11,U/V.VV a7,y7y.ii m.I,vi $33.42 $1,588.75 $1,555.33 $5,538.48 $19,065.00 $13,526.52 $19,065.00 $0.00 $416.66 $416.66 $3,600.00 $5,000.00 $1,400.00 $5,000.00 $585.00 $666.00 $81.00 $690.00 $8,000.00 $7,310.00 $8,000.00 $0.00 $1,125.41 $1,125.41 $0.00 $13,505.00 $13,505.00 $13,505.00 $0.00 $875.00 $875.00 $683.85 $10,500.00 $9,816.15 $10,500.00 $2.41 $83.33 $80.92 $38.48 $1,000.00 $961.52 $1,000.00 $0.00 $83.00 $83.00 $140.00 $1,000.00 $860.00 $1,000.00 $17.01 $107.08 $90.07 $25.97 $1,285.00 $1,259.03 $1,285.00 $0.00 $166.66 $166.66 $0.00 $2,000.00 $2,000.00 $2,000.00 $0.00 $3,916.66 $3,916.66 $47,000.00 $47,000.00 $0.00 $47,000.00 $0.00 $166.66 $166.66 $0.00 $2,000.00 $2,000.00 $2,000.00 $0.00 $16.66 $16.66 $0.00 $200.00 $200.00 $200.00 $0.00 $0.00 $0.00 $0.00 $2,000.00 $2,000.00 $2,000.00 $998.26 $916.66 ($81.60) $3,959.79 $11,000.00 $7,040.21 $11,000.00 $0.00 $41.66 $41.66 $0.00 $500.00 $500.00 $500.00 $0.00 $83.33 $83.33 $27.34 $1,000.00 $972.66 $1,000.00 $0.00 $83.33 $83.33 $0.00 $1,000.00 $1,000.00 $1,000.00 $0.00 $5,833.00 $5,833.00 $0.00 $70,000.00 $70,000.00 $70,000.00 $0.00 $1,333.00 $1,333.00 ($965.00) $16,000.00 $16,965.00 $16,000.00 $249,263.00 $33.398.16 ($215,864.84) $249,263.00 $400,778.00 $151,515.00 $400,778.00 $256,132.13 $57,197.59 ($198,934.54) $319,703.50 $688,400.00 $368,696.50 $688,400.00 $297,515.39 $113,747.58 ($183,767.81) $373,131.23 $1,367,000.00 $993,868.77 $1,367,000.00 $67,610.69 $169.08 $67,441.61 ($3,821.84) $0.00 ($3,821.84) $0.00 $67,610.69 $169.08 $67,441.61 ($3,821.84) $0.00 ($3,821.84) $0.00 Town of Gulf Stream Income Statement Undergrounding Fund as of November 30, 2020 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 $81.30 Total Non- Ad Velorem Taxes $0.00 $81.30 Interest Interest On Investment $3.16 $119.13 $3.16 $119.13 Other Assessment Revenues $24,786.79 $283,741.47 Interest On Investment $3.16 $119.13 Interest Revenue on Assessment $0.00 $405.04 Admin Fee Revenue $0.00 $0.00 Refund Prior Yr Expenditure $0.00 $0.00 Miscellaneous Revenue $0.00 $0.00 $24,789.95 $284,265.64 Total Revenues $24,793.11 $284,466.07 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 $1,800.00 Prof Svcs - Assessment Consult $0.00 $0.00 Accounting and Auditing Fees- UG $0.00 $30.00 Cont Svcs - FPL Fees $0.00 $0.00 Cont Svcs - Street Light Syste $0.00 $0.00 Cont Svcs - UG Construction $0.00 $1,200.00 _11_ Town of Gulf Stream Income Statement Undergrounding Fund as of November 30, 2020 Current Month Actual Cont Svcs - Pre Const L.andscap Cont Svcs - Post Const Landsca Cont Svcs - AT&T Fees Cont Svcs - Comcast Fees Ugal Advertisement & Other Discount County Admin Fee Misc. Expenses Debt Service - Principal Debt Service - Interest Total Other Expenses Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) $0.00 $0.00 $0.00 $0.00 $0.00 $1,022.57 $237.64 $0.00 $0.00 $0.00 $1,260.21 $1,260.21 $23,532.90 YTD Actual $0.00 $0.00 $0.00 $0.00 $0.00 $9,413.76 $979.54 $0.00 $252,917.09 $16,239.84 $282,580.23 $282,580.23 $1,885.84 $23,532.90 $1,885.84 -12- Town of Gulf Stream Income Statement Penny Sales Tax Fund as of November 30, 2020 YTD Actual Budget FY 2021 Budget Variance Revenues Discretionary Infrastructure Tax $5,303.67 $50,000.00 $50,000.00 ($44,696.33) Interest On Investment $172.52 $800.00 $800.00 ($627.48) PST Balance Transfer In $0.00 $0.00 $0.00 $0.00 Total Revenues $5,476.19 $50,800.00 $50,800.00 ($45,323.81) Expenses PST Fund Contingency - Miscellaneous $0.00 $50,800.00 $50,800.00 $50,800.00 Infrastructure Capital Outlay $0.00 $0.00 $0.00 $0.00 Total Expenses $0.00 $50,800.00 $50,800.00 $50,800.00 BEGINNING FUND BALANCE $98,564.53 $0.00 $0.00 $98,564.53 NET SURPLUS/(DEFICIT) $5,476.19 $0.00 $0.00 $5,476.19 ENDING FUND BALANCE $104,040.72 $0.00 $0.00 $104,040.72 -13- TOWN OF GULF STREAM WATER USAGE REPORT Unaudited As of November 30, 2020 TABLE OF CONTENTS SECTION PAGE(S) Comparative Water Use By Consumer By Year ....................................... 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