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N �4 �4 U) 4-1 W x A U) 41 U1 r, co N Z H W P; A 0 1 U) N oo r= H 3 Z Z 44 4-1 ,>1 5 r -r U) a rd rO N �z+ZazU 0 O Z O H r- 4 H H H A 0 Ua (Y) m 3 O W N U r 44 A U) H A U� 11 N rl H — 0 a H jH P; FC l-) m x r -I H , D X A O W -H pHA I A O A Ln rd � O FC W W W 3�4 3 Pa -- b M U 124 Z P4 PQ MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF THE TOWN OF GULF STREAM ON FRIDAY, JUNE 12, 2020 AT 9:00 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. NOTE: THERE WAS LIMITED PUBLIC ACCESS TO TOWN HALL. THIS TOWN COMMISSION MEETING WAS ABLE TO BE ACCESSED ONLINE, INCLUDING ALLOWING FOR PUBLIC COMMENT. I. Call to Order 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 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 May 8, 2020 Commissioner Orthwein made a motion to approve the minutes of the regular meeting on May 8, 2020. The motion was seconded by Commissioner White 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. July 10, 2020 at 9:00 A.M. 2. August 14, 2020 at 9:00 A.M. 3. September 11, 2020 at 9:00 A.M. 4. October 9, 2020 at 9:00 A.M. 5. November 13, 2020 at 9:00 A.M. 6. December 11, 2020 at 9:00 A.M. VII. Communication from the Public (3 min. maximum) Mr. Bob Ganger suggested that since the Town would be working on the budget, they should look into putting cameras on AlA for safety precautions. He added that Kristine de Haseth would be coming in to speak with the Town Manager regarding this. Mayor Morgan informed Mr. Ganger that the Town had already looked at cameras and Lieutenant Haseley had submitted a report regarding them. Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. VIII. Public Hearing. A. Applications for Development Approval 1. 2943 Polo Drive a. Declaration of Ex -Parte Communication There was none. Commissioner Lyons recused himself as he was a neighbor of the applicant. b. Administer Oaths Town Clerk Taylor swore in Richard Jones and Dave Bodker. c. An application submitted by Seaside Builders as agent for 2943 Polo LLC, the owner of property located at 2943 Polo Drive, Gulf Stream, Florida, which is legally described as Lot 13, Plat of Gulfstream Properties. (1) DEMOLITION PERMIT to demolish existing structures. (2) LAND CLEARING PERMIT to clear area for new construction. (3) LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to construct a one-story, single family, Gulf Stream Bermuda style, 4,314 sq. ft. dwelling with 2 one car garages, 300 sq. ft. guest cottage and swimming pool. Mr. Richard Jones, of Richard Jones Architecture, began the presentation by showing some photos of the current property and stated that a one-story Bermuda style home, 5,240 square feet total gross with a two -car garage is what is being proposed. Access is provided through a circular driveway and features a swimming pool at the rear of the property, with a detached guest cottage and an entry courtyard, he added. The guest cottage is self-sufficient with its own bathroom and is connected via an open-air arbor and has an outdoor summer kitchen, he added. Mr. Jones stated they have increased setbacks on both the front and rear of the property, are under the maximum height and over the landscape barrier required by 5%. He added they weren't asking for any special exceptions and they were providing extra setbacks both on the front and the rear of the house, where the only 20' is required in the rear. Mayor Morgan interrupted at this point and stated he would like to see a bit more about the reduced setback in the rear of the home, as well as the height, because he was seeing more of an aesthetic change happening in Gulf Stream, where there was a maximizing the full use of the small lots along Polo and Gulf Stream. He added that, in the past, the home ended at the pool and you had a backyard and others were similarly designed with a more expansive view. Now, he said, the homes are encroaching on the setback and maximizing the space so that when you are in your back yard, you now see homes instead of a view of nature. Mr. Jones answered that they had an increased setback, but understood the Mayor's concern and 2 Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. stated that Mr. Bodker would address that when he presented the landscape portion of the presentation and thought the Mayor would be pleased that they were keeping the character of the old neighborhood with lush, green backyards. Mr. Jones then went on to show the floor plan and details of the home. He added they would be providing samples to the Town Clerk regarding the color of the shutters, which could always be changed. Mayor Morgan asked if the floor level of the house had to be raised to meet the Federal Flood Standards to which Mr. Jones answered in the affirmative and that as an architect, they had to keep in mind to provide a finished floor elevation that is not only consistent with FEMA, but with the Florida Building Code in order to receive a permit to build and at the same time, be compatible with the neighboring properties, which may be at a lower elevation. Mr. Dave Bodker, landscape architect, started the presentation by saying there was an existing large ficus tree in the center of the lot that was approximately 25, high with a 34' spread and it was important to retain that tree as it was part of the neighborhood charm with large trees on Polo. He then explained the landscaping, in great detail, that would be put on the property and the vegetation that would be kept and some relocated. He added that the property is going to be raised about two feet with a retaining wall, so the five-foot hedge will essentially be a seven -foot -high hedge. Vice Mayor Stanley commented regarding the front elevations and trying to save the older branching trees by designing the houses around the tree. He wanted to make sure the commissioners were still all on board with this. Commissioner Orthwein thought they should continue to urge people to keep the mature landscaping and they would have to understand that a different design to accommodate this was necessary and she thought they had done a good job with the split garage design. Commissioner White was glad they were able to preserve the trees, which brought up the issue of maintaining them and if that could be mandated. Commissioner Orthwein made a motion to approve a land clearing permit to clear the land for construction. The motion was seconded by Commissioner White with all voting AYE at roll call. Commissioner Orthwein made a motion to approve a demolition permit to demolish all structures on the site. The motion was seconded by Commissioner White with all voting AYE at roll call. Commissioner Orthwein made a motion to approve a Level III Architectural/Site Plan based on a finding that the construction of a one-story 5,240 sq. ft. single-family Gulf Stream Bermuda -style home with two (2), one (1) car attached garages, a swimming pool and 300 sq. ft. guest cottage meets the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Building Permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 3 Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. 2. 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. The motion was seconded by Commissioner White with all voting AYE at roll call. 2. 2775 Ave. Au Soleil a. Declaration of Ex -Parte Communications Mayor Morgan and Commissioner White stated they had spoken with Mr. Snavely about this property. b. Administer Oaths Town Clerk Taylor swore in Mr. Chester Snavely, Jr. c. Application submitted by Chester C. Snavely, Jr. & Therese P. Snavely, owners and agent of property located at 2775 Ave. Au Soleil, Gulf Stream, Florida, legally described as Parcel 1, Lot 93 and Parcel 2, 110'x70' described in metes & bounds, both located in Place Au Soleil Subdivision. (1) LAND CLEARING PERMIT to demolish all buildings and pavement on the property and remove non- native and diseased trees. (2) LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to demolish all buildings and pavement on the property, remove some non-native trees and plants, grade, irrigate, sod and seed property. Mr. Chester Snavely Jr. explained that the property had become very run down and the house had been in disrepair for at least ten years or more. He added that the lot was under agreement to the next-door neighbor to combine the lots and put a substantially larger house than what he has now. Mr. Snavely went on to explain when that contract didn't materialize, executors of the Lavoi Estate asked the Town to remove the demolition requirement so they could more easily market the property and when he found that out he was concerned because the house needed to come down and he didn't want to see someone come in and just put a band-aid on the house and flip it. Mr. Snavely said he was concerned for the neighborhood, so he bought the house and his intent was to remove the house, the foundations, the floor slab and sod the area. He added he was going to temporarily install a sprinkler system to sprinkle the lot and that the only tree worth saving was a large mango tree at the rear of the property and all others were diseased and overgrown. Mr. Snavely will be leaving the clusia hedge and the overgrown ficus plantings, which he will trim down and get back to a healthy condition. Mayor Morgan complimented Mr. Snavely on what he was going with the property and for the neighborhood and Commissioners White and Orthwein heartily agreed. Commissioner White made a motion to approve a land clearing permit to clear property of non-native and diseased trees to prepare for 4 Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. new sod and irrigation. The motion was seconded by Commissioner Orthwein with all voting AYE at roll call. Commissioner White made a motion to approve a Level III Architectural/Site Plan to demolish all buildings and pavement on the property and to grade, irrigate, sod and seed the property. The motion was seconded by Commissioner Orthwein with all voting AYE at roll call. IX. Reports. A. Town Manager 1. Utility Undergrounding & AT&T Contract Town Manager Dunham stated Comcast had placed all the drops with only one conduit left that needed to be placed. Once that is complete, the next step is for the individual residents to schedule for service, he added. In regard to AT&T, Town Manager Dunham referred to a memo he had sent discussing a conversation with a representative from AT&T stating that AT&T had stopped all work on the undergrounding project until the Town would agree to pay an additional $1,000,000. He recommended that the Town file suit against AT&T for these actions and then referred to Assistant Town Attorney Nazzaro who gave some background information on AT&T's relationship with the Town. Assistant Town Attorney Nazzaro stated AT&T began work in early 2019 and by June of that year they raised an issue regarding boring new conduit but stated the Town would not be charged for any deviations they made. At the August 2019 commission meeting, a representative from AT&T gave an update stating their goal was to be finished by the end of 2019 by removing poles and cables and in September of 2019 AT&T had another issue with the conduit, but stated it would be replaced at AT&T's expense, he added. Assistant Town Attorney Nazzaro stated it wasn't until April of this year that a new representative from AT&T informed the Town of the new cost and that they would stop work until the Town agreed to enter into a new contract reflecting the new pricing. He added the goal was to get the undergrounding work finished as soon as possible and the best way to do that was to file a lawsuit, which required commission action and he then referred to Joanne O'Conner from Jones, Foster who explained the draft complaint and the nature of the claim being filed on two counts, which will be specific performance and declaratory relief for declaratory judgment. She added they were recommending that the lawsuit be filed in Federal Court because it would be much more favorable relative to the timing. Mayor Morgan stated he had read the complaint and thought it was very good. He added that Phase One was completed by AT&T for just over $160,000 and now they were asking for 1.1 million, which was a striking difference, so he didn't think the Town had any alternative other than to take the advice of Jones, Foster and file a lawsuit. Vice Mayor Stanley stated that if the Town had enough leverage, maybe something would happen in mediation. Commissioner Lyons stated that after having extensive discussions with Assistant Town Attorney Nazzaro, he believed this was the most efficient 5 Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. and fastest way to get AT&T back on the job and asked if Jones, Foster agreed with that, to which Mrs. O'Conner answered in the affirmative. Commissioner Orthwein made a motion to authorize the filing of a lawsuit against AT&T, and to retain Robert Wright as special counsel at the discounted government rate of $250 per hour. The motion was seconded by Commissioner White with all voting AYE at roll call. 2. Update: Minor Road Repairs/Drainage & CIP Schedule Town Manager Dunham stated there had been positive feedback from the residents regarding the letter that was sent out by Mayor Morgan regarding minor road repairs/drainage. He added that since there were funds available, they would like to meld this project into the CIP Plan and put in some curbs where there is repetitive rutting from trucks, thus the higher cost. Ms. Rebecca Travis, from Baxter & Woodman then gave an update on the report by showing that since a good number had come in on the water main project, there were funds left to utilize. Commissioner Orthwein asked about the curbing and width of the roads to which Ms. Travis stated they were trying to attain a minimum 18' pavement width and the curbing would just be on the turns, not the straight away. Mayor Morgan wanted to know if the locations of the curbing would be part of the road expansion, to which Town Manager Dunham answered in the affirmative. Mayor Morgan referred to Mr. Michael Pippins who had sent in some photographs. Mr. Pippins resides at 3023 Polo Drive and commended the Mayor on his recent letter regarding the improvements and stated the letter is what prompted him to go out and take pictures of where he thought curbing would be much needed. Commissioner Lyons stated he was in favor of installing curbing in critical locations but wondered if the goal could be accomplished with a curb that wasn't so large that the Town begins to look like a development. Mayor Morgan said he understood that the design of the curb is important to withstand the striking of large tires and Town Manager Dunham agreed and added that there were many types of curbs and gave an example of the curbs in the Town Hall parking lot. Mayor Morgan asked if there needed to be commission action at this point to which Assistant Town Attorney Nazzaro answered not until they went out to bid with something concrete or piggy -backed on another contract to move forward. Mayor Morgan stated they should have something concrete to present at the next meeting and Vice Mayor Stanley and Commissioner Lyons agreed. Vice Mayor Stanley stated he had been getting questions from residents regarding the Mayor's letter and he was advising those who thought their pavers and mailboxes were going to need to be moved to send their questions or comments in writing. He added that they were also asking when the actual roads in the core were going to be repaved. Ms. Travis answered 2022 for the north part of the core. 3. Place Au Soleil proposed Subdivision Update Town Manager Dunham explained that he attended a community meeting the evening of June 1, 2020, where Mr. Glickstein made a presentation to residents. He added there were about 40 in attendance. Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. Town Manager Dunham stated there were a lot of questions asked of Mr. Glickstein and, it seemed to him, very positive responses from those in attendance, although there is no application pending at this time. 4. Place Au Soleil Street Lighting Update Town Manager Dunham stated installation of the poles would begin within a week. 5. Application for Abandonment of Banyan Rd. right-of-way at 588 Banyan Rd. Assistant Town Attorney Nazzaro referred to the memo sent by Town Manager Dunham and explained the FL Statute on this issue and that he had consulted with Town Attorney Randolph who suggested the Town use the policy in place in the Town of Palm Beach, which includes fees for abandoning the road. Mr. James Davis, the owner of 588 Banyan, stated it was an awkward situation and he appreciated the commission letting them submit the application. Mayor Morgan asked what was needed at this point and Assistant Town Attorney answered they could go ahead and process the application so that it would be on the next meeting agenda for their consideration. Commissioner Orthwein said it made sense because it cleans things up. There was a consensus from the commission to get the ball rolling so it could be on the next agenda. B. Architectural Review & Planning Board 1. Meeting Dates a. June 25,2020 @ 8:30 A.M. b. July 23, 2020 @ 8:30 A.M. c. No August Meeting d. September 24, 2020 @ 8:30 A.M. e. October 9, 2020 @ 8:30 A.M. f. November to be decided Mayor Morgan called attention to the dates. C. Finance Director 1. Financial Report for May 2020 2. Water Usage as of May 31, 2020 Town Manager Dunham stated the financial report was 660 of the budget. He added that they had received the preliminary estimated values for the Town, and it had increased 30. D. Police Chief 1. Activity for May 2020 Chief Allen asked that the report be accepted as presented and he made mention that a new officer, Elias Fernandez, had been hired to replace an officer who left the Town in February of this year. He added that the reason it was so difficult to replace the officer was because there are over 100 vacancies in the county. Chief Allen stated Officer Fernandez came from NYC with 24 years of experience. Mayor Morgan asked if Chief could have him attend the next meeting so they could all meet him. X. Items for Commission Action. 7 Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. A. Purchase of Replacement Drainage Pump. Town Manager Dunham stated one of the pumps at the intersection of Polo and Old School needed to be replaced. The pump can only be purchased from the manufacturer, he added, and didn't include the installation price, which will be $3,000-4,000. Vice Mayor Stanley asked about the other pump, to which Mr. George Brit answered it was about eight years old. Mayor Morgan stated it had been repaired multiple times and had reached the end of its useful life, so it obviously needed to be replaced. Commissioner Orthwein made a motion to approve the purchase and installation of the new pump. Commissioner White seconded the motion with all voting AYE at roll call. B. O'Boyle vs Gulf Stream -Public Records Case 2019 CA -006817 Assistant Town Attorney Nazzaro explained that in April of 2019, Martin O'Boyle made a public records request for all records that mention or refer to him but limited to an incident at Town Hall on September 22, 2015. The Town engaged in diligent efforts to determine what records were sought, and to locate the records responsive to the Request, including having the outside contractor that provides information technology services to the Town perform several keyword searches. The IT contractor then transferred the emails located from its searches to a Town computer. The Town's typical process in responding to records requests is to make the responsive records available on-line through a Laserfiche Weblink. Approximately 1,300 pages of public records were provided in response to this request. However, in transferring the records responsive to the Request from the Town's computer system to the Laserfiche Weblink, an email was inadvertently not included with the transfer and thus was not produced to the Plaintiff in response to the Request. Even though this was only a mistake, the result is the same under the public records law, so Assistant Town Attorney Nazzaro needed a consensus confirming the Town's litigation strategy moving forward, which was to ask the court to enter judgment in favor of the Plaintiff and against the Town and proceed to determine the reasonable costs of enforcement, thereby cutting of any additional entitlement to fees. The Commission Board agreed. C. Designation of Voting Delegate for P.B. Co. League Cities Commissioner Orthwein made a motion to designate voting delegates for the Palm Beach County League of Cities, those being the Town Manager, followed by the Mayor, followed by any commissioner who is available. Commissioner White seconded the motion with all voting AYE at roll call. D. Resolution 20-3; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA, URGING THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION TO ENTER INTO RULEMAKING TO ADOPT AN "IDLE SPEED -NO WAKE" ZONE WITHIN THE INTRACOASTAL WATERWAY SYSTEM FROM GEORGE BUSH BOULEVARD NORTH APPROXIMATELY TWO MILES; PROVIDING AN EFFECTIVE DATE. 53 Minutes of Town Commission Regular Meeting & Public Hearing Held June 12, 2020 @ 9:00 A.M. Commissioner Orthwein made a motion to approve the adoption of Resolution 20-3 with the effective date of June 12, 2020. Commissioner White seconded the motion with all voting AYE at roll call. E. Items by Mayor & Commissioners 1. Commissioner Lyons made a suggestion that Ms. Travis have an update available at the next meeting as to where the numbers started, where they are now, and where they will end up to ensure the governance of the expenditures are clearly shared with the public. Mayor Morgan and Town Manager Dunham agreed since things have evolved. XI. 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DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C O SEC. R301.2.1.4.3 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 21'-W O ASCE 7.10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) ❑ ) 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS 0 PARTIALLY ENCLOSED [X]ENCLOSED OPEN ❑ TESTED (WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/GCCUPANCY, REFER TO Sth ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-/0 CHAPTER 26) 1.0 BASIC WIND VELOCITY PRESSURES 5N ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WIND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- VIANDSPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE. ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPAC17Y 25M PSF REVIEWED FOR SHEAR WALL REQUIREMENTS OYES n NO (IF NO, INDICATE REASON) •i► ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRSTAVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 r m SITE LOCATION CIVIL ENGINEER I LAND SURVEYOR ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 LANDSCAPE RICHARD JONES No No ARCHITECTURE 10 S.E. PiRST AVE. I SUITE 1 DELIKAYBEAM, FLORIDA JN V 561.274.9IN F 561.274,91 AA26001617 IB26001056 J N O'V 202 AA26001617 1 IB26001056 COMMISSION 0 20-00 DESIGNER: RJ DRAWNBY'. GsJIIH/RJ/RB PLAN REVIEW: RJ SUBMITTALS. GULFSTREAM 06,04.20 ARPB SUBMITTAL REVISIONS: PROVIDED: MAJESTIC VIEWS REQUIRED SETBACKS: FRONT SETBACK = 30'-0" FRONT SETBACK (WEST) = 34'-3" REAR SETBACK = 50'-0" REAR SETBACK (EAST) = 66'-6" SIDE SETBACKS = 15'-0" SIDE SETBACK (NORTH) = 15'-0" (MIN. 30% OF LOT WIDTH) SIDE SETBACK (SOUTH) = 15'-0" DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C O SEC. R301.2.1.4.3 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 21'-W O ASCE 7.10 CHAPTER 26 BUILDING HEIGHT O S 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) ❑ ) 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS 0 PARTIALLY ENCLOSED [X]ENCLOSED OPEN ❑ TESTED (WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/GCCUPANCY, REFER TO Sth ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-/0 CHAPTER 26) 1.0 BASIC WIND VELOCITY PRESSURES 5N ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WIND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- VIANDSPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE. ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPAC17Y 25M PSF REVIEWED FOR SHEAR WALL REQUIREMENTS OYES n NO (IF NO, INDICATE REASON) •i► ALEX & FRANCESCA LEWIS 530 OLD SCHOOL ROAD GULF STREAM, FLORIDA 33483 TELEPHONE: 1-843-576-9792 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRSTAVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 r m SITE LOCATION CIVIL ENGINEER I LAND SURVEYOR ENVIRODESIGN ASSOCIATES, INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 STRUCTURAL ENGINEERING PLUS 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 TELEPHONE: 561-756 4106 O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 LANDSCAPE RICHARD JONES No No ARCHITECTURE 10 S.E. PiRST AVE. I SUITE 1 DELIKAYBEAM, FLORIDA JN V 561.274.9IN F 561.274,91 AA26001617 IB26001056 J N O'V 202 AA26001617 1 IB26001056 COMMISSION 0 20-00 DESIGNER: RJ DRAWNBY'. GsJIIH/RJ/RB PLAN REVIEW: RJ SUBMITTALS. GULFSTREAM 06,04.20 ARPB SUBMITTAL REVISIONS: w z 0 COVER MAJESTIC VIEWS SHEET 4711 CYPRESS DRIVE SOUTH BOYNTON BEACH, FL 33436 TELEPHONE: 561-752-9835 C 7D w z 0 C_ OLD_SCH0OL ROAD _ __ __eau+—_—_—_—_—_ _ _ _ FDVO IL4L h WASTER +2W L _ — _ — — _ .06 _ _ — _ — FO.O NII 6d Agi1N� ;1 \. 4T.CN "W... TOP _ P A V E D (N1)AESS LOWER) EL EVAnONAND DW a; +147'b p: :10 CATS ® CONCRETE ®� PCLE VALE BASH NOT _IX7 Wool ,� OW.M A' R/ CCHER I.VT 47 +a0 +Sz W +52 (CAP OVER LP CA (5 S TANf +250 h +24 h Q O� J 0H9N LNf 27 114' +27 CONCRETE DRIVE / I CL , JI 18' L 0 T 8 / 8L 0 C K 3 / I 0 h FT TA /O 'r �iXAV +128 CORNER NOT SET FALLS N WATER 0 +27 TI�14-P PLANTER ST 9S a�a 61 1 STORY BUILDING 1530 s.7 COYER:D CaNVA T PAHO 3 WALL WIIN CLLUIN +SS +32 ' +SR CYM?'ETE POOL /YGf qi 3a P 0 0 L CONCEW Po DEC. — — — — — — — r RATTED LL WFI D LIE+2B CQ`O'ETE BUQEAD FAUX WOOD DOCK — Wool C 0 V E (m -TE) OJ' i N 00 n llo� RECEIVED -4 JUN 5 2079i Town of Gulf Stream, Ft LEGEND f = CENTERL6E NO = NAL & LYSK JLB 353 W.M = WATER AETER CO - SANTARY SEWER aEAN OUT GEN = CONCRETE GENERATOR PAD T.P. = CONCRETE TRANSF'DiRA.ER PAD FH = FRE HYDRANT = OVERHEAD UTILITY LINES FLOOD ZONE: AE (EL 6) COMMUNITY PANEL ND.: 125102 0981 MAP NO.: 12099CO981F SUFFIX: F EFFECTIVE DATE. OCTOBER 5, 2017 ALL DIMENSIONS SHOWN BASED ON STANDARD U.S. FOOT THIS SURVEY MEETS THE CLOSURE OF IFOOT PER 10,000 FEET AS REQUIRED FOR COMMERCIAL HIGH RISK PROPERTY THIS SURVEY HASACHIEVED A MINIMUM LEVEL OF CLOSURE OF I FOOT 1N 70,000 FEET AS REQUIRED FOR COMMERCIAL/HIGH RISK PROPERTY CLOSURE WAS ACHIEVED BASED ON A REDUNDANCY OF WAS FOR VERTICAL HORIZONTAL AND ANGULAR DIMENSIONS. NO TITLE WAS REVIEWED OR SEARCH OF THE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SUBJECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UNDERGROUND FOOTER OESCRIPT/ON. LOT 8, BLOCK J. FLAT NU. I Pao FELDS, ACCOVDIC TO TFE PLAT TFER£OF AS RECORDED IN PLAT BOOK 26, PAGE 13, ACLLSIVE, PLa C RECORDS OF PALM BEACH COLNTY, FLORIDA. 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POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED q IN PLAT BOOK 28, PAGE 13, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIN d ZONING -RBC LOY04 NSURP FLOOD ZONE :RSC AE (0.00'NAVD) ADDITIONAL SITE DATA 0 SITE LOCATION GULF STREAM CORE DISTRICT .T ARCHITECTURAL STYLE COLONIALTA'ESTINDIES (0 �/�0 OLOTCOUS ARE 7A37115,ST8.ORT- AA AA26001617 1056 � PERVIOUS AREA 7.437115,578 BQ.FT • 47.7% IMPERVIOUS AREA8,138 /15,57880.FT•5215% COIWSSIONH 2O-003 DESIGNER: RJ a SETBACKS DRAWN BY: Ownm/RB PLAN REVIEW: R) .T a SETBACKS REQUIRED PROVIDED W Si1BMITTALS: ti FRONT SETBACK W--0' 34'-8 GULI3 SITBAM 06.04.20 SIDE SETBACK 50-P 8B-0• ARP89lIBMI1-IAL SIDE SETBACK 1MIN. ITOFLOT 15' SFL00.8ETBACKADDITIONALREQUIRED 2-0EAST 126FWEST MAUM p HT. 317 TO RIDGE 29-P a TOWN OF GULF STREAM W GROSS LOT AREA 16.030110.17.10.367ACRES w EFFECTIVE LOT AREA 15,578 SO.". 10.357 ACRES K FAR CALCULATION EXISTING DEMO NEW NET i IST FLOOR LIVING OSQ.FT DSO.FT 2,734 SOFT 2,734 SOFT REVISIONS: I CEILING OVER I4 (DOUBLE) 090.FT 09Q.FT Mal 18380.FT 2ND FLOOR LIVING 1,38213,709=35.8% 0SO." 0SO.FT 1.X%SO.FT 1,306 Ill ISTFLOORCOVE0.ED PORCHES, OVERHANGS 2112') 090.FT 08Q.FT 38280.FT 3M 80.FT t ( 4 2ND FLOOR COVERED 09Q.FT 08Q.FT 8290.FT 5280.Ft n AWNINGS, 8 AND SCREEN W ENCLOSU RE (AT 50%) USQ.FT 0SO.FT OSO.FT ONG." GARAGE O SQ.FT 080. FT 598 BO.FT 988 SOFT F OUTBUILDING OSQ.FT ORO." 0SO." OSQ.FT FLOOR AREA - PROPOSED 0 S 0 s 528 Ill 5,281 SQ,FT FIRST 20,p00v.>3 3,11580.FT SITE PLAN � n. OVER 20,000 r.20 DSQ.FT SITE rLt11`I ADDITIONAL LOQOV. AREA SPECIAL E%EMPfK)N 33% OF 404 SO FT. LOGGIA= 153 SOFT 15]60FT TOTAL ALLOWABLE FAR PER MANUAL W 5,283 Ml SPECIAL E)(EMP ION OF 128 SO, FT. TOTAL HARDSCAPEAREA B,in=FT SP 1 REQUIRED LANDSCAPE AREA 0,230 SO." (LOT BRE 8 40%) _ C ACTUAL %LANDSCAPE AREA 7,4378G.PT � RICHARD JONES ■ ■ ` U T ARCHITECTURE 10 S.E. F111.9T AVENUE SUITE 102 DELRAYBEACH. FLORIDA 33464 O U 4 V 761.274.91M I F 561.274.91% AA26001617 ID26001056 W W W.RJARCMTECTURE.COM V _ u Li �C) O 2 f��b p■ �•,q� l ''��II H O MMM /0�Y O 3 JUN 5 z�zo 4 down of Gulf Stream, w L 00 I= W LEGAL DESCRIPTION LOT 8, BLOCKS, PLAT NO. POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED q IN PLAT BOOK 28, PAGE 13, INCLUSIVE, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIN d ZONING -RBC LOY04 NSURP FLOOD ZONE :RSC AE (0.00'NAVD) ADDITIONAL SITE DATA 0 SITE LOCATION GULF STREAM CORE DISTRICT .T ARCHITECTURAL STYLE COLONIALTA'ESTINDIES (0 �/�0 OLOTCOUS ARE 7A37115,ST8.ORT- AA AA26001617 1056 � PERVIOUS AREA 7.437115,578 BQ.FT • 47.7% IMPERVIOUS AREA8,138 /15,57880.FT•5215% COIWSSIONH 2O-003 DESIGNER: RJ a SETBACKS DRAWN BY: Ownm/RB PLAN REVIEW: R) .T a SETBACKS REQUIRED PROVIDED W Si1BMITTALS: ti FRONT SETBACK W--0' 34'-8 GULI3 SITBAM 06.04.20 SIDE SETBACK 50-P 8B-0• ARP89lIBMI1-IAL SIDE SETBACK 1MIN. ITOFLOT 15' SFL00.8ETBACKADDITIONALREQUIRED 2-0EAST 126FWEST MAUM p HT. 317 TO RIDGE 29-P a TOWN OF GULF STREAM W GROSS LOT AREA 16.030110.17.10.367ACRES w EFFECTIVE LOT AREA 15,578 SO.". 10.357 ACRES K FAR CALCULATION EXISTING DEMO NEW NET i IST FLOOR LIVING OSQ.FT DSO.FT 2,734 SOFT 2,734 SOFT REVISIONS: I CEILING OVER I4 (DOUBLE) 090.FT 09Q.FT Mal 18380.FT 2ND FLOOR LIVING 1,38213,709=35.8% 0SO." 0SO.FT 1.X%SO.FT 1,306 Ill ISTFLOORCOVE0.ED PORCHES, OVERHANGS 2112') 090.FT 08Q.FT 38280.FT 3M 80.FT t ( 4 2ND FLOOR COVERED 09Q.FT 08Q.FT 8290.FT 5280.Ft n AWNINGS, 8 AND SCREEN W ENCLOSU RE (AT 50%) USQ.FT 0SO.FT OSO.FT ONG." GARAGE O SQ.FT 080. FT 598 BO.FT 988 SOFT F OUTBUILDING OSQ.FT ORO." 0SO." OSQ.FT FLOOR AREA - PROPOSED 0 S 0 s 528 Ill 5,281 SQ,FT FIRST 20,p00v.>3 3,11580.FT SITE PLAN � n. OVER 20,000 r.20 DSQ.FT SITE rLt11`I ADDITIONAL LOQOV. AREA SPECIAL E%EMPfK)N 33% OF 404 SO FT. LOGGIA= 153 SOFT 15]60FT TOTAL ALLOWABLE FAR PER MANUAL W 5,283 Ml SPECIAL E)(EMP ION OF 128 SO, FT. TOTAL HARDSCAPEAREA B,in=FT SP 1 REQUIRED LANDSCAPE AREA 0,230 SO." (LOT BRE 8 40%) _ C ACTUAL %LANDSCAPE AREA 7,4378G.PT � OVERALL DIMENSION ' Lij ! !Z w ' J J ' 1 o d Lo is I I d 24'-T a x 13' s CLG. HT: 116• m ' CL I Master Bedroom POOL I ' Play Room ,B'-16 17" x 13'-0• Breakfast — O. HT: I V -S" TRAY SHOWER CLG, HT: 1,a ' p 17-T x B'6' I I I g cLG.HT:,ra _J I ! L -----J ----------- ! ' L ' ' _ _ _ CLOSET _ _ - • e^ Cabana HowER I I I ISLAND r------- ----- ' Bath CLG. HT: 11' I � I Hers is R fy ' ® .L. : I �III � :�iIIIIiIII I Dining II G�m O 4"/1 €ms r Kitchen 1— --— — aIxesa TcLc.Hr1ra LG. HT 11'a JUN iPat ®I� I o ud Rm1. TOW1 Of JUlr m[.l FLs GHT11 FIN S . FLR. I ' ELEV. I ' (7.0' N.A.V,D.) .DJ Lyp- — — — — — — — — -- ' GATE jI (Master Bath G --- — — — 13'ax18'6" ' m l REF. WINE _ _ L CLG. HT: 11'a J REF COAT CLOSET 7n ! 1MNE STOR. Foyer _ - - GE) i b CLG. HT: 23-(r' ' -7-T-..- -C. - - - OPEN TO SEAT 2.5 -Car Garage +---- ABOVE- . Golf -Cart I 27'-3 x21722' -1---- dr D ' CLO. HT: 1,'6• S" (2) ELE CHARGCAR GE ER STAIR ER SHOWER STAIR (DEDICATED ' CRCIUITS D.C.IR O -ORDINATE TO Bye WBath LO CATION W mI LOCATION w/OWNER)GATE r — I Porch I I I r -- — — —- CLG. HT811'8" I Office ' I I „a tb 'xI1'- � CLG. MT:: 11'a . L p OWER M.B. ' H.B. I I 15'-0" Courtyard I ! Ground Floor Plan ! ' SCALE: 1/4"=1'-0" � ' Second Floor Plan 1 Roof Pian SCALE: 1/4"=1'-0" N RICHARD JONES T.O. ROOF n a n ARCHITECTURE i n. 10 S.E. FllL9T AVENUE I SUITE IM u DELRAY BEACµ FLORIDA J1444 4' V 761.17/.9186 F 761,174.91% U AA26001617 I IB26001036 w u WWW.RJARCHITECTURE,COM G R 0 4i 2 O O [�]] O Sy 4 x Q � U 00 H o T.O.OROOFS 0 FL RIDA LCENSURF. m o 0 UN 4 202 AA2600I617 IIB3600I056 CONMSSION A 20-003 DE IGNER:R1 0 DRAWN BY: Gel/BURJIRB _ PLAN REVIEW: RJ a SUBMITTALS. GULFSTREAM 06.04.20 ARPB SUBMITTAL 1 � `J\ o 0 w REVISIONS. o. G n JUN 5 2020 Front Elevation r�T� SCALE: 114"=1'-0" \ 1 / BUILDING COLORS BUILDING COLOR - SHERNAN IMLUAMS 7008 PURE WHITE OUTLOOKERSIFASCIA/SOFFITSA3ANDINGlTRIM - SHERWN WILLIAMS 7008 PURE WHITE FRONT DOOR/GARAGE DOOR- BENJAMIN MOORE HC 147 WOODLAWM BLUE SHUTTERIRAILING/GATE COLOR -BENJAMIN MOORE HC 147 WOODLAVM BLUE EXTERIOR YNNDOWS AND DOOR -BRONZE ROOF -MEDIUM GRAY CEMENT TILE Rear Elevation SCALE: V4"=1'-0" INTERGRA g MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES SMOOTH STUCCO FINISH AT RAISED BASE DECOARATIVE OUTLOOKERS SIMULATED BOARD AND BATTEN SIDING (STUCCO) 7 SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL SIMULATED LAP SIDING (STUCCO) DECORATIVE ALUMINUM SHAKER STYLE SHUTTERS FLUSH PANEL METAL DOOR W/AZEK TRIM (PAINTED) ELEVATION NOTES Town of C -1,111f ELEVATIONS U 0 I^j , r Ja LIGHT FIXTURE I K MOVER 4' SMOOTH STUCCO BAND AT NANDOWAND DOOR HEAD ANDSILL L 8' XB' CONCRETE COLUMN WITH CHAMFERED 1' PROVO BASE HATH SMOOTH STUCCO FINISH M DECO ALUMINUM RAILING _4 - N 12' x 12' MASONRY PIER NTH CHAMFERED 1- PROUD BASE NTH SMOOTH STUCCO FINISH P ALUMINUMG-16 II a II ALUMINUM ARBOR T.O. RIDGE h East Elevation SCALE: 1/4"=1'-0" TO. RIDGE jk vvest tievation A :4'-1'-0" 8' %8" CONCRETE COLUMN 1MTH CHAMFERED 1' PROUD BASE HATH SMOOTH STUCCO FINISH DECORATIVE ALUMINUM RAILING 12". 12" MASONRY PIER HATH CHAMFERED 1" PROUD BASE WITH SMOOTH STUCCO FINISH ALUMINUM GATES ALUMINUM ARBOR +1.89 +1,85 1 +1.53 - - 2.00 S C H 0 +1.90 0 L R 0_A D _ _ _ _ 1213.42• t MATCH EXIST a>$ I MATCH EXIST INSTALL H BENCMARK: TOP NAIL AND DISK ELEVATION +1.63 EL = t1.75 A EL = t1.5-1.7 NEW L.S. 'I 1 �S 176 �9 +1.72 16.5 +Laa o m DIRECTION OF FLOW BASIN ®BASIN WATER r VAL�i EXISTING ELEVATION t pco 235sfFz 8„d.. wo DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE a � S WALE DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE O DO EXISTING GATE VALVE FOOL Jcc M'M Ili 'I LOCATE IAND 3.00 3.00 t +zs CONNECt TO �I RETAINING WALL +2.9 +3.0 +3.z ,0. (1 EXIST FN +3.2 ER AP C._ LP _ 2.5 - 1 € GAS TANK 3.00 3.00 >E 6"d 3.00 POOL DECK GRADING & SWAL SWALE DRAINAGE BY OTHERS [4 - CONCEPTUAL SHOWN 3.00 6.50 345sf x 6"d2 50 SWALE O \ I. 3.00 I NOTE: SEE LANDSCAPE +3.8 15 3.o0 +2 325 ( I 3.60 i i PLANS FOR BRICK PAVER PATTERNS OV 1,047sf x 6"d S ALE � I .74 00 _. +3.0 4.00 _. _.. 3.50 - I (l` I RETAINING WALL BY OTHERS ,32g i TOP EL = 4.0 2.5CARGARAGE 4.00 TWO 6" >TEPS BY 4.15 OTHERS L SEE ARCHITEdTURAL FF EL = PLANS 7.0' NAVD I 5.00 L 0 T 8 B L O C K 3 i} LOGGIA 6.5 NAVE 5.40 5.00 +3.2 TRENCH/DECO DRAIN BY OTHERS -RIMEL=3.4 +2.T +3.24 s.00 4.so - z. _-----___ - 2-6�------ --- - --. NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS EXIST BULKHEAD TO BE RAISED 24" - BY OTHERS N. T. S. 1 M / LEGEND: F a>� t - a>$ I 0 F A SECTION IDENTIFIER d 'I 1 PLAN PAGE DETAIL PAGE �9 t 16.5 PROPOSED ELEVATION t o m DIRECTION OF FLOW 'Ai EXISTING ELEVATION t I y wo DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE a � m DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE O DO EXISTING GATE VALVE FOOL Jcc Ili 'I SMfiWI, 6 I �I RETAINING WALL F# BY OTHERS TOP EL = 5.0 € r! POOL DECK GRADING & DRAINAGE BY OTHERS [4 - CONCEPTUAL SHOWN 6.50 EL = 33.5 6.00 OV 1,047sf x 6"d S ALE � I .74 00 _. +3.0 4.00 _. _.. 3.50 - I (l` I RETAINING WALL BY OTHERS ,32g i TOP EL = 4.0 2.5CARGARAGE 4.00 TWO 6" >TEPS BY 4.15 OTHERS L SEE ARCHITEdTURAL FF EL = PLANS 7.0' NAVD I 5.00 L 0 T 8 B L O C K 3 i} LOGGIA 6.5 NAVE 5.40 5.00 +3.2 TRENCH/DECO DRAIN BY OTHERS -RIMEL=3.4 +2.T +3.24 s.00 4.so - z. _-----___ - 2-6�------ --- - --. NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS EXIST BULKHEAD TO BE RAISED 24" - BY OTHERS O +3.09 I 11 I O _ - 4.5 0 - - 5.0 0 I 7lED BULKHUN J. - _-- X2-84 ------------ ---- X2.8 .ED POCK cnTE.evomER _ --- C 0 V E \ \ (PRIVATE) NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TAPE OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Site LOCATION MAP N. T. S. I LEGEND: F t - a>$ I 0 F A SECTION IDENTIFIER d 'I 1 PLAN PAGE DETAIL PAGE 6.00 t 16.5 PROPOSED ELEVATION t o m DIRECTION OF FLOW 'Ai EXISTING ELEVATION t I y DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN N DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DO EXISTING GATE VALVE FOOL SANITARY SEWER CLEANOUT S 00 SMfiWI, 6 I o J J € m m 6.50 6.00 +3.8 15 DECORAIiVE PLANTERS I OVER CMU PIERS -REFER 5.00 TO LA OWGS + 3 +3.5 .4 + 6" POP UP EMITTER RIM EL = 2.5 o I + B20LF - RETAINING WALL EZ -DR I BY OTHERS 1 TOP EL = 5.0 17 1, 1 24S �x 6"d +SWALE I 5.00 I 5.00 I ii 1 I O +3.09 I 11 I O _ - 4.5 0 - - 5.0 0 I 7lED BULKHUN J. - _-- X2-84 ------------ ---- X2.8 .ED POCK cnTE.evomER _ --- C 0 V E \ \ (PRIVATE) NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TAPE OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Site LOCATION MAP N. T. S. LEGEND: F t - PROPERTY LINE 0 F A SECTION IDENTIFIER d 'I 1 PLAN PAGE DETAIL PAGE t 16.5 PROPOSED ELEVATION t -�� DIRECTION OF FLOW 'Ai EXISTING ELEVATION t i DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DO EXISTING GATE VALVE C.O. SANITARY SEWER CLEANOUT DRAINAGE CALCULATIONS SINGLE FAMILY RESIDENCE - 530 OLD SCHOOL RD- Job #20024 WATER QUALFrY VOLUME: BASED ON1 F.A.C. CHAPTER 62-302 8 SFWMD BASIS OF REVIEW GIVEN, TOTAL SITE AREA sf (w 1p opluNe.a lirel ROOF AREA 42 0 sf WATER SURFACE AREA 0 sf PERMEABLE PAVER AREA 0 sf WATER QUALITY SITE AREA 11230 sf (Taal sne-wler:p�a�e+ma:, WATER QUALITY IMPERVIOUS AREA 4-'0 sf bV.O. sne A,ee - PeMppel 50% PERMEABLE PAVER CREDIT 0 B WATER OUNUTY PERVIOUS AREA 6920 sf VV.G. sae w..-ImpeMppel WATER QUALITY % IMPERVIOUS 38.4 % (mpe--I w.0. sue Areal REQUIRED STORAGE VOLUME: WET DETENTION VOLUME = 1" OVER TOTAL SITE AREA OR 2.5" OVER IMPERVIOUS AREA (IF SITE IS OVER 40% IMPERVIOUS, USE 2.5. OVER IMPERVIOUS) i COMPUTE 1" OVER TOTAL SITE AREA: Im* 15500 = 1292 cf • COMPUTE 2.5' OVER % IMPERVIOUS AREA: 2sm * 0.38' 15500 = 1239 cf PER SFWMD SWERP APPLICANTS HANDBOOK VOLUIVE II, 4.2.1 PROVIDE 50% STORAGE FOR RETENTION WATER QUALFFY VOLUME • 1292 0.5 = 646 cf REQUIRED VOLUME: V = 646 cf = 0.18 Ac -In PROVIDED VOLUME: V = 720 cf = 0.20 Ac -In JUN 51020 Town of Guif Stream. FL SCALE: 1" = 10' 0 CALL 48 HOURS BEFORE YOU DIG. -5 0 10 20 IT'S THE LAW 5 15 1-800-432-4770 0 COPYRIGHT 2020 BY ENVIRODESGN ASSOCIATES, INC. Know what's below. THIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. Call beforedig. DU SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS SICNED AND SLED BY A REGISTERED PROFESSIONAL y p SEALED REPRESENTING ENVIROOESGN ASSOCIATES, INC. PAVING, GRADING AND DRAINAGE NOTES I 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE FDOT LATEST STANDARDS. 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6 - BE YOND "BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE SHALL BE 12 INCHES THICK COMPACTED TO 987 ACCORDING TO AASHTO T-180. ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST METHOD "C" OF AASHTO T-180 SPECIFICATIONS. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE NTH SECTION 250 OF THE FLORA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION. THE THICKNESS OF THE SHELLROCK BASE SHALL BE AS SHOWN ON THEDETAIL DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 987 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THE SHELLROCK SHALLHAVE A MINIMUM OF 407 CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL. 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 987 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR MATERIAL. IF HARDPAN 15 ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR MATERIAL. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 8. GUMBO -WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE APPLIED AT A RATE OF APPUCATION NOT LESS THAN 0.10 GALLONS PER SQUARE YARD FOR UMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FDOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE ENGINEER. 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION 334 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE DETAILED DRAWINGS. 12. ALL CONCRETE SHALL DEVELOP 2500 P,A. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC DEPARTMENT TYPICAL T -P-17, WHERE APPLICABLE. 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION AND COMPACTION OF THE SUBGRADE. 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE APPLICABLE. 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. 17. GRADES SHOWN ARE FINISHED GRADES. 18. EXISTING ROAD CROWN ELEVATION EL. 1.84' N.A.V.D. 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS OF CLASS III OF ASTM C-76 AND WITH THE FDOT SPECIFICATIONS, LATEST EDITION. THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT SPECIFICATIONS. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 1007 OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE THE LOCAL UTILITY. OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 7.0' (WHICH 15 ABOVE THE 100 -YEAR FREQUENCY STORM). 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING NTH ALL PERMIT(S) CONDITIONS. 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 10. ALL CONCRETE SHALL DEVELOP 2500 D,J. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS. LATEST EDITION. CLASS I CONCRETE USED 12, ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE GENERAL PUBLIC. 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE WITH SEC. 8.24.E.5.1 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. 17. ALL UMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED PERMITS. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 20. LANE CLOSURES WITHIN THE FDOT RIGHT-OF-WAY SHALL BE UMITED TO THE HOURS OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FDOT DESIGN STANDARDS (LATEST ED.) 21. SITE INFORMATION BASED ON A SURVEY PREPARED BY, O'BRIEN, SUITER', & O'BRIEN DITCH WIDTH (W) + 4' SURFACE RESTORATION SURFACE ('� SURFACE JOINT SAWCUT� REFER TO PAVEMENT) �-REPLACEMENT BASE JOINT DETAIL RT 7.1 (W) `SEE TYPICAL BACKFILL DETAIL GU 2.1 FOR COMPACTION DIA. VARIES REQUIREMENTS. 1. REPLACEMENT BASE TO BE AT MIN. 12" THICK. 4. ALL DISTURBED PAVEMENT MARKINGS SHALL BE RESTORED IN ACCORDANCE WITH CITY STANDARDS. 2a. BASE MATERIAL SHALL BE PLACED IN TWO LIFTS AND EACH UFT 5. SURFACE MATERIAL SHALL BE F.D.O.T. COMPACTED TO 95% MAXIMUM DENSITY PER AASHTO T-180 (MAX. TYPE S -I DR S -III ASPHALTIC CONIC. (MIN. THICKNESS 1 1/2"). UFT THICKNESS - 6"). JUN 2b. 12" EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD MIN. 100 P.S.1. MAY BE USED IN UEU OF 12" BASE. PATCHED AT END OF EACH WORKING DAY TO FACILITATE UNHINDERED TRAFFIC FLOW. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. PAVEMENT REPAIR DETAIL GU 1.1 MATCH EXISTING DRIVEWAY WIDTH OR 12' MIN. WHICHEVER IS GREATER EXPANSION JOINT - 24' MAX. WIDTH (2 -WAY) UNLESS OTHERWISE SHOWN ON PLANS PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY EXISTING GROUND v REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPEGFICATIONS.(SEE NOTE 5 BELOW) 6" MAX. SIZE 18" MAX. UFT. GRANULAR BACKFILL PLACED AND COMPACTED TO 987 MAX. DENSITY PER AASHTO T-180 7/8" MAX. AGGREGATE SIZE 6" MAX. UFT. BEDDING MATERIAL COMPACTED TO 98% MA %. DENSITY PER AASHTO T-180. NOTES: 1. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGE ROCKS SHALL BE REMOVED; BEDDING MATERIAL AND BACKFILL CONSISTING OF WASHED AND GRADED UMEROCK 3/8" -7/8" SIZING. 2. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. 4, BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, AND DEBRIS. 5. COMPACT BACKFILL TO 98% DENSITY UNDER PAVEMENT AND TO 955 DENSITY ELSEWHERE.(AASHTO T-180) 6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING BACKFILL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS PROCEDURE, FOR WHATEVER REASONS, SHALL BE REQUIRED TO RE -EXCAVATE THE AREA IN OUESTION, DOWN TO THE BEDDING MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES, TYPICAL BACKFILL DETAIL GU 2.1 CRAONCCRRETE EMENT COLLAR SHOULD EXTEND UNDER ONE FULL 1-1 Y WIDTH OF BRICK SAND BEDDING 12" COMPACTED SUBGRADE 4" UMEROCK BASE COMPACTED TO 90% PER TO 98% PER AASHTO T-180 OUTSIDE RIGHT OF WAY. AASHTO T-180 6' UMEROCK BASE COMPACTED TO SIBS PER AASHTO T-180 INSIDE RIGHT OF WAY. 4" FLOW -ABLE FILL (100 P.S.I. MIN.) SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 JUN TO of Gulf Stream, FL CALL 48 HOURS BEFORE YOU DIG. • IT'S THE LAW a 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. {{�� ® COPYRIGHT 2020 BY ENMRODESIGN ASSOCIATES. INC. Know what's 4eIOW. THIS DRAWING 15 PROMDED FOR INFORMATIONAL PURPOSES ONLY, �J L UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL 4II MBiIUiC you dig. ENGNEER REPRESENTING ENMRODESICN ASSOCIATES, INC. TEMPORARY INLET PROTECTION (TYP) 1 i L F TEMPC ! FENCII 1-� WATER JUJU. VALVE + I I I I I i I I I I I I I I 1 I I I I I I I w I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I t 213.42' _ a BACKFILL AFTER INSTALLATION OF NLET FILTER INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE WIRESUPPORT - MOULD BAB'. 5/5 GA. 49 0/100 SO. FT. WELD WIRE SUPPORT. EXTEND 6' MIN. AT SIDES NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. FILTER FABRIC ME AND GRATE A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INIET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND TINE CURB, THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 _— FLOW 10 FT. MAX. SPACING WITH WIRE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM) 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS, 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. ATRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WADE AND 4 INCHES (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY ARE STAPLES AT LEAST I INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HIRED TO THE FENCE. AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. TINE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REOUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NOI) TO FDEP SILT FENCE INSTALLATION DETAIL D 9.10 Sheet 1 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FDOT AGGREGATE NO.1). AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C I, HE INTENT OF EP05GN CONTROL MEASURES INDICATED G A HICALLY ON PLANS IS TO PROVIDE A BARRIER TO GONTAN SILT AND SEDIMENT ON THE PROJECT SITE. THIS REPRESENTATION IS FRONDED FOR THE CONVENIENCE OF ME CONTRACTOR. THE HEST OF EROSION CONTROL EFTECTVEIESS IS NOT TO BE DETERMINED BT ADHERENCE TO TIE REPRESENT SET FORTH ON THE DFAWNGS AND SPED MONS. BUT BY MEETING THE REGUTATONS SET PRIOR TO ANY CLEAMNG GRADING. EXCAVATION, RWNG. OR OMR LAND GSTURBANCE ACTIVITIES EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES. 3. INSPECTION OF AUL EROSION CONTROL MEASURES SHA1L BE CONDUCTED OR AFTER EACH RAINFALL EVENT. REPAIR, AND/OR REPLACEMENT OF SIX MEASURES SHALL BE MADE PROMPTY. AS NEEDED, 4. NEEP DUST WATFIIN TOLERABLE LIMITS BY SPRINKLING OR OTNER ACCEPTA MEANS 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REOUIRI 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED 7. DRAINAGE INLET' SHALL BE PROTECTED BY FILTER AND GRADED ROCX AS PER INLET PROTECTION DETAIL 8. ANY ACCESS ROUTES TO SITE SAL BE BASED WIN CRUSHED STONE. WHERE PRACTICAL 9. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COYER IS ESTABLISHED. 10. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. 11 ALL WORK 15 TO BE IN COMPUANCE WTH 111E RULES AND REGULATIONS SET FORTH BY TIE STATE OF FLORIDA, DEPARTMENT OF EHVIRMMINTAL PROTECTION AND ME a OF DOURAY 1CDISCHARGE MTANMENT "TFRMG OPFAATONS SNAIL BE RETAINED ONSITE IN A CDITNNMENT AREA. A EROSION CONTROL NOTES DETAIL D9.1 FENCE POST —� (WOOD OR STEEL) AERIC S RULNOFF DIG 4' WIDE k 4' DEEP— 4 TRENCH, BURY BOTTOM 8' OF FABRIC, AND ANCHOR W/COMPACTED BACKFILL MATERIAL SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST _ OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS i DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.11D Sheet 2 of 2 JUN Town of Gulf S CALL 48 AbOks BtFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. STEEL OR— EXTRA STRENGTH FILTER FABRIC WOOD POST NEEDED WITHOUT WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH 5 15 FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX.) ® COPYRIGHT 2020 BY ENMRODESIGN ASSOCIATES. INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. MESH PARE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL _— FLOW 10 FT. MAX. SPACING WITH WIRE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM) 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS, 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. ATRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WADE AND 4 INCHES (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY ARE STAPLES AT LEAST I INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HIRED TO THE FENCE. AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. TINE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REOUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NOI) TO FDEP SILT FENCE INSTALLATION DETAIL D 9.10 Sheet 1 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FDOT AGGREGATE NO.1). AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C I, HE INTENT OF EP05GN CONTROL MEASURES INDICATED G A HICALLY ON PLANS IS TO PROVIDE A BARRIER TO GONTAN SILT AND SEDIMENT ON THE PROJECT SITE. THIS REPRESENTATION IS FRONDED FOR THE CONVENIENCE OF ME CONTRACTOR. THE HEST OF EROSION CONTROL EFTECTVEIESS IS NOT TO BE DETERMINED BT ADHERENCE TO TIE REPRESENT SET FORTH ON THE DFAWNGS AND SPED MONS. BUT BY MEETING THE REGUTATONS SET PRIOR TO ANY CLEAMNG GRADING. EXCAVATION, RWNG. OR OMR LAND GSTURBANCE ACTIVITIES EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES. 3. INSPECTION OF AUL EROSION CONTROL MEASURES SHA1L BE CONDUCTED OR AFTER EACH RAINFALL EVENT. REPAIR, AND/OR REPLACEMENT OF SIX MEASURES SHALL BE MADE PROMPTY. AS NEEDED, 4. NEEP DUST WATFIIN TOLERABLE LIMITS BY SPRINKLING OR OTNER ACCEPTA MEANS 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REOUIRI 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED 7. DRAINAGE INLET' SHALL BE PROTECTED BY FILTER AND GRADED ROCX AS PER INLET PROTECTION DETAIL 8. ANY ACCESS ROUTES TO SITE SAL BE BASED WIN CRUSHED STONE. WHERE PRACTICAL 9. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COYER IS ESTABLISHED. 10. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. 11 ALL WORK 15 TO BE IN COMPUANCE WTH 111E RULES AND REGULATIONS SET FORTH BY TIE STATE OF FLORIDA, DEPARTMENT OF EHVIRMMINTAL PROTECTION AND ME a OF DOURAY 1CDISCHARGE MTANMENT "TFRMG OPFAATONS SNAIL BE RETAINED ONSITE IN A CDITNNMENT AREA. A EROSION CONTROL NOTES DETAIL D9.1 FENCE POST —� (WOOD OR STEEL) AERIC S RULNOFF DIG 4' WIDE k 4' DEEP— 4 TRENCH, BURY BOTTOM 8' OF FABRIC, AND ANCHOR W/COMPACTED BACKFILL MATERIAL SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST _ OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS i DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.11D Sheet 2 of 2 JUN Town of Gulf S CALL 48 AbOks BtFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 5 2 4 O¢ FIN _ w �w i� iw� P. O �T•1 zZ 040 O F a W�0 W H z� H O� ACIO E- a a Lica C7 E. E N E m Ha a a 0 o_ C- V�- 211 OLL y m E Q a p w _ OUm In oa Wo W Q <o oor �?3 mo o I • ooN cn pq a, wale W N0 tj a z W DRAWN: B.A.H. CHECKED: J.A.P. DATE: 05/21/20 JOB N0. 20024 -ENG SHEET NO. 3 OF 3 SCALE: I" = 10' 0 -5 10 20 5 15 Know what's below. ® COPYRIGHT 2020 BY ENMRODESIGN ASSOCIATES. INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. L SIGNED AND SEALED BY A REGISTERED PROFESSIONAL CalI before you dig. dig. ENGNEER REPRESENTING ENVIRODESGN ASSOCIATES, INC. 5 2 4 O¢ FIN _ w �w i� iw� P. O �T•1 zZ 040 O F a W�0 W H z� H O� ACIO E- a a Lica C7 E. E N E m Ha a a 0 o_ C- V�- 211 OLL y m E Q a p w _ OUm In oa Wo W Q <o oor �?3 mo o I • ooN cn pq a, wale W N0 tj a z W DRAWN: B.A.H. CHECKED: J.A.P. DATE: 05/21/20 JOB N0. 20024 -ENG SHEET NO. 3 OF 3 ff NELL P , F_. ivc;Y ;IOP d P: -. '. eL ',ELEI WC B VN1,;. DESIGN DETAIL A -A' SCALE: 1/4"=V-0" OLD SCHOOL ROAD 30.00' RIGHT OF WAY GRAPHIC SCALE (1 IN = 10 FT.) -- , es,t,Ql�rorR.c PF�6�oN 6r oAN6a o o Z Q J Q LL J - - POLE WATER VALVE VALVE low LL W Q LLL H puimm O U ZL LL J o GRAPHIC SCALE (1 IN = 10 FT.) _ _ a es,t,Ql�rorR.c PF�6�oN 6r oAN6a Q LL J - - POLE WATER VALVE VALVE T a a- puimm O U 9 I PIN �0 Q ,L � �1 I (i)J°o fY Q I = 2 9 I 's �� b1.n6a co4c� P,r LANDSCAPE ARCHTTEC W O (wL r y I/y I �o/F c n 6 _ E OFFICE gO FRONT u II JI c m POR �l C m O r � o ❑ - 2S CAR GARAGE -T-® ju 0 2 -TORY 0 q O FOYER III � C h r DATE VLOT 9 O m O p ET BLOCK 3 H --IUD® LOT 7 V om i --- �/ 'LAU It BLOCK 3 � m � > ocl euw � M,FA a HIST TIERS G TAOOAI --DININD H �••{-i A� N GUINUKKFF)10E L (n�"tuiJ � K NIGH BlAC1t -�' _ h 6ARREn ATP i CABANA C+�+ N � - LD NAVALu I r � V = _- REAKFAS POOL > io MASTER BEDROOM --- - - PLAY ROOM SHOWER g HION e�uAgRI�N N 'u -- er mrvFiu 1�O aw o �w a�J w R wog poi I RAISED BULKHEAD - REFER TO CML ENGINEERING PLATTED BULMEAD LINE - PROPOSED DOCK u �, 3aa 6 �No ar, 35s COVE ± (PRIVATE) SITE LAYOUT PLAN SCALE: 1"=10'—O" JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: I" = 10' SHEET N0. HP -1 _ _ a es,t,Ql�rorR.c PF�6�oN 6r oAN6a _ � 'wOO .I E�IIIIIIIIIIIII' puimm Willa p 1. b i�IOI+ I PIN ,L � �1 ii �ro11aroR 6rpvmin LOUIS ILIAS VLAHOS 's b1.n6a co4c� P,r LANDSCAPE ARCHTTEC PROPOSED DOCK u �, 3aa 6 �No ar, 35s COVE ± (PRIVATE) SITE LAYOUT PLAN SCALE: 1"=10'—O" JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: I" = 10' SHEET N0. HP -1 _ _ a es,t,Ql�rorR.c PF�6�oN 6r oAN6a _ � 'wOO p 1. b i�IOI+ I REAR SETBACKlMOOm6cc0w16 � rtµ1�5 PmE I F n �ro11aroR 6rpvmin LOUIS ILIAS VLAHOS 's b1.n6a co4c� P,r LANDSCAPE ARCHTTEC 86677 �urt0. n Omnis w«6NmI6w.T Pew LC /26000319 u'',rc s, REV. NO. DATE $ RECESSED MASONRY AND SLAB PR, PROVIDE WATERPROOFING,REMOTE PUMPAND STRUCTURAL ANOHYDROSTATIC PRESSURES WRH PIT L+/-0.0NAVD-REFERTOLA4DSCAPE ARCHRECTS PLANS. SECTIONS, DETAILS I I PROPOSED DOCK u �, 3aa 6 �No ar, 35s COVE ± (PRIVATE) SITE LAYOUT PLAN SCALE: 1"=10'—O" JOB NO: DRAWN BY: LIV DATE: 05.22.20 SCALE: I" = 10' SHEET N0. HP -1 PLANT LIST SINGLE FAMILY CRY OF DELRAY BEACH, FL KEY QUANT. PLANT NAME TREESIPALMS PROPOSED MAN 1 Mengifera Indi al Mango Tree14]AS`O& S'CT, 868. full (native) CLU 3 Clussa Gutefera/Small Leat CAuses 12-14'OA, 6'CT, 2'CAL, full (neve) IEP2 Ilex East Pat tka/Eest Palatka Holy 12-14'00.. SM, match, NII (nalln) JAP 5 E)aeoarpus Dedpena/Japenese Blueberry VQA, match, 4W, full, relocate (drought) GAR4 Garcinia Spi"WGaranie Tree 4 -GOA, STD, match, full (drought) PHS 4 Phoenix SylvesMdbis SyNeaData Palm (very dght) MOA, IOWD, 12'CAL, lull (vrou FPI4 Wodyeea Btfumata/Folnll Palm 121CT, 16-18'OA. WCAL, full (drought) FP32 Wodyeea BLfurata/Foxtail Palm 16-18'OA, TRPL, full (drought) Apt Ar horltophoenix Alexandme/Kirg Alexander IVOA,SGL, full (drought) MPI 3 Venoms Montgomeriena/Montgomery Palm WCA, SGL, fun (drought) AD2 2 VettMia MemillieAdonidie Palm WCA, DBL, full (drought) FIS 9 Caryota MRLN Fishtail Palm 1&IRDit, mull, full (drought) CIT 1 Citrus Orange by Owner 6-8'OA, STD, full ACCENTS TOTAL POINTS REQUIRED (0 SFI153F) 0 pre PR3 3 Phoenix Roebe11-100 gmy Dale Palm 8-10'0& TRPL, fug (drought) YUE 2 Yucca Eleph-UPes/Spinless Yu— TOA, 34 trunk, full (very drought) AGV 3 Agave AngustlfoliaNerlegated Age- 30' OA full (very drought) LP 2 Rhaphis Exal"'I'ady Palm 4-5'OA, mule, full (drought) BRI 4 Bromeliad Imperlalls/Imparial Bromalted 7GAL, NII (draght) CAL 10 Cellethea Zebdna/Zebrs Cellathea 3 GAL, 24'OA, 30'OC, NII ALC 4 Abasia Califomicus/Csldornia Aloasia 3GAL, 24'OA, full (nondrought) SAN 79 Sanseviene Trl6sats Zeylania 3 GAL, 24' OA. 30' OC, full (very draught) SHRUBS S GROUNDCOVERS PO4 119 Podocarpus MeldlMakl Yew 3-7GAL, 34'OA, 20C, full (very drought) PV 51 PlOospomm VadegeNMVertegated Plros 3 GAL, 24' OA, 24' OC, NII (drought) BEG 24 Begonia Angel Wing While3 GAL, 24' OA, 24' OC, full (non-drought)HIB 14 Hibiscus Mona LoelWhite Hibiscus 3 GAL, 24' CAL 24' OC, lull (riondrought) PP 112 Podoarpus PnnglesirDivad Podoarpus 3 GAL, 14' OA, 20' OC, full (drought) FG] 200 Fina Mbrocerpa Gm Island/ Gm Island Fic 3 GAL, 14' OA, 2D' OC, Tull (drought) CLN 112 fers Nana/Drf Clusea Clusse Gutewe 3 GAL, 14' OA, 20' OC, NII (neve) MON 44 Ophbpogon JeponlcusMondo Grana 1 GILL, 10' OA, 12' OC, NII (drought) (add black mexian pebble rock polished under) JM 114 Trachybsperma Jas MiNma/Jasmin Minimal GAL, B' CA, 10' OC, full (drought) SOD u required St Augustin Palmetto SO FT, h91 NOTE Native, very draught and drought tolerant plants indicated per %enape Plant Guide II LOT COVERAGE S20 OLD SCHOOL ROAD. CORE DISTRICT. TOWN OF OULFSTREAM. FL TWO STORY RESSH:NCE _ RSC 15576 SF (100%) TOTAL LOT AREA 15576 SF 1100%) MAx. LOT COVERAGE ALLOWED 4672 SF(30%) LOT COVERAGE PROVIDED 7715 SF (23.85%) IMPERVNXUS AREA PROVIDED $139 SIF (3225%) PERVIOUS AREA PROVIDED 7411 SF 141.75%) LANDSCAPE CALCULATIONS NORTH BEACH PROPERTY LANDSCAPE MOE DATA FOR MULTI STORY RESIDENTIAL STRUCTURES Fust Floc Mean Roo/ Hoot 13'-0- I. TOTAL TREES REQUIRED (A 12500-H) Semrel Fkwr Mean Rod Height 27-0- J. TOTAL TREES PROVIDED .dge Mean Root Haight WA K- TOTAL NATIVE TREES REQUIRED (HN -50) FRONT YARD CALLS - NORTH terrain, 4S set L TOTAL NATIVE TREES PROVIDED TOTAL POINTE REQUIRED (910 SF/IS SF) sotri TOTAL POINTY PROVIDED 140 Ph 8 (2 ) ' ct Deb Perm W Pia (1) 170 Foxhall P. 15 pts (3) 8'a Japanese 6lueee,Y 15 pia (2) S a Li .::Trees t0 pre REAR YARD CM -CS - SOUTH nefthb 25' cue) TOTAL POINTS REQUIRED (0 SFI153F) 0 pre TOTAL POINTS PROVIDED 135 Pte (1) 17 rk Adoni�e Palm 15 pre (2) 12 0 FmRall Palm Mo. v m (1) 14'w Mango= 20 pis (2) 8' d Date Pelm g0 pts SIDE YARD CALLS - WEST herthin 23' b) TOTAL POINTS REQUIRED (790 SFMOSF) 78 Pb TOTAL POINTS PROVIDED 140 Pas (2)14'Pa Closes Tres, 40 Pb 15) 8' ci Flshlail Will Palm 100 Pb SIDE YARD CALCS -EAST (erNhtn 23'.b) TOTAL POINTS NEOUIRED (228 SFROSF) 731x+ TOTAL POINTS PROVIDED 240 Pre (8) S 0 Ares MuN Pel, Exist 160 pts H) 9' ri Fahtll WIN Pel, NPb LANDSCAPE REQUIREMENTS SINGLE FAMILY -CORE DISTRICT- TOWN OF GULFSTREAM. FL A TOTAL LOT AREA 15576 SF (100%) S.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 6119 SF (52.25%) C. TOTAL PERVIOUS AREA PROVIDED (A -B) 7437 SF (47.75%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) 1487 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200, SF F. NATIVE VEGETATION REQUIRED (Dx.25) 372 SF G. NATIVE VEGETATION PROVIDED 44Dt SF H. TOTAL TREES EXISTING ONSITE 0TREES I. TOTAL TREES REQUIRED (A 12500-H) 6 TREES J. TOTAL TREES PROVIDED 22TREES K- TOTAL NATIVE TREES REQUIRED (HN -50) 3 TREES L TOTAL NATIVE TREES PROVIDED S TREES NORM AMOM J LL Z Ww Q UW J GRAPHIC SCALE (I IN 10 Ff. 7 F N a 0D d WW QJ �O Z in �-i W Wo J LI (n LOUIS WAS VLAHOS LANDSCAPE ARCHITE r. C-- LA/6666677 LC /26000319 REV. NO. I DATE JOB N0: � DRAWN BY: UV DATE: 05.22.20 SCALE 1' = 10' SITE LANDSCAPE PLAN I I SHEET NO. LP -1 Y � C U� E CU d 3F )3 � LL O p G H o o mss LCmxt V �a �I ha Z LLI�_ `gra a v m L(C1 U Vl zi C � LOUIS WAS VLAHOS LANDSCAPE ARCHITE r. C-- LA/6666677 LC /26000319 REV. NO. I DATE JOB N0: � DRAWN BY: UV DATE: 05.22.20 SCALE 1' = 10' SITE LANDSCAPE PLAN I I SHEET NO. LP -1 TREE SURVEY DATA SHEET Item# Sped9S Common Name Spades Scientific Name Oty Haight Spread DBH Condition Notes Disposition #1 Indian Laurel Flou. Nlbda 1 26oa 20' 20" 50% In way of new construction, reise elevation remove #2 Indian Laurel Ficus Nlbda 1 25'ca 20' 20" 30% In way of new corletiUGllon, raise elevation remove #3 Royal Palm R ones Elate 1 30Wd 16' 16" 75% In way of new construction, raise elevation remove #4 Royal Palm Roystonea Elate 1 30Wd 16' 16" 75% In way of new construction, raise elevation remove #5 Black Olive Bucida Buceras 1 26ca 25' 24" 75% In way of new construction, raise elevation remove #6 Mango Tree MangI.. Indica 1 14'oa 12' 6" 80% In way of new construction, raise elevation remove #7 Mango Tree Mangifere Indica 1 14'00 12' 6" 80% In way of new construction, raise elevation remove #8 8 -Areca Palm sueen Chrysalidocarpus LWescenB1 16'ca 12' 12' 80% Trim, dean and fertilize remain it9 5 -Japanese Bluebei eepens 1 5 1 8'oa 4' 1 2.5' 1 90% Trim, dean and fer611ze rebcale EXISTING TREE LEGEND 12 , EXISTING SPECIMEN TREES TO REMAINIPRESERVED ' 6/ EXISTING TREES TO BE RELOCATEDIAPPRAISEO '1 1 EXISTING TREES TO BE REMOVED/APPRAISED All edsdng trees to be apmInd by listened arborist per ANSI standards. Ab epsling trees/ palms W remain or rek—w must be preteded by approved tree bemm See tree bearer deleil. All base/ palms to remain or relocated must be trimmed by INcensed arborist per ANSI standard.. Ali trees/ palms w remaln a relocate must be NrNised w/ an MI purpose time rebeee %ni.r. ORIPUNE NO ENTRY NO STORAGE NO -P UNEBARRCA_DE OF ORANGE ENCROACHMENT = "TENSOR HIGH NSBIUTY MESH 4- H'V FENCE AT DRIP UNE USE I STEEL PIPE FENCE SUPPORTS BURY INTO SOIL A f11H 19" DEPTH AND SPACE YAX_ SPIN A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEN DURING CONSTRUCTON THE BARRIER SHALL EXTEND TO THE DRIPUNE. - THE SOIL MTHIN THE DRIPUNE SHALL BE KEPT FREE OF BUILDING NATERIAL5 CLEANING OF ANY EQUIPMENT MTIaN THE PROTECTVE BARRIER IS PROIHIBITEO TREE PRESERVATION BARRICADE FENCING DETAIL LOT 9 BLOCK 3 RAISED BULKHEAD - REFER TO CIVI ENGINEERING PUTTED BULKHEAD LINE NORTH ARRDW OLD SCHOOL ROAD 30.00' RIGHT OF WAY � z-rws mrroA a oA / aEsovr / GRAPHIC SCALE (1 IN 10 FT.) C X a' Y OFFICE TH I I 13 FAI i SI < D g MASTER L . 7ti J �I HL ERS C X a' IVrnY col sARp BASE. E IN 3 MASTER BEDROOM i SI < D 2.51CJLR GARAGE — �I w �I �I DI g� ti� oEwR.TNE § w w n 'Il " SO' -0' REQUIRED REM SETBACK F - _ _ I I I R U -- 1 4 /i\7 / i 1.0 NAVD v u" I — I ra' � -i/ mss• \I l ' w#� C I H V / �I I I I REPKF POOL I I SHOWE ROPER LINT 3a -IP C X a' r eEUraFwrv. I FRONT I I Pat I I I I Esu I ��� I 2.51CJLR GARAGE JII.TSTORYg` KITCHEN Il D _ rstQw I OINING- = R U -- 1 1.0 NAVD �- �I I I I REPKF POOL PIAY ROOM I SHOWE LOT 7 BLOCK 3 4� i c.5t Y; W REIRED REM SETBACK Im o I \ T QUu ERs I I w n.vHr . --_ I I Ewa nu:OErpc x \/ v I,' 1 .«� r R B ,aD, 3!' I I TO RErWa.G _ — /� Its-t•i' � I s z PROPOSED DOCK\ COVE (PRIVATE) \ REQ TREE SUR Y AND DISPOSITION PLAN 0 DO NO CUT GED LEADER DED O/�ry10 0 00 0 00 WOOD IMMEDIATELY PRIOR TO PLA0 O" O BY THEN LANDSCAPETING AS R ARCHITECT ECTED � SEE NOTE 00 C 00 f1- DOUBLE STRAND ++12 GALA( WIRE W WITH 3/4'e RUB9ER HOSE. jR( 0 Og00 p 0 0 0$D p0.41 0 00 Q�0 Q 0 `• 0 0 MULCH 3' DEEP �s 80 0° V 3 PER TREE AT EQUAL SPACING, D sD g � l s� p SPECS. 'f SEE c > 0 yT .IC MULCH. 3' DEEP V 00 M11 MIX 0 AS SPILL AS SIT- IED 3' BASIN FOR WATERING EXISTING SOIL " FLUORESCENT ORANGE ORANGE MARKER -SET TRUNK FLAIR OR TOP ROOT 0'-2' �O rg, ABOVE SURROUNDING FINISH GRADE, UNTIE BURLAP 1/3 FROM BASE OF TRUNK/BALL TRIM 1 3 FROM CROWN, WIRE BASKETS REMOVE 1/2 OM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2'.2'x2' STAKE. TOP TO BE 2' MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL tl SET ROOIHALL ON UNDISTURBED SOIL IBETWEEN PLANTS BEPLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE DT N WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT TREES AND 12 MONTHS FOR PALMS OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS. ETC. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL r00 01°" x080" �qq', OD 8 SID �8D PROTECT TREE NTH 3/4's DBL STRAND NO.12 GALVANIZED RUBBER HOSE GUY WIRE (MIN. 3 PER TREE) RED FLAGGING TAPE ON BRACE 0 3' DEEP LAYER OF APPROVED MULCH PLANT MATERIAL SHALL NOT BE 3' DEEP LAYER PRUNED PRIOR TO INSTALLATION APPROVED MULCH sp0 0 AFTER PLANTS HAVE BEEN INSTALLED. BE PRUNED BACKFILL WITH PLANTING SOIL ga 0 EACH PLANT SHALL B FOR UNIFORMITY. 2'.4'X8'-0' STAKES (3 PER TREE) BACKFILL WITH PLANTING 0 SET TRUNK FLAIR OR TOP ROOT 0'-1' ABOVE SOIL BERM FOR WATERING BASIN li V SURROUNDING FINISH GRADE. STAKES TO BE 18' I _ - FlRLL _ SOIL BERM FOR WATERING BASIN BELOW PIT IN EASTING MAALAL LL OAR MATERIAL.OR I I I -r i' SUBGRDE EXISTING GRADE EXISTING GRADE - UNEXCAVATED 2. ROOTBALL SIZE FOR SUPPORT -SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF MUNK/BALI. •TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR 1%2 W03MFROM WIRE BALL ETS REMOVE TREES AND 12 MONTHS FOR PALMS OF BALL AND BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL -SET TRUNK FLAIR OR TOP ROOT 0' -2 - '-2'ABOVE AD VESURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK/BALL TRIM 1 3 FROM CROWN. WIRE BASKETS R OVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY A r.y -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE NAIL BRACE TO 2'x4' WOOD BATTEN RED FLAGGING TAPE ON BRACE / METAL STRAPS SECURING ' • (3 TOTAL) Z 2'.4'.12' WOOD BATTENS MIN 5 LAYERS BURLAP DRIPLINE 3' DEEP DYER OF NO ENTRY APPROVED MULCH NO STORAGE O BACKFILL WITH PLANTING SOIL NO DRIP LINEBARRICADE OF ORANGE 'TENSOR' HIGH VISIBIUTY I SOIL BERM TO HOLD WATER4 ENCROACHMENT MESH 4• HIGH FENCEAT I 2'.2'.4' WOOD STAKE 7 DRIP LINE FENCE SUPPORTS SPACED 5' APART GRANULAR FILL 2'.4'x12' FOOT PAD F MATERIAL OR - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THD. DURING CONSTRUCTION SOFT SOIL CONDITIONS SUCH AS SAND. BURIED EXISTING GRADE - THE BARRIER SHALL EXTEND TO THE DRIPLINE. - THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE UNE%CAVATED FOR SUPPORT - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION PALM PLANTING DETAIL BARRICADE FENCING DETAIL -SET TRUNK FLAIR OR TOP ROOT 0-2 ABOVE SURROUNDING FINISH GRADE. WO 0 UNTIE BURLAP 1/3 FROM BASE OF MUNK/BALL 11 TRIM 1 3 FROM CROWN, WIRE BASKETS REMOVE _O _Q,rt,,112 FROM TOP OF BALL AND ALL SYNTiETC BURLAP �BE REMOVED COMPLETELY aBoD 00 roD � ORRMV � / \ e V% PROTECT TREE WITH 3/4'0 DBL STRAND NO.12 GALVANIZE RUBBER HOSE GUYWIREJN RED FLAGGING T 00 3' DEEP LAYER OF APPROVED MULCH ON BRACE BACKFlLL WITH PLWTING SOIL (4L rnm aVj SOL BEAM FOR WATERING BASIN / 2'.4'X8' -O' STA - St STAKES TO BE 18' _ - WANULAR FILL ,Asitia est rAUTm Our'4 BELOW PIT IN EtOSTIN k1 7ER pp SUBGRADE. EXISTING GRADE UNEXCAVATED NOTES: 9' BALL 1Y FOR SUPPORT t. ALL sear alrw true c i rrr lata Au ar rAauta 1 11F ItlEAW1W ar e0ar aMrml, !WA t dglWAtm aced aIY AIO1. se W„i rrOt YA ary IbNrQ bas -ea -PLAN TING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL -TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR rRL'1!p air pIY Ilett N aM0]LLF, rLL soar sA1eo00 f Wt RIOD V lD Ib® O,A,C 6se s Ian AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS 1 .mesas awA t cry ar gm. AAWmtn P.muaR reed, AT THE BOTTOM/DEPTH PER CITY REOUIREMENTS n,MQ . A!>•1 salrrs fled,. t Y sepsis r 1eB�1CO ae-se-sen- SMALL TREE (2 cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 11 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1. PLANT MATERIAL I m1,,t material shall be Florida a% a better II 'Cradle M TE IAL A« as established by and Standards r' Nara Planes m the .rota or Florida Department m A ricwmre. Y p 9 2. All Irma, shrubs and groundcoven shall be o1 the size, a, specified in the Plant List. 3. Quantitlse listed on the the Plant List ora far estimating purpose.. Contractor shall verify all quantitles. Mulch, l, -Il, fertilizer, etc. shall be induded in the unit coat of the planta. 4. iter. there b a discrepancy either in quantities, plant names size. or specifications between the plana plant list. the plan takes precedence. 5. All planting bads and mots, basin, for tree, shall be covered with a 3' minimum depth of shredded eucalypt,, w other organic mulch grade •B• a better. 8. The Plmting Plon Mall be Installed In compliance with all s.I,thg City cedes and applicable dead restriction.. 7. SOD: All arms not used for buildings. vehicular use areas, walks or planting bade .hal be grossed. Grassing shot extenat d to any abutting seet pavement edge and to the mean watMIne of any abutting canal, lake or waterway. Sod to be grade A' weed free. All arms marked 'Lawn' shall be St. Auguetlne 'Floratam' solld sod. Th. Dry Retention area shall be 'Bahl. Grosz /'P.V.I.m Notatum'. All ..dshall be set level tight and even along planting bed.. Landscape contract' r Is ponsible for p,,Ming that, own square footage takmff, and fled wrificatlon to previa, 100% sod coverage of dl areae Wecified 8, PLANTING SOIL All trees and Mrub, Mall be looted with a minimum of 12' t soli ... and p 4' far seeded and beneath the 2' fball. Mln Mum toreas Mall be 6' is groundcover area,, grecs areas and 2' fa nadded groes ansa. 9. Planting 1 to be a wend -free fixture of 50% ,and. 40% muck, 0 10% Canadian pmt. All plant materld to resew plantay mil as par detagn. Planfhe se0 backfill fa all ptpgeaed Data Palma_ Coconut Palms Rawl Palma end LLHone Mall be backNietl with BOR sand and 20% wlfh 100% sand at tine of y a! 10. Contract' 1. nespanutibl. for determiningdl .tint locations and installingfa 111tle, .a a. to not conflict All damage to e.1sting utlIltkna Improvements caused by Contractor Mol be ,spoked at no odds land cost to the Owner. 11. Contract' to notify 'Sunehlne' at 1-800-638-4097 (48) houre prior to digging for underground utility hcatlon.. 12. Contract' Mall be respanelble for providing final grading of all sae«luted planting ams. 13. After find grade, arm to be raked to 6' death and all rock and foreign Inorganic material, ramo,ed and dlWosed of properly off -,its. 14. All planting hdee to be hand dug except el are machine dug hdes will not adv a,ly arfacl or damage utiltls,' Improvement, (.m note 8). 15. No plunging d any tree w palm all be accepted. All planta to be planted w/ tmnk flair or surface rent 10% Mow grode (per City req.iremente). 16. Contractor Mol stake & guy all tree, and palm, at time of planting a, per the opproprlate detaA. Cant r..to, 1. responsible for the mahtenance and/' repair of all staking and guying during warranty period. 17. All parking Wands measuring I... than 11 feet (Includhg curb,) due to turning radii requi,amente sial haw cwt barmen Installed against the full perimeter of the Island. All IImer«k Mall be eacawted from island. to a depth of 2-1/2 feet and ba kPoled with the apeclBed planting ml.. 18. Fertilizer f' grass area. Mal be NPK 16-4-8 O 12.5 Ib./1000 ..f. or 545 lbs/sae. Nitrogen 50% eae names form & ferEliesr to hdude secondary micranublents. 19. SUBSTITUTIONS AND CHANGES: All substitution, and changes Mall beapp, -d in writing prior to Installation. Any discrepmkeen cs betwplan,, site and specifications Mdl be brought to Ne Immediate attention of to Architect, Ne owner and The Tom of Gulfatream. 20. WATERING: All plant material Mall be watered in at time of planting In accordance sit standard nursery practices In addltfm, Contractor will continue w,tMng of plant material until substantial completion and as needed termrler f' a period of 2 m -the. 21. EXISTING MATERIAL All e.I,tl g material ,hall be brought to current city code standard. all e.i,ting hedges must be <mtln,,u, as required. 22. DRAINAGE EASEMENT: Written approwl must be obtained from local avatar management district prior to planting witl, the drainage ...ement. 23. All new plant material shall be guaranteed for 1 year from tim. of find a Wtance of project. Any plant materia not In a heathy growing condition .III be replaced by the Contractor at no additional coat to the Owner within 10 da of notification. For all replacement plantmaterial, the wart tyy period ehdl be extended an addltland 45 day. beyond the original warranty period. Warranty M ull and mid is plant material which M damaged or die, as a ,mutt of "acts of God' limited to hag, freeze, lightening. autormablle damage, and winds e.ceedh, 75 mph as defined by the Miami Hurricane Center. All tree, that lean a blown over, caused by winds les. than 75 mph, w01 be re-sel and braced by the Contractor at no additional cwt to the Omer. 24. Type 'D' curbing and wheel slope aril be provided In the V.U.A. Refer to paring and drainage det.1 sheet for deta0 of type 'D' curb and heal stop. 25. Thew.eeful bidder shall tuml h to the Owner a unit price breakdown for all materials. ThCame, er e Ownmay, at It. discretion, add ' delete from the mpterbl. ,tithing the unR price breakdown submitted. 26. No plant material will be accepted showing evidence of cable, chain mark., equipment scan, or oth-I.. damaged. 27. Plant material will not be accepted when the bat of earth w,wndhg Rs roote has been cracked, broken a oitinerate. damaged. 28. Root -prune all tree, a minimum of (e) weeks pita to planting. 29. Tragi grates shall be poelllaned to meat in the center of treewNl and hove uniform spacing =and outside edges of coatings. Install rates where Indicated an ns flush and leveled with ounding pavement surface. gIn,tal ateel angle home, In concrete fuer and leveled dth eur log paring surface, maintain flush and Iswled at all time,. 30. All landscaped areaswill be irrigated by an underground, automatic, net -free irrigation system pN Adhq 100% coverage and 100% spray overlap. The system Moll be maintained In good sorting order and designed to minimize r ter an Impervious seed... and not oversproy walkwaya. A rob, sensor device Moll be Installed to override the Irrigation cycle of the system wean adequate rainfall has occurred. 31. Hedge material Mall be planted equal to the height of all dumpab-, tranafa n.re. machanicd equipment and other ground fres-standing utility squlpment or endosurw. 3z All plant materia Plantedwithin the eight distance triangle ores. (am plan) Mall p,.Nda unobstructed crass-NaWlllty at a horlsantal level between 30 Inch.. and 8 feet above adjacent .treat grade. 33. No can WY tree, shot be planted within 15 feel of a light pale, No palm species .hall be planted within 6 Isol of a light pale. 34. Ground cover planting. shall protide not le.. than 75 percent coverage Immediately upon planting and 100 percent coverage within 3 months after planting. 35. Tree protection barricade. Mall be provided around e.urting tree, Not may be impacted by the proposed const uctlom. Prior to any canItruction a tree protection barricade Inepactlon Mall branby the landscape architect, oaner ' g. -Ing municipality. Refer to landscape detail for tree preservation borricade fencing. 36. Tree remowl/rel«atian permit. .at be obtained fa e..tinq tree. to be rel«.ted. 37. In dea l padtrlan arson. all trees and palm, shall be intained to allow for clear passage atm in. foot Gear Wnk. W. Worthies Mom on Ne plant list take p-a4sm- over any discrepancies bate- Ne plan. and plant list. 39. Propo.ed bene, Mall not .seed a 3:1 slope. w. All plant, o a to be op dressed with a minimum 3' layer of Mdelwco mulch, Eucalypt.. mult r ch a equal. 18' beyond planting.. 41, All wtomatic dnkler a Landscape e to be ro,ided wit twhich .ill ,oNde 100% wverog, aid 50% owd,p. All trrigotlon fittings and head connectiem on. will be purple pipe. Soh 40 PVC. 42. Trees in Lawn area are to rweiw a 24" diameter mulched saucer at to base of the trunk. 43. Rain ammo, n, red and Mall be no owr n walkwa a sid,.Wk,. rmu sura, o am n sae Contractor must obtain landscape, Irrigatlm and tree removal permit, 45. Tree. shall be planted 4* from all underground utility Imes . Written approved will be obtained frau all utility .-Paris. fa the proposed tree In the land ... pe easements prior to building permit and approval from the Tom of Gulhtream. 46. Landscaping to be dear 7'-6' of front and aide. and 4• beting all fire hydrants, type JUN 5 2o2o %sun Of Gulf Stream, FL sunsnrne sici( ONE CALL f florid. 8'i Know what's below. Call before y U) Z O ILLW w U� U Z ~ LL 'U) V Q W V J O 'v1) W x W �o a DU U) 0 C) J Z W IO Q JN J IUAS VLAHOS /6666677 LC /26000319 REV. NO. 1 DATE JOB NO: DRAWN BY: UV DATE: 05.22.20 SCALE: NO SCALE SHEET N0. LP -3 11 ■ ,i;T-;-, i ji- r 11 11 DEAN IRRIGATION NOTES: NOTES Aubn rbc ImprbOn System Web, Damen Zone 1' nosier mater, 2530 GPM 4550 pier wl RP2 bacMbw prevenla/ vecwm Oreeker, err0 ET massper Ingloun maMWrs aenarg davice GENERAL systan tied ba Instalktl rn acoodenm won la®I codes. Conlntl drw,ings and Comracf epetllk nkIns Inipelion design based on Majestic Views, dined 05.22.20, ConhaMr shall refer bine andacaps plan In coordinate soda lorabon an pipe nting with new and e.dM end.-PIng. The purpose of thb ImgMon plan a b snow anmder batbna /or nova IoatlOn a for clew len6 pdq. The ContreGor consiledN hie etre of are Aeons, the bcatlon and etre m pip,g, and the arse of.kkdng valvas ahall zona system In are Said Contreotor shad adjust.,Anker locations b users proper —.go In -- areas between raiw and arLabip landsnpin Irrigation coneecor b provide 100 %coverega wM a 50% overlap Aral as bull drawings. ImgaMn plane In, bid, permd purymes, an Mad not M u lbod as a mnsirordon d nnarnn_ Imgalion —.-r aid pn'id. shop drawing. and pradua epetlficadona (cul steals) and instalkibn docomams, b the IJndaope ArMBed for review, comment and approvals. A licen.ed mnbega winoinefads or perfanre work on an aubms6c Iarldsrape Wpmon system moat ,nmol system per msnufacturas specifications a o fast for are correct operation of east Inhibiting or Inset. pdng device a swh& on Ire system- If A cn donees As not installed, a ere not funcb,ning properly. Ore contractor mu.t Install sins, devices or rape, are Adsdrg ones and Iruura tlret sect 1s operating plopedy before rmnpklhg inter work on are system. All contractors performing work on imgaeon systems when the fawn Melt M li ansod or regum ad ober F.S. M. 489, and Mad hold a munlap IyA aced Is— or bu.1— fain oamfio ss, Met pe -ft work on irrigation, syakme. PIPING Pipe Atoll W Instated In accordance with 1=1 cotlea end pipe menufa es nmm,nardanoric. Piga coded una pavement ad patio stall be sleeved in SCH 40 PVC. Canbecbr Ahad a edatlnp sleeve Main doe non be .Maduad m vac. Ad pipes Mall be type 1120 PVC. later& sized 1' ab Ager arab be SDR 26, Cka 180. Lelerek c'vad j' Mell be SDR 21, Claes M. Frye shall te instata bda ae ed actdapam mne ailned at 18' In, the mein one all all lateral Rueemmn d under pave, eat 7 for Al ober laterek. Beddid enact be of afaea rnaenel Sae oI rocks atones, or otlla debris Mat would daman. klgMm systema wmpon.nis SPRINIQERS Spdnlda brabon , Anal be adlumd far wird, aneceping enol m ding —no proper coverage wile minimal undestreble ovedanw. In order b prevent oveMnw, low trajectory heaft or low Ydaa wear dklroArg devises MAI W used when Irritating conMad arms. No mom than fan peroent of epmy radius Mall Da ehrwad omo Impemoua area. Spletlda Mads imgabtg lawns a other high water requirement landscape area atoll be urraMd an fret May ere on e aepamb actor horn those ing.*V bees, Mrubbery or other re lsbAl weer regWmmerd arms. Pop-up moon Ranbid STrX'PRS ..rim w/ adlu,ada n.zzMs or epulvaem, 25 J0' radius. Pop-up rNstres RainUM 180(FSAM.P45 aria w/ R-13.18 rct males or equlvstanL 12'-24' mdius. Shmb type mlstMeds said ba rallied a unison height of 8' above pkm nn ertel and shell be crated In be conaeed horn veno and ince al from traffic. Raebktl XPCN ren PCN codec norrte, 25' & 4' 1/4, 12 a NI stray On XerHp 45' pop-up or SCH 80 rimr as required. Ralbbird Xed SWNem area be Inseded on SCH 80 risers to the lose Might fa M. most eaecbva bgstbn of Me pems b ba waeratl. BubNM am nequ'vad fw bees an peMa. All SCH 80 PVC teen afmll M pained green to band In wdh liken matedel. All apingen lomtad nt adjaceb pevamam, walkways, p ill., An, shad be nwalad hon, Iia edge b minimva ill chance .fdamage b veNo.. PAJAAFAro en lawn melnteana pannrmal. Popup Mad, Alli] ba In,tessd In 6' and shrub type Made ahell be In.lelkd In 1S'. AdpaMsnt eataes of spnngan ep,,ff d Mall W uWrsad a, I— proper coverage while nanimzirfp avaMmw. VALVES RaInWm 100 -PGA 1' AS. electric valva w/ p—. reguleto, or A uNelant, w,n tinier and ran sansor de ­ WATER SOURCE moor r ter mater, 2530 GPM ® 45-50 psi w/ becMbw prawntor/ vecoum brasier, and ET manager ingrourA moisture sassing devise and pressure regulator As required and approved by Cay of Daley Beall. All mnnacion, ane inAsIbAxn m badM- Mad be made by a Ilcsnsed x ­ W, CONTROL SYSTEM pi i ESP -MC ares cut ft adtlm, m I., sill be wear well mourn a eq.wA rrt w/ RabNd ET -Manager In ,. Verily location on aila Rainfall or rnonArre Me syster, hying pends of irribmad stall. EvapoosnspvManba,ed (ET) oil bvllenMail! emmoornInAded M opt Aal on any aubadc a,dsape Irrigation sysam will be recalled per nenulecaaem Anadf-fin All el-Alawl comeelbss b be rad. by. h—aAd Aamidan. FLOW PIPE DIAMETER (INCH) 03 }• 0.16 11-26 2740 }' 4050 2' A Anna c undo gmund imgabon wM Ra,ltird ET-M,napar in gmurd Toil moisture ansa Mall M designed and iraaned In compikxa wdn Me S FbWa B4O6ng Code and chy code mquasmeMs. The syAsvn s 1I pnb de a mn'unum cwerepe of 100%w8h 50%ovArAp. IRRIGATION LEGEND: O Ralnbird 100 -PGA, 1" electric valve or squivalem. Reinbird ESP -MC series ET controller exterior w/ Rainbird ET -Manager In as ground soil mcleture sensor shutoff devlce ac required. Locate on she. Slmves, SCH 40. Q Relnblyd 1804SAM-PRS 4" pop-up , w/ appropriate R-13.24 rotary serles nozzle, 13-24' radius and appmprlate MPR 8.15 s srfes spray series nozzle low trajectory or equl Ralnbild XPCN- Xen PCN sones nozzle, 2.5' & 4' 1/4, 1/2 or full spray on Xen-pop 4.8- pop-ul: • or SCH 80 riser as required. Ralnblyd Xed Bubblers, install 1.4 per size of bell of Vee or palm R required, ' wrlfy agar tress and palma have been Installed. Bubblers are not Indicated on plan u 1111aln water line, 11/Y schedule 40 pvc. Indicates Zcnel GPM. +" wafer mater, 25.50 GPM @ 4550 Loi w/ Wefts 800 RPZ backflow preventod wwmn b and ET manager Ingmund moisture sensing device and pressure regulator as required and approved by City of Delray Beach. as v. 4'� 12'MAW LBNE -- �r I ID �[�[l II 30'a'REOUIREO FRONT SEfBACI( — - a I 'L Ir � e i OFFICE a X S I FROM I J 24 C. I � I I 2.5 jf GE will NORmI ARROW CONTROLLER OLD SCHOOL ROAD _._ - - __.-_ _.------- 30.00' RIGHT OF WAY ----- - --- -- -- -- _ - ]li:G 2STORYWE oy ' C SCALE (1 IN = 10 FT) • I" WATERNfHTBIi 1 W/RPZ BACKFIAW—�, _�L'� _ - nn �� -� -LLI _BASIN.L.=_ � � �, WATER w- rs m as v. 4'� 12'MAW LBNE -- �r I ID �[�[l II 30'a'REOUIREO FRONT SEfBACI( — - a I 'L Ir � e i OFFICE a X S I FROM I J 24 C. I � I I 2.5 jf GE will 1� ■ i P I I [LLupi] J - ■ . . . . . . . . . . . . . . . . . . . . . . PLATIEO BULKHEAD LINE 0_ L__—__—._—__----__-----_—__—__—__—__ +FH I I V VALVE noAov A—A vAvaas. 3 ,r.,• � 27 LAF .1 I,. r ...R.—E_DOCK '-.-.-.-.-.—J......... Ised I SITE IRRIGATION PLAN J LL L<J QZ Um < Z� O V /O I— WX Ir.Jn_ O IN1N. v' O I..1. W W J to V / C LOUIS IUAS VLAHOS LANDSCAPE ARCHITE' ■ REV. NO. I DATE ■ JOB N0: DRAWN By: LIV DATE: 05.22.20 SCALE: 1" = 10' SHEET N0. IR -1 CONTROLLER ' 2STORYWE r ' O FOYER I� r---� --I f-1-- i LOT 9 TLOCK 3 i 1 {q�a` m01 B MASTER BATH I'. I r- - -----, _ K CHET® I LID U - - r ew awxewr+ err Fence v�a aARareRA*vera By o*HFas r HIS HERS C 1<ROOdI--�? 311NIN0-, - ' � - I I r J1]ONAVD - r IL _______J r -- _ —._J L___---- ' vAVFx9 srAopEam PAirela. -' - I ii Nary eaw.pr sum eAse. - - L r -----I voDT--- MASTER BEDROOM ._ _ ., _- PLAY ROOM I HOWER z L-----� $� z o - - � = I g I Wal le eo3 r r I I_ yad pLlaRA*n�e w a n .-i nib 1� ■ i P I I [LLupi] J - ■ . . . . . . . . . . . . . . . . . . . . . . PLATIEO BULKHEAD LINE 0_ L__—__—._—__----__-----_—__—__—__—__ +FH I I V VALVE noAov A—A vAvaas. 3 ,r.,• � 27 LAF .1 I,. r ...R.—E_DOCK '-.-.-.-.-.—J......... Ised I SITE IRRIGATION PLAN J LL L<J QZ Um < Z� O V /O I— WX Ir.Jn_ O IN1N. v' O I..1. W W J to V / C LOUIS IUAS VLAHOS LANDSCAPE ARCHITE' ■ REV. NO. I DATE ■ JOB N0: DRAWN By: LIV DATE: 05.22.20 SCALE: 1" = 10' SHEET N0. IR -1 LANDSCAPE LIGHTING LEGEND: • (6) Inground 3' Spotlight, 12V, WAC 5032-30BBR, 3000K Pure White. Bronze on Brass. - (15) Accent Light, 12V, WAC 5011-30BBR, 3000K Pure White. Bronze on Brass. (8) Quad Path Light, WAC 6651-30BZ, 3000K Pure White. Bronze on Aluminum. See specification sheets for ordering that accompany the Landscape I Ilumination Plan. All lighting fixtures to be mounted on Rocketpenna-post when plantings are less than 12' height. Paint dark green or black. All fixtures within 5 R of pod edge must be mounted w/ a GFI shutoff device. Comparable other fixtures will be acceptable w/ prior approval by owner/Landscape Architect. Ucensed Electrician to {rovlde all wring and mnnectlons. {` WAC -ACCENT LIGHT SCALE NTS 4 G 6. WAC-INGROUND SPOT LIGHT SCALE N.TS WAC -QUAD PATH LIGHT SCALE N.T.S. 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Q) BU) ii Q) U U Cl O Q) O_ � L U a U) 0) Y rL M >, c� m LL C=D N LU S 0 0 o N M Q O O LL m > O 0. a- c c O E 0. O m � o �o N C O O v E - O 0. Q) BU) GENERAL REQUIREMENTS ABBREVIATIONS CODE REVIEW SHEET GENERAL REQUIREMENTS ABV Abose HWD. Hader Si Shell, SheNbg PROhCT DATA AG ACQUIT HDR Header SIM simta A0.1 Table Of Contents 1 Owner I Client Respansbtipes RNerencea trade throughput(hese ACOUST Amushcal HTG klemnp SKI. SFy1gM ELEVATIONS FINISHED FLOOR .0'-0' (-7 40 NG V D) General In p h'dirgstes to resipmebulft wifenimsintthedeelopmentandmmtrutlbnoftli project. Owner ADHtandards al Me to be f,15ked by labs, A LAdditional HVAC Heading Adharm ArContlNomngVenOkaonB SL ELEVATIONS ELEV TIONS ARE PER NATIONAL GEODETIC VERTICAL DATUM OF 1929 A0.2 .Survey shall be respmsbk fa adhttmce b Nose rem p ownts by the Owner ADJ. Adjustable HT. Hallam SF'. Square Feet Balder.Dm.bper. General Contract.. Subcontratas and .her AFF - Above Finish Floor HC. Hollow Cae SID'. Sbder(ing) ADDRESS 554 PALM WAY A0.3 Photographs profresimm co ftwts not rmaned by the Designer AGO Aggregate HO R Hormontal SPEC Specfircatwn GULF STREAM, FLORIDA. 334817362 AHJ Authoily Having HB Hore Bb SQ SWws A0.4 Perspectives & Renderings 2. Builder'sSm. The scope of the set of plans a In prouder a -builders set Jasdcarm STD: Standard LEGAL DESCRIPTION POLO COVE 5 50 FPIB5 LT T OF LT 21 8 GULFSTREAM COVE PB2418 W 41 FT dmnstmctiondocuments wdgenealnotes herNnefterrmenedto0, AIC ArCondnwnbng IN Inch STV Stove OFIT2 BOTH OF THE PUBLIC RECORDS OF PALM BEACH COUNTY FLORIDA A1.0 Existing Site Plan 'Fla. After lama) rrwtew end app -I by a lbensud erg -and l a ALT'. Ateraw, INCL'. Include STI. Steel mchkecttha sat dpMnsasuUnbem to obtain abuidm9 petmt, hovrevar all ALUM ANnismm ID Imale Dwnkr STR: Structural CONTROL NUMBER 20-4.446413-02-000-0211 ma,erieb and methods of consVupbn necessary to complete the project ae ANC. Anda. Anchorrye INS. Irnsub,e SA-. Supply Ar A1.1 Site Plan & Landscape Plan not nenssarny described The plans delmeate end desaibe'my bca0ons AS Anchor Bow INT- Imam SC'. Sotitl Cae ZONING RSL GULF STREAM CORE dbmensnnshyps';cI reatenak and general met„ods of assemhlmg a ANDD. Amdnn] INV Imet Sw Sots Wetl A1.2 Enlarged Site Plan fastening Tine irrykmentalrm of these plans requce en OwnerI Cialmela AP% Appmdmme S5' Stainless Steel FLOOD DATA FLOOD ZONE AE BASE FLOOD ELEVATION 6 FT manzos ly knowledgeable ath the applicable bdldmg codes and methods of APT Apartment JNT. Joint SYSSystem A 1.3 Roof Plan construction spabc to this product type and type d mnsmuchan AH. Amhwed(acletacturnsi JST Jos] USE GROUP R-3, RESIDENTIAL SINGLE FAMILY ASPRC H. Asphalt TEL Telephone Note. Cmtrador to provide supreme, to Archdad m regards b all AUTO Automate K'. Kp (1000 pounds) TEMP'. Tempered CONSTRUCTION TYPE IIIS A1.4 Site Details spe Motors EahsubmtlalshegbetansrnUedtothe Archded AVE Avenue KSI' 1000Pountsl Stiff TK'. Tight Knot sepaelehy, and so -n sm" by a reinstall sheet Arch teat to respond AVR Aserege KD'. Kiln Uied TBG. Tongue and Groove ENERGY ZONE 1A wtm 2weeks. CopykithtedortIRFlsandcommumpaparnswth AWN. Awning IT Kitchen TIG: Top of A2.OA Existing First Floor Plan Aulhabes, Consultants antl Engineers fa MProvel TOC. TW of Canaele COMPLIANCE BSMI Basement US Pound TOn ill wall A2.0B Existing Second Floor Plan 3. Bdldng Mabtenence Owns shall roullnely and properly maintain BM Belem LAM Lemnae(d) TB Towel Ba PLANS ARE COM PLIANT WTH 2017 FLORIDA BUILDING CODE AND APPLICABLE MUNICIPAL CODE .noosed rtla ersdo used n the completed protect BVL Beveled LAV. Level T. Trend AMENDMENTS A2.1 Demolition Plan SITUM. Bituminous LH'. Leff Hand TS'. Tappet 4. Cp has All imstrudici shah coney wed fhe most sat gel t aq ren is BLK' Bbd L. Length TYP' Typlcm SCOPE OF WORK ofall current applicable ctyy county state and federal tews. les. odes. BLKG Blacking LOA Length Oserell A2.2 First Floor Plan oAmences and reg kA If the General Co^bana or any SW tracts al Bebe LT: Lghl UL Underwriters Laboratory The binding scope of wad mcbdes addtpn of two becomes on the south esPat o m the pracpal resnen. palams any wale'. conte. with the eb-, oremaned laws. rates. codes. BLVD. Bmevartl LF'. LinaN Feet UHF: Unfmshed ryproor may 10' 0 r11 each. designed N match ersabg mafttmls and style The south entero wall requres A2.3 Second Floor Plan adabeaes antl regumlrons than the conbectan n sedation shall bear all BTW: Between U. L. Load UNO. Unless Noted Othannse demdt;on of two second floor windows wall enfaawasat end refnshing A pair of den with sideliss ere a be costs d repair anal out of the nm�olammg work I, BD Board LVL'. Lannead Veneer Lumber midelled m each new balcony A2.4 Electrical l Ceiling Plan BOT Boron LVR L.- VB. Vapor Banner 5 Permits The general buildigperm and penchedshelf be secured entl BLDG Building VAR-Vanah The npnhfacade rsbesMspolla ormedwishnewnewwallhmshasandtrina ale replamillofnonMh A3.1 North &South Elevations pad f. by Owlwr All ft. permts shay be, and paid f. by the BUR But Up Rod'sg MIL. NO (0.001 Inch) VIF. Verty In Fail balcony oll remold d some shutters. new ants. igniting and feplemmenf Sabconnador directly responsible BIO By Others MFR-Manufbcloer VRN-Veneer BO.. Bbtlan Ott Base Or MO. Mesa Opening VERT Vertical The against, scope iakdes connecting the mild hedgerows asevsual buffer. enclosing the ^stn parking ped want A3.2 East & West Elevations 6.1 a earles, The Gen" Canada and es ey Submntrectar performrp BR. &tlroom MAX'. Mamnum VG Vertical Gmn a gated fence and privacy weu std a new page n the rat„west pan d the site work or provdrg servicre able contents to the work are required to MAS. MwswY NN Vinyl Sheel A4.1 Door Types and Schedules purchaseark martian in lbcce `All Risk Builders lnsaance Aria a CAB Cabbct MECH Mechsec(a) yPe cammociamant d ft work will ahinablbg labor, set and maerels CALL Calculanm MC Medndnecabma W� wall LEGEND PLAN LEGEND EachAilRisk- policy shall be inan -.msu�-lent to cover the CD-CabnrelDoa MED.Medlum WC Water A4.2 Details replacement verb, of the work berg pedmmed ala the labor serines CG'. Cerro Gua! MDF Medium Densly WH. Water Heater and maerahbeng suppled by the General Contractor Subcontractors. DIP Cast -In Place Fberbaad WP. Wffiapopfirg A5.1 Structural Analysis & Notes Designer andwprdessarelCarsupants CIL. Camerme MDO. Medium Densly Overlay WR Weel Resistant G ni{ CEMENT NGARD PROPOSED WALL GO Clean Om MBRMerrillMass WRB'Weather ldedWyeFabric r IIIInIIIIIIIIS A5.2 Framing & Foundation Plans 7lralnnct pwoerl Clwarl or Mowing Getteml CdIm brendevery CONTContentedWASMMretar Beth WWF Welled Wre Fabric CONCRETE SECTION _ DEMOLISH woO toRreda perform a wan a loading services and 1. malenels M the COORD Compactor Mh10 M bld Will a Welded W're Mesh SEE NOTES waX,o purchase and rrebnmin General LabiMly lnsurdnce COORD Cal MITI. McIN WI. west A5.3 Structural Elevations &Sections CRPT.st- MIN MINMinimum WIN. Willow EARTH 6 Nerved Pmduc6TMr roaraecturs,s no guaamee fa products CIP Casllece MIR Minor WIO Without EXISTING TO REMOIN A5.4 Structural Details alerrtRed bytratle narnamanufacwaa. CLKCaking MIR. Myra Wl: With PLYWOOD CAS'. Casernnt MISC. Macepane- IND Wood SHEATHING ROOFIBUILOING A5.5 Structural Details 9.Soppe The General Contractorantl Subcoar- shell harms, ell tab. CB: Catch Basin MOD Module OVERHEAD equilment and mdenal Mncwted on the plans and ressmabli dared a CLG Cearg MLD' Moulding % Open b TILE SECTION featured by the applicable codes CT' Ceramic The MILE. Mw Laminate Beam PROPERTY LINE CIR Cite F�'�j WOOD FIN 10. Suterandon. Substduhms d specdb rrati mis. produces listed on the Cl Cka NOM. Named FLOORING SECTION specdcetron sheat shell no,ba mile witlwm wrten auth-won by Owns COL'CoNrm N -.Noll P1' PARTITION TYPE The GeneralContractor end any S eport-or shall not make he structural j CONC. Compal NIC Not an Contract SPRAY FOAM sbbsebutars or chmgeswthouf ora written authoz from the Ithrou l CMU: Goa. Masonry Und NTS. Not To Scale TLL--fes INSULATION engineer CONST. Construction NO w Number �W1� WNDOWTYPE COM' Cmthuous 11. Charges. Any wdbon. deletion. or change in the sage of the wok CJT Condi Joint 0. Non -Operable Window desabed by" plains step be by wrAlen change order only Any approvCo-galal CORRCo-galSectbn D` 36 I DOOR TYPE from Me buiding aRraal for a change in the work shell be the rreponsbky of CP Cobb Fa. OBS- Obscure the General Cmtrector CY CubrcYwtl OC On Canter OP. Opaque At,1 ELEVATION 12 Intent The General Contractor, shall ansure thin If tuba. mmaiah. DL. Dead Load OPG: Opening equpment arta bansportraw shall be included is the wank for complete DP' Dampproof ng ORD: O!'maas ina wocutbn d the props. The Desgne,.1 cot be faspmsbe lor lot means CIL Dnm OSB CranialStrand Board eodmethodsofbmsb'udbn DIA:DIwnbeler OD sndeDlemess At SECTION DIM D'menalun OFCI Owea Famished 13 Revbew of Criminal Dial The General Cont and all Subcontractors DW Dis„wesho Contra da Instill shetl nevbew the lull comenl al the plant for d-epancies anal omasbm prior DIV. D-rn OFOI Owner F -fished L b commencement o1 work The Carolbwal Caroantlm .1I Suboe. DR Door Owner Installed sheubarespomul[a anywak Win -famencewtn thaplans a m DH Double Hung OM Overhead View) LOCATION MAP candid with any Pope DS. Downspout ORWR-. Drawn PMT Pmnlled) 14 Use of the Drawings. Drmensna s mke precedence over styled DT. Drain Tlk PBD Particle Board the ep msDetaband aallhis on the sheatsaresnly nlspear DING Drawing PRT:pat4ron 20-01 LORENZETTI FL bcmbns antl we mlende l b slaw, general requirements throughout. Dr a , I D Neal See PVW Pasement _ b noted lye' a cal oral et ils frown we Iremedd to forty unless rtotetl PERF PMPrmeltl) the ,,at Then chneep! al details shown ere imeoded iter lather illustrate EW Each Way "AS Plazter . the vrsua design coaepl and the minimum retarbmentled weathtt E East PIAM Plast¢ Lamnnme protection for this protect Budding code mod ernems. amudael EL Elevmon PLT Plate crosdae as trade assarmnn rmnuels and pubtetion, and protlud ELEV. Etevm m PLYWO. Pywood 0 mmutataefs wmtten mstrudrons shell also be considered in order to E0. Equal PCC' Recast Concrete complete the construction of the details and n some Maes may sspercede EOP. Equpment PCF Pounds I Cube Fact the details E%CV. nhoust le P Pounds I Linea Fool �} I� % H L I V I VV A�l� EXH. Eshaus, PSF Pounds lSquare Fan -- 15 Appra+ed Dressings The General Contractor shall be respmsble lor E%IST Erstng PSI Pouodsl Square Inch cmfdnrawg Ube work batty the ddfaent Sabwnnatas and requimg ml EXT Estero PBF Refehno iI Submm.l to use the -1 cment building depatment Mo.- set of PRF'. Reformed plans FOC IFace of = of Concrete PCPreseaeTnemed GULF STREAM FL 33483 FOF Fae NFnish PL Property tine I 16 Cutting end Patching All Submnhndors shell Oo,beir own catling FOM Face d Masonry PH Toilet Pryor Heng. ' Hill. etc betake the severer pans cane togah. Property arW fit FOS'. Face d Stals ISI a'. b work pf other Ic d FOW Face d Well QTY. Quenry FV Face of Venn OT Coal 17 Caen up All trades small at all times keep the premises has from Id Fbttbmsd lm in� bn waste mmerah a rubbish ceased by thele wale FCB Fber Cement Board RAD Red., se,_' SF - Succo c alas shetl remwe all rubbish tools sca8oltlnrg and surplus FGL Fbergmss REF RNerence maternal and have thetob m abroom-clean corndNm Allflutes FIN Finch RFL Refcbed).(,a),Ia) 7J '.nan`F-'e 554 PJ �: Way equomern glazing fbas etc shdlbe left dean and ready fa occupancy FI Finished Floor Elwomr, REFR. Ref upon compkmn N me project FA FreAlam REG- Register FE File EXmgusher 18 Staeged Maenels The Genera Contraca and Subcontractors shetl 1 FPL Fireplace RE. Renfaced ae rasponsbk fa slonng the mataals on the sfle amrtlirg to mmerial FISH Flail REOD Required r. suppkers' or rrenmill,ne snstructions The mmenas shell be kept secure FLR FbaRA Ream Ar we fran moa- pests and vanda als Any loss ang put of FOR Faaaical REV.Rem- maenb stored a the see shat be the responstitity of the Genal FT Fact Fret R R;ser Contrata a Stbcontrato who stored the dwelled a lost matenah i FTG Fooling RD Rod FSO. Formal I Rod and Shell lir FILM Fran.I Fretting RFG Roofing C; If s.:ut FBO Fulshthtt etl by Os RM Room EEF ��wae FUR Fumed RO Rough Opening - !9 GA Gage. Gauge SEP Septic Tann 11111111 GAL Gak SCH. Schedule GL Glass Gezubg S Screen _ �� �p /d ay GI Gre muedIron SECT Section 2020 11 GLBK Gloss Blod SID Sliding Glass Coal,U GLS Gus Lambnmed Beam SHTH Sheathing T GT Grout SHT Sheel ! ow GRD Grace Credits'I, n of GulfQ FL ill GWE Gypsum Wall Board tie am, I i � • ! ht,. is n ­pynghled ift-nig e..I At.tgn nnJ shnll mil M u•<�,I b. pr:WucrJ.n ,s.rJ xnthoul xnit lcn permb..u,n lnim Inc r. hi,u,,,, herr • �rnr rt,ao-xpnn i> In rnrev.erJ� :gl rhrtx,........ ,nJ rrpbirt nu „sand/rn nunspn. m rhe error hit«vaeagn.. pod... n. irtk. • I h,,c d- r. m,l n b, -IM mei rr n,r rrm.rna my I 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 1° 9 8 7 6 5 4 3 2 1 6112020 Landscape l Dna framing 8 watelprf details Architecture Experience Inc. 133 NE 2nd Ave. 414121 Miami FL 3,3132 786589.0294 I nto@archso.com Arc, fi fact of Record Matthew Oshoweld AR,Oa135 SCOTT YETMAN D E S I G N 180 Peel, Sun. 400, Momraal (Quebec) Canodo H3C 2G7 T.516931-33 89 F.51 A-931-2105 ...,. enyenmpn <om LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Table of Contents Mo 6.,,2°2° A0.1 AS indicated EXISTING SEAWALL 01 EXISTING SITE PLAN 1.0 SCALE 3132' =1'-0' LEGEND SITE AREA CALCULATIONS (SUFT.) 9826 TOTAL 38160 LANDSCAPE 21169 RFSIDENCE FOOTPPoNT 6773 CABANA 400 HARDSCAPE: 6181 _ DRIVEWAY 3032 POOL 732 PATIO 3662 WALKWAYS 4156 CONC. UTILITY PADS 256 E10ST.SITEWALL 18 SITE DATA TABLE 9826 GROSS LOT AREA 38160 EFFECTIVE LOT AREA 36130 FAR CALCULATIONS EXISTING IST FLOOR LIVING 4714 CEILINGS> 15' (DOUBLE) 1 I 2ND FLOOR LIVING3238 55.46% IST FLOOR COVERED (PORCHES, OVERHANGS > 21121 634 AWNINGS >3'AND SCREEN ENCLOSURES @ 50% _ GARAGE 904 GROSSFLOOR AREA 9390 OUT BUILDINGS 400 TOTAL ALLOWABLE FAR 9826 PER MANUAL TAG TOTAL HARDSCAPE AREA 8194 REQUIRED LANDSCAPE T 14452 AREA (LOT SIZE X 40%) DL ACTUAL @ LANDSCAPED 21163, OPEN SPACE AREA 55.46% F— PLANT SCHEDULE TAG "T SCIENTIFIC NAME COMMON NAME NOTES EXISTING CG 66 LLUSM GI7TTIFERA SMALLLEAF CLUSU NON NATIVE SHRUB SHRUB JUN 5 2020 TOwn of Gulf Sfream, FL • This is a 9opy^9htd d—mg and dnign and eb U nm be used ¢pmdncd, mn sdwithout—i— pemissiw from the uchit deas— •The coelmctm is m 6.kl—* dl d.—i— -d rtpon sU ®d/m omissions a the a WwWdnipv Trim cing any W -L • Then drawings art not to be scald, [hey oR fm rtfcreva use amy Note _� P Cetau Number B 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Nc Dcte De_c"Pt.— Architecture Experience Inc. 133 NE 2nd Ave, #74/2 I Mmmi, FL 33132 786589-0294 I inf,@omhzo.com Amhit-t of Remld: Mathew Ostrmnki AR100035 SCOTT YETMAN D E 5 1 G N 180 Pad, 501400, Mamnal (Ouab•c) Corrado 13C 2G7 T.514,9313389 F.514931.2105 vww. onyeM1non.eom LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 334W # 20-01 Existing Site Plan R.O. 5n712020 A1.0 AS INDICATED !AEE SCHEDULE j TAG Y SCIENTIFIC NAME COMMON NAME NOTES 1 EXSTING DL 2 DYPSk9 LUTESCENS AREG4 PALM MULTI NON NATIVE CN 16 COCOS NUCIFERA MAYAUN GREEN COCONUT PNM NON NATIVE PE 2 1 PYTCHOSPERM4 ALE%ANDER PALM I ELEGANS NON NATIVE CU 2 COCOLO6A UVIFERA BEAGRAPE NATIVE MG 1 MAGNOLIA GRNOIFLORA 11 LITTLE GEM MAGNOLIA NATIVE OV 7 WERCUS WRGINIAN4 LIVE OAK NATIVE F— PLANT SCHEDULE TAG "T SCIENTIFIC NAME COMMON NAME NOTES EXISTING CG 66 LLUSM GI7TTIFERA SMALLLEAF CLUSU NON NATIVE SHRUB SHRUB JUN 5 2020 TOwn of Gulf Sfream, FL • This is a 9opy^9htd d—mg and dnign and eb U nm be used ¢pmdncd, mn sdwithout—i— pemissiw from the uchit deas— •The coelmctm is m 6.kl—* dl d.—i— -d rtpon sU ®d/m omissions a the a WwWdnipv Trim cing any W -L • Then drawings art not to be scald, [hey oR fm rtfcreva use amy Note _� P Cetau Number B 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Nc Dcte De_c"Pt.— Architecture Experience Inc. 133 NE 2nd Ave, #74/2 I Mmmi, FL 33132 786589-0294 I inf,@omhzo.com Amhit-t of Remld: Mathew Ostrmnki AR100035 SCOTT YETMAN D E 5 1 G N 180 Pad, 501400, Mamnal (Ouab•c) Corrado 13C 2G7 T.514,9313389 F.514931.2105 vww. onyeM1non.eom LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 334W # 20-01 Existing Site Plan R.O. 5n712020 A1.0 AS INDICATED PALM WAY I I - EXIST. CONC. PAVER PATIO EXISTING SEAWALL - 01 SITE & LANDSCAPE PLAN 1.1 SCALE: 3M'= V -O' CN CN PROPOSED BALCONIES -- 221 SF —EXIST. PLANTER W/SHRUB,TYP - FIRST FLOOR CONDITIONED GROSS LOT AREA TOTAL EXIST. LANDSCAPE 4718 SF RESIDENCE FOOTPRINT BALCONIES � � 1 - CNW/4' HARDSCAPE: 62 SF HIGH PODOCARPUSHEDGE 3D32 POOL o4 PATIO BOTH SIDESXIST. WALKWAYS 4156 CONC. UTILITY PADS EXISTING 2 -STORY RESIDENCE EXIST. SITEWALL 18 (7.40LRN,G.V.D.) 233 NEW PRIVACY WALL rE%IS. FIN. SECOND FLOOR EXIST. F a .. 221 CONDITIONED 2489 SF I I - EXIST. CONC. PAVER PATIO EXISTING SEAWALL - 01 SITE & LANDSCAPE PLAN 1.1 SCALE: 3M'= V -O' CN CN PROPOSED BALCONIES -- 221 SF —EXIST. PLANTER W/SHRUB,TYP - FIRST FLOOR CONDITIONED GROSS LOT AREA TOTAL -EXIST. A/C 8 PE LANDSCAPE 4718 SF RESIDENCE FOOTPRINT EXIST. DIHNNLINK FENCE � � 1 - CNW/4' HARDSCAPE: 8186 HIGH PODOCARPUSHEDGE 3D32 POOL T32 PATIO BOTH SIDESXIST. WALKWAYS 4156 CONC. UTILITY PADS Iz— EXIST. SITEWALL 18 PROPOS ED CONSTRUCTION: 233 NEW PRIVACY WALL 12 NEW BALCONIES 221 NOTE: ALSRE FEATURES ARE EXISTING UNLESS NOTED OTHERWISE. AWNINGS > T AND SCREEN OV 7 ENCLOSURES 0 50% NATIVE GARAGE 9D4 804 GROSS FLOOR AREA 9390 9611 OUT BUILDINGS 400 4DO TOTAL FLOOR AREA SITE WALL 10011 1 ) I }If1 EXIST. CABANA II I EXIST. TOTAL ALLOWABLE FAR F (COVERED AREA) COVERED 8194 4. FOR EVERY 1 SOFT OF COVERED AREAS OVER 400 SF 7 F 39RS REOUIREDLANDSCAPE 14452 EXIST. CONC. PAVER PATIO �. I CN LESS THAN 300 SOFT. PENDING APPROVAL OF SPECIAL D(cEPrXIN IN SEC. Tan. ACTUAL @ LANDSCAPED 21163 1( 1 I 55.46% l I - CN -,� EXIST. POOL 73; SF j CIN L_. C EXIST. CONC. DOCK I --- -' -__ RECEIVED jUN 5 [U2i LEGEND SITE AREA CALCULATIONS (SO FT.) GROSS LOT AREA TOTAL .38160 LANDSCAPE 21163 RESIDENCE FOOTPRINT 6773 CABANA 400 HARDSCAPE: 8186 - - 1 DRNEWAY 3D32 POOL T32 PATIO 3852 WALKWAYS 4156 CONC. UTILITY PADS 256 EXIST. SITEWALL 18 PROPOS ED CONSTRUCTION: 233 NEW PRIVACY WALL 12 NEW BALCONIES 221 NOTE: ALSRE FEATURES ARE EXISTING UNLESS NOTED OTHERWISE. TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 38160 • Thi, is a copyttpJlted d—g end derig, end shell ed be wed, EFFECTIVE LOT AREA reproduced, w rt,imd v ithM wrttteo pereismae from the SCIENTIFIC NAME COMMON NAMEI ern�teeumi�er . / . noeo-eamr is to 9heeL/vedfy W &-..i- sod repos ell The 1ST FLOOR LMNG errors and/or orals:ion. ro he erchiteeudesignerprim to 4714 at DYP51S LUTESCENS ARECA PALM MULTI • Th-dmwmg gs arc not to be -led, Nay we fm rtf use 2ND FLOOR LIVING nnlr ��pp g�� 5r 1ST FLOOR COVERED Noes' TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 38160 EFFECTIVE LOT AREA 36130 SCIENTIFIC NAME COMMON NAMEI FAR CALCULATIONS EXISTING DEMO NEW NET 1ST FLOOR LMNG 4714 4714 CEILINGS> 15'(DOUBLE) DYP51S LUTESCENS ARECA PALM MULTI NON NATIVE 2ND FLOOR LIVING 3238 3238 1ST FLOOR COVERED PE 2 (PORCHES,OVERHANGS> 534 221 765 21 COCOLOBA UVIFERA SEAGRAPE NATIVE 2ND FLOOR COVERED 1 MAGNOLIA GRNDIFLORA LITTLE GEM MAGNOLIA AWNINGS > T AND SCREEN OV 7 ENCLOSURES 0 50% NATIVE GARAGE 9D4 804 GROSS FLOOR AREA 9390 9611 OUT BUILDINGS 400 4DO TOTAL FLOOR AREA 10011 PROPOSED FIRST 20,000 X 0.33 6600 1. EMPTY FIE=: WA 2 Covmm AREAS OVER A LowABLE FAR: 1M so.Fr. 3. COVERED AREAS WITHIN ALLOWABLE FAR -570 SOFT. OVER 20,000 X 0.20 3226 TOTAL ALLOWABLE FAR PER MANUAL 9826 TOTAL HARDSCAPE AREA 8194 4. FOR EVERY 1 SOFT OF COVERED AREAS OVER ALLOWABLE FAIL.2 SOFT. ARE OF COVERED MEAS ARE WITHIN ALLOWABLE FAR. REOUIREDLANDSCAPE 14452 AREA (LOT SREX4%) 5. THE MAXIMUM FLOOR AREA IN EXCESS OF FAR. IS LESS THAN 300 SOFT. PENDING APPROVAL OF SPECIAL D(cEPrXIN IN SEC. Tan. ACTUAL @ LANDSCAPED 21163 OPEN SPACE AREA 55.46% __ L TOTAL NUMBEROF NATIVE TREES PROVIDED __ _ _ —10—TREES ,/i Detail IlumDei 1 161112121 SHRUB LAYOUT, SITE DEMO PLAN N Jots D -'Pt�- F. -s Architecture Experience Inc. 133 NE 2nd Ave, #74121 Miami, FL 33132 786589-02841 hd0@4Rh-c- Arnhlteot of Remrd: MstMeW Ost—Id AR1000W SCOTT YETMAN D E S I G N 180 Peel, 50.100, 400, Moelreel (Q -b e) Coeede 13C2G7 7.5149313389 F5149312105 Pr<I°=t LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 Pr i._t # 20-01 Site Plan R.O. I A 1 . 1 AS INDICATED TREE DrsPosn1ON SCHEDULE TAG OTY SCIENTIFIC NAME COMMON NAMEI NOTES EXISTING DL 2 DYP51S LUTESCENS ARECA PALM MULTI NON NATIVE CN 18 COCOS NUCIFERA MAYALANGREEN COCONUr PAM NIXJ NATIVE PE 2 PYTCHOSPERMA ELEGANS AlE%ANDER PALM NON NATIVE CU 2 COCOLOBA UVIFERA SEAGRAPE NATIVE MG 1 MAGNOLIA GRNDIFLORA LITTLE GEM MAGNOLIA NATIVE OV 7 DDERCUSWRGINIANA LIVE NATIVE HEW NEW CG 1 COCOS NUCIFERA MAYALAN GREEN CocoNUr PALM NON NATIVE __ L TOTAL NUMBEROF NATIVE TREES PROVIDED __ _ _ —10—TREES ,/i Detail IlumDei 1 161112121 SHRUB LAYOUT, SITE DEMO PLAN N Jots D -'Pt�- F. -s Architecture Experience Inc. 133 NE 2nd Ave, #74121 Miami, FL 33132 786589-02841 hd0@4Rh-c- Arnhlteot of Remrd: MstMeW Ost—Id AR1000W SCOTT YETMAN D E S I G N 180 Peel, 50.100, 400, Moelreel (Q -b e) Coeede 13C2G7 7.5149313389 F5149312105 Pr<I°=t LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 Pr i._t # 20-01 Site Plan R.O. I A 1 . 1 AS INDICATED PLANT SCHEDULE iAG OTY SCIENRFIC NAAff I COMMONNAME NOTES I EXISTING CG SO CLUSIA GUTTIFERA SMALL LEAFS CLUSIA NON NATIVE SHRUB SHRU �- NEW CG 3 CLUSIA WTTIFERA SMALL LEAF CLUSIA NON NATIVE SHRUB - I SHRUB REPLANT 11, ADD 3NEW __ L TOTAL NUMBEROF NATIVE TREES PROVIDED __ _ _ —10—TREES ,/i Detail IlumDei 1 161112121 SHRUB LAYOUT, SITE DEMO PLAN N Jots D -'Pt�- F. -s Architecture Experience Inc. 133 NE 2nd Ave, #74121 Miami, FL 33132 786589-02841 hd0@4Rh-c- Arnhlteot of Remrd: MstMeW Ost—Id AR1000W SCOTT YETMAN D E S I G N 180 Peel, 50.100, 400, Moelreel (Q -b e) Coeede 13C2G7 7.5149313389 F5149312105 Pr<I°=t LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 Pr i._t # 20-01 Site Plan R.O. I A 1 . 1 AS INDICATED r— r �� aF�rwFM9aeuar _ � { ` I r aonaaletaFs lI li i a i ih?III.F POaaOx -�..- \ - anxccaml� j 1 i it I r 01 ENLARGED SITE PLAN - DEMOLITION A1.2 SCALE: 3116' = T-0' in WRNvp •-- a`woA-m- IIS 02 ENLARGED SITE PLAN - PROPOSED 1.2 SCALE:3116'=1'tl yr- j JUN 5 2020 Town of Gulf Stream . This 1. a-pyrightd dnwmg and dnigo md.h.11- be usd mpmdmed, m revised ambh wri a pem umn from the . The cmrnctor u m cb W—ify all dimmsioso and sepon ell mon..W. o aisn— to the—ha-Udesip- prior. m . i11 b— dra—P not Io be scald, rhes ere for ref use W. 'Jelail Numb,, E D-awmg N."te Det" e Irc—, 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 611/2020 SHRUB LAYOUT, SITE DEMO PLAN Nc. Date Descriptor Architecture Experience Inc. 133 NE 2nd Ave, #1412 1 Miami, FL 33132 786589-02961 "fo@arelrso.eom A.hfta t of Reodrd: Matthew 0. 10 ARIODD35 SCOTT YETMAN D E S I G N 180 PA.), S.'ee ADO, M--1 (Oueb.c) Coed. HK 2G7 TSIA9311389 F.516.931-2105 ..ww..colyvlma� eom LORENZE71 RESIDENCE 554 PALM WAY GULF STREAM, FL 33463 # 20-01 Enlarged Site Plan R.O. 61112020 _ A 1 . 2 AS INDICATED . lhis is a wpy ghtod d—W end design end "I nne be mal, mpmdwed, m mvised without wrinen penoimim from the �hitectldc , is t . The eom &,ti is m a«tJndry All aimrosiens evd aw^ eu 15a2 wend/or onussioos to the soohi—Jdcsigner M. to eeaw• on 1, These dmwinp ere not to be "ed, th" for mfio ocnu I� a _ _ � I I aaor rtw srorm NL N(NlF MFRS FASTING, 9:,25LOFE. TW. u N.o I � I I I I I I BB ng IJum Gey—mel ,ils I�i_,ti 27 $ ( — 26 is 24 1 L— — — — -- — J 23 22 21 ,raw vs ur r+sz vow ae r. 20 =a>w 19 18 17 — — 16 .I I 14 g 13 — — -- — -- — — 12 n 10 s 8 6 5 I' 3 J I I 2 No Gnte Gescr..t,or P'—S — � I I Architecture Experience Inc. 133 NE 2nd Ave, #1412 Miemi, FL 33132 7W5890294 I 1nfo@-4..tam Architect of Remrd: MelMew Gshoweld AR10D035 j SCOTT YETMAN D E 5 1 G N — � Igo Paal, Suae d00, Montreal tOuebsc) C—d, H3C 2G7 T 5 d9-µ3389 FSncoml-2105 LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 ora w — ------ ---- _ :. - - F�arFnwme I # 20-01 riL Roof Plan JUN 202 o� ROOF PLAN Town Of Gulf Stre m F -- svzo2o A1.3 SCALE: 3116'=1'$ (� AS INDICATED A1.3 1 LOGGIAII I I I I I I I l I I I I I I I I I I II I I � � I I I ® M I N } CO I I I I I I I I I I I I I I I I I I I — I I I II U I I I I I I I 1 I I I I I I I II I ! I I I I I EXISTING FLOOR PLAN .0 SCALE 1le=ro• ROOIOM ----------------------------------------- I I I I I I I I I I I � 1 I I I I I I I I I I D1®G I I ---------------------------- --------------------------- __________________________------------------- HALL BAR T /,. AREA T NTA 5 F— i I FOYER r1w .. COVERED ENTRY BREAKFAST U F ---------------------------------- Y I I I FAMILY 1 jRODAA I I I I' I I I I I I I I � I I I I I I I I I I I I I I I 1 I HALL MUGRGOM aATH� m m 1 CLOSET I Lam' }+I STORAGE l i �- HALL ST®E�t_L it l GARAGE® D I I I I I I I i I t I I I I I I � 11 II I I I I I I �� 11 2. 0 JUN down of Gulf Stream, FL . Tbis am d a ed, orire copyrighted dewing end design end shell nol be u md wr wilhom ;nen piseioo ft, we—hi.Wd.ig,- —hi. archileNdesigoer. • The conuacmr u to checVverify aB dimensiem avd report dl and/or amlrsiooe to rhe azehivcVdcsigoer prior m —mg any work. • Tb— dnwmgs ere mt m be scaled, Wty ere for mfereoa — only. A L•etc,i Ilumhe� 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave,114121 M,—, FL 33132 786-589-02941 into@ arclleo.com Amhited of Ramrd: Matthew Odrowski AR100035 SCOTT YETMAN D E 5! G N 160 Peel, Suet 400. Mceneol IOuebecl Conadc H3C 2G7 T514931-3380 1`514931-2105 www s onyem�a� <om LCIRENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 F# 20-01 Existing Floor Plan M.O. __ -- 512612020_ A2.OA AS INDICATED 1 EXISTING 2ND FLOOR PLAN D swe Y15=ra I }'jVC -D,4 'UN 5 2020 Town of Gulf Stream, FL . Twe i:. oo'y+i#htod dr.w me =., and m.U- be. ,e'rodaeed,ofmit d..arrowwrinm»—wmtn. . The coon..ror is to ,b-kJ—fy VI dbnemi—and oq- dl enol. manor o.uni— to the—hi..Vdeei;er'rior m 6o8 my work. •Thmd .iqv= not to be scaled, they ere for mf uvc Daly. A Delail Number B 1 B _towmy m t- 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 No ante De—Ftio„ ee _ Architecture Experience Inc. 133 NE 2nd Ave, #14121 Mama, L. 33132 786589-02941 info@ archm.00m Ar it of RemN' Matthew OsUoweki ARI 00035 SCOTT YETMAN D E 5 1 G N 180 Peel. Suite 400, Moatre.l lOeebecl Corrado H3C 2G7 T.514.931338- F.5t<931-2105 �,...�wyetma� mom LORENZETTI RESIDENCE 554 PALM WAV GULF STREAM, FL 33483 # 20-01 Existing Second Floor Plan M.O. 5NDICA0 /� 2 . O j7 AS INDICATED H IL"JS I ' I -------------- R 'I I� I 1 1 ' I I I I I I I I I II I II II II II 1 jl I I I I I I I I I I II 1 — — — EXISTING; DEMOLITION SECOND FLOOR PLAN n A2 1 SCALE=1 {Y I I I II I I F- C, F e -. JU; ZOLO down of Gulf Stream • his is a copynghled d—g and design and shall vol be used t mduccd n —d =t wsinen petmissim from the a hi-tldesigcer. • he cwoacmr is to chmkl—fy all dto t- send rtpost all ors and/or omissions to the emhiteNdesigner pdor m —mg evy work • Th— dot—gs arc not to Ix soled, they ale to, ref ase ooly. n � Ge\ail /lumber B/ B Dra«inq N�mhe.—Delon lo_a �� 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Architecture Experience Inc. 133 NE 2nd Ave, #1412 Mleml, FL 33132 786589-02941 infD@amhxo.9om Afchimm of Rem,: Matthew Osto—ki AR100035 SCOTT YETMAN D E 5 1 G N 180 Peal, Swi 400, Montreal 10vebacl Cenwdo N3C 2G7 7.5149313389 F.514931-2105 w.....:mhyelmon.mm LCIRENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Demolition Plan MO 5/27,2020..__1, A2.1 1/4e = 1'-0" N 14' 16'.1017 2d` i. 17-71 i. Z -F 1 ----------------- 1-- A52Ir -----------------------------------------------11 --------------- ------- II r---------------------- ------ ---� 111 III III II Ir------------- ---- ----------- I I I I 1 1 1 I I I 1 1 I I I i I I I I I I 1 1 1 l l II II I 11 11 11 1 1 ? 1 Paopasm iii I I � I I m PROPOSm ------------------1 2 --- a 81LCONy ABOVE a 6LLCON1'ABOVE 1 I A5.271 1 1 1 1 1 1 1 1 1 1 1 1 I l l I 1 1 1 1 I 1 1 z-634. 7• n• 1n 1 I! -n• DINING z lri h 11•.317 4to se.- II I 1 1 108 1 1 1 1 I I 1 I I I I I I I I I I I I I I I I I I I I 1 l l II I I II I I I I 1 1 LOUNGE BREAKFAST 1.1 LOGGIA fl Fl 071 Q-141 R FAMILY I 1 O 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I iii°�----------------------------------- I. I I AFF I I I I I I � II I II I I HALL I I I I I I I I I I� � I I 11 I I I II II - II I II I I I I I I YF — NEW BBARARECLOS LIVING no NEW�l06 ROOM TAIR KITCHEN 1 1 F-10-1111 113 1 I II I I r_ II I I I I PLAYROOM T 4 Fl -041 10 1 I 123 I I II II II I II II I I 1 II - _ FAQ 1 4 STUDY LA 1 1 U 1- II I II II � 1 II FOYER 11 I II " I I I I I I DF. wF gr. i' I I II II II II �(��$g ,�I 1 1 1 l B THT 1 1 II _ FI -021 II l II II I I 102 I I -:=El I I I I HALL MUDROOM BATH: 1 1 11 121 122 CLOSET 118 COVERED 11 ENTRY i I II II II II 11 slrr STORAGE yr 119 I I 1 FIRST FLOOR PLAN 11 N HALL I' A2.2 SCALE- 114•= Il' 1 COVERED _ 1 ENTRY I II II 1 1 STORAGE I I t 126 II II I i 11 JI • This in a copyrighted dewing Ind dnip eaW shall col ha wed• aepmdoced, m mvisad witbom--permission Som the -Wm d -g- • 3be eoutrectar is to cbmkl ify all dimem— mad mpmt ell — en&. nmusi- to she mrLiteNalesigaer prim m —mg any asst • Tbeee dmwt em amt to be scaled, they em fm mfemnce use mdy. lar1F=. A Detail Number BE rowing Number Detals l cation 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 Isle De;e Gescriptior. Architecture Experience Inc. 133 NE 2nd Ave, 4114121 PA-- FL 33132 786589-02941 infb@ . a.— Am hdacl of R—d MaM1 OsltmrX ARI DOM SCOTT YETMAN D F 5 1 G N I80 Ped, Sane 400, Momreal IG -b-) Canado H3C 2G7 T 516931.3389 F.51 A 931.2105 www.scoeyvenan.com Pr�.l=rt LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 First Floor Plan Z— MID 5127/2020 A2 e 114• = V-0"    _    r ! I I II II 1 1 I i I I I I V.I.F. V.I.. N' -21N" V.I.F. I AFF --  BEDROOM #2 I I 1 I I I ' I I I III CLOS I �� �� I CLOS 203 c BATH #2 204 LIQ BEDR0 00M#1 72- I I ! I I EXIST. GUTTER TYP. EXIST. CONC. TILE ROOF, TYP. raa t ,pa' 1'd 8J' A3.1 -j IR1TE5' DRAW BALCONI'c5 TO ADJACENT GUTTER BY SCUPPER SEESHEETIA3 BATH #4 208 BATH #3 11 IMECH AHb zzo I I Ili I I I�� I I , I I I II a I1 , -_ - NEWMWG I A53 -A 1 J L - - SECOND FLOOR PLAN A2.3 5CA1E ,l4" =,'d BEDROOM #3 209 HALL zoo 41 11 C 7.NG FLF FIIJ EXERCISE z18    _-----_ _  '��.. ---------- --���� EXIST. ZX6 FFAMEO I RO . _ _ - - -; -EXTERIOR W&L TYP.-------------- I f II 11 ��R. asw I a,�� 4--0W 1N I _ s��To 10 VIF. V.I_. V.I.F , T BATH #4 208 BATH #3 11 IMECH AHb zzo I I Ili I I I�� I I , I I I II a I1 , -_ - NEWMWG I A53 -A 1 J L - - SECOND FLOOR PLAN A2.3 5CA1E ,l4" =,'d BEDROOM #3 209 HALL zoo 41 11 C 7.NG FLF FIIJ EXERCISE z18 " This is a eopyngh d do .g and Anign end sWD nm be used, ,epmduced m -md without weitt pmvis - 6om Na emhitecUdesigner. " lLe coetmctor is to checY/.enty nU di ions eed Fepon ell nndlm omissions to the emhilem/d-si PFim m ing �y  k " These d V In got w be snled, they em Cm rtf - MY A ceted Nnn Det b E c.awmy Nnmbel Datnl o-em:"�� 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 Dote Des Architecture Experience Inc. 133 NE 2nd Ave, #1412 Miami. FL 33132 78658M294.Mo� rchao.com Al&, a of R b'. MaRhe Ostmwsk AR100035 SCOTT YETMAN D E 5 1 G h 180 Ped, 501 AM, M--1 IOuabecj Caeoda H3C 2G] T51A93133119 F51 A931-2105 LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33463 # 20-01 Second Floor Pian Mme. JUN 52020 5127,2020A ��ft2.3 1/4' = r -o ram FL, I II II asw Bd a,�� 4--0W VIF. V.I_. V.I.F , T _ VIF. HER CLOSET AFF III MASTER j III BEDROOM �� I 212 1 I I I i I 1 II HAAbIhK I oL-------------- -NEWR NEW R          ---  L F{��R V23T. HIS CLOSET SII I BATH ' 210 F 214 I II DRESSINGF21 tHIS I _ I -------------t�� II NEW RAILING III II II I I I A5.3 II I I " This is a eopyngh d do .g and Anign end sWD nm be used, ,epmduced m -md without weitt pmvis - 6om Na emhitecUdesigner. " lLe coetmctor is to checY/.enty nU di ions eed Fepon ell nndlm omissions to the emhilem/d-si PFim m ing �y  k " These d V In got w be snled, they em Cm rtf - MY A ceted Nnn Det b E c.awmy Nnmbel Datnl o-em:"�� 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 Dote Des Architecture Experience Inc. 133 NE 2nd Ave, #1412 Miami. FL 33132 78658M294.Mo� rchao.com Al&, a of R b'. MaRhe Ostmwsk AR100035 SCOTT YETMAN D E 5 1 G h 180 Ped, 501 AM, M--1 IOuabecj Caeoda H3C 2G] T51A93133119 F51 A931-2105 LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33463 # 20-01 Second Floor Pian Mme. JUN 52020 5127,2020A ��ft2.3 1/4' = r -o ram FL, NEW SCONCE — ELECTRICAL I CEILING PIAN SGV£ w'- a NEW SCONCE X17 - SUN 2Q�0 Town Of Gulf Stream, FL .71d.i., copyrighted dr.wioe evI daige and 60—beu d, mptodu 4 mmvimd aitlmrt a,i—neemissim from Um —hi—Ud.igo . . The cmtrectm is m checkly ify ell di—i— evd report ell coots -Z omie.iam b the atchiteNdesigmt pnm m iog my wm • Th—mmencd.-W eR MI m be —Id. the em fm eefaenee me omy. Detail N—b- B N-1- 27 -1 —27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 No Dote Architecture Experience Inc. 133NE2nd Ave,#1412IMi ,,FL33132 786589-0294 j ,"I Arch—mm Mchite t of Rxmd: MoK Ostmwsld AR1 OD035 SCOTT YETMAN D E 5 1 G N 180 Peel, Sune AN, M-1-110v.bwcl Canada H3C 2G7 T.514931330? F514.931.2105 «.w.xoMyaenan.com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Reflected Ceiling Plan MO — 5/2712020A2.4 1/4"= 1'-O" ELECTRICAL NOTES ELECTRICAL GENERAL NOTES 1 ALL OUTLETS THAT ARE NOT GFCITOBEARC-FAULT t. ELECTRICAL PLAN IS SCHEMATIC ONLY AND MAY VARY PER PROTECTED. ALL OUTLETS TO BE TAMPER RESISTANT OWNERS PREFERENCE. ELECTRICAL CONTRACTOR SH4L WITH THE EXCEPTION OF OUTLETS THAT ARE MORE INSURE ALL WORK AND FIXTURES MEET MINIMUM THAN 64' AF.F. REQUIREMENTS FOR ALL APPLICABLE CODES. I 2 NEW CIRCUITS TO BE INSTALLED PER CODE 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING I THAT ALL ELECTRICAL WORK MEETS OR EXCEEDS ALL 3, LIGHTING REQUIREMENTS AND APPLICABLE BUILDING CODES. IF PIANS DO NOT MEET THE REQUIREMENT, NOTIFY THE 3.1. INSTALL NEW LIGHTING FIXTURES. REF: DESIGNER OF ANY CORRECTIONS NEEDED. ELEVATIONS FOR 14EOM 3. THIS WORK IS TO COMPLY WITH THE LATEST APPLICABLE 31. UGHTFURURESTOSEAPPROVEDBYOW14ER REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, PRIOR TO INSTALLATION. OSHA AND LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS 33. RECESSED LIGHTING FIXTURES TO BE INSTALLED SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS ASREGDBYIEOC(AIRRGHT CANS OR SEALED REQUIRE A HIGHER STANDARD. GYPSUM BOX WHEN PIERCING BUILDING ENVELOPE). 4. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT FACILITIES AND 34. NEW SCONCES(ELECTRIC) TO REPLACE GAS INSTALLATION REOUIRED FOR THE COMPLETE SCONCES SATISFACTORY AND APPROVED ELECTRICAL AND COMANNICA11 N SYSTEMS AS INDICATED ON THE 3.5. EXTERIOR LIGHTING SHALL BE SHIELDED TO DRAWINGS AND CALLED FOR IN THIS SPECIFICATION, OR AS CONCEAL FRONT AND SIDE WSIBIITY OF MAY BE REASONABLY IMPLIED BY EITHER. EXPOSED BULBS. (PER ORD) LIGHT FIXTURE COLOR TEMPERATURE TO BE APPROVED BY 5. ALL DRAWING NOTES PERTAINING TO THE WORK OF THIS OWNER. TRADE ARE TO BE CONSIDERED AS PART OF THIS SPECIFICATION AND CONTRACT. 36. 75% OF LAMPS TO BE HIGH EFFICACY 6. CONDUCTORS ARE TO CONSIST OF 98% CONDUCTIVITY 4 ELECTRICAL CONTROLS COPPER. TYPES TW AND THWAS INDICATED. CALCULATIONS ARE BASED ON COPPERCONDUCTORS 4.1. PROVIDE ONE SWITCH FOR EACH CIRCUIT. SIZES ARE AWG. 42. ALL LIGHT SWITCHES AND ENVIRONMENTAL 7. MINIMUM WIRE SIZE TO BEOI4 AWG. INSULATION FOR WIRE CONTROLSSHALLNOT BE INSTALLED GREATER SIZE EBANDSMALLEDTO BE NN. INSULATION FOR WIRE THAN 4B• ABOVE THE FINISHED FLOOR SI2E04 MID LARGER TO BE THIN. ALL CONDUCTORS#1 AND SMALLER MAY BE SOLID. ALL CONDUCTORS AND 63 ALL WALL OUTLETS AND WALL RECEPTACLES LARGER SHALL BE STRANDED. (ROMEX ALLOWED WHERE SHALL BE INSTALLED TO USE EXISTING APPROVED). LOCATIONS, AND NO LESS TH" tS FROM FINISHED FLOOR TO BOTTOM OF BOX, TYP. 8. RECEPTACLES TO BE 1 -1 -AC, 2 POLE, 3 WIRE SINGLE OR DUPLEX GROUNDED TYPE FO(CEPT WHERE 44. WALL SWITCHPLATES, CONTROLS AND OUTLET SPECIFIC PURPOSE, LOCKING OR HIGHER RATED PLATES ARE TO MATCH EXISTING ENCLOSED RECEPTACLES ARE SHOWN ON THE DRAWINGS. BODY, COLOR AND TYPE. B. ALL 125V t PHASE 154 AND 204 EXTERIOR RECEPTACLES TO HAVE GROUND FAULT INTERRUPTER Mfl) PROTECTION. — ELECTRKAL LEGEND 10. CONTRACTORISTO VERIFY ALL EQUIPMENT NAMEPLATE DATA FOR WIRING AND OVERCURRENT PROTECTION NOTE NOT ALL ITEMS ARE USED. ELECTRICAL REQUIREMENT BEFORE PERFORMING ROL044N WORK CONTRACTOR TO ROUTE NEW CIRCUITS PER CODE CONFIRM FINAL SWITCH LOCATIONS WITH OWNER. 11. CIRCUIT LOCATION AND LOAD DATA ARE BASED UPON COORDINATE FIXTURE AND HOUSING SELECTIONS WITH INFORMATION GIVEN TO THE ARCHITECTIENGINEER AT TIME INTERIOR DESIGNER OF DESIGN- CONTRACTOR IS TOVERIFYALL EQUIPMENT AND PANEL SIZES AND PROVIDE CIRCLE AND ROUTING OF RACEWAYS TO SUIT JOB CONDITIONS. _ EXTERIOR WALL -SCONCE FIXTURE 12. FLEXIBLE CONDUIT IS TO BE USED FOR CONNECTION TO RECESSED CAN FIXTURE ALL VIBRATIN EQUIPMENT SUCH AS MOTORS,LIGHTING FIXTURES,ETC. FLEXIBLE CONDUIT ISTD BE UQUIDTIGHT, + SURFACE MOUNTED FIXTURE WHEN EXPOSEDTOWFATHER. 13 CONTRACTOR IS TO VERIFY THE EXISTING STRUCTURE, �-; PENDANT FIXTURE WALL CONSTRUCTION, AND SUSPENSION SYSTEMS FOR S SWITCH -SINGLE POLE SELECTION OF THE TRIM ARRANGEMENTS OF ALL OURTLETSAND SUPPORT 14. PANEL DIRECTORIES ARE TO BE TYPED ACCURATELY TO SHOW A&BUILT CONDITIONS. CBLWG PLAN NOTES: 15. ELECTRICAL CONTRACTOR IS TO COORDINATE WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, GELDING FINISH UNDERBALWNY TO REPAINTED STUCCO IN MATCH EXIST. CON RECEPTACLES, AND SWITCHES FOR EXACT LOCATION.FAVE X17 - SUN 2Q�0 Town Of Gulf Stream, FL .71d.i., copyrighted dr.wioe evI daige and 60—beu d, mptodu 4 mmvimd aitlmrt a,i—neemissim from Um —hi—Ud.igo . . The cmtrectm is m checkly ify ell di—i— evd report ell coots -Z omie.iam b the atchiteNdesigmt pnm m iog my wm • Th—mmencd.-W eR MI m be —Id. the em fm eefaenee me omy. Detail N—b- B N-1- 27 -1 —27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 No Dote Architecture Experience Inc. 133NE2nd Ave,#1412IMi ,,FL33132 786589-0294 j ,"I Arch—mm Mchite t of Rxmd: MoK Ostmwsld AR1 OD035 SCOTT YETMAN D E 5 1 G N 180 Peel, Sune AN, M-1-110v.bwcl Canada H3C 2G7 T.514931330? F514.931.2105 «.w.xoMyaenan.com LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 Reflected Ceiling Plan MO — 5/2712020A2.4 1/4"= 1'-O" ��E OF M1G.v GI ��Ex15T+PCAF  4 -3- 1+3! 70 N C V Dl +: WALL -a 5- (+2s e N 1, V C��) ., 6EAM D1 NORTH ELEVATION j IIS I I I II' II I: oz SOUTH ELEVATION Ai.  ..Z NEW PEpNFMMOIOWG ANO CASING NEWTgEONR.ATPEOIMENT, ! HERRNGBONEPATTEWI 0 IN F MR, 1,lip, L' I I �� i 2,2 i A33 I I I I +64/A6 I I I i I i �� II II i III I II I I ��' NEW BALCONY  F L -1E����E BATT�B��LL11,����1T��!1��1��1����yYy���� �B IQg1��1������1(1,����T1����1{����;Lpp Y1lL1L �� lll:lll' � \ \ EWW ��7'2NG FLF FSI, 7FlC CLF(+?aG ra FI , MST.I:ONCRETE RLE ROOF  ra II��S��l1R'rilPl��iSlllli j I III I II j LL J NEW BNLCCNV  ; ELEVATION IO:VN $ Ali 1, NEW DOOR(s) TO BE GENIERED OVER FIRST FLOOR DOOR TUAff 2 AWHI NDD DOORSURROUNDNOMATOH E%ISTWG SITNCNRE ANDRALIN ,TYP. SEE NOTES ]. MOPOSEWG AT NORTN BAICONIESTO MATCH MILMG AT PROP09ED A. REMOVEEXISRNGANC WSTALLNEW WALL-gt011NTEDGAS W/TERN, R ORWAY EOS. s REMOVE STMG(OTH SIDERSAND REPA4i Fu4st,ro CNEW UTCH DOORWAY CASING TOMA fi RM"CERANDOWARONTOTCNEg1511NG T REP UCEVAIIDONAPRONTO FlTCASNG 8. NEW EN, WALL GSING It. NEW PENDANT LIG ilAtA 10. NEW PENOANL LIGM FIXTURE  EXIST. DOWNS TTYP Iv -_7 [) JUN 5 1010 I mAin of CMF o.__ .-w11 vucdn( rl " Tbie ie A eopyT ghltd drewiog.nd d -p eod A.H - be .d, reproduced, m revised with.. -- I-- Som tk ,chit�t/desig.s. . The caotnclm is m ch�k/venfy e8 dune� ,- And repo. aU enon evd/m ovdssioos to the ucW-e dip. pn.m  i.8 aoy work. " TY drawings aR .. ro be ruled, tbey aR fat ref uu 9.y. Det.0 Nome=, 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Nn. U.te Gescrit,ti_�� Fey ��i_n, Architecture Experience Inc. 133 NE 2nd Ave #14121 Miemi, FL 33132 786-58902941 info@mh.o.eom Architect of P d: M8&eW Ostrowski ARIODOM SCOTT YETMAN D E 5 1 G N 180 Peei, Suite 400, M--1 (0v6ec) Canada H3C 2G7 T 514.931338^ F.514931-2105 www.,c.tyetmen <.m LORENZE71 RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 North & South Elevations M.O. - - - 5/2712020 A3.1 AS INDICATED S- �'-- e -a u + _ E%r+ ues 7P .F,v-DI PROPOSED BALCONES t� Illlll 12 I4 0(+1'.49' N C V VS iSo+10 0;+17 40' 1 G V G) FLR F114 NG FLR FIN '-8 (+15.0<, N�e'Di ® ® �Tl) REA(M'cVIF MATVH IEXISiI 1` NEW REAM J� Eli 'r II I `/ D1 —DLRt+760' NGvD) B/ WESTELEVATION A3.2 sutE'. w••ro ELENA1gNNEYNOTF! I NEW DOORS) TO BE CENTERED OVER FIRST FLDOR DOOR RAME. 2. IRUENNTWFEIDWNEOIISEO, NR EBSURROUND NNOG IN .T SOTMA1k TNC.EN W EXWSNR LN.G NEW ATNORTBLOSTOMTCMSIXTRRNIRNF.'D)IG IGRA PROPOSED 1 RVRIDC'go BEENDTS- REMSNAVOREPNRFlNSHTD MAHSnNo(moo) BNEND0AYWIIN Q1E 7EPUEININDOINAPRUNTOFrtCING BNEW EWAY A SEK NEW L,REF2/AT4 1 ,0PEND. NEW PENDANT IIGIIi fDfilAVE S _ 12 i1 *a 7Tn APi:H+ 4 IiG EE 1 T PROPOSED BALLONIFS— ER 8Ral—! ®1121, U 11 ! ® 8 0 L'llllll➢ W111LL �`�i/ 12 `J LLllllLY II11J111 +IT- 1�« r ti F,6- FI, _ ll � i I I D1 EAST ELEVATION 0.1.2 �-w••Ta E.�. l?� (__ C {;_�R� � �! JUN 5 to Town of Gulf Stream • This is a wMgbwd dawi,g evd dea,p and &,U Pee ba wad, memdwed• a ee,"d wmh— vrium pa+m-w Som the —hitmVd-,IPa,. • T,e.wttemn is r. cheek/—ify W dimm —end report ell md/a omis:inns m the arehiaa/desigoer Aria m mmcncing ay work. •These dmwigp aR nos so be -14 they w fm ref use acly ' A Datil raumbc� r. _. Dr.wing Numce -' 27 26 - 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 r�0. oe1E De_�ri�non Rews�en=_ Architecture Experience Inc. 133 NE 2nd Ave #14121 Miami, FL 33132 786-584-02941 wfO@erchso.wm AmhIteet of Remord: MaBhew Oshowsld AR100035 SCOTT YETMAN D E 5 1 G N 180 Peel, 5.4e 400. M.—I (Quebec) Caned. N3C 2G7 T.51693133B? F514931.2105 www scotyean.n cam LORENZETTI RESIDENCE 554 PALM WAY GULF STREAM, FL 33483 # 20-01 West & East Elevations M.O. - 512712020 A3.2 AS INDICATED L AC)RTH LM LOT 21 (KAT BOOK 24, PAGE 73) LOT 21 4 Rj T 120.00' L 0 T 2 1 FOCID U2 0 LfT STAnON-- 0 CORAER NOT SE7 FALLS X WATER TITLE NOTES.• -O' ORANAC£ EA CAP OVER LPO LOT 1(PLAT BOAC 24, (PLAT B00K 24, PALL PAGE 85) W ) L� B R I C K COWTMENT, SCl EDLLE B -N, COAMTMENT M)MBER 521126, DATED GAS TAN( 2 278' A o 9.9' � Sa ® 21 PARCEL SL8XCT TO REMOVAL AGF�EMENT AS RECORDED IN DRB 25971, PAGE 56. CARAT 25' FRANK WEIAffRG BLACK, P.L. Y OLD REPLIBLIC NATIONAL TITLE INSLRANCE COMPANY N U 3� IN R PAVED BU'MATOP Y] 8 m O OF KV. & WASHER ELEYATKMJ +289 C7E + Lr i Un I q c 8 N a a !0; 0 4,COVD. crnr CORAER NOT SE7 FALLS X WATER FLOOR o Sw +580 30' "1 �i L FLOCK +599 1 & 2 STORY RESIDENCE LO FAR LP. GAS TAW() A/C & PE 5.4• 35' J554 17T L T 1 WAL L 06 GA7E COVERED 3Y I REJIE CEECOVEED CONC 175' 116• COYCSFTE C L a9• a a 269• 1 STORY BULON G C 0 N C R E T E P 0 O L C 0 N C RIE T £ B/LIOEAD CAP CQ�I'k2T ACC1c CAME BLl10EAD CAP-, i � s9o• 207 NORTH COVE LTJ W;' RECEIVED -4 JUN 5 2020 Town of Gulf Stream, FL LEGEND. = CENTERLINE CONC = CONCRETE A/C & PE = CONC. A/C & POOL EOUPMENT PAD GEN = COM; GENERATOR PAD COVD = COVERED I.R. = 5/8" IRON ROD WITH CAP #LB 353 N.D. = NAIL & DISK #LB 353 WM = WATER METER 6 UR = UTILITY BOX B.F.P. = BACKFLOW PREVENTER x x = CHAIN LIW FENCE - = OVERf-EAD UTILITY LINES +289 =ELEVATION BASED ON NORTH AMERICAN VERTICAL DATLAN 1988. SOURCE.FLORIDA GEOLOGICAL SURVEY BENCH MARK #B35 FLOOD ZONE.' AE (EL 6) (N.A.VD. 1988) COMbftNTY PANEL N0. 125102 0981 SLMX F MAP REVISED: OCTOBER 5, 2017 NOTE." ALL BOUNDARY LINES AND ANIGU.AR OMENSIONS ARE PLAT AND SLA7VEY tMESS STATED OTFERWISE ALL ONFJ IONIS SHOWN ILEREON ARE BASED ON 77-E STANDARD U.S FOOT. 77 -IS SLRVEY HAS ACIIEVED A MflIJ" LEVEL OF CLOSURE OF 1 FOOT IN 10,000 FEET AS REOURED FOR COM4ERCIALIHG H RISK PROPERTY CLOSURE WAS ACHEVED BASED ON A REDLIVANCY OF MEASUREMENTS FOR VERTICAL, HORIZONTAL AND A 49LLAR DIMENSIONS NO TITLE WAS REVIEWED OR SEARCH OF TILE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SLEECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UZERGROLMD FOOTERS © = REFER TO ITEM NEER IN SCILEDULE B -II OF TITLE COMMITMENT DESCRIPTION LOT 1 AND TILE WEST 410 FEET OF LOT 2, GLLF STREAM COVE, ACCORDING TO TILE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. TOGETFER WITH THE SOUTH HALF (S 1/2) OF LOT 21 POLO COVE, ACCORDING TO TILE PLAT TILEREOF AS RECORDED IN PLAT BOOK 24, PAGE 73, PIELIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY SITE ADDRESS: 554 PALM WAY DELRAY BEACH, FLORIDA 33483 1 HEREBY CERTIFY THAT TNS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADM/NSTRATIVE CODE, PURSUANT TO SECTION] 472027, FFILORI�DA STATUTES PAUL D. ENGLE NOTTVALNDWITHOUT RAISEDTHE S ATun�AN SURVEYOR & MAPPER #5708 IDA LICENSED SURVEYOR AND SEA'OF TITLE NOTES.• TEAS SURVEY SHOWS ALL EASEIvENTS AND RIGHTS OF WAY AS SHOWN ON OLD REPLa C NATIONAL 77TLE INSURANCE COAPANY T17LE COWTMENT, SCl EDLLE B -N, COAMTMENT M)MBER 521126, DATED L5.0 N70VEMEER 22, 2017 ®® "BLE TO DETERkfAE >F DEED BOOK 1038, PAGE 483 AND DEED BOOK 1160, PAGE 63Z AFFECTS SU3,ECT PARCEL � Sa ® 21 PARCEL SL8XCT TO REMOVAL AGF�EMENT AS RECORDED IN DRB 25971, PAGE 56. FLOOR o Sw +580 30' "1 �i L FLOCK +599 1 & 2 STORY RESIDENCE LO FAR LP. GAS TAW() A/C & PE 5.4• 35' J554 17T L T 1 WAL L 06 GA7E COVERED 3Y I REJIE CEECOVEED CONC 175' 116• COYCSFTE C L a9• a a 269• 1 STORY BULON G C 0 N C R E T E P 0 O L C 0 N C RIE T £ B/LIOEAD CAP CQ�I'k2T ACC1c CAME BLl10EAD CAP-, i � s9o• 207 NORTH COVE LTJ W;' RECEIVED -4 JUN 5 2020 Town of Gulf Stream, FL LEGEND. = CENTERLINE CONC = CONCRETE A/C & PE = CONC. A/C & POOL EOUPMENT PAD GEN = COM; GENERATOR PAD COVD = COVERED I.R. = 5/8" IRON ROD WITH CAP #LB 353 N.D. = NAIL & DISK #LB 353 WM = WATER METER 6 UR = UTILITY BOX B.F.P. = BACKFLOW PREVENTER x x = CHAIN LIW FENCE - = OVERf-EAD UTILITY LINES +289 =ELEVATION BASED ON NORTH AMERICAN VERTICAL DATLAN 1988. SOURCE.FLORIDA GEOLOGICAL SURVEY BENCH MARK #B35 FLOOD ZONE.' AE (EL 6) (N.A.VD. 1988) COMbftNTY PANEL N0. 125102 0981 SLMX F MAP REVISED: OCTOBER 5, 2017 NOTE." ALL BOUNDARY LINES AND ANIGU.AR OMENSIONS ARE PLAT AND SLA7VEY tMESS STATED OTFERWISE ALL ONFJ IONIS SHOWN ILEREON ARE BASED ON 77-E STANDARD U.S FOOT. 77 -IS SLRVEY HAS ACIIEVED A MflIJ" LEVEL OF CLOSURE OF 1 FOOT IN 10,000 FEET AS REOURED FOR COM4ERCIALIHG H RISK PROPERTY CLOSURE WAS ACHEVED BASED ON A REDLIVANCY OF MEASUREMENTS FOR VERTICAL, HORIZONTAL AND A 49LLAR DIMENSIONS NO TITLE WAS REVIEWED OR SEARCH OF TILE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SLEECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UZERGROLMD FOOTERS © = REFER TO ITEM NEER IN SCILEDULE B -II OF TITLE COMMITMENT DESCRIPTION LOT 1 AND TILE WEST 410 FEET OF LOT 2, GLLF STREAM COVE, ACCORDING TO TILE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. TOGETFER WITH THE SOUTH HALF (S 1/2) OF LOT 21 POLO COVE, ACCORDING TO TILE PLAT TILEREOF AS RECORDED IN PLAT BOOK 24, PAGE 73, PIELIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY SITE ADDRESS: 554 PALM WAY DELRAY BEACH, FLORIDA 33483 1 HEREBY CERTIFY THAT TNS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADM/NSTRATIVE CODE, PURSUANT TO SECTION] 472027, FFILORI�DA STATUTES PAUL D. ENGLE NOTTVALNDWITHOUT RAISEDTHE S ATun�AN SURVEYOR & MAPPER #5708 IDA LICENSED SURVEYOR AND SEA'OF � W�O Q © CERTIFIED TO. - BARRY F LORENZETTI NATIONAL BANK OF CANADA FRANK WEIAffRG BLACK, P.L. OLD REPLIBLIC NATIONAL TITLE INSLRANCE COMPANY Q a � ai 3� Ed PAVED BU'MATOP Y] PALAIJNA Y OF KV. & WASHER ELEYATKMJ +289 m ❑DEASRENT Lr i Un I q ® (ORS 6727 PAGE 55) a a !0; 0 87 FOUR U2 _ \- AtlS= ) 59.0' Pa£ W7TI; AN7OR5 FLOOR o Sw +580 30' "1 �i L FLOCK +599 1 & 2 STORY RESIDENCE LO FAR LP. GAS TAW() A/C & PE 5.4• 35' J554 17T L T 1 WAL L 06 GA7E COVERED 3Y I REJIE CEECOVEED CONC 175' 116• COYCSFTE C L a9• a a 269• 1 STORY BULON G C 0 N C R E T E P 0 O L C 0 N C RIE T £ B/LIOEAD CAP CQ�I'k2T ACC1c CAME BLl10EAD CAP-, i � s9o• 207 NORTH COVE LTJ W;' RECEIVED -4 JUN 5 2020 Town of Gulf Stream, FL LEGEND. = CENTERLINE CONC = CONCRETE A/C & PE = CONC. A/C & POOL EOUPMENT PAD GEN = COM; GENERATOR PAD COVD = COVERED I.R. = 5/8" IRON ROD WITH CAP #LB 353 N.D. = NAIL & DISK #LB 353 WM = WATER METER 6 UR = UTILITY BOX B.F.P. = BACKFLOW PREVENTER x x = CHAIN LIW FENCE - = OVERf-EAD UTILITY LINES +289 =ELEVATION BASED ON NORTH AMERICAN VERTICAL DATLAN 1988. SOURCE.FLORIDA GEOLOGICAL SURVEY BENCH MARK #B35 FLOOD ZONE.' AE (EL 6) (N.A.VD. 1988) COMbftNTY PANEL N0. 125102 0981 SLMX F MAP REVISED: OCTOBER 5, 2017 NOTE." ALL BOUNDARY LINES AND ANIGU.AR OMENSIONS ARE PLAT AND SLA7VEY tMESS STATED OTFERWISE ALL ONFJ IONIS SHOWN ILEREON ARE BASED ON 77-E STANDARD U.S FOOT. 77 -IS SLRVEY HAS ACIIEVED A MflIJ" LEVEL OF CLOSURE OF 1 FOOT IN 10,000 FEET AS REOURED FOR COM4ERCIALIHG H RISK PROPERTY CLOSURE WAS ACHEVED BASED ON A REDLIVANCY OF MEASUREMENTS FOR VERTICAL, HORIZONTAL AND A 49LLAR DIMENSIONS NO TITLE WAS REVIEWED OR SEARCH OF TILE PUBLIC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SLEECT PARCEL NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UZERGROLMD FOOTERS © = REFER TO ITEM NEER IN SCILEDULE B -II OF TITLE COMMITMENT DESCRIPTION LOT 1 AND TILE WEST 410 FEET OF LOT 2, GLLF STREAM COVE, ACCORDING TO TILE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. TOGETFER WITH THE SOUTH HALF (S 1/2) OF LOT 21 POLO COVE, ACCORDING TO TILE PLAT TILEREOF AS RECORDED IN PLAT BOOK 24, PAGE 73, PIELIC RECORDS OF PALM BEACH COUNTY, FLORIDA. 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Build Electi Plum Ulech =ire I In E FOR CODE COMHUANUL aCIODPermit No a o� "6 crinn ral Servioes r—Ae-e- RECEIVED TOWN OF GULF STREAM AGR 23 2020 100 SEA ROAD GULF STREAM, FLORIDA 33483 Town of Gulf T/LEGoKI A/C - CaCRETE A/C PAD -.� - CA - CENTRAL ANGLE ORB - GFFXPL RECORDS BOCK .. FLOW ZCLCE X 0 p -SI _ - CaWANTY PAN! NJ_ 725X19 � . E C MW M Y MAP A11 2099009M ffFECDVE DALE OCTOBER 5, 2017 -- - ALL DAE 606 SIOWN BASED GR STAM24RD US FOOT THS "VEY AEETS T}E CLOSLRE OF 1 FOOT PER 10,000 FEET AS REO(AWD FOR COWERCAL M7I RLAC PROPERTY A/0�„� S � 71i5 SU7V£Y HAS ACT£VID A A4Ml4M LEVEL REO7.RED F04 iGY1l1LEN:7AL�HOM R79C AS Phg4RTY C109.RE WAS ACFEVID BASED ON \ A RED WAACY OF AEASL#?SWWT5 FOR VIIiTICAL � y Ha9ZOYTAL MD AAGXAR Dl00316 2354'- . I G+ J NO SLBSLwACF -IFA" WAS 94LE FOR UTL7ES OR LFM FOOTERS T t- � d !/'�� �C /YLd ✓a S D —�^u / ES—CRP �t J-i�r' �w 'ice i a r1 �s o W . r J LOT, GUF SR7EAM PROFfRTESS, AC i TO T}E PLAT nFREOF AS RECORDED N FLAT BOOK 11 PACE 27, PLWC WCL. OF PALM EEAC14 4.. l LJ �� aCNT,: FLdlDA CONTANA,G U615 SO.W7£ FEET MOPE OR LESS r AAKR I / , Ari •' - " " ' rzE NOTES IRn• WAUf •� v— gg THS SLRVEY STDWS ALL EASEAENTS AAD RGHTS . OF WAY ASS#VKNONSCERLEB-IOF7FEOLD 1,4 32X y' TT RgtS.,C NATAa'JAL 77TLE WRAWC£ CO&PANY 1 LCMINTAEAT MWVg 795576, DATED OCTOBER 5, 2019.0 i r W I • t PARCEL GRANTED ACCESS TO M ATLAMK OCEAN WA'1 7a'£SS AGE EASUAM AS RECYY�D N DEED b31 *16 Q r' p C£RTe�TED ro O WAG#^ 3054 GULF SIRE -AM LLC BiU(PAVFR !•BYE 1 2 ,, f &,Jn S r MAGARIAN & STANLEY. PLC js •4� j_ . CLD RDALWC TITLE OSWAAC'E CaPANY • ,_ i 4 MAP OF AS -BUIL T SURVEY SITE ADDRESS • 3054 GUFSTREAM ROAD DLLF STREAA; FLORIDA 33483 PARCEL COM OL 7G. 20-43-46-03-05-000-0190 I IOEaT=A nutn s 'Asr V wAESPQI®E 0u Aro AFETS nE STAACAMS a AUCTXI AS SET FMM BY nE «aaaa A1/�f.SiM`A CO P1 OT 4 l= FLO�i4 S�iNIEnS�A � L(_ T 'moi PAUL D. ENGLE SURVEYOR & MAPPER vKrs ow #5708 0 BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTFICA7E OF AUTH0167A DON 8353 SURVEYOR . MAPPER N RESPOT✓96LE PAIR D. OXXE 955 ALW. 17TH AVOCE, SVTE K-( DELRAY BEAD( FLORDA 33445 �� (561) 276-45D 732-3279 FAX 276 1190 an' o sxm ssAie OCT. 2.1 2019 f = A7 i 4 a No- RECEIVED® JUN 5 2020 Town of Gulf Stream, FL location map Gulfslreain ,I E,s: t,r Park 6.: .�V Searresr Scrub Na !ural Area ' 054 Guifsiream Road project site Gulf Slrearn Golf Ciub� _ 1 3 S L � 5 a m : Walgreen_ project: hcAcAing residence 3054 gulf stream road gulf stream, fl dave bodker kndK" erd vtwhre/*W" jr- 601 r601 n, congress ave., suite 105—a del ray beach, Florida 33445 561-276-6311 gLA0000999 sheet title: site plan project number: 6020 date: 06/03/2020 scale: i - io drawn by: dkb revisions: 0 A 0 A 0 A sheet: NORTH 11"DL-2 1 of 1 sheets e c�walma \ +E3 J aaaaaaa F" E- E-.- EE i R.B o' �'. G4i�E `5 DDLt F'CI;;D KX LX AMP 'ill jE I •N Imo, o 7 hL mixed vegeedtlon - " hedge. Lo remain V) y S ` T U Q \ / _ Sod and 100% irrigation coverage to be provided. LEGEND EXISTING TREES TO BE REMIOVED + I EXISTING TREES TO REMAIN e EXI9TNG PALMS TO REMAIN Tree Protectlon Barricade See detall below EXISTING TREES TO BE -LOCATED LOCATION OF RELOCATED TREES OPROPOSED PALMS OPROPOSED TREES pEc . ve JUN 51010 Town of Gulf Strew, FL EXISTING TREE LIST am ,� •--,at ATAL4 A Royete"sa ragla/Reyal Palm 40' ee. M. amain - B Bucida bucerae/Black Olive 35' hl x 30' pr, 20" ditch ane In C TVrinax radiaternatch Palm 20' oe. M. amain D Sabal pe imetto/Cabbega Palm 12' oe. hL anal' E Sabal palmettoKebbege Patin a. oe. M. amain F Sabal palmetto/Cabbage Palm 22' oe. M. :mein G Ptyd,oapsrma elegene/9olllelre Palm 30oA hL amen H Ptychosperma elagane/5olltelre Palm 30' oa. M. amain ISabal palmetto/Cabbage Palm 20' od. hL amain J 14b1 a roea-elnaeie/Hlbbcue I6' M. x S' pr, eterderd K Hlblecue rose-elnensls/Hibioeus le' M. x 12' epr, etan lard L Phoenix roeb*1wII/Rjgmy Date Palm S' oa. hL :m double trurk ove M LLbdyetle blmurrsteFoxtall Palm 35' oa. M, nice amain N Caryota mltlsiFlNmall Pelm 20' oA hL ramal' O Caryota mltlerFI lft.Il Palm 2 trucks, dead ram P Tabebula harlwophjlla/Flrk. Tabebula 30' M. x IS' epr., 10" dbh raZe O Sabal palmetto/Cabbage Palm 22' oe. hL amain R Amlperue vvglniew;F at— Red Ceder r 12' M. x 10' epr, multi tnriu poor emove _ S Sabel palmetto/Cabbage Pelm 20' hL remain T Caiop Ntl txesllleroa/Beauty aaf X. 20' M. x 25' epr, W dbh anGln - u Royetonaa ragle/Roya1 Palm 40' oa. Int :mein - v Ptydnepam elegem/Solltelre Palm 24' oa. hL - - W Ptydaeperma elegane/Solltalra Patin 22' oa. M. X Ptyd,oeparme elegane/Solltelre Pelm 22' oe. M. r Z PLyd»eperma elegans/SolHalre Patin Trinax radiataRFxtch Palm 16' oe. M. 20' oA.M AA Junlperue vlrglnlena/Eeetan Red Ceder le' M x 14� epr. 5" cibh ve . AB Llvletore chlnenele/Chinese Fan Palm 19' oa M, poor AC CalopFyllum braslllenee;Besutyleaf 22' M x 10 epr, 12 dial, .main w ' f AD Clerodendrun 9uedllaculere/Sterbset Clerodaldna 16' M. x a epr, 4" ca+h 1 2" dbh ve _ LJ AF AF ".—regle/Royel Palm TYrinax radiata TF tch Pe Ln 40' oe ht amain 16' oe. M amain AG Term:. radlataRivtch Palm 16' oa. M, double truck anal' - .. AH Sabel pelmatto/Cabbage Patin 23' oa. M. anal" — Al Royetenee regiam gal Palm 35' oa. hL remain project: holding ORANGE PLASTIC CONSTRUCTION FENCING re`gienL'e STEEL FENCE POST 6'HT(2' IN 3054 gulf stream road GROUND) gulf stream, fl TREE PROTECTION DETAIL PLAN VIEW NTS deve bodker Wdetspe eTchitechre1*wjp hD 601 n. congress ave., suite 105-a defray beach, Florida 33445 o e o 561-276-6311 #LA0000999 0 o .po 0 oopd� oo a sheet title: �� ORANGE PLASTIC existing tree o CONSTRUCTION FENCING FENCE LOCATIONS TO BE plan -k- TO DRIP LINE - APPROVED IN FIELD STEEL BAR FINISHED GRADE project number: 6020 4`0 All date: o3/os/2020 ale drawn by: Imb TREE PROTECTION DETAILrevisions: SECTION VIEW NTS A A A D D sheet: NORTH 1 of 1 sheets �% RECEIVED 4 JUN 5 2020 Town of Gulf Stream, FL t = ctIITEF' HF F, TE A ia��. -IiTFAL ui E_F T F ��T�� T _EI ,FI - T E E.; r� e—i 0 CIA r4 O .4 Pw i 2i 2i -61 O o to O � o 0orn .-:o •� �„ v � 00 "C5Cr, O w° o � " O Ct ca O • � o ri 14- XO n Lh ami O O p � 4-1O X N .� V •� U t'., V � N c� •• 1+4 O m �. •� O CL Ct C� +�- ++ w14. e� p Cn o O O u x O o o o 4 1 oma ° � �°� V � w • 4, �. 00 O O bD 't� O O O to v .� p bA ++ N e� O bA . ,� +J a) � O W o u (3)4-1 '� N m �n u. w N v ci cu l d" \ y ` n v 14� 'L3 U) v ON `o O w J w Z o o' cz ci Q'' 4J �+�y Qr i�r v N +�+ •� 'C � to cn .. -- �-- W 9) bA Off, O� O .� . 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Because lot is legally established and is less than 7,576 square, upto 2,500 sf of floor area is allowed via special exception. Net floor area is per Gulf Stream code not actual total or under air square footage per Plam Beach County Appriaser 70-7(a) FRONT PRINCIPAL MINOR ACC. 30 21'6"J 23' 7" <Than exist 25 NA 22'-2" Steps of front porch PRINCIPAL 10 10' and 9.9' 10' and 9.9' SIDE MINOR ACC. 10 NA NA MINOR ACC, 1.4' U-11" 6'-11" Mecnical equipmet 70-75 (2)(e)(1) Lot Width = 57'-0". Total of both set back shall be min 20% or 11.4' = 20 exists. Minor Assessory structure one side must be 10' the other can be 1.4' off the side property line minor accessory. REAR PRINCIPAL 10' 25'-1" 12'-8" IMINORACC. 10' NA NA I Zoning district at rear lot is RM Multiple Family Residential. Per Sec 70-75(d) (1) min setback for Principal and Minor Accessory shall be 10' I I I i I I I EXISTING PRINCIPLE STRUCTURE EXISTING MINOR ACCESSORY STRUCTURE PROPOSED PRINCIPLE STRUCTURE ADDITION KOM PROPOSED MINOR ACCESSORY STRUCTURE ADDITION IN. I,UUIV I Y KURU /1 ZONING SITE PLAN S'\— SCALE: 3/32" = 1•—O" RIZZO AND Rizzo DESIGN • BUILD SE �F•F��q� yh .�; tL S !F �o 9�: An95332 .� SHRED AaGa� seal: valid only with red sign< RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Rut ger Sireai WI.. New York 13501 (315) 525-7111 FLORIDA A R95332 15 ROYAL PALM WAY, 401 BOCA RATON , FLORIDA 33432 )561) 541-1279 ff1h11I1n116g,dI—m revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: ZONING SITE PLAN drawn by: checked by: MSR MSR date: Scale: 06/01/20 AS NOTED drawing number: SK -10F2 STATE LAW PROHIBITS ANY PERSON FROM AITERINC ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 © 2020 SHADED AREA REPRESENTS DEMO AREA OF (— — EXISTING HOUSE L / 1,342 SF \ Il � I ll� II \ L// 16.79 SF I �I I �I I �I 1 DEMO DIAGRAM S K — 2 SCALE 3/32' 1'-0" 7S ����b�ll �f l�i�lil lei g�vGfn j_1 HATCHED AREA EQ. NEW 2 NEW VS EXISTING DIAGRAM SK -2 SCALE: 3/32" - 1'-0' y 21'-1" RIZZO AND Rizzo DESIGN • BUILD �0" 90'; AR95002 /V sTFREO ARO'a\ seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE 1OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO 8L RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RO-Sheel Utica, New Y-1- 1 -1351 131 51 525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON, FLORIDA 33432 15611541-1279 michaelri=Ogmail.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 FOR FAR drawn by: checked by: MSR NSR date:scale: 06/09/20 AS NOTED SK -2 2 STATE LAW PROHIBITS ANT PERSON FRO' ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 @2020 ������ III, �� r----, r -'��I ��_L--- LL I Fi L_�� I L ----J L , _:U 1 u I ��F-------,I' 11 II �� II 1 ��X��I��--=\�� --  JI LL��z��J% r tet- II _ LT u Li Oy L--- I I I l L--- LJL__ Lau L--- li ��ILVJO L----=-��--_ I�� IL_ I L��JJ_r T -I ���� L moi L L_J L----V--L-I EXISTING TO BE REMOVED TYPICAL 2 PROPSED DEMOLITION PLAN BATH F ��. INI AI ENTRY Rizzo AND Rizzo DESIGN " BUILD U L u KITCHEN - DINING ROOM" LIVING ROOM J seal: valid only with red signature t THIS DRAWING 15 THE PROPERTY OF RIZZO AND RIZZO INC. IT IS AN INSTRUMENT OF SERVICE BATH O NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION, i��j BEDROOM OD FRAMED ENCLOSED 1 EXISTING FLOOR PLAN A 1 SCALE: 3/32" 1'-0" 2 PROPOSED DEMOLITION OVERLAY PLAN A 1 SCALE: 1 8 = 1  0 RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW TORR 033792 301 Rutger Street Utica, New Y1 13501 (315)525-7121 FLORIDA A R95332 15 ROYAL PALM WAY. 401 SOCA RATON 43 , FLORIDA 332 (561) 541-1279 michoelsOno@gmaii.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 EXISTING FLOOR PLAN DEMOLITION PLAN DEMOLTION OVERLAY PLAN Idrawn by:I checked by: ' MSR MSR 06/01/20 1 AS NOTED drawing number. A-1 of 4 STATE UW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR TME ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 � 2020 65'-9" %11 47'-8" 1 PROPOSED FLOOR PLAN„ 7'-811 14'-8" RIZZO AND Rizzo DESIGN • BUILD seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RUtger Street Utica, New York 13501 1315) 525-7121 FLORIDA A R95332 15 ROYAL PALM WAY, 401 BOCA RATON. FLORIDA 33432 (561) 541-1279 mi chael SfiIIo@gmail. cam revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 GRN FLOOR PLAN drawn by: checked by: MSR MSR date:scale: 06/07/20 3-16" = 1•-0" drawing number: A-1 OF 4 STATE IAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 © 2020 . ___ - — _.. -_ -- - .... -__. BATH CABANA IGUEST BEDROOM 0 0>< -2 :i STUDY CLST „CLST CLST MASTER BEDROOM -0„ 2,17r } 1 - POWDER 71 r I I I I I I ' CK I I I # I I 1 I ENTRY FOYER LIVING ROOM DEN I FRONT PORCH o I I I I SHADED AREA REPRESENTS I I THE FOOT PRINT OF THE L K EXISTING HOUSE -- - - E OVENS WD F - COVERED "I _ ____ ___ __ VV 777 �� /�i i - --- --- --- - . -- PATIO L- TV 1 1 I I BREAKFAST `----- 1 00 .... I 1 I s I I I I I N L_--__1__---L_____� II I I KITCHEN i DINING ROOM I I I I I I -----------T--_T_____T----------------- 'I r ------ I DW I 1 I i I I WINDOW SEAL j ------------- i 47'-8" 1 PROPOSED FLOOR PLAN„ 7'-811 14'-8" RIZZO AND Rizzo DESIGN • BUILD seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RUtger Street Utica, New York 13501 1315) 525-7121 FLORIDA A R95332 15 ROYAL PALM WAY, 401 BOCA RATON. FLORIDA 33432 (561) 541-1279 mi chael SfiIIo@gmail. cam revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 GRN FLOOR PLAN drawn by: checked by: MSR MSR date:scale: 06/07/20 3-16" = 1•-0" drawing number: A-1 OF 4 STATE IAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 © 2020 Y Y IU V Q Q 12 LI� ( 6 12 rr = at ' Rizzo AND RIZZO r �s o L` DESIGN BUILD O Lf)o a V) Q FLORIDA NEW YORK W N Z O d _I WLLj w 'C "EL OF•FLO I h•� L sR G 9 Lq n � d •: An95332 jL1 2 mc'•. �� i 4 I ' 6 0 12 n sr •.......... �. w FRED•PPG z --16 J seal: valid only with red signature THIS DRAWING IS THE PROPERTY OF RIZZO AND RIZZO INC. IT IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. �FHi 6 J d O I o> 1 NORTH ELEVATION (LEFT) 2 WEST ELEVATION (FRONT) — 2 SCALE: 3 16 =1 0 —2 SCALE: 3/16"=1 0 RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301R01911 Sire el Utica. Naw York 13501 (315)525-7121 FLORIDA AR95332 15 ROYAL PALM W AY, 401 BOCA RATON. FLORIDA 33432 (561)541-1279 ._haeluiuosgmoil.com 12 12 revisions 6 16 �® ®® project title: POWELL RESIDENCE ADDITION DE M 12 6 4225 N. COUNTY RD GULF STREAM, FL 6 12 33483 6 drawing fifle: o PROPOSED ELEVATIONS Igoi .n ®®® ® drawn by: checked by: ® MSR MSR date: scale: 06/01/20 AS NOTED drawing number. A-3 of 4 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT 3 EAST ELEVATION (REAR) 4 SOUTH ELEVATION (RIGHT) IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS _ ARE MADE THE LICENSED PROFESSIONAL V11— 2 SCALE: 3/17=17 SCALE: 3 16 =1 0 v • FULL EXTENT AL THE ALTERATION ON THE !� _ .'. '\'J MUST SIGN, SEAL. DATE AND DESCRIBE THE Y1 DRAWING AND/OR IN THE SPECIFICATION. 01tvr ni ., L JOB NUMBER: 505-2020 ©2020 1 PROPOSED ROOF PLAN — 3 SCALE: 3/16" = 1'-0" RIZZO AND RIZZO DESIGN • BUILD seal: valid only With red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 307 Rut 'Sheet Utica, New York 13501 131 51 525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 ROCA RATON , FLORIDA 33432 15611541-1279 michoelsriao®gmdl.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: PROPOSED ROOF PLAN drawn by: checked by: MSR MSR date:scale: 06/01/20 3-16" = 1'-0" A-4 of 4 STATE LAW PROHIBITS ANT PERSON FROM ALTERING ANYTHING ON THIS DRAWING ANDTHE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL DRAWINN TENT OF THE ALTERATION ON THE G AND/OR IN THE SPECIFICATION. i N. COUNTY ROAD 2 PROPOSED LANDSCAPE PLAN L— 1 SCALE: 3/32" = 1'-0" • ' • • • •• • IN. 1-111 RVAAL` 1 EXISTING LANDSCAPE PLAN L— 1 SCALE: 3/32" = 1'-0" RIZZO AND RIZZO DESIGN • BUILD ,S� OF F(09i gP•.�"Et s •'•.O T1; AR95332 :U NAME SCIENTIFIC NAME srFREDAPG�\ ,UM RAVENALA MADAGASCARIENSIS SYAGRUS ROMANZOFFIANA LM PHOENIX ROEBELENII seal: valid only with red signature 1LM ADONIDIA MERRILLII THIS DRAWING IS THE PROPERTY OF RIZZO AND A DYPSIS LUTESCENS RIZZO INC. IT IS AN IN57RUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART HEDGE PODOCARPUS MACROPHYLLUS WITHOUT EXPRESSED WRITTEN PERMISSION, FICUS BENGHALENSIS _ CLUSIA GUTTIFERA RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Ralger Steel Utica, New York 13501 (315) 525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON , FLORIDA 33432 (561)541-1279 michaelsmo®gmoiLcom revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: EXISTING LANDSCAPE PLAN A PROPOSED LANDSCAPE PLAN drawn by: checked by: MSR MSR date: scale: 06/01/20 AS NOTED drawing number: L-1 of 1 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING ANO/OR tN THE SPECIFICATION. JOB NUMBER: 505-2020 © 2020 t t / .• ; F � /jf/.i'LI� �'. � • l� r"' fir• � -?� - � 1 . ' 1 w �� �y � "' 1 !r,s .,ted,._ »e_ � l� ♦ ' ...� * 'e ;�. ..' "� _ /mss 'R •� (� L � STT If �( O •y1 3 s 4 A�'�T��i'y ! _fl- 1���'t i _��I�Y IM x I AA I A^ Wili'�`� Ar iv TK Wow 07 MAI pp ii 13 - UP -om -oM �N >� o ��� 0 57.00' _ „ o Hm +� 4 0� _. Q w o .0 r ``nn Q c0 cn (3) % co U ,..,,w n i cr- - T it > mv0F,; = a Q I i 0 m z --1 uj a0oww ZQ U U W zw w�Un p 16.2' L6 cn x a s (/� N a F- w Ly UJ (o coF- w ti 2.4'� W _ c co ui ui 2.4'`r Q I � I OAF10.4' 10.4' _ w o Q) z06_o ©I<> °� �o a N m 7.1' r- i 9.9' = w Q N LL Lu 11.1' 4.0' CLW 0:CLCA z Wok :- 10.0' vWi� �a°ocwUD gujo2wWy `t I owoz°w Lu 14.8' - 2Wti� I+i _ Lo m O � QWZQiW ^O 00�O O v u'.v�oom �� �Z �mco mc�' N Ames �Lij W?J �Z2 ? WZui W�Lu QO AZO Ohm S t <,,. ,; Q. J= ZZM J 0 �vWaO�vWj 000 LL�J a �`b O�JW �O Z W WCZ ' ��°� �OU�Q OWCCm WU�,Q��ZQ -- J O O o; w --.------- } - - — - — - r — - 0 m O a 57.00' o� �ZVO 56.0 D (P) (M) 'a i ,� 55.00'(P) a W w a of NORTH COUNTY COAD 54.93'(M) � � zA< ----Jj,---- IMPROVED W �_ M O Q 56.00'(P) O >- Z a 9 5 Z 2 Z 56.01 '(M) Z_ W w Po Z cn�F" Z ° o °> F O� W ZLL W W � � ; zW z = Q'a rr Ya i0Z�/=^acL j O �a�� �Sy0 W __.__ ��Y VV Z xz: PROF BUILDING ADDRESS: 4225 N COUNTY RD. GULF STREAM, FL 33483 ZONING DISTRICT: NORTH SOUTH EXISTING NON CONFORMING LOT CODE EXISTING PROPOSED NET EXISTING LOT SIZE 5693 MAX FLOOR AREA 2500 1308 2,392 70-72(a)(1). Because lot is legally established and is less than 7,576 square, upto 2,500 sf of floor area is allowed via special exception. Net floor area is per Gulf Stream code not actual total or under air square footage per Plam Beach County Appriaser 70-7(a) PROPOSED ADDITION FRONT PRINCIPAL IMINORACC. 30 21'6" 23'7" <Than exist 25 NA 1 22'-2" ISteps of front porch PRINCIPAL 10 10' and 9.9' 10' and 9.9' SIDE MINOR ACC. 10 NA NA IMINORACC. 1.4' 6'-11" 6'-11" Mecnical equipmet 70-75 (2)(e)(1) Lot Width = 57'-0". Total of both set back shall be min 20% or 11.4'= 20 exists. Minor Assessory structure one side must be 10' the other can be 1.4' off the side property line minor accessory. REAR PRINCIPAL 10, 1IMINORACC. 10' 251-111 INA" I Zoning district at rear lot is RM Multiple Family Residential. Per Sec 70-75(d) (1) min setback for Principal and Minor Accessory shall be 10' EXISTING PRINCIPLE STRUCTURE EXISTING MINOR ACCESSORY STRUCTURE PROPOSED PRINCIPLE STRUCTURE ADDITION PROPOSED MINOR ACCESSORY STRUCTURE ADDITION N. UUUIV I T KURU 1 ZONING SITE PLAN SAM K — SCALE: 3/32' = 1'-0" Rizzo AND Rizzo DESIGN 0 BUILD (E OF•F(� qP.•' Ei S. gip R''•.y !� r' An95332 .v SrFRED.i.. seal: valid only with red signature MIS DRAWING IS THE PROPERTY OF RI2ZO AND RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Rdger Street Utica. New York 13501 13151525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 60CA RATON . FLORIDA 33432 (561)541-1279 michoelsrino®gmdl.com revisions project ttle: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: ZONING SITE PLAN I drawn by: checked by: ' MSR I MSR 06/01/20 1 AS NOTED SK -10F2 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 1 © 2020 SHADED AREA REPRESENTS IQ== DEMOAREA OF EXISTING HOUSE 1,342 SF I UI �RI I — — L L—J I I � II 1 DEMO DIAGRAM SK -2 SCALE: 3/32" = 1'-0" IIIIyII II � 16.79 SF Ill Ill II HATCHED AREA EQ. NEW 2 NEW VS EXISTING DIAGRAM SK -2 SCALE: 3/32" - 1'-0" 21'-1" RIZZO AND Rizzo DESIGN • BUILD PSE S��9i ,O 51�. AR95:L32 :� �;•.. : �� ............. ED.P seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE TOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301RWg,, Street Utica. New Yak 13501 1315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY. 401 BOCA RATON . FLORIDA 33432 (561)541-1279 R11ChoeIR1IIOBgTOII.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 FLOOR DIAGRAMS FOR FAR drawn by: checked by: MSR MSR date:scale: 06/09/20 AS NOTED SK -2 2 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE ULL FEXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 © 2020 ----7r— I Ij I IIT Wiul 6 I l_ 11 Ij L-------II III t_,ILL _J) II I r--Tr---- j II I I u oy� 558.57u SF —d�yF�, I = -I SII P I I I it --Tr — L---�r�r----J r l( )IL II II II II SHADED AREA REPRESENTS IQ== DEMOAREA OF EXISTING HOUSE 1,342 SF I UI �RI I — — L L—J I I � II 1 DEMO DIAGRAM SK -2 SCALE: 3/32" = 1'-0" IIIIyII II � 16.79 SF Ill Ill II HATCHED AREA EQ. NEW 2 NEW VS EXISTING DIAGRAM SK -2 SCALE: 3/32" - 1'-0" 21'-1" RIZZO AND Rizzo DESIGN • BUILD PSE S��9i ,O 51�. AR95:L32 :� �;•.. : �� ............. ED.P seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE TOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301RWg,, Street Utica. New Yak 13501 1315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY. 401 BOCA RATON . FLORIDA 33432 (561)541-1279 R11ChoeIR1IIOBgTOII.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 FLOOR DIAGRAMS FOR FAR drawn by: checked by: MSR MSR date:scale: 06/09/20 AS NOTED SK -2 2 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE ULL FEXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 © 2020 / II f: F' II Irr , I I I -----J L -::u l u - -------JI L—�ILLv=z ml u u Oy II ill If — 2 y e7"e_ — L -- ==J I � I � I I I I I I I ___ \`� LL---g—�----_� li 11L tr _ `� I II IIIL— JI I LUQ_I L / L_J EXISTING TO L��J BE REMOVED II \ II TYPICAL 2 PROPSED DEMOLITION PLAN A-1 SCALE: 3/32 = T-0" i 1 EXISTING FLOOR PLAN„ A-1 SCALE: 3/32" = 1'-0" GUESTBEDROOM �+ • L� I N I I I I JI l I I I II I i II u ISI I II II I I 1 I II 1 EXISTING FLOOR PLAN„ A-1 SCALE: 3/32" = 1'-0" GUESTBEDROOM �+ • L� I N I I I I L I Ill ENTRY FOY6rR� II II I I 1 I II --7-DW-T�a�T-- 2 PROPOSED DEMOLITION OVERLAY PLAN MASTER BEDROOM Rizzo AND Rizzo DESIGN 0 BUILD seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE 'OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCA RB Architect NEW YORK 033792 301 RWger Street Utica. New York 13501 (315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON . FLORIDA 33432 15611 541-1279 michaelsdno®gmail.com I Ill II II I I —� KITCHEN I i � II --7-DW-T�a�T-- 2 PROPOSED DEMOLITION OVERLAY PLAN MASTER BEDROOM Rizzo AND Rizzo DESIGN 0 BUILD seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE 'OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCA RB Architect NEW YORK 033792 301 RWger Street Utica. New York 13501 (315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON . FLORIDA 33432 15611 541-1279 michaelsdno®gmail.com JOB NUMBER: 505-20201 © 2020 I Ill II II I I —� project title: LIVING ROOM DEN POWELL RESIDENCE ADDITION 4225 N. COUNTY RD J:PATIO GULF STREAM, FL 1i 33483 JR �NJ drawing ti11L: EXISTING FLOOR PLAN L DEMOLITION PLAN DEMOLITION OVERLAY PLAN REAKFAST pl II drawn by: checked by: ISI MSR MSR I DINING ROOM date: scale: @I 06/01/20 AS NOTED drawing number. WDW SEAT ------- q-1 of 4 STATE IAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE GULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 © 2020 65'-9" a N BATH CABANA I IGUEST BEDROOM >< OD O O>< STUDY CLST _ CLST 2'-0" CLST >< MASTER BEDROOM POWDER -I F— I I I I I I I I I I I I I I I ENTRY FOYER LIVING ROOM DEN FRONT PORCH o I I I I I I I I I SHADED AREA REPRESENTS THE FOOT PRINT OF THE ". L-� -- EXISTING HOUSE j WD K LJ �- _-_ ___--_ __- COVERED / -_------------- - PATIO TV I I I ----- —U7—� BREAKFAST `----- oo I I I I f KITCHEN i i' DINING ROOM I , ----------------------- I DW I I I I I I WINDOW SEAT j ------------ -------� 47'-8" 1 PROPOSED FLOOR PLAN — 2 SCALE: 3/16" = 1'-0" 7'-8" 14'-8" RIZZO AND Rizzo DESIGN • BUILD seal: valid only with red signature RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Rutg2 St—t Utica. New Yoh 13501 1315) 525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RAiON FLORIDA 33432 15611 541-12]9 miChaelniz 4gmail. com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 GRN FLOOR PLAN drawn by: checked by: MSR MSR date:scale: 06/01/20 3-16' = 1'-0" A-1 of 4 STATE PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AN DNLE THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 © 2020 IUY y V Q Q 12Ld 12 ~ 2 6 16 _ = RIZZO AND Rizzo O DESIGN • BUILD x N Q 0 FLORIDA NEWYORK W � Z O a I oEd ® S LO9i ® ®® N r0�G1. R9 � In '" •O 11�, AR9533E :U I 12 O _. p N GY/S�FR6D.ARG�\�4� -1 6 12 W z�6 J seal: valid only with red signature THIS DRAWING IS THE PROPERTY OF RIZZO AND RIZZO INC. IT IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. 2 Ell J l]_ O I m 1 NORTH ELEVATION (LEFT) 2 WEST ELEVATION (FRONT) L SCALE: 3/1 =1 0 RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Rage'St-1 Ufica, New Yoh 13501 (315) 525-7121 FLORIDA AR9%2 15 ROYAL PALM WAY, A01 BOCA RATON, FLORIDA 33432 (561)541-1279 _rioe1sri-9gmailco, 12 1 6 12 revisions 1 6 project title: ®� ®® POWELL RESIDENCE ADDITION EIE w 12 0 6 4225 N. COUNTY RD GULF STREAM, FL 612 33483 6 drawing title: 0 PROPOSED ELEVATIONS i in ® ® ®® ® ® drawn by: checked by: MSR MSR date: scale: 06/01/20 AS NOTED drawing number. A-3 of 4 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED 3 EAST ELEVATION REAR 4 SOUTH ELEVATION (RIGHT) PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL — 2 SCALE: 3 i6 =1 0 �, +i� i` 1'1 FULL E%TENT OF THE ALTERATION ON THE SCALE: 3 16 =1 0 y V po, L tom.0 DRAWINGMUST NANDOF DINT THE ALTERASPECTE AND IONIBE JOB NUMBER: 505-2020 © 2020 1 PROPOSED ROOF PLAN — 3 SCALE 3/16" — F -50-- 0 RIZZO ANDRizzo DESIGN 0 BUILD seal: valid only with red RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK D33792 301 Ringer Street Utica. New York 13501 1315)5257121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 SOCA RATON , FLORIDA 33432 1561)541-1279 michaelsriaoogmail—m revisions project tRle: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 ROOF PLAN Idrawn by:I checked by: ' MSR MSR 06/01/20 I 3-16' = 1'-0' drawing number. A-4 of 4 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION, JOB NUMBER: 50,-2020r;2020 ��N . G \            71 I \ I I / ��Do I / FFE 25.25' \ _ _ _ --        i---- �� _��- I n J IV -- 1 PROPOSED GRADING PLAN a C  1 SCALE: 1/8" - , "  D" 1 Itis U 11 a It Il 11 1 1 Il I1 1 1 Il I1 1 Il RIZZO AND Rizzo DESIGN " BUILD seal: valid only with red signature HIS DRAWING IS THE PROPERTY OF A= AND RIZZO INC. IT IS AN INSTRUMENT OF SERVICE OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Rutger Street t t' New Yq 13501 (315)525 7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON, FLORIDA 33432 (561) 541-1279 TYCV_lsnaoC`gmoiLc om revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD I GULF STREAM, FL 33483 GRADING PLAN drawn by: checked by: MSR MSR date: scale: 06/01/20 3-16' _ ," -0' drawing number. C-1 OF 1 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AN DTME ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADETHE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 1 � 2020 EXISTING BABYAN TO REMAIN TO REMAIN / PORCH PLANTING TBD f ■ PLANTING TBD — — — I I I PLANTING TBD I N. COUNTY ROAD ' 2 PROPOSED LANDSCAPE PLAN RIZZO AND Rizzo DESIGN • BUILD yqo'. AR95332 :U NAME SCIENTIFIC NAME sTFREDAPC�\ >LM j RAVENALA MADAGASCARIENSIS SYAGRUS ROMAWOFFIANA LM PHOENIX ROEBELENII Seal: valid only With red signature ALM ADONIDIA MERRILLII THISDRAWING ISTHE PROPERTY OF RIZZOAND 11 DYPSIS LUTESCENS RIZZOINC.ITISANINSrRUMENTOFSERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART HEDGE PODOCARPUS MACROPHYLLUS WITHOUT EXPRESSED WRITTEN PERMISSION. FICUS BENGHALENSIS E CLUSIA GUTTIFERA • � • • • •• • I\. \.VVI\1 I RVHV 1 EXISTING LANDSCAPE PLAN RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Ralger St—t Utica, New York M01 (315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BCCA RATON , FLORIDA 33432 (561)541-1279 michaem=@gmail.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: EXISTING LANDSCAPE PLAN PROPOSED LANDSCAPE PLAN drawn by: checked by: MSR MSR date: scale: 06/01/20 AS NOTED drawing number: L-1 of 1 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN TME SPECIFICATION. JOB NUMBER: 505-2020 © 2020 LEGAL DESCRIPTION A PARCEL OF LAND IN GOVERNMENT LOT 2, SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE PARALLEL TO, AND 10 FEET EAST OF, THE WEST LINE OF SAID GOVERNMENT LOT 2, WITH A LINE PARALLEL TO, AND 1974.94 FEET SOUTH (MEASURED AT RIGHT ANGLES) FROM THE NORTH LINE OF SAID GOVERNMENTAL LOT 2, THENCE EASTERLY ALONG SAID LAST DESCRIBED PARALLEL LINE, A DISTANCE OF 100 FEET; THENCE SOUTHERLY, PARALLEL TO SAID WEST GOVERNMENTAL LOT LINE, A DISTANCE OF 57 FEET; THENCE WESTERLY, PARALLEL TO SAID NORTH GOVERNMENTAL LOT LINE, A DISTANCE OF 100 FEET TO A POINT IN SAID FIRST DESCRIBED PARALLEL LINE; THENCE NORTHERL ALONG SAID FIRST DESCRIBED LINE, BEING THE EAST LINE OF A COUNTY ROAD, A DISTANCE OF 57 FEET TO THE POINT OF BEGINNING. NO BODIES OF WATER LOCATED WITHIN 75' OF THE SUBJECT PROPERTY LINES WATER METER FOUND 1/2" IRON ROD cnFOUND 1/2" NO I.D. 0 o IRON ROD x��� x`L� NO I.D( FOUND 5/8" -°IRON ROD SEPTIC 22W ; k�2 X o LB #7689 ATT �`j 3 o L RISER � s UTILITY UNDERGROUND ELECTRIC p ^ �p0 ELECTRIC /POLE 11' p30 100.00 1�3 1.41- �l f_ SET 1/2" IRON ROD NAB #7893 PAVEr: o {x L o2Q `L�' WATER \� AVER B� � � ,pix h'�� METER "BRICK N `C7RIV p 2N' x i CL�00 11 Cly 24.4' 13� I X f SITE BENCHMARK '' F.P.L. k EL.=21.57 �� METER o k�15.7' �ktiy1 k2� 2 j < i 1 31 'i W1 T�R ;� o n�. a� �, 6ti 2 5 g �� i 12.7 BUILDING �r �oo PAVERS, 'VALVE J x -! p `L`' 'La' `-� F.F. EL.=25.25 12.6' 6.1'x; 5.5' �� 0 0 g0 FIRE -- �'N0 ,� - 6.4' ti; Tp� - HYDRANT y5 k D1 I k''L`l o F x 21• ��'` j - 18.0PAV ' ERS k�0 g` ?° ` O PAVER 0.7 �, BRICK Vin' X�Oc�3 AO_ 2 �'s, �p0 Q r , IVE 5 SEPTICS coo co tk 3 LOk . /,� ET 1l2" 0.3 IRON ROD t0� Opp0,0 PROPE RT`f 0.4 100.00 ORNE_. - LB #7893 R FALLS IN / o ASPHALT N ><I k r X 1 k __ X10 t Tp0 w `LRO g. �p J ,1 ' FOUND 5A ,w IRON ROD LB#35 X10 R_ * `DI SEPTIC 10A0 k NOTF,S WATER METER 1. LEGAL DESCRIPTION PROVIDE BY CLIENT, 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE. 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY. 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED. 0 wN J U co cfir-ri ;., ri LOCATION MAP NOT TO SCALE ORIGINATION BENCHMARK PALM BEACH COUNTY BENCHMARK "Q315" N.A.V.D. ELEVATION = 14.05' LEGEND SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. (SIGNED) KENNETH J.OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 0 od co m W 0 � ►-� 0 w > � w Q a) CO) L a "' w Zx� aW co O Z � � Lo N N d'+ C-18850 X03-10-2020 of 1 1"=20' Q O O G U� o � H o W o o cn n p W A/C AIR CONDITIONER �y B.F.P. BACKFLOW PREVENTER X03' C.B.S. CONCRETE BLOCK STRUCTURE EL. ELEVATION F.F. FINISHED FLOOR I.D. IDENTIFICATION L.B. LICENSED BUSINESS M MEASURED N.T.S. NOT TO SCALE N&D NAIL & DISC N.A.V.D.NORTH AMERICAN VERTICAL DATUM N.G.V.DNATIONAL GEODETIC VERTICAL DATUM �03Z0 OFFICIAL RECORDS BOOK O.R.B. LAT PSM PROFESSIONAL SURVEYOR AND MAPPER P.R.M. PERMANENT REFERENCE MONUMENT PG. PAGE P.B. PLAT BOOK PK PARKER KYLON NAIL R RADIUS TAN TANGENT T.B.M. TEMPORARY BENCH MARK q CENTERLINE AND # NUMBER A DELTA OR CENTRAL ANGLE CONCRETE SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. (SIGNED) KENNETH J.OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 0 od co m W 0 � ►-� 0 w > � w Q a) CO) L a "' w Zx� aW co O Z � � Lo N N d'+ C-18850 X03-10-2020 of 1 1"=20' Q O O G U� o � H o W o o cn n p W Application Area Required (Square feet 226 Emitter Discharge Rate (GPH)Rh4aximum = 1.5GPH) 0.90 Emitter Spacing (i no), a) 12 Space between D6ppedine (feet) 2 Total Amount of Bioline" Required (feet)' 113 Total Number of Emitters in the Dripfiale 113 Total Amount of Bioimx Provided (feet) 160 Total Number ofEmiters Provided in the Dripfield 150 Flush Velocity 2.6 Net Pressure (psi) 25 Minimum Operating Pressure at Emitter Head(psi) 10 Maximum Operating Pressure at Emitter Head (psi) 45 Maximum System Operating Pressure (psi) 60 Estimated Pump Flow Rating (GPM) 20 Size of Supply & Manifold Pipe (Inches) 1.25 Type of Supply & Manifold Pipe PVC S080Length of Supply Line & Supply & Flush Manifolds (feet) 170 Elevation Charge from Pump to Dose Tank Outlet (feet) 02 Elevation Change from Dose Tank to Drip Field (feet) 1.0 Zone Information h0 Numberof Zonas' 1 Number of Daily Dosings Per Zone 24 Total System Dosing Events Per Day 24 Arrountof Bioline Per Zone(foet) 160 Number of Emitters Per Zone 160 Minimum Number of Laterals Per Zone` 2 Maximum Number of Laterals Per Zone 12 Number of Laterals That Will be Used3 ry0. Maximum Length of Bioline° Laterals Based on Hot Pressure 137 Flow Rate Per Zone (GPM) 2.25 Holding Capacity of Drippedine Per Zone (Gallons) 2.0 Additiona l Flow Requirems nit to Accommodate Flushing Velocitq 6.0 Holding Capacity of Piping = 25.25' NAVD Holding Capacity (Galkm) of Supply Line & Supply & Flush Marvfolds 11.3 Holding Capacity (Gallons per Zone) of Bioline 2.0 Holding Capacity Gallons) of Supply Lina. Manifolds and Ddpperline' 13.3 Head Loss Data - Flushing Cycle ,Ln rn� �rn Friction Loss per 1 00'(psi) in Supply Line & Manifolds 0.6 Velocity (fps) 2.1 Friction Loss in Supply Line & Supply Manifolds (psi) 1.1 Friction Loss in Supply Lim & Supply Manifolds (Feet of Headf 2.5 Additional Pressure Required for Return Manifold and Piping to Tank (psi) 12.0 Additional Pressure Required for Return Manifold and Piping to Tank (Feet of Headj 27.7 TDH (Total Dynamic Head in Feetof Head) 89.2 TDH (Total Dynanic Head) in psi 38.7 Tonal System Dosing Events Per Day 24 Pump Selection J Pump Flow Rating (GPMj 8.3 TDH (Total Dynamic Head in Feet of Headj 89.2 Pump Marwfacturer HOOT BLASTER Pump Model H-20EB105 EnvtroDesign RESIDaTTIAL SEPTIC TANS CALCULATIONS Associates ru: 42_25 N C01,\TY RD GULF STREAM (20026) .a 61V2020 Gil I D"W for 1744 sf.fAC tiling area a, ndr-d on mehit- ural pLtu 2. Pm S.ib Lnea . M -in- French Leadmg Rate = 0.8 GPD/,f Typc of System EV]DRIPMIUOA710! or ❑AIno,P Isra HOOT -IO W PE'15 p Noor- o0 PBS Floe Rate: (Pet Table I of64E-6.,m8Io mntih resdetnrs with ftb,3 becho of brtw 1,201 =fend 2.250 st.f li,* arra nmst prick tun !tori .1`300 GPD -» I I.m Rate - 300_.pd + (x(,0) - 300.00 Therctine, Flow Rate = 300 GPD APPIJC'AI ION AREA REQ']( = (300 GPD 10.8) S 60% = 226 Squme Feet of DruinBeld DRAINFIELD AND UNOBSTRUCTED AREA ELAS BEEq REDUCI D BY 40% THROUGH TILE USE OF A HOOT H-600'AND' AEROBIC TREATMENT UNIT AND DRIP IRRIGATION. 225 Square r-t.flhnmtkkl I Z.-(,) ofDrip I»isacitm 33S Square Feet of U-bsuveted Ares Sepomle Lash Tank Rrtj d (low -it. 111,.[ 600) 100'AND HOOT A-hic Trealn-t Ur t n­nh Mm. 1 13 TP o1`0.9 sph snb-f- drip ir*atm tune. OT BLAST ERMode1H-20EBL05 Pmnp f1:ALL: 150 LF .1d,4, utigatnn Ime wah m 1 -(0. ,Aha t.ml.t 150 drip Mads (0.9 Eph each) R-thn?tba'Nate=135 gph.r __epnt Tetal(135 PEK/GNF) SINN bLliLUI LL: (24 LQL:AL I1G_NL.) PLRUAY ) ap Gn d'nnr: 5.57 AIiaates TS<TaJrp..i225gpmx24EgmID,;Per DAy) nP 0 Free: 54.43 3iinutes 1YYFAL: 300.8 GPDIPFR DAY WATER It: 95 x O. 1 3> LL O x'`88 .s93N h0 NO BODIES OF WATER LOCATED (WITHIN 75' BUILDING-- FOOTPRINT xryA' d6 ryx I 0 A OFANY OF THE SUBJECT PROPERTY LINES. EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE 90 .s0 x ryA AO a xq"y. o xryry•(O xry0.ry0 xryA�O xryA u A O� ,L2 ryry'x ' z ry0. SEPTIC Aye xry ryR, ryy Ory'S A Ao O X w N PLAN PAGE DETAIL PAGE ryry� ryd = 25.25' NAVD �❑ ❑ UFUTY UNDERGROUND v ELECTRIC opkA /1.1' A -yo - rry._ ._rn _� _.� _ .-_.:.�:.x1� IP 14' A06 _ _ _..am, w O 10.0 _. m O>Si-.__ _._ POLE rn _ k A� ry�l�;ri rn --- 1_ ry� rn `"' ,Ln rn� �rn w ry 88 rn�rn-m- }x �rn�rn� rn m rn 3i'L\ F.P.L.y'S METER "S3 WATER 0.8' _ ME_TER4 II --'ik. .___ -.- ._.. _ x ___ -- AO - a ryry0 lirdry N SI ' 1 h ryA. EXISTING 5 I 3 It: 95 x O. 1 3> LL O x'`88 .s93N h0 N.T.S. BUILDING-- FOOTPRINT xryA' d6 ryx I 0 A EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE o o Q � A 1D 8k x1� ry0. It: 95 x O. 1 3> LL O x'`88 .s93N 0.7 rn' - - _._.•_. _ SOIL BORING2 x� m ry05� .y0 0.47 SOIL BORING #1 EL = t24.0 EL = ±23.5 APPROX LOCATION OF EXISTING SEPTIC TANK AND DRAINFIELD TO N BE REMOVED/ABANDONED IN a ACCORDANCE WITH FAC 64E-6 �9�A k 90 xry08A xry, 80 OO A 8p xryry' xryry ,' xry000 xry,DO Xryry' 888 O SEPTIC ry, 4(8 11 'ls8 ry03 NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. METER ju- Know what's below. 0811 before you dig. Site LOCATION MAP N.T.S. BUILDING-- FOOTPRINT xryA' d6 ryx I 0 A EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE o o DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE EXIST. FF EL ry� 5.9• de 6� ryR, / A Ao O X 1 1 PLAN PAGE DETAIL PAGE ryry� ryd = 25.25' NAVD J H-600 ry� 1 3.a xrtd. TANK ' 5 ,51� o ry,4F"J / a ry, lirdry N 5.3' A ry,Z � ryA R` � Az J Pi 0.7 rn' - - _._.•_. _ SOIL BORING2 x� m ry05� .y0 0.47 SOIL BORING #1 EL = t24.0 EL = ±23.5 APPROX LOCATION OF EXISTING SEPTIC TANK AND DRAINFIELD TO N BE REMOVED/ABANDONED IN a ACCORDANCE WITH FAC 64E-6 �9�A k 90 xry08A xry, 80 OO A 8p xryry' xryry ,' xry000 xry,DO Xryry' 888 O SEPTIC ry, 4(8 11 'ls8 ry03 NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. METER ju- Know what's below. 0811 before you dig. Site LOCATION MAP N.T.S. LEGEND: PROPERTY LINE EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DENOTES AREA OF SEPTIC DRAINFIELD 60 A SECTION IDENTIFIER 1 1 PLAN PAGE DETAIL PAGE SEPTIC SYSTEM: HOOT -600 ATU WITH DRIP IRRIGATION 40% DRAINFIELD REDUCTION RESULTS IN A REQUIRED MIN DRMNF<EI.D SIZE OF 225 SF & MIN UNOBSTRUCTED AREA OF 338 SF. PROVIDED: INSTALL 232 SF OF EFFECTIVE DRAWFIELD AREA. INCLUDES 116 LF OF 0.9 GPH SUB -SURFACE DRIP IRRIGATION LINE. (342 SF UNOBST. AREA.) REFER TO SHEET 4 FOR DETAILS. BARRIER 00 xry� CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' -5 10 20 5 Is © COPYRIGHT 2020 BY ENMRODESIGN ASSOCIATES, INC. THIS DRA'MNG IS PROMDED FOR INFORMATIONAL PURPOSES ONLY. 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A OSTANT OF 6156 RET TO DE Po T O EEGTM.O 100aE5MffD Coum TD ft. _a R R !LAW OLD REPLEM N.11KA`LAL DILE A6tFAr.O" CO.P MAP OF AS—BUIL T SURVEY WE ACCRESS 5M MOXE RW atFSRWAR FLOWA 33W apwsnTM [YR. nAvuxl imp YC.CC M . lr a� PAUL D. ENGLE .w SURVEYOR h MAPPER /5706 Fritz and Tracy Souder 520 Middle Road Gulf Stream, Florida 33483 June 18, 2020 ARPB Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 To whom it may concern: In preparation for our meeting with ARPB next week, please let this letter serve as a reminder that we are seeking approval to simply replace the original 5'x30' 4 post dock that was part of the property when we purchased the home in 2018. We included pictures of the deteriorated 5'x30' original dock under separate cover. For the (proposed) 5' x 30' dock, the setbacks are approx. 8.2' on each side. The two piles from the original 4 post dock still remain. We plan on using those piles for the new dock as well. The piles are in good shape and are almost the width of the 30' dock. Our boat is a 27FT Chris Craft center console, and we will not be installing a lift for the boat. As you know, we have also spoken to our neighbors and they have no problem with this plan. Thank you very much for your consideration, Regards, 00- RECEIVED -4 ULU own of Gulf Stream, FL I coloo 77�• 77* i I N►w 1, D R wee _ � a. i'+C sslN -� � '4•., �� te'''e �w �. q,.+,ay�w•+�- r _ r V* _ r n _P' - INN e.'y 11 Ca Stn i tir t-t�F�Ir�S-`..- a - �t�, ..r� 1t!1031�^i2d s. M �FRO� Is$ �s ai f ti ��'� . 71k'= >S.L� � i - � y" �, '`��t r.JtFuiifaFittr � v •iT i. IG6. Iww«:fd±?` . r�� a`. S� ,S. �.. ' • ` �. aaETgjitj �i l�: ��y � ,, lL�e.����St� f ."�+ � � x �� ��'�i �° � { � ` tae E� ai 41El$IT a�� �t t tiii~ S � 4 xpfaw, .rar.: ;irt39g11 "iit�lgt ii t rt �A klw 6. TOWN OF GULF STREAM BALANCE SHEET & CASH & BUDGET REPORT Unaudited As of June 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 June 30, 2020- FY 2020 Summary and Highlights Ad Valorem distributions for Fiscal Year 2020 totaled $4,549,642.30, which is 98.51 % of the budgeted revenue for the year. R Due to the Covid-19 pandemic, sales tax driven revenue sources are down significantly for the months of April, May and June. We are currently anticipating a 50-70% reduction in these revenue categories through August. There should be minimal impact on the overall revenue income for FY 19-20 as our primary source of revenue for the General Fund comes from Ad Valorem Taxes. The Town has collected $5,239,537.80 in total General Fund revenues as of June 30, 2020. The Discretionary Infrastructure Tax Fund (PST Fund) currently has a balance of $235,838.91. This is one of the revenue sources that we seen a significant decrease in revenue distributions due to the Covid-19 pandemic. -I- Town of Gulf Stream Balance Sheet June 30, 2020 Liabilities and Fund Balance -2- General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 Assets Cash - Oper Account $57,023.01 $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 $7,528,732.01 $0.00 $0.00 $0.00 $0.00 Cash - Flagler Bank CD $273,208.91 $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 BankUnited 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 $10,396.10 $0.00 $0.00 $0.00 $0.00 Inventories $1,956.80 $0.00 $0.00 $0.00 $0.00 Penny Sales Tax MMA $0.00 $0.00 $0.00 $235,838.91 $0.00 Underground Proj Pymt Fund - Checking $0.00 $0.00 $102,720.65 $0.00 $0.00 Cash - Suntrust MMA $0.00 $0.00 $269,300.35 $0.00 $0.00 Assessment Receivable $0.00 $0.00 $505,724.85 $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 $2,405,253.22 $0.00 $0.00 $0.00 Accounts Receivable - Water $0.00 $43,663.68 $0.00 $0.00 $0.00 Accounts Receivable - Reserves $0.00 $9,004.24 $0.00 $0.00 $0.00 Accounts Receivable -Backflow Preventer Test $0.00 ($100.00) $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 $235,120.00 $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 T Bid $0.00 ($1,097,726.36) $0.00 $0.00 $0.00 Equipment and Furniture $0.00 $105,737.55 $0.00 $0.00 $0.00 Accumulated Depr - Equip/ Fum $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 $173,137.11 Total Assets $8,668,114.73 $4,309,807.36 $877,745.89 $235,838.91 $173,137.11 Liabilities and Fund Balance -2- Liabilities Accounts Payable Oper Fund due to Other Funds Accrued Compensated Absences FICA Taxes Payable FICA Taxes Payable FICA Taxes Payable FICA Taxes Payable FICA Taxes Payable Other Insurance Deductions Deposit:Damage Bond/Plans Deferred Revenue Accounts Payable Water Accrued Wages Payable Accrued Compensated Absences 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 Total Liabilities and Fund Balance General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 $3,169.39 $235.120.00 $0.48 ($38,198.84) $8,734.04 $2,589.44 $22,533.82 $3,144.02 $40.01 $47,500.00 $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 $0.00 $0.00 $458.92 $0.13 $1,052.92 $1,197.52 $4,260.00 $0.00 $284,632.36 $6,969.49 $17,820.00 $8,365,662.37 $0.00 $0.00 $0.00 $0.00 $0.00 $8,383,482.37 $0.00 $0.00 $0.00 $0.00 $3,889,204.73 ($124,282.84) $537,915.98 $4,302,837.87 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $505,725.33 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $505,725.33 $0.00 $0.00 $0.00 $372,020.56 $0.00 $0.00 $0.00 $372,020.56 $8,668,114.73 $4,309,807.36 $877,745.89 $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 $0.00 $0.00 $0.00 $235,838.91 $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 $0.00 $0.00 $0.00 $173,137.11 $173,137.11 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $235,838.91 $0.00 $235,838.91 $173,137.11 -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 June 30, 2020 Current Month Actual Budget Variance YTD Actual Budget Variance 2020 Budget $18,178.56 $384,873.00 ($366,694.44) $4,549,642.30 $4,618,484.00 ($68,841.70) $4,618,484.00 $0.00 ($13,750.00) $13,750.00 ($164,172.77) ($165,000.00) $827.23 ($165,000.00) $542.70 $208.00 $334.70 $1,853.89 $2,500.00 ($646.11) $2,500.00 $18,721.26 $371,331.00 ($352,609.74) $4,387,323.42 $4,455,984.00 ($68,660.58) $4,455,984.00 $0.00 $100.00 ($100.00) $125,410.95 $1,200.00 $124,210.95 $1,200.00 $85.00 $33.00 $52.00 $2,821.83 $400.00 $2,421.83 $400.00 $85.00 $133.00 ($48.00) $128,232.78 $1,600.00 $126,632.78 $1,600.00 $16,045.00 $6,666.00 $9,379.00 $55,130.00 $80,000.00 ($24,870.00) $80,000.00 $0.00 $25,000.00 ($25,000.00) $91,555.00 $300,000.00 ($208,445.00) $300,000.00 $16,045.00 $31,666.00 ($15,621.00) $146,685.00 $380,000.00 ($233,315.00) $380,000.00 $60.65 $208.00 ($147.35) $1,540.15 $2,500.00 ($959.85) $2,500.00 $60.65 $208.00 ($147.35) $1,540.15 $2,500.00 ($959.85) $2,500.00 $2,062.25 $2,833.00 ($770.75) $22,665.38 $34,000.00 ($11,334.62) $34,000.00 $802.58 $1,833.00 ($1,030.42) $13,452.99 $22,000.00 ($8,547.01) $22,000.00 $0.00 $33.00 ($33.00) $419.52 $400.00 $19.52 $400.00 $4,394.63 $6,250.00 ($1,855.37) $52,476.99 $75,000.00 ($22,523.01) $75,000.00 $0.00 $108.00 ($108.00) $1,453.75 $1,300.00 $153.75 $1,300.00 $0.00 $16.00 ($16.00) $32.34 $200.00 ($167.66) $200.00 $7,259.46 $11,073.00 ($3,813.54) $90,500.97 $132,900.00 ($42,399.03) $132,900.00 $6,848.99 $3,750.00 $3,098.99 $74,496.64 $45,000.00 $29,496.64 $45,000.00 $6,848.99 $3,750.00 $3,098.99 $74,496.64 $45,000.00 $29,496.64 $45,000.00 $9,604.68 $9,583.00 $21.68 $88,264.57 $115,000.00 ($26,735.43) $115,000.00 $1,876.14 $375.00 $1,501.14 $5,016.16 $4,500.00 $516.16 $4,500.00 -4- 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 State Grants - Other Total Grants Other Certification, Copies, Misc Or Clerk's Charges & Fees Lot Mowing and Clearing Other Contractual Agreements Other Miscellaneous Revenue Operating Transfer Total Revenues Expenditures Admin & General Executive Salaries Regular Salaries - Admin Contingency - Miscellaneous Overtime- Admin FICA Taxes Retirement Contributions Life and Health Insurance $2,764.24 $83,604.73 Current Month $29,922.34 $114,747.00 YTD $0.00 $361,668.00 $15,517.00 Actual $15,517.00 Budget Variance Actual Budget $6,838.05 Variance 2020 Budget 511,480.82 $5,000.00 $9,958.00 $1,522.82 $93,280.73 $119,500.00 $36,795.00 ($26,219.27) $119,500.00 $88,884.00 $24,304.46 $5,099.72 $3,683.68 $5,000.00 $99.72 $41,567.85 $60,000.00 ($18,432.15) $60,000.00 $5,099.72 $5,000.00 $99.72 $41,567.85 $60,000.00 ($18,432.15) $60,000.00 $0.00 $13,000.00 ($13,000.00) $105,368.34 $156,000.00 ($50,631.66) $156,000.00 $0.00 $13,000.00 ($13,000.00) $105,368.34 $156,000.00 ($50,631.66) $156,000.00 $17,793.60 $16,000.00 $1,793.60 $133,684.37 $192,000.00 ($58,315.63) $192,000.00 $1,858.21 $1,083.00 $775.21 $9,261.89 $13,000.00 ($3,738.11) $13,000.00 $1,308.75 $1,083.00 $225.75 $11,075.41 $13,000.00 ($1,924.59) $13,000.00 $20,960.56 $18,166.00 $2,794.56 $154,021.67 $218,000.00 ($63,978.33) $218,000.00 $0.00 $1,000.00 ($1,000.00) $12,239.40 $12,000.00 $239.40 $12,000.00 $0.00 $1,000.00 ($1,000.00) $12,239.40 $12,000.00 $239.40 $12,000.00 $0.00 $0.00 $0.00 $303.22 $0.00 $303.22 $0.00 $0.00 $0.00 $0.00 $303.22 $0.00 $303.22 $0.00 $680.60 $208.00 $472.60 $3,270.60 $2,500.00 $770.60 $2,500.00 $73.20 $58.00 $15.20 $519.53 $700.00 ($180.47) $700.00 $0.00 $83.00 ($83.00) $0.00 $1,000.00 ($1,000.00) $1,000.00 $0.00 $1,250.00 ($1,250.00) $0.00 $15,000.00 ($15,000.00) $15,000.00 $0.00 $83.00 ($83.00) $187.50 $1,000.00 ($812.50) $1,000.00 $0.00 $65,833.00 ($65,833.00) $0.00 $790,000.00 ($790,000.00) $790,000.00 $753.80 $67,515.00 ($66,761.20) $3,977.63 $810,200.00 ($806,222.37) $810,200.00 $87,315.26 $532,800.00 ($445,484.74) $5,239,537.80 $6,393,684.00 ($1,154,146.20) $6,393,684.00 $2,764.24 $83,604.73 $9,562.00 $29,922.34 $114,747.00 $30,139.00 $0.00 $361,668.00 $15,517.00 $99.00 $15,517.00 $416.00 $2,508.08 $206,838.06 $3,066.00 $6,838.05 $1,524.33 $7,407.00 $4,973.32 $5,000.00 $8,657.00 $6,797.76 $83,604.73 $114,747.00 $31,142.27 $114,747.00 $216.66 $225,187.50 $361,668.00 $136,480.50 $361,668.00 $15,517.00 $3,658.94 $210,497.00 $206,838.06 $210,497.00 $317.00 $1,524.33 $5,000.00 $3,475.67 $5,000.00 $557.92 $23,082.24 $36,795.00 $13,712.76 $36,795.00 $568.95 $64,579.54 $88,884.00 $24,304.46 $88,884.00 $3,683.68 $70,067.02 $103,886.00 $33,818.98 $103,886.00 -5- -6- Current Month YTD Actual Budget Variance Actual Budget Variance 2020 Budget Legal Services -Planning Board $0.00 $416.00 $416.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Misc. Prof Svcs.- Building Inspections $0.00 $25,000.00 $25,000.00 $91,555.00 $300,000.00 $208,445.00 $300,000.00 Misc Prof Svcs - TH $250.00 $6,333.00 $6,083.00 $46,909.98 $52,000.00 $5,090.02 $52,000.00 Accounting and Auditing Fees $5.50 $1,291.00 $1,285.50 $15,301.11 $15,500.00 $198.89 $15,500.00 Property Trash Removal/ Mowing $0.00 $250.00 $250.00 $1,923.72 $3,000.00 $1,076.28 $3,000.00 Travel and Per Diem - TH $0.00 $375.00 $375.00 $124.14 $4,500.00 $4,375.86 $4,500.00 Communication -TH $697.86 $833.00 $135.14 $7,214.69 $10,000.00 $2,785.31 $10,000.00 Postage $0.00 $250.00 $250.00 $2,735.60 $3,000.00 $264.40 $3,000.00 Electric - TH $813.67 $666.00 ($147.67) $5,363.64 $8,000.00 $2,636.36 $8,000.00 Water $12.82 $1,458.00 $1,445.18 $12,064.30 $17,500.00 $5,435.70 $17,500.00 Rental and Lease Expense $407.83 $375.00 ($32.83) $2,953.31 $4,500.00 $1,546.69 $4,500.00 Insurance - Liab/Prop/WC $47,091.00 $11,833.00 ($35,258.00) $190,302.56 $143,215.00 ($47,087.56) $143,215.00 Insurance - Property $0.00 $525.00 $525.00 $6,571.00 $6,310.00 ($261.00) $6,310.00 Building Maintenance -TH $171.81 $2,853.00 $2,681.19 $16,085.01 $19,000.00 $2,914.99 $19,000.00 Lawn Maintenance $550.00 $833.00 $283.00 $9,637.96 $10,000.00 $362.04 $10,000.00 Bird Sanctuary Maintenance $0.00 $83.00 $83.00 $1,703.98 $2,000.00 $296.02 $2,000.00 Office Eq/Supp/Computer - TH $2,305.42 $2,916.00 $610.58 $32,107.20 $35,000.00 $2,892.80 $35,000.00 Printing and Binding - TH $5,159.68 $1,416.00 ($3,743.68) $12,983.15 $8,500.00 ($4,483.15) $8,500.00 Legal Advertisement & Other $36.10 $333.00 $296.90 $1,379.54 $4,000.00 $2,620.46 $4,000.00 Office Supplies $225.24 $208.00 ($17.24) $2,141.75 $2,500.00 $358.25 $2,500.00 Books, Membership, Training - TH $1,140.02 $875.00 ($265.02) $6,988.67 $10,500.00 $3,511.33 $10,500.00 Capital Outlay -TH $0.00 $10,000.00 $10,000.00 $0.00 $120,000.00 $120,000.00 $120,000.00 Interfund Transfer to Water Fund $0.00 $27,500.00 $27,500.00 $0.00 $330,000.00 $330,000.00 $330,000.00 $105,971.98 $171,386.00 $65,414.02 $937,750.61 $2,035,502.00 $1,097,751.39 $2,035,502.00 Fire Fire Control Contract Services $43,501.24 $43,750.00 $248.76 $391,511.16 $525,000.00 $133,488.84 $525,000.00 Misc. Repair and Maintenance $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $43,501.24 $43,833.00 $331.76 $391,511.16 $526,000.00 $134,488.84 $526,000.00 Police Executive Salaries $4,564.32 $10,429.00 $5,864.68 $106,049.52 $125,156.00 $19,106.48 $125,156.00 Regular Salaries - Police Offi $65,615.84 $72,118.00 $6,502.16 $550,409.35 $865,426.00 $315,016.65 $865,426.00 Overtime - Police $5,755.42 $1,250.00 ($4,505.42) $11,750.67 $15,000.00 $3,249.33 $15,000.00 Incentive Pay $858.44 $1,060.00 $201.56 $8,603.27 $12,720.00 $4,116.73 $12,720.00 FICA Taxes $5,851.16 $6,471.00 $619.84 $51,546.84 $77,653.00 $26,106.16 $77,653.00 Retirement Contributions $14,081.17 $15,747.00 $1,665.83 $132,358.42 $188,968.00 $56,609.58 $188,968.00 Life and Health Insurance $991.45 $0.00 ($991.45) $991.45 $0.00 ($991.45) $0.00 Life and Health Insurance $13,314.93 $20,777.00 $7,462.07 $176,297.40 $242,828.00 $66,530.60 $242,828.00 -6- -7- Current Month nU Actual Budget Variance Actual Budget Variance 2020 Budget Misc Prof Svcs - PD $638.57 $166.00 ($472.57) $1,641.14 $2,000.00 $358.86 $2,000.00 Dispatch Service Contract $0.00 $4,750.00 $4,750.00 $58,495.67 $58,500.00 $4.33 $58,500.00 Travel and Per Diem - PD $0.00 $166.00 $166.00 $48.59 $2,000.00 $1,951.41 $2,000.00 Communication - PD $434.85 $475.00 $40.15 $4,289.36 $5,700.00 $1,410.64 $5,700.00 Electric - PD $241.10 $250.00 $8.90 $1,656.64 $3,000.00 $1,343.36 $3,000.00 Water -PD $12.82 $20.00 $7.18 $114.36 $250.00 $135.64 $250.00 Rental and Lease Expense -PD $132.61 $166.00 $33.39 $1,056.62 $2,000.00 $943.38 $2,000.00 Building Maintenance - PD $313.94 $1,416.00 $1,102.06 $7,488.72 $10,000.00 $2,511.28 $10,000.00 Vehicle Maintenance $62.30 $1,000.00 $937.70 $4,798.09 $12,000.00 $7,201.91 $12,000.00 Office Eq/Supp/Computer - PD $2,109.99 $750.00 ($1,359.99) $10,533.45 $9,000.00 ($1,533.45) $9,000.00 Printing and Binding - PD $22.47 $66.00 $43.53 $279.50 $800.00 $520.50 $800.00 Uniform Cleaning $251.09 $166.00 ($85.09) $2,043.74 $2,000.00 ($43.74) $2,000.00 Office Supplies $0.00 $125.00 $125.00 $570.64 $1,500.00 $929.36 $1,500.00 Fuel $2,099.12 $3,333.00 $1,233.88 $22,741.10 $40,000.00 $17,258.90 $40,000.00 Uniforms & Equipment $259.48 $541.00 $281.52 $2,158.06 $6,500.00 $4,341.94 $6,500.00 Books, Memberships, Training - PD $0.00 $416.00 $416.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Capital Outlay - PD $0.00 $10,416.00 $10,416.00 $0.00 $125,000.00 $125,000.00 $125,000.00 $117,611.07 $152,074.00 $34,462.93 $1,155,922.60 $1,813,001.00 $657,078.40 $1,813,001.00 Streets Regular Salaries - Streets $5,400.00 $12,388.00 $6,988.00 $66,406.66 $148,663.00 $82,256.34 $148,663.00 Overtime - Streets $25.32 $333.00 $307.68 $318.32 $4,000.00 $3,681.68 $4,000.00 FICA Taxes $403.39 $973.00 $569.61 $5,005.52 $11,679.00 $6,673.48 $11,679.00 Retirement Contributions $1,129.68 $2,452.00 $1,322.32 $6,963.76 $29,427.00 $22,463.24 $29,427.00 Life and Health Insurance $1,275.01 $3,462.00 $2,186.99 $22,386.69 $41,555.00 $19,168.31 $41,555.00 Misc Prof Svcs - Streets $0.00 $1,250.00 $1,250.00 $450.00 $7,500.00 $7,050.00 $7,500.00 Communication - Streets $41.51 $41.00 ($0.51) $386.47 $500.00 $113.53 $500.00 Electric - Streets $1,510.84 $1,500.00 ($10.84) $12,348.97 $18,000.00 $5,651.03 $18,000.00 Vehicle Maintenance- Streets $24.21 $166.00 $141.79 $1,835.25 $2,000.00 $164.75 $2,000.00 Misc. Repair and Maintenance $0.00 $3,285.00 $3,285.00 $26,486.40 $28,000.00 $1,513.60 $28,000.00 Misc. Other - NPDES $0.00 $750.00 $750.00 $8,198.00 $9,000.00 $802.00 $9,000.00 Operating Supplies $112.80 $383.00 $270.20 $2,142.29 $3,100.00 $957.71 $3,100.00 Uniforms & Equipment $0.00 $83.00 $83.00 $764.89 $1,000.00 $235.11 $1,000.00 Road Materials and Supplies $0.00 $100.00 $100.00 $0.00 $1,200.00 $1,200.00 $1,200.00 Capital Outlay - Streets $13,433.26 $69,062.00 $55,628.74 $62,749.71 $828,750.00 $766,000.29 $828,750.00 $23,356.02 $96,228.00 $72,871.98 $216,442.93 $1,134,374.00 $917,931.07 $1,134,374.00 Legal Executive Salaries $211.56 $0.00 ($211.56) $211.56 $0.00 ($211.56) $0.00 -7- Regular Salaries - Legal FICA Taxes - Legal Retirement Contributions - Legal Life and Health Insurance - Legal Contracted Legal Services Travel and Per Diem -Legal Communication - Legal Postage- Legal Printing and Binding - Legal Office Supplies - Legal Books, Membership, Training - Legal Total Sanitation Garbage Contract Services Misc. Trash Disposal Total Sanitation Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) Current Month Actual Budget Variance YTD Actual Budget Variance 2020 Budget $647.36 $714.00 $66.64 $6,117.53 $8,568.00 $2,450.47 $8,568.00 $1,770.34 $1,917.00 $146.66 $16,729.62 $23,012.00 $6,282.38 $23,012.00 $1,275.01 $1,731.00 $455.99 $16,911.82 $20,777.00 $3,865.18 $20,777.00 $18,647.72 $45,833.00 $27,185.28 $471,867.49 $550,000.00 $78,132.51 $550,000.00 $0.00 $83.00 $83.00 $223.23 $1,000.00 $776.77 $1,000.00 $0.00 $54.00 $54.00 $478.51 $650.00 $171.49 $650.00 $0.00 $8.00 $8.00 $0.00 $100.00 $100.00 $100.00 $0.00 $16.00 $16.00 $0.00 $200.00 $200.00 $200.00 $2.29 $16.00 $13.71 $32.69 $200.00 $167.31 $200.00 $798.00 $375.00 ($423.00) $2,700.00 $4,500.00 $1,800.00 $4,500.00 $31,603.12 $60,080.00 $28,476.88 $595,030.14 $721,007.00 $125,976.86 $721,007.00 $176.98 $13,000.00 $12,823.02 $104,712.10 $156,000.00 $51,287.90 $156,000.00 $0.00 $650.00 $650.00 $0.00 $7,800.00 $7,800.00 $7,800.00 $176.98 $13,650.00 $13,473.02 $104,712.10 $163,800.00 $59,087.90 $163,800.00 $322,220.41 $537,251.00 $215,030.59 $3,401,369.54 $6,393,684.00 $2,992,314.46 $6,393,684.00 ($234,905.15) ($4,451.00) ($230,454.15) $1,838,168.26 $0.00 $1,838,168.26 $0.00 ($234,905.15) ($4,451.00) ($230,454.15) $1,838,168.26 $0.00 $1,838,168.26 $0.00 -R- Town of Gulf Stream Income Statement Water Fund as of June 30, 2020 Current Month Actual Budget Variance Actual Budget Revenues YTD Variance 2020 Budget Water Sales $8,000.00 $17,414.97 $8,000.00 Interest On Investment $2,634.41 $666.00 $1,968.41 Water Sales $0.00 $87,500.00 ($87,500.00) $701,088.53 $1,050,000.00 ($348,911.47) $1,050,000.00 Total Water Sales $0.00 $87,500.00 ($87,500.00) $701,088.53 $1,050,000.00 ($348,911.47) $1,050,000.00 Reserve Fees $0.00 $176,725.00 ($176,725.00) Backflow Preventer Test - Revenue Reserves Fees $0.00 $11,250.00 ($11,250.00) $90,884.40 $135,000.00 ($44,115.60) $135,000.00 Total Reserve Fees $0.00 $11,250.00 ($11,250.00) $90,884.40 $135,000.00 ($44,115.60) $135,000.00 Interest $8,000.00 $17,414.97 $8,000.00 Interest On Investment $2,634.41 $666.00 $1,968.41 Total Revenues $2,634.41 $666.00 $1,968.41 Other $330,000.00 $0.00 $1,790,706.00 Transfer from General Fund $0.00 $27,500.00 ($27,500.00) Water Fund Balance Transfer In $0.00 $149,225.00 ($149,225.00) Water Purchased $0.00 $176,725.00 ($176,725.00) Backflow Preventer Test - Revenue $25,414.97 $8,000.00 $17,414.97 $8,000.00 $25,414.97 $8,000.00 $17,414.97 $8,000.00 Total Revenues $2,634.41 $0.00 $330,000.00 ($330,000.00) $330,000.00 $0.00 $1,790,706.00 ($1,790,706.00) $1,790,706.00 Backflow Preventer Test Sale $0.00 $541.00 ($541.00) $0.00 $6,500.00 ($6,500.00) $6,500.00 Total $0.00 $541.00 ($541.00) $0.00 $6,500.00 ($6,500.00) $6,500.00 Total Revenues $2,634.41 $276,682.00 ($274,047.59) $817,387.90 $3,320,206.00 ($2,502,818.10) $3,320,206.00 Expenditures Water Purchased Water Purchased - Commodity $31,738.23 $53,333.00 $21,594.77 $358,745.95 $640,000.00 $281,254.05 $640,000.00 Water - Capacity $2,022.05 $2,500.00 $477.95 $16,850.41 $30,000.00 $13,149.59 $30,000.00 Water Purchased -Meter Charge $7.36 $9.00 $1.64 $61.34 $110.00 $48.66 $110.00 Backflow Preventer Testing $0.00 $541.00 $541.00 $0.00 $6,500.00 $6,500.00 $6,500.00 Total Water Purchased $33,767.64 $56,383.00 $22,615.36 $375,657.70 $676,610.00 $300,952.30 $676,610.00 Other Expenses Regular Salaries - Water $3,913.60 $4,405.00 $491.40 $36,983.52 $52,863.00 $15,879.48 $52,863.00 Overtime - Water $0.00 $416.00 $416.00 $73.38 $5,000.00 $4,926.62 $5,000.00 FICA Taxes $299.38 $368.00 $68.62 $2,834.76 $4,427.00 $1,592.24 $4,427.00 -9- Town of Gulf Stream Income Statement Water Fund as of June 30, 2020 Current Month YTD Actual Budget Variance Actual Budget Variance 2020 Budget Retirement Contributions $818.72 $886.00 $67.28 $7,736.90 $10,641.00 $2,904.10 $10,641.00 Life and Health Insurance $1,169.42 $1,731.00 $561.58 $15,855.92 $20,777.00 $4,921.08 $20,777.00 GIS/Mapping $0.00 $541.00 $541.00 $170.00 $6,500.00 $6,330.00 $6,500.00 Water Sampling & Testing $105.00 $666.00 $561.00 $2,940.00 $8,000.00 $5,060.00 $8,000.00 Repair Services $0.00 $1,327.00 $1,327.00 $4,695.38 $19,424.00 $14,728.62 $19,424.00 Software Maintenance Contract $683.85 $875.00 $191.15 $8,565.02 $10,500.00 $1,934.98 $10,500.00 Communication $2.35 $41.00 $38.65 $337.94 $500.00 $162.06 $500.00 Postage $0.00 $83.00 $83.00 $420.00 $1,000.00 $580.00 $1,000.00 Electric - Chlorinator $16.10 $45.00 $28.90 $134.22 $550.00 $415.78 $550.00 Insurance - General Liability $0.00 $3,833.00 $3,833.00 $0.00 $46,000.00 $46,000.00 $46,000.00 Vehicle Maintenance- Water $0.00 $83.00 $83.00 $684.82 $1,000.00 $315.18 $1,000.00 Printing and Binding $0.00 $16.00 $16.00 $178.00 $200.00 $22.00 $200.00 Provision for Bad Debt $0.00 $0.00 $0.00 $0.00 $2,000.00 $2,000.00 $2,000.00 Misc. Operating Supplies $559.00 $1,083.00 $524.00 $8,242.93 $9,000.00 $757.07 $9,000.00 Uniforms & Equipment $0.00 $125.00 $125.00 $764.85 $800.00 $35.15 $800.00 Books, Membership, Training -Water $0.00 $122.00 $122.00 $0.00 $1,471.00 $1,471.00 $1,471.00 Depreciation Expense $0.00 $5,833.00 $5,833.00 $0.00 $70,000.00 $70,000.00 $70,000.00 Renewal & Replacement Expense $0.00 $1,333.00 $1,333.00 $4,200.80 $16,000.00 $11,799.20 $16,000.00 Capital Outlay- Water $4,333.99 $196,411.00 $192,077.01 $92,654.50 $2,356,943.00 $2,264,288.50 $2,356,943.00 Total Other Expenses $11,901.41 $220,223.00 $208,321.59 $187,472.94 $2,643,596.00 $2,456,123.06 $2,643,596.00 Total Expenditures $45,669.05 $276,606.00 $230,936.95 $563,130.64 $3,320,206.00 $2,757,075.36 $3,320,206.00 Net Revenue (Deficit) ($43,034.64) $76.00 ($43,110.64) $254,257.26 $0.00 $254,257.26 $0.00 NET SURPLUS/(DEFICIT) ($43,034.64) $76.00 ($43,110.64) $254,257.26 $0.00 $254,257.26 $0.00 Town of Gulf Stream Income Statement Undergrounding Fund as of June 30, 2020 -11- 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 $3.05 $109.60 $3.05 $109.60 Other Assessment Revenues $2,461.14 $275,584.34 Interest On Investment $3.05 $109.60 Interest Revenue on Assessment $73.83 $194.12 Admin Fee Revenue $0.00 $0.00 Refund Prior Yr Expenditure $0.00 $0.00 Miscellaneous Revenue $0.00 $0.00 $2,538.02 $275,888.06 Total Revenues $2,541.07 $275,997.66 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 $1,200.00 $1,200.00 -11- Cont Svcs - Pre Const Landscap Cont Svcs - Post Const Landsca Cont Svcs - AT&T Fees Cont Svcs - Comcast Fees Legal 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) Town of Gulf Stream Income Statement Undergrounding Fund as of June 30, 2020 Current Month Actual $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $25.35 $0.00 $0.00 $0.00 YTD Actual $0.00 $0.00 $0.00 $0.00 $0.00 $9,413.76 $2,663.11 $0.00 $252.917.09 $16,239.84 $1,225.35 $284,263.80 $1,225.35 $284,263.80 $1,315.72 ($8,266.14) $1,315.72 ($8,266.14) -12- Town of Gulf Stream Income Statement Penny Sales Tax Fund as of June 30, 2020 YTD Actual Budget FY 2020 Budget Variance Revenues Discretionary Infrastructure Tax $47,048.77 $60,000.00 $60,000.00 ($12,951.23) Interest On Investment $1,979.32 $400.00 $400.00 $1,579.32 PST Balance Transfer In $0.00 $100,000.00 $100,000.00 ($100,000.00) Total Revenues $49,028.09 $160,400.00 $160,400.00 ($111,371.91) Expenses PST Fund Contingency - Miscellaneous $0.00 $0.00 $0.00 $0.00 Infrastructure Capital Outlay $0.00 $160,400.00 $160,400.00 $160,400.00 Total Expenses $0.00 $160,400.00 $160,400.00 $160,400.00 BEGINNING FUND BALANCE $186,810.82 $0.00 $0.00 $186,810.82 NET SURPLUS/(DEFICIT) $49,028.09 $0.00 $0.00 $49,028.09 ENDING FUND BALANCE $235,838.91 $0.00 $0.00 $235,838.91 Gulf Stream Police Department iF" Activity Report From 6/1/2020 Through 6/30/2020 Activity Count ALARMS 10 ANIMAL COMPLAINT 1 ASSIST OTHER DEPARTMENT 6 BURGLARY RESIDENCE 1 DIRECTED PATROL 116 DOMESTIC DISPUTE 1 FOUND PROPERTY 2 INFORMATION 1 POLICE SERVICE 17 SUSPICIOUS INCIDENT 3 SUSPICIOUS VEHICLE 2 THEFT (GRAND) MOTOR VEHICLE 2 THEFT (PETIT) 1 TOWN ORDINANCE VIOLATION 11 TOWN ORDINANCE VIOLATION (DOG) 1 TRAFFIC COMPLAINT 4 TRAFFIC CRASH 1 TRAFFIC CONTACTS 37 ��,Tr STREq�� ,Y r '?0U Gulf Stream Police Department FLA' Activity Report From 6/1/2019 Through 6/30/2019 Activity Count ALARMS 11 ARRESTS (1) For Domestic Violence, Aggravated Assault, Unlawful Imprisonment) 2 (1) For Grand theft motor vehicle ASSIST OTHER DEPARTMENT 18 BAKER ACT (INVOLUNTARY) 1 DIRECTED PATROL 118 FOUND PROPERTY 1 POLICE SERVICE 16 SUSPICIOUS INCIDENT 2 SUSPICIOUS VEHICLE 1 TOWN ORDINANCE VIOLATION 24 TRAFFIC COMPLAINT 6 TRAFFIC CONTACTS 92 LLI Cl) �O LL T O o 1 L m r4) L O z 0 N ►n W a CO Z W Z O U O Ll.l X Z 0 V W N • E U) L C co c Ui C N Q w c U- C D U- rc^o V/ u 0 •L C o U 0 - a� Qi CL U i 6 0 w Q x x � z O H z �U o a " N � , C ease pooaz <�� >, N •� a O 6 0 w u_ 6 > `0. � z O H z �U o N � , C ease pooaz <�� >, N •� x cu b O N c N N U U ti o, tn Z U N O N "0 U 0 0 a U 12 00 00 r, �o O i 0 4.O b O a O ce M b 00 0 N O O .may a N o0 00 00 b/9 4. 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X ,O O W C C d m NO L p o 0 0 o C m o r r o 0 a o 0 00 0 0 0 0 0 0 00 00 Cr! O 3 N o o o o p o 0 o C a`) N °�° o `�° ^ �n o °N' 0 Cl 0 0 ,,, Ln o 0 0 0 p o C) p o o o p Cl0 0 C W f� O p p 0 f� O N 0 0 0 0 O O O O ® tsr O +t' m aD r- ts3 N 10- eB ,Nn Lr . 'd 0 N ts3 p q it, ' Nw �i tst uq r t» mts� p ter ° m to a>t fV C ►� tst bq m _ M C t q tH t 4 by to t!T 4A bl d9 to % tR v3 t q b9 to a� tba to M .� ` M T _ v>y w C 4 + 0) > Q) �n Q1 Ql y i N 0) Q) 4 y in Q) vn "c C w Q) C V C Q) C O S •C �^ — (Q +-' Q) _� Q) C Ol Q) Q) X Q) LCL i +, C �i +, O_ C 'N ti O E U O Q) 'Q Ol N �.t Q C V) (0 w +' Q) +' U C - Q) ++ Q J C H +' Q Q .0 v w N r`o i` fY t7n ~ N O p V +� ` C W Q) w 7 Q Q m Q Q) t w >_ V) Q) Vf Q) yp i to 'C C v V '+, Q) 0 V C O Ol V) O ' W W C fY a Q) an Q) Q) C w L C f0 'n Q) +' C E C (p Q) U II. � � 0 >_ C ca 7 Ol 7 >+ i c f0 (D w U- > Q) V +� d f// Q) X C Q. QJ (C V C V1 Q) tQ m Q N Ln V1 C LL Ln C: C O 9 C 'C O Y Q Cl Q) 81 C t0� Q) t �9 C C "O lL C V W Q C C V Q) C a O a) — ra 1— co ._ V) ra Q) � U 'O Q) a) Q) C O J \ '� O O m *' _V m �( O Q) _ i d q7 cc Q) U t0 �+ of N i Q) > U J ++ w N ` V cu > +�-' C E cv `j f90 c0 E Q +� Q) Q_ `— co .0 O fp >_Ln U .0 C C ` i ns fd fl- O (D _ � d tU _ rp Q) O m vi X V1 U C \ 'cp c0 'O Q1 — >, Q) N Q) _ (�pp d J+ a) LnO L Q) = V1 O �° E 4; L L C co C O C O d N E c9 VS i� °C �) a� 0 > > v c � � � F a� U � � � O U � � CU .� '> Q) � � o E Q o � a � '� I�- o +j `n `� 0) O cv °j Q) a a w `-' a o >` '� `n ? a� �, Q 3 V p a Y c C a� °' � `6 v 3 a �, N t a co o mj a' J Ur $O � j m �' C> U vi C L^ > o CD N N ® O O O 6L O 00 CO LL 00 O 00 M O � 464O 0 In Ln� ® ® t�R CL 0. a N N o � 0 p0 C) p d Q) p t tR 0 0 O d +y4 0 �_ 0 �D to _p V �+ � cn '� Vi I- O N LL 0 'C X C U. p 00 O U. O O > O O p C7 cc -� � A^ x �o N m 3 >% 0 c a U N V) I 0 x au C A c D � LU w O In L- V) c �, +° Ul LA c C v m d O C X al ` W CC s LLJ C (1) Co ® O 0 +� 4� V n C _0 u in D c LL— h N a ol E R o %0 Cl <5 10 -It v ds Ol C� C, r, r"i CD O 06 y 6N9 t,D tp dd 0 C� CD 6o� O. 0 0 ol CD N Arl: Ao h O w b. m t w '40 C5 to V� tn LZ (S7 Total All GF Departments $ 1,790,69103 S 43 461.09 S 25,966.21 S 14 280.00 S 1,791,225.43 - r""n S 75 108.78 $ 146,433.71 S 334,645.07 $ 235,363.15 S 42 355.97 $ 20,299.75 $ 379,716.71 $ 2,663,368.25 COLA 3.0 % Base Annual FY 2021 FY 2021 1.45% Estimated 50K Life Family Total Base Annual Longevity Probationary Salary Earnings FICA 6.20% 1.45% Estimated & AD&D 50K Life Family Total Total Labor Administration: Salary FY 20 Increase Longevity Step FDLE W/O Fringe FICA FICA 20.92% Health Flex & AD&D Dental & Total Labor Fringe Cost 13 TM W/O $ 114,754.00 $ 3,442.62 $ 118,196.62 $ 7,328.19 $ 1,713.85 $ 24,726.73 $ 16_)58.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 55,302.76 $ Employee Fringe/incentive +Sal Adj Pay Increase Incentive and Incentive 136,466.82 OASDI MED Pension Insurance $ 16,258.70 Health Insurance Vision Fringe Cost LP # Police: _ 196,989.38 CFO ILTew + $ 801018.00 $ 2.400.54 $ $ 82,418.54 $ 5,109.95 $ 1,195.07 $ 17_)41.96 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 15 Chf E. Allen $ 124,925.00 $ 3,747.75 $ 603.46 $ 240.00 $ 129516.21 $ 7,745.35 $ 1,877.99 $ 27,044.58 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 58,201.91 $ 183,126.91 15 Lt. 1. Hasely $ 114,047.00 $ 3,421.41 $ 550.91 37195.00 $ 1.118.85 $ 118,019.32 $ 7,070.91 $ 1,711.28 $ 24,689.64 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 55,005.82 $ 169,052.82 4 Sgt. B. O'Donnell $ 77,554.00 $ 2,236.62 $ - $ 240.00 $ 80,030.62 $ 4,808.35 $ 1,160.44 $ 16,692.20 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 44,194.98 $ 121,748.98 3 Sgt. 1 Passeggiata $ 84,914.00 $ 2,547.42 $ 383.72 $ 960.00 $ 88,805.14 $ 5,264.67 $ 1,287.67 $ 18,377.20 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 46,463.53 $ 131,377.53 $ Officers M. Feller $ 65,739.00 $ 1,972.17 $ - $ 960.00 $ 68,671.17 $ 4,075.82 $ 995.73 $ 14,165.18 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 40,770.71 $ 106,509.71 $ Officers T. Sutton S 66,853.00 $ 2,005.59 $ S 960.00 $ 69,818.59 $ 4,144.89 $ 1,012.37 $ 14,405.22 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 41,096.46 $ 107,949.46 •' Officer B. Fidler $ 60,126.00 $ 1,803.78 $ $ 1,560.00 $ 63,489.78 $ 3,727.81 $ 827.66 $ 12,955.71 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 39,045.17 $ 99,171.17 11 Officers C. Fahey S 61,808.00 S 1,854.24 $ 1,560.00 $ 65,222.24 $ 3,832.10 $ 945.72 $ 13,318.14 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 39,629.95 $ 101,437.95 5 Officers A. O Neal $ 59,973.00 $ 1,799.19 $ - $ 1,560.00 $ 63,332.19 $ 3,718.33 $ 918.32 $ 12,922.74 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 39,093.37 $ 99,066.37 Officer R Wilson $ 64,865.00 $ 1,945.95 $ $ 1,560.00 $ 68,370.95 $ 4,021.63 $ 991.38 $ 13,976.85 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 40,523.85 $ 105,388.85 $ Officer E. Fernandez $ 52,242.00 bonus $ $ 6,000.00 $ 1,560.00 $ 59,802.00 $ 3,239.00 $ 867.13 $ 10,929.03 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 36,569.15 $ 88,811.15 $ Officer New Position $ 52,242.00 S $ 6,000.00 $ 1,560.00 $ 59,802.00 $ 3,239A0 $ 867.13 $ 10,929.03 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 36,569.15 $ 88,811.15 $ Officer R Batista $ 65,761.00 $ 1,972.83 $ 1,560.00 $ 69,293.83 $ 4,077.18 $ 1,004.76 $ 14,169.92 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 40,785.85 $ 106,546.85 Bonus $ 49,000.00 $ - S - $ 49,000.00 $ 3,038.00 $ 710.50 $ 3,748.50 S 52,748.50 Overtime $ 15,000.00 A. Beltran $ 70,200.00 $ 2.106.00 $ 15,000.00 $ 930.00 $ 217.50 $ 1,048.44 $ 15,126.42 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,147.50 $ 16,147.50 $ 42,191.81 Sick Leave $ 35,000.00 Bonus $ 4,000.00 $ 35,000.00 $ 2,170.00 $ 507.50 $ 58.00 S 2,677.50 $ 37,677.50 $ Total Police S $ 1,050,049.00 $ 25,306.95 S 1,538.09 S 14,280.00 $ 1,103.174.04 $ 65,103.04 $ 15,903.08 $ 204,575.43 $ 211,363.15 S 39,000.00 $ 5,453.45 $ 24,125.24 $ 565,523.40 $ 1,615,572.40 S 1.117.454 04 306.00 $ 4,306.00 Overtime S 2,000.00 $ 958.657.83 $ 81,006.12 $ 124.00 $ 29.00 $ $ Total All GF Departments $ 1,790,69103 S 43 461.09 S 25,966.21 S 14 280.00 S 1,791,225.43 - r""n S 75 108.78 $ 146,433.71 S 334,645.07 $ 235,363.15 S 42 355.97 $ 20,299.75 $ 379,716.71 $ 2,663,368.25 Base Annual FY 2021 6.20% 1.45% Estimated 50K Life Family Total Salary Increase Longevity Salary FICA FICA 20.92% Health Flex & AD&D Dental & Total Labor Administration: +Sal Adj Pay Cap OASDI MED Pension Insurance Health Insurance Vision Fringe Cost 13 TM G. Dunham $ 114,754.00 $ 3,442.62 $ 118,196.62 $ 7,328.19 $ 1,713.85 $ 24,726.73 $ 16_)58.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 55,302.76 $ 173,499.38 15 Clerk R. Taylor $ 131,852.00 $ 3,955.56 $ 659.26 S 136,466.82 S 8,460.94 $ 1,978.77 $ 28,548.86 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 60,522.56 $ 196,989.38 CFO ILTew + $ 801018.00 $ 2.400.54 $ $ 82,418.54 $ 5,109.95 $ 1,195.07 $ 17_)41.96 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 45,080.96 $ 127,499.50 1 Exec. Asst./PR R. Basel + S 61,007.00 $ 1,830 21 $ - S 62,83721 S 3,895.91 $ 911.14 $ 13,145.54 $ 16,258.70 S 3,000.00 S 419.50 $ 1,855.79 S 39,486.58 $ 102,323.79 Receptionist D. GiOion $ 37195.00 $ 1.118.85 $ 38,413.85 $ 2,381.66 $ 557.00 $ 8,036.18 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 32,508.82 $ 70,922.67 Bonus $ 41,099.99 $ - $ 41,099.99 $ 2,54820 $ 595.95 $ - S 16,258.70 $ 3,000.00 $ 419.50 S 1,855.79 S 24,678.14 S 65,778.13 Overtime $ 5,000.00 $ 5,000.00 $ 310.00 $ 72.50 $ 382.50 S 5,382.50 Sick Leave $ 10,000.00 $ )0,000.00 $ 620.00 $ 145.00 $ 765.00 $ 10,765.00 Total Administration $ 481 025.99 $ 12,747.78 $ 659.26 S 494,433.03 $ 30,654.85 $ 7,16928 $ 91,69927 $ 9_7,552.22 $ 18,000.00 $ 2,516.98 _ $ 11,134.73 $ 258,727.33 $ 753,160.36 S 411,236.41 S 37,824.13 $ 129,203.93 Legal TNazzaro $ 110,012.00 $ 3.300.36 $ 113,312.36 $ 7,025.37 $ 1,643.03 $ 23,704.95 $ 16,258.70 $ 3.000.00 $ 419.50 $ 1,855.79 $ 53,90733 S 167,219.69 bonus $ 2,000.00 S 2,000.00 $ 124.00 $ 29.00 $ 2,153._00 $ 2,153.00 Total Legal S 112,012.00 $ 3,300.36 S $ - $ 115 312.36 $ 7,149.37 S 1,672.03 $ 23 704.95 $ 16 258.70 $ 3,000.00 S 419.50 $ 1,855.79 $ 56,060.33 $ 169,3 72.69 - - $ 8,821.40 $ 21,533.99 Streets: 11 Maint. Spec. A. Beltran $ 70,200.00 $ 2.106.00 $ 72,306.00 $ 4,482.97 $ 1,048.44 $ 15,126.42 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 42,191.81 $ 114,497.81 Bonus $ 4,000.00 $ 4,000.00 $ 248.00 $ 58.00 $ 306.00 S 4,306.00 Sick Leave $ 4,000.00 $ 4,000.00 $ 248.00 $ 58.00 $ 306.00 $ 4,306.00 Overtime S 2,000.00 S 2,000.00 $ 124.00 $ 29.00 $ $ _ $ - $ - $ 153.00 $ 2 153.00 $ 80,200.00 S 2,106.00 S - $ 80,306.00 $ 5,102.97 $ 1,193.44 S 15,126.42 $ 16,258.70 $ 3,000.00 $ 419.50 S 1,855.79 $ 42,956.81 $ 125,262.81 $ 6,296.41 $ 21,533.99 Water Tech W. Songer $ 50,877.00 $ 1,526.31 $ 52,403.31 $ 3,249.01 $ 759.85 $ 10,962.77 $ 16,258.70 $ 3,000.00 $ 419.50 $ 1,855.79 $ 36505.61 $ 88,908.92 Sick Leave $ 1,000.00 $ 1,000.00 $ 62.00 S 14.50 $ 76.50 S 1,076.50 Bonus $ 1,000.00 $ 1,000.00 $ 62.00 S 14.50 $ 76.50 $ 1,076.50 Overtime $ 5,000.00 $ 5,000.00 $ 310.00 $ 72.50 $ 382.50 S 5,382.50 $ 57 877.00 $ 1,526.31 S S 54,403.31 $ 3,683.01 $ 861.35 S 10,962.77 S 16,258.70 $ 3,000.00_ $ 419.50 $ 1,855.79 $ 36,658.61 $ 96,444.42 S 4,544.35 S 21,533.99 Total All GF Departments $ 1,790,69103 S 43 461.09 S 25,966.21 S 14 280.00 S 1,791,225.43 - r""n S 75 108.78 $ 146,433.71 S 334,645.07 $ 235,363.15 S 42 355.97 $ 20,299.75 $ 379,716.71 $ 2,663,368.25 10 -year CapBal Improvement plan (Clp) Dro( Funding &hedu/e (lune 2020) RevenuedFund BalanceMesemes/Eryenditures Current Ad Valorem Re remre (-to] An mB-back rate) Town ofGuBStream 2018 20 2020 0 021I 2027 0 :M1 CimenIF W Fwd W t 1 Fund W W 1W12023 W 112026 Waterd W Fund oa Mathews C1P S 66,800 S - E - S 177,976 S 322364 E 2081.811 5 300179 E 184200 5 1.586624 S 814448 S 39008 S 10061 f 551021 S 70400 S 245601 S 189085 S 1768316 S 1 60567 5 27,244 S 75801 E 187975 E 505340 E 70.460,811 S 215000 E S 835 000 5 200000 5 842 733 E 339 797 S 269155 f 287 428 S 261747 S 297 112 S 195 024 S S 4.419.071 Other Toav Capital Expenditures 5 487 858 5 34 360 S 50.807 Aonoal Total by Food- S 551658 S 34 60 S - S 177,976 S 537361 S 2081 11 S 1,135,179 S 394,200 S 2,429X7 S 814,448 5 378,905 5 10,061 S 850.176 S 70,400 S 533,029 $ 339,085 S 2,033,063 S 1,260,567 S 320.356S 75,801 $ 482 S 505 40 S 14879842 Grand Total by Year- S 589 016 5 177,9761 S 2,619,175 $ 1519379 S 3.243.905 $ 388,8661 S 890 76 S 722,114 5 3,293,630 S 396157 S 988,339 End Balance General Fund Balance / Water Reserves S 5.064576 1 $ 2.094.562 1 1 6,136907 1 S 1586,999 1 $ 6503,485 1 S 359 12 S 6,272,248 S 09 12 S 1,716,833 S - 5 5171970 S 2t S 5,355,736 S ! S 5,726,619 S I - S 4597,528 S 5 5,181,114 s 19 - / S 5,602 057 S 716 Net Fund Balance and Water Reserve S 7 159136 S 7,723,906 S 6,143 673 $ 5 663136 S 3.458373 S 1108,449 S 435 15 5 1373.643 S 2 18 55 S 2961740 S 3 012343 Besa Year(FY20)ToUl Budget Contributions for Captial and Fund Balance -General Fund $903,902 Ba:Year (FY38) Total Budget Contributions to Fund Balance -Water Fund SUSADD Table 4.3 10 -year Capital Improvemeat Plan (CEP) Drafr Funding &hedule . ,h 1 Virion (lune 2020) 3%In8a0on per year Increase from 2018 Current Ad Valment revenue (rmlt-g roll -back rate) Town of Gulf Stream 2018 2019 2020 2021 5025 2023 2021 1025 2026 5027 2028 I F 1 F I 1 F 1 IF F 1 F 1 curl Mathews Consulting CIP $ 66 800 5 f 111,216 E 322 364 S 2,08 1 811 S 327 195 E 200, 778 S 1 777 019 S 912 182 S 44 859 S 11 570 S 650 205 E 11,211 S 297 177 S 228 793 5 2,192 712 S 1 563 103 S 29 20 5 'of S 244 368 5 656.942 E /1,960,713 Other Town Ca iial E rtura $ 487 858 S 34,360 S 50 807 S f 215.000 S 1 835 000 $ 200000 5 842 733 5 - f 739 797 S S 269 155 f - S 287 428 S - S 264,747 S - S 297 112 S - S 295 024 S - E 4,419,021 Annual Cost Total by Fund. S 554 658 5 3r 60 S 50,807 S 177 76 5 537 S 2.081 11 S 1,162 195 S 400,778 S 1619 752 S 912,182 5 384.657 1 11 70 $ 919 60 S 83 072 S 584,605 S 228,793 S 5 457,459 S 1 63103 5 326,635 S 96,267 S 539,392 S 656942 S 16 383 734 Grand Cost Total by Year- 5 589,018 S 228,783 S 2,619,175 S 1,562.973 1 3,531,934 S 396127 S 1,002,432 S 613 98 S 1.020 62 5 422,899 S 1,196A34 End Balance General Food Balance / Water Reserves IS 5061 76 1 S 2.091 62 1 5 6,136,907 1 5 1586,999 1 S 6503,485 1 S 359 12 S 6,245,232 13 615 S 4529,422 1 S 772 S 5,048,707 1 S (U79342)1 S5,033,290 S 411 S 5,352,626 S S 3,799,110 S 7*910 S 4376,420 S 71 5 1,710970 S 19 Net Food Balance and Water Reserve S 7159,138 S 7,723906 S 6.143673 S 5.619643 S 3.126,650 5 3769 66 1 3,805.876 S 103L420 S 1049,800 S 1.665 43 1 S 1 08451 Tota Fund Balance Contribution and Dept Capital Expendtiurts from FY17.18 $903,942 Total Water Reserve Savings with Reserve Fee contributions from FY 17-18 $335,Ow 0.- w Z o ~a�dzOd�pgU¢ QU'5 4 O d U pWZHw>v��wAw UdwaQ�`W/'�Ou¢ O OoQ d US Hw�Qa¢�U�aW.,Z W ,T -o ou wA�Aw HC) a0C) zp wrd�x�Z044.,., 0� v� F-� O Z � Q W U Uv�¢x O�d�F"OUOOzO Q,./ ,,/ d0=�1d Wa' i gw. 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AGENDA SUMMARY Request for Commission approval to issue a Change Order to Foster Marine Contractors Contract to change the location of the proposed 12" water main along the SR A1A corridor from the west side right-of-way (ROW) installed via horizontal direct drill (HDD) method and open cut trench methods to within the pavement of the Southbound lane of the SR A1A roadway installed via open cut trench methods. DESIGN REQUIREMENTS: Baxter & Woodman based the WM design along the A1A Corridor on the following criteria: • Preservation of the Australian Pines that line the Scenic Highway. • Cost effectiveness • Minimizing impact to Community • Previous design standards from Phase 1 INFORMATION AVAILABLE DURING DESIGN: • Utility drawings from utility companies with facilities within the project limits. • Sub -Consultants performed subsurface utility targeting. • Sub -Consultants performed soft digs to verify utility locations at 40 locations. • Coordination with the Town's Arborist, Mr. Jonathan Frank (of Bartlett Tree Experts), to understand the construction limitations with regards to the Australian Pines. DESIGN BASIS: Based on the above, it was determined that while there were existing utilities in the ROW, there was sufficient room available to locate small excavations needed for drilling and small excavations needed for connecting water service lines similar to those performed in Phase 1. The HDD method of pipe installation was selected as the preferred method to overcome restraints and achieve the Design Requirements. BAXTER WOODMAN CONSTRUCTION CONTRACT: Page 2 • On May 8, 2020, The Town of Gulfstream approved a Contract with Foster Marine Contractors, Inc., for the installation of the above referenced Project. • To prevent damage to existing utilities, the Construction Contract requires Foster Marine to conduct additional field investigations to physically locate all utilities and prepare a "Drill Boring Plan". CONTRACTORS FIELD INVESTIGATIONS: • FDOT was contacted to determine if any recent permits for the installation of utilities were issued after the Design was completed. • Four such recent permits were issued and may be associated with the Town's recent Utility Undergrounding Project. • Foster Marine conducted the required field investigations and transmitted this information to B&W for review. • Several new utility lines were found along this corridor that restrict the available room for drilling and excavating. • Foster Marine believes that the additional located utilities eliminates the space to construct the water main and water services between the existing utilities, Australian Pines, and the ROW. A safe passageway for the water main that prevents damage to the trees and existing utilities is nearly impossible to plan for. SOLUTION: • To overcome these challenges, various solutions and technologies were initially discussed with Foster Marine and considered, however, only one was acceptable by the permitting agencies having jurisdiction, Florida Department of Transportation (FDOT). • FDOT approved the relocation of the water main into the southbound lane of SR A1A. • Construction of the water main within the southbound lane will require additional Maintenance of Traffic (MOT) on SR A1A but the impact to motorists will be minimal. A +/-400ft work zone will progress along SR A1A while flagmen will direct two-way traffic around the work zone with minimal delays. Prior to the completion of work for each day, a temporary patch will be provided and the entire roadway will opened to unrestricted travel. • FDOT will require the entire southbound lane to be milled and overlaid after the installation is complete. • The Towns Arborist was consulted and is optimistic that the pipeline relocated under the southbound lane will cause little disturbance to the tree roots of the nearby Australian Pines. BAXTER WOODMAN Page NO ADDITIONAL COST TO CONTRACT & TIME: • B&W has worked with Foster Marine to identify components of the current design that was required but could now be eliminated due to the modified design. • Foster Marine also acknowledges that the installation of the water main within the southbound lane will significantly reduce the complexity of the water main construction. • The current Construction Contract contains an $115,000 Allowance for managing unknown conditions that are typical of underground utility construction projects. The current situation is a clear example of an unknown condition that must be mitigated for. • The total deduction to the Allowance is estimated at $46,280.00 after balancing the costs between the current design and modified design. The Contract is based on unit prices and the actual quantities may be adjusted. An amount of $68,720 will remain in the Allowance for other unknowns and reconciling of quantities at Project completion. • No additional time will be added to the Contract and the Project is projected to be complete by early October of this year, (earlier than the Contract completion date of November 22, 2020). CONCLUSION • Had this Project been put out to bid installing the pipeline under the asphalt of the southbound lane, costs would have been much higher as all bidders would not have the incentive Foster Marine currently has for approval of this solution. • B&W has also identified that some internal inspection costs will also be deferred due to the change and B&W will complete plan revisions to facilitate this change at no additional cost to the Town. • B&W believes this Design Change is a win/win solution for the Town as the Town will have a more accessible water main that will be easier to maintain and provide further protection from damaging the Australian Pines for a reasonable price while remaining within the total contract cost. RECOMMENDATION We strongly recommend the Commission approves this change and a Change Order to the Construction Contract will be presented to Commissioners at the July 10th meeting for review and approval. INTER -OFFICE MEMORANDUM TOWN OF GULF STREAM, FLORIDA OFFICE OF THE TOWN MANAGER GREGORY L. DUNHAM DATE: July 2, 2020 TO: Mayor Morgan and Town Commissioners RE: Consideration of switching from in -car Police Video cameras to Body Cameras Last year, the Town budgeted $25,000 to replace the aging in -car video cameras used by the Police Department. As part of that conversation, Town staff first mentioned the idea of moving to body cameras to replace the in -car cameras. To that end, the Town sought bids for 12 body cameras, one for each police officer, to replace the in -car cameras that are still in use. The following three informal bids were received by the Town: - Axon Enterprise, $58,667.94 o Price broken down is: $23,145 1 st yr. then $8,880 for years 2-5. (5yr term). - Watchguard, $28,650 o Includes purchase price and 3 -year term software maintenance. o Approximately $2,800/ year maintenance after year three. - G -tech, $24,605 o Includes purchase price and 3 -year term software maintenance. o Approximately $4,320/ year maintenance after year three. - Wolfcom, $22,058 o Includes purchase price and 3 -year term software maintenance. o Approximately $2,660/ year for software maintenance and on site secured storage after year three. The Police Department believes the best system for the Town's needs, and the most cost effective after the third year, is the low bidder Wolfcom. During the Commission meeting, the Police Chief and Lieutenant will be available to discuss the benefits, if any, to the Town in making the switch from in -car cameras to body cameras.