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HomeMy Public PortalAbout06 23 2022 Agenda with back-up June 16, 2022 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBER: S. Curtiss Roach Jorgette Smith Robert Canfield ALTERNATE MEMBER: Amanda Jones Michael Greene REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, JUNE 23, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order. II. Roll Call. III. Minutes of the Regular Meeting and Public Hearing of 5-26-22. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1. Regular Meetings & Public Hearings a. July 28, 2022, at 8:30 A.M. b. August - No Meeting c. September 22, 2022, at 8:30 A.M. d. October 27, 2022, at 8:30 A.M. e. November 17, 2022, at 8:30 A.M. f. December 22, 2022, at 8:30 A.M. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by Richard Blummer, as Agent for Joseph and Laura Pehota, owners of the property located at 996 Pelican Lane, Gulf Stream, Florida, legally described as S/D OF 9-46-43 NLY 109 FT OF WLY 94.52 FT OF E 227.50 FT OF LT 25. a. Demolition Permit to demolish existing property. b. Land Clearing Permit to clear existing vegetation from the building site. c. Variance to reduce the minimum rear setback applicable to the Property from 30’ to 21’. d. Variance to reduce the minimum Floor Area Ratio applicable to the Property from 33% to 35.25% (Section 70-74, Code of Ordinances for water in the North/South District). e. Variance to reduce the pool setback applicable to the Property from 10’ to 2’ (Section 70-74, Code of Ordinances for water in the North/South District). f. Level 3 Architectural/Site Plan Review to permit the construction of a new two-story SFR with two-car garage, four bedrooms, bonus room and pool. 2. An application submitted by Richard Gould, as Agent for Dan Dorsheimer, owner of the property located at 945 Indigo Point, Gulf Stream, Florida, legally described as Lot 72, Place au Soleil (Less Parcel in OR2172P1699). a. Demolition Permit to remove existing structures. AGENDA CONTINUED b. Special Exception to permit 300 sq. ft. of covered, unenclosed area that exceeds the maximum permitted floor area ration. c. Level 3 Architectural/Site Plan Review to permit the construction of a new 5,290 sq. ft. two-story, West Indies style single family dwelling with two-car garage, covered patio, deck and swimming pool. VII. Items by Staff. VIII. Items by Board Members. IX. Public. X. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, MAY 26, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Vice Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Participating Also Present & Participating: Absent w/Notice: Malcolm Murphy Robert Canfield Curtiss Roach Gregory Dunham Edward Nazzaro Rita Taylor Renee Basel Bob Dockerty Jorgette Smith Chairman Board Member Board Member Town Manager Assistant Town Attorney Town Clerk Deputy Town Clerk Vice Chairman Board Member III. Minutes of the Regular Meeting and Public Hearing of 04-28-2022 Board Member Roach made a motion to approve the minutes of the April 28, 2022, meeting. Board Member Canfield seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements. A. Meeting Dates 1. Regular Meetings & Public Hearings a. June 23, 2022, at 8:30 A.M. b. July 28, 2022, at 8:30 A.M. c. August - No Meeting d. September 22, 2022, at 8:30 A.M. e. October 27, 2022, at 8:30 A.M. f. November 17, 2022, at 8:30 A.M. g. December 22, 2022, at 8:30 A.M. Chairman Murphy called attention to the upcoming meeting dates. Chairman Murphy stated he would not be available for the July meeting. Board Member Roach stated he may not be available for the July meeting either but would let Staff know asap. VI. PUBLIC HEARING. A. Declaration of Ex-Parte There was none. B. Administer Oaths Deputy Town Clerk Basel Russell Rosicki, and Joe Peterson. Communication swore in Mark Marsh, Tyler Frost, Minutes of ARPB Meeting & Public Hearing Held 5-26-2022 @ 8:30 A.M. C. Applications for Development Approval 1. An application submitted by Mark Marsh of Bridges and Marsh as Agent for Mr. & Mrs. Joseph A. Walsh, the owners of property located at 1315 N. Ocean Blvd., Gulf Stream, Florida, which is legally described as the South �5 of Lot 5 and the North � of Lot 6, Block D, Revised Plat of Block D and Block E, Palm Beach Shore Acres. a. Special Exception to permit the construction of retaining walls and steps that will be constructed east of the 1978 Coastal Construction Setback Line. b. Level 3 Architectural/Site Plan Review to allow the demolition of the existing swimming pool and construction of a new pool and spa in approximately the same location, with retaining walls and steps at the east end of the pool that will be constructed east of the 1978 Coastal Construction Setback Line. Mr. Mark Marsh, Architect and Agent for Mr. and Mrs. Joseph Walsh, introduced Tyler Frost, from Nievera Williams, to make the presentation. Mr. Frost gave a detailed PowerPoint presentation explaining they would be demolishing the existing hardscape including the pool to be replaced by a new pool with no additional hardscape but would like to put up retaining walls and steps that go beyond the Coastal Construction Line to break up the harsh slope. He added that no trees would be removed but they would be adding landscaping. Mr. Frost stated they would also be adding Seagrapes to screen the retaining walls. Chairman Murphy asked if there had been any comments from neighbors to which Deputy Clerk Basel answered in the negative. The Board believed it was a straightforward presentation. Board Member Roach made a motion to recommend approval of a demolition permit to remove existing pool. Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a special exception to permit the construction of retaining walls and steps that will be constructed east of the 1978 Coastal Construction Control Setback Line. Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Level III Architectural/Site Plan to allow the demolition of the existing swimming pool and construction of a new pool and spa in approximately the same location, with retaining walls and steps at the east end of the pool that will be constructed east of the 1978 Coastal Construction Control Setback Line. Board Member Canfield seconded the motion with all voting AYE at roll call. 2. An application submitted by Russell Rosicki, Architect as Agent for Ryan and Nicole Weekes, the owners of property 2 Minutes of ARPB Meeting & Public Hearing Held 5-26-2022 @ 8:30 A.M. located at 2520 Avenue Au Soleil, Gulf Stream, Florida which is legally described as Lot 36, Place Au Soleil. a. Level 2 Architectural/Site Plan Review to permit the construction of a new 91.95 square foot portico and a 306 sq. ft. detached pavilion with a summer kitchen. Dr. Russell Rosicki, Architect, gave a detailed PowerPoint presentation with 3-D color renderings. Dr. Rosicki added that all the improvements will be buffered by existing vegetation with the exception of the front portico. Board Member Roach asked about the large wall on the north face to which Dr. Rosicki explained that it was pre-existing, and they were not modifying it in any way. He added that they would be removing the water heater as it was an eye sore. Chairman Murphy asked about the enlargement of the driveway to which Dr. Rosicki stated they were going to encroach into their yard to give them a bit more room. Chairman Murphy asked if there had been any feedback from neighbors to which Deputy Clerk Basel answered in the negative. Board Member Roach made a motion to approve a Level II Architectural/Site Plan to permit the construction of a new 91.95 sq. ft. portico and a 306 sq. ft. detached pavilion with a summer kitchen. Board Member Canfield seconded the motion with all voting AYE at roll call. 3. An application submitted by Joe Peterson, Peterson Designs, Inc., as Agent for Patricia G. Moran, the owner of property located at 525 Middle Road, Gulf Stream, Florida, which is legally described as the south 50 ft. of Lot 14 and all of lot 15, Gulf Stream Cove. a. Level 2 Architectural/Site Plan Review to permit the removal of certain existing landscaping, which includes six Royal Palm Trees, and installation of new landscape enhancement. Mr. Joe Peterson, Landscape Architect, presented a landscape enhancement of an existing house. He explained that there had been a group of Royal Palms against the south side of the house. Mr. Peterson stated that when he first did the plans, there were seven Royal Palms with one being dead and that was the one that was to be removed. He stated that he received a call from Town Hall staff saying that all seven of the Royal Palms had been removed by the landscape contractor. Mr. Peterson stated they were mitigating the removal of those trees by adding three Coconut Palms and three Pigeon Plum trees. He added that they wanted to replace the ficus hedge around the property with a clusia hedge. Chairman Murphy asked who the landscaper reported to, and Mr. Peterson stated that it was Land Designs out of Boca Raton, but he stated they didn't do the tree removal and he wasn't sure who had hired the company that removed the trees. Chairman Murphy stated it wasn't viewed well when it was a case of asking forgiveness after the fact. Board Member Roach asked if the replacement trees were going to be of similar size to which Mr. Peterson stated that the Coconuts were smaller but they grow quickly and he didn't want to put more palms in so he went 3 Minutes of ARPB Meeting & Public Hearing Held 5-26-2022 @ 8:30 A.M. with a canopy of Pigeon Plums. Mr. Peterson stated that the Royal Palms had been up against the house and Mrs. Moran was afraid of fronds falling. Board Member Roach agreed with Chairman Murphy that this is the very thing that the Board frowns upon and wished Mrs. Moran had been present at the meeting. Assistant Town Attorney Nazzaro asked if there was going to be anything put back where the Royal Palms had been against the house to which Mr. Peterson stated they were going to fill in around the house with layers of vegetation. The board members agreed that what was presented was very attractive. Board Member Roach wanted to put into the record that when this kind of transgression happens that the usual process is to tell the owner to replace the trees as they were and then go through the process with the ARPB of removing them. He added that you just cannot destroy and then beg for forgiveness and Chairman Murphy stated it was a due process. Chairman Murphy then asked if there was any feedback from the neighbors to which Deputy Clerk Basel answered in the negative. Board Member Roach made a motion to approve a Level II Architectural/Site Plan to permit the removal of certain existing landscaping, which includes six Royal Palm Trees, and install new landscape enhancement after permission has been granted by the ARPB on large removal. Board Member Canfield seconded the motion with all voting AYE at roll call. 4. An amended, delinquent application originally submitted by Tarra Eidelson, Agent for the property located at 920 Indigo Point, Gulfstream, Florida, legally described as Lot 67 Place au Soleil. a. Level 2 Architectural/Site Plan Review showing a Gulf Stream Bermuda style with shutters on all four sides, and a revised entry feature not to exceed 14' in height. Town Manager Dunham stated that this was the fifth month for this application to come before the Board. He added that the owner was present at the April meeting stating they were engaging a new architect thus the reason for the postponement. Mr. Dunham stated after not hearing from anyone, he called the architect to see if they were still going to present, to which the architect said he would be in touch with an answer and that answer was never received by staff. Mr. Dunham stated staff would be sending out a notice of violation if the board believed sufficient time had been given to the applicant. Assistant Town Attorney Nazzaro then explained the process that would happen if the Board denied the application. Board Member Roach made a motion to deny a demolition permit to remove the existing, decorative fagade items, round columns, and existing railings. Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to deny a Level II Architectural/Site Plan to permit construction of new decorative fagade items, square balcony and trellis columns, and new balcony railings. 51 Minutes of ARPB Meeting & Public Hearing Held 5-26-2022 @ 8:30 A.M. Board Member Canfield seconded the motion with all voting AYE at roll call. VII. Items by Staff There were none. VIII. Items by Board Members There were none. IX. Public There was none. X. Adjournment Chairman Murphy adjourned the meeting at 9:08 A.M. Renee Basel Deputy Town Clerk 5 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 22-17 Owner: Joseph and Laura Pehotaa Address: 996 Pelican Lane Agent: Richard Brummer Proposed Improvement: The applicant is seeking to permit construction of a 3,598 sq. ft. two-story, Anglo-Caribbean single-family dwelling with a two-car garage, four bedrooms, bonus room and swimming pool. Approvals requested: Demolition Permit: To demolish existing structure. Land Clearing Permit: To clear existing vegetation from the building site. Variance: To reduce the minimum rear setback applicable to the Property from 30’ to 21’ (Section 70-74, Setbacks). Variance: To increase the minimum Floor Area Ratio applicable to the Property from 33% to 35.25% (Section 70-71, Floor Area Ratios). Variance: To reduce the pool setback applicable to the Property from 10’ to 2’ (Section 70-74, Setbacks). Level 3 Architectural/Site Plan Review: To permit the construction of a new two-story Anglo- Caribbean style single family dwelling with two-car garage, four bedrooms, bonus room and swimming pool. Gross Lot size: 10,914 Effective Lot Area: 10,914 Proposed Total Floor Area: 3,692 Allowable: 3,368 Zoning District: RS N/S Height: 25’- 4 5/8” Finished Floor: 8’ Eave Height: 21’ Issues Considered During Review: Section 58-138: Land clearing permits required Section 66-141: Architectural/site plan review-levels 1, 2, and 3 applicability Section 66-144: Standards regarding Level II and Level III Architectural/Site Plan Review Section 66-150: Variances, et seq. Section 70-4: How to use this Manual Section 70-74: Setbacks _____________________________________________________________________________________ ARPB ARPB File #22-17 ARPB: June 23, 2022 Page 2 Discussion: The land owned by the applicant consists of two parcels. The primary parcel contains 10,207 sq. ft. and incorporates the current residence and abuts Pelican Lane. The second parcel contains 707 sq. ft. extending the width of the primary parcel at the north property line and abuts the Delray Beach Yacht Basin on the south. This relationship is further explained in the Applicant’s Request for Variance letter, dated May 25, 2022. Therein, the applicant requests for three variances. First, the applicant seeks relief from the Town Code Section 70-74 Setbacks to reduce the minimum rear setback for the principal structure from 30’ to 21’ (the home). Second, the applicant seeks relief from the Town Code Section 70-71 Floor Area Ratios to exceed the maximum permitted FAR by 324 sq. ft. Third, the applicant seeks relief from the Town Code Section 70-74 Setbacks to reduce the minimum rear setback for a minor accessory structure from 30’ to 21’ (the pool). The Gulf Stream Code sets forth procedures and standards for the ARPB and the Town Commission to review and approve, approve with conditions, or deny applications for variances. Variances are deviations from the terms of this Code that would not be contrary to the public interest when owing to special circumstances or conditions, or when the literal enforcement of the provisions of this Code would result in undue and unnecessary hardship. When making a recommendation as to each variance, the ARPB must find that: 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. 2. The special conditions and circumstances do not result from the actions of the applicant. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other lands, buildings, or structures in the same zoning district. 4. Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. 8. Granting the variance will be in harmony with the general intent and purpose of the Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. These are the criteria the applicant is required to address for each variance requested. The ARPB shall hear, review, and consider this application for variances and take one of the following actions: 1. Recommend granting the application in full. 2. Recommend denying the application in full. 3. Recommend granting the application in part. 4. Recommend granting a modification of the application in such form as the ARPB deems proper and consistent with the variance standards. ARPB ARPB File #22-17 ARPB: June 23, 2022 Page 3 5. Recommend establishing such conditions as the ARPB deems necessary to ensure conformance with the variance standards. 6. Return the application to the applicant with specific instructions as to additional information, evidence, or testimony desired to make a recommendation consistent with the variance standards. 7. Continue the consideration of the application to a time certain. Motions: Motion to recommend approval/denial of a Demolition Permit to demolish existing structure. Motion to recommend approval/denial of a Land Clearing Permit to clear existing vegetation from the building site. Motion to recommend approval/denial of a Variance to reduce the minimum rear setback applicable to the Property from 30’ to 21’. Motion to recommend approval/denial of a Variance to increase the minimum Floor Area Ratio applicable to the Property from 33% to 35.25% (Section 70-74, Code of Ordinances for water in the North/South District). Motion to recommend approval/denial of a Variance to reduce the pool setback applicable to the Property from 10’ to 2’ (Section 70-74, Code of Ordinances for water in the North/South District). Motion to recommend approval/denial of a Level 3 Architectural/Site Plan Review to permit the construction of a new two-story Anglo-Caribbean style single family dwelling with two-car garage, four bedrooms, bonus room and pool. 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 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This letter shall serve as justification for the Application's variance request from the Code of Ordinance (1) set back requirements for the Property as set forth in Section 70-74, Code of Ordinances; and (2) the floor area ratio ("FAR") requirements for the referenced Property as set forth in Section 70-71, Code of Ordinances. As set forth herein, the unique circumstances of the Pehota's residential property justifies the granting of a variance. Moreover, the grant of a variance will allow the Property to conform to the same standards and conditions as are afforded to other residential lots on Pelican Lane and bordering the waterway. Variance Requests: Reduce the minimum rear setback applicable to the Property from 30' to 21', or apply the "interior" rear setback of 20' (non -waterway rear setback) as the Property in question does not abut a waterway (Section 70-74, Code of Ordinances for water in the North/South District); and Reduce the minimum Floor Area Ratio applicable to the Property from 33% to 35.25% (Section 70-74, Code of Ordinances for water in the North/South District) Reduce the pool setback applicable to the Property from 10' to 2' (Section 70-74, Code of Ordinances for water in the North/South District) A variance from Section 70-74 is appropriate in that all standards for a variance pursuant to Section 66-154 are met, namely: (1) special conditions and circumstances exist which are peculiar to this site not applicable to other sites, (2) the special conditions and circumstances have not resulted from actions of the applicant, (3) granting the variance will not confer onto the applicant any special privilege that is denied to other lands, structures, and buildings under the same zoning, (4) the literal interpretation of the Code would deprive the applicant of rights commonly enjoyed by other properties subject to the same zoning district, (5) the variance is the minimum variance that will make possible the reasonable use of the land; (6) Granting the variance would not permit to be established or re-established any use prohibited in that zoning district; (7) Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan; and (8) Granting the variance will be in harmony with the general intent and purpose of this Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. Telephone (561) 544-8900 • Facsimile (561) 544-8999 • Website PBL-Law.com • E-Mail InfoC PBL-Law.com 3837 NW Boca Raton Boulevard, Suite 200 • Boca Raton, Florida 33431 Town of Gulf Stream May 25, 2022 Page 2 Special conditions and circumstances exist which are peculiar to this site not applicable to other sites. The special conditions which exist on the Property are one of a kind. The Property is situated on Pelican Lane, the most interior and eastern waterfront home on the north side of the canal. The Pehotas purchased the Property on May 7, 2021, intending to build their new residence from ground -up. This request for variance is pursuant to those site plan approvals which are in for the new construction. The land purchased by the Pehotas consists of approximately 10,914 square feet, with a seawall that borders the waterway. The land, however, consists of two parcels. The primary parcel of 10,207 square feet, which incorporates the current residence and abuts Pelican Lane, consists of the majority of the Property ("Parcel 1" on the attached survey). The remaining 707 square feet consists of a small sliver of land extending through the width of the Property, which rests between Parcel 1 and the waterway to the south of the Property. Parcel 1 and Parcel 2 have been, and are currently, used as a single parcel of land - as the residential parcel for the residence located along Pelican Lane. Both parcels are filled upland. The seawall servicing Parcel 1 exists along the southern boundary of Parcel 2, along the waterway to the south of Parcel 2. Parcel 1 and Parcel 2 are codependent, neither parcel providing its intended use without the other. In all respects, Parcel 1 and Parcel 2 are, and have been, intended for use as a single parcel of land. Parcel 1 and Parcel 2 have never been used as separate parcels. Parcel 1 exists within the boundaries of the Town of Gulf Stream. The waterway to the south of Parcel 2 is a basin owned by the City of Delray Beach. Parcel 2, however is neither in the Town of Gulf Stream, nor the City of Delray Beach. Parcel 2, in all respects, is an unintended missed parcel which was not described in the legals of Palm Beach County's conveyance of the water basin to the City of Delray Beach over 50 years ago. Parcel 2 was never incorporated into the Town of Gulf Stream. Despite Parcel 2's consistent use as an additional extension of Parcel 1 and a residential lot in the Town of Gulf Stream, Parcel 2 is legally a "lost parcel", within no municipality and of no use to (and likely no knowledge of) the County of Palm Beach. Parcel 2's "lost parcel" character is certainly not an intended circumstance of the Town of Gulf Stream, the City of Delray Beach, or the County of Palm Beach. The consequences of Parcel 2's legal status, however, have fallen completely upon the Pehotas. Its legal status justifies the variance requested herein. 2. The special conditions and circumstances have not resulted from actions of the applicant. From research of count and Town property records, the "lost parcel" and special circumstances described above have existed since the 1980s. The original conveyance of the water basin to the City of Delray Beach has preexisted many prior owners. The Pehotas had no involvement in the circumstances above and have only owned the Property for one year. There is absolutely no relation of the "lost parcel" to any action by the Pehotas. 3. Granting the variance will not confer onto the applicant any special privilege that is denied to other lands, structures, and buildings under the same zoning. There are no other Properties to the knowledge of the Applicant in the Town of Gulf Stream which have such a unique circumstance as described herein. The Property is one of a kind. No special privilege is requested. Town of Gulf Stream May 25, 2022 Page 3 In fact, the variance and relief requested herein would assure that the same privileges and effective application of the Code is given to this Property as it is afforded to others in the same zoning district. The actual land and Property which makes up the effective residential lot should be considered when determining setbacks and floor area ratios, just as it is applied to each other property in the zoning district. 4. Describe which literal interpretation of the regulations would deprive the applicant of rights commonly enjoyed by other properties subject to the same zoning. For purposes of calculating the rear setback, pool setback and the floor area ratio for the Property, Parcel 2 is excluded, as it is outside of the Town limits. The literal interpretation of the Code presents two unintended results: • The exclusion of Parcel 2 from the Town of Gulf Stream's setback calculation results in an additional 9 feet of setback from the waterway. The effective setback from the waterway giving literal interpretation to the Code is therefore 39 feet from the waterway. Likewise, for the pool setback, the literal interpretation of the Code is therefore 10' 6.25"from the waterway. • The exclusion of Parcel 2 from the Town of Gulf Stream's floor area ratio calculation results in the exclusion of 707 feet of the Property. The effective floor area ratio with the inclusion of Parcel 2 is 32.97%, within the Code requirement of 33%. However, giving literal interpretation to the Code, the floor area ratio then results in a 35.25% floor area ratio. Interestingly, the variance requested herein seeks the reduction of a waterway setback of 30'. However, giving literal interpretation to the Code Parcel 1 does not actually abut a waterway. Parcel 1 abuts Parcel 2, which is a land parcel. Parcel 1 is therefore an interior lot under the Code, therefore calling for the application of a 20' rear setback, not a 30' setback. A waterway setback should be determined from a waterway. If the setback is determined from the town limit line, it is then a 20' setback as an interior lot. The strict application of the Code neglects the application of the same Code given to the other properties in the same district and along Pelican Lane: Each Property has an effective setback of 30 feet from the waterway. Giving literal interpretation to the Code, as proposed by the Town, this Property would be treated much differently, resulting in a 39' setback from the waterway and almost 11 feet from the waterway for the pool. Literal interpretation would further neglect a significant parcel of land which provides waterway access and which is considered in each floor area ratio for other waterfront properties in the District. 5. The variance is the minimum variance that will make possible the reasonable use of the land. The Applicant seeks the effective rear and pool setback and floor area ratio which would apply if Parcel 2 was to be considered in the application of the Code. No variance would be required if Parcel 2 is considered in the calculations. The request is the minimum required to allow for the reasonable use of the land in conformity to others in the same zoning district. 6. Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. There is no request to permit any use which is prohibited in the North/South single family residential district. Town of Gulf Stream May 25, 2022 Page 4 7. Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan; The variance requests the similar effective treatment of the Property to those other properties in the single family residential districts. The variance allows the development of the Property in conformity with the standards, goals, objectives and policies afforded to the single family residential district and the future land use map. A denial of the variance will result in the misapplication of the Code to the Property, and an unintended reduction of buildable footprint on the parcel, the omission of a pool, as well as a 39' waterway setback, not within any of the standards, goals, objectives and policies of the Town and the future land use map. 8. Granting of the variance will be in harmony with the general purpose and intent of existing regulations, will not be injurious to the neighborhood, or otherwise detrimental to the public welfare As explained above, granting the variance will allow the harmonious treatment of all of the properties along Pelican Lane, each afforded a 30' setback from the waterway and an allowable floor area ratio based upon the actual parcel of land. As set forth herein, the variance is both necessary and proper and the Applicant requests it be granted concurrently with its Site Plan Application. Very truly yours, Cristofer A. Bennardo cc: Joseph and Laura Pehota Pehota's Residence ABBREVIATIONS: ABV ABOVE FH FIRE HOSE PO L POLISHED AFF AP ADJ A FINISH FLOOR F IS F 00 ACCESS PANEL ACCESS ADJUSTABLE FP FL G FLR FIREPROOF FLASHING FLOOR PS F PSI PC POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRECAST AC A AL T AIR CONDITIONING AIR HANDLING UNIT ALTERNATE FD FLUR FL FLOOR DRAIN FLUORESCENT FLUSH PR OT PROJECTION QUARRY TILE ALUM AN ALUMINUM ANODIZED FR.DR, FRENCH DOOR ANN ANNUNCIATOR GALV GALVANIZED RADN RADIATOR, RADIATION APPL. APPRO% ARCH APPLIQUE APPROXIMATE ARCHITECT(UCT(URAL) GA GC GL GAUGE GENERAL CONTRACTOR GLASS, GLAZING READ RVS RH REQUIRED REVERSE RIGHT HAND 0 AWI AT GYP BD GYPSUM BOARD ry ISER AWPI AMER. WOODWORK INSTITUTE AMER. WD. PRESERVERS INSTITUTE GB GRAB BAR RO ROOUUGH OPENING BM BEAM HB P05E BIB BLK BLKG BLOCK BLOCKING HDW HOOD HARDWARE HARDWOOD SCHD 5CHEDULE BD BF BOARD BOTH FACES HTG HVAC HEATING HEATING/VENTILATING/AIR SEAL SEC SEALANT SECTION BOY B BOTTOM BUILDING HT,HGT CONDITIONING HEIGHT SERV SHY SERVICE SHEET 0 B/O so, 85 BOTTOM OF BY OTHERS BODY SPRAT Hn HEoR HS HOLLCwN METAL HORIZONTAL HAND SHOWER SO SO SIM SHEATHING SHUT-OFF SIMILAR CAB CABINET IN INCH SL Sr SLIDING SOLID CORE CPT CARPET NCL ID I NCLUDE NSIDE DIAMETER 5 SPEC SOUTH SPECIFICATION CI CK CAST IRON CAULK INSUL INS INSULATION INTERIOR 50 SF SQUARE SQUARE FOOT CLG CH CEILING CEILING HEIGHT SSTL STAINLESS STEEL CEM CEMENT JT JOINT STD 5TANDARD C-C CL CENTER TO CENTER CENTERLINE JB KO JUNCTION BOX KNOCK OUT STL STR SUS STEEL STRUCTURAL SUSPENDED CER CT C CERAMIC CERAMIC TILE CHANNEL LB LAV LABEL LAVATORY `5W SYM SWITCH SYMMETRICAL CLR CL CJT CLEAR CLOSET CONTROL JOINT n LH LTG POUND LEFT HAND LIGHTING TEL TELEPHONE COL COMB COLUMN COMBINATION LW LIGHT WEIGHT TEMP TFG TEMPERED TEMPERED FIXED GLASS CONC CONCRETE MFGR MANUFACTURER THK T4G THICK TONGUE t GROOVE CMU CON CONCRETE MASONRY UNIT CONSTRUCTION PF MASONRY T4B TOP t BO'iT01-I CON JT CONSTRUCTION JOINT n0 MAT MASONRY OPENING MATERIAL T/O TC TOP OF TOP OF CURB CONY CONTINUOUS CONTRACTOR ryA% MAXIMUM TW TOP OF WALL CON CLL CONTRACT LIMIT LINE MECH MECH MECHANICAL MEMBRANE TTP µ� RITERS LABORATORIES CFL COUNTERSINK NG MTL METAL TP TOILET PAPER HOLDER CTSK CRS COUNTERSINK COURSE MEZZ MWK MEZZANINE MILLWORK LC UNDERCUT DS DOWN SPOUT MIN nISC MINIMUM MI5CELLANEOUS UNF UNFINISHED DP DAMPPROOFING MUL MULLION UTIL UTILITY DBL DTL DOUBLE DETAIL NOM NOMINAL U.5, P. UNDER 5EPERATE PERMIT DAG I DA I DAGONAL DAMETER N NIC NORTH NOT IN CONTRACT VB VAPOR BARRIER DI FF DIM DIFFUSER DI MEN5ION NTS NO. - C NOT TO SCALE NUMBER VNR VENT VENEER VENTILATION da DR DN DITTO DOOR DOWN OC a ON CENTER OPENING VERY WF VERTICAL WALL FABRIC D DWG DRAIN DRAWING OPP 00 OPPOSITE OUTSIDE DIAMETER WP WT WATERPROOFING WEIGHT EA EACH OA OH OVERALL OVERHEAD W WI WEST WIDTH WIDE E EJ EAST EXPANSION JOINT PNT PAINT WIN W/ WINDOW WITH ELEC EL ELECTRICAL / ELECTRIC ELEVATION PR PNL FAIR PANEL W/O WD WITHOUT WOOD EMER ENG EMERGENCY ENGINEER PTN PLAS PARTITION PLASTER .5 WOOD BASE EO - - EQUIP EQUAL EQUIPMENT PLAMI PL PLASTIC LAMINATE PLATE EST EXH ESTIMATED) EXHAUST PLTWO PT PLYWOOD PRESSURE TREATED EXIST EXP EXISTING EXPANSION EXT EXTERIOR FT FEET FIN FINISH CLIENT JOSEPH $ LAURA PEHOTA 527 ROLLING HILLS DRIVE FAIRFIELD, CT 06524 TELEPHONE: 203-980-0213 DESIGNER OPUS HOr IES DESIGN $ ENGINEERING 455 NE 5TH AVENUE SUITE D-332 DELRAY BEACH, FL 33483 TELEPHONE: 561-577-8786 ELECTRICAL NOTES: I. ALL FIXTURE AND CUTLET LOCATIONS SHALL BE VERIFIED AND COORDINATED WITH STRUCTURAL ELEMENTS. 2. CONTRACTOR SHALL VERIFY W/ FPtL LOCATION OF SERVICE. LOCATE METER,DISCONNECT t PANEL ACCORDINGLY. 3, ALL ELECTRICAL WORK SHALL BE PREFORMED BASED ON THE N.E.C. AND ALL APPLICABLE CODES 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 5. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH'THW' INSULATION FOR SIZE CIO AND SMALLER. CONDUCTORS LARGER THAN CIO SHALL HAVE 'THW' INSULATION. ALL CONDUCTORS CIO AND SMALLER MAY BE SOLID. ALL CONDUCTORS I* AND LARGER SHALL BE STANDARD. 6, ALL RECEPTACLES INSTALLED OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER. T. ALL CONVENIENCE CUTLETS TO BE OF GROUNDING TYPE. B. SMOKE DETECTORS SHALL BE INSTALLED ON THE CEILING AT BOTTOM OF STAIRS AND AT THE TOP LANDINGS 9. SMOKE DETECTORS TO BE POWERED BY HOUSE ELECTRICAL SERVICE WITH BATTERY BACK-UP, VISIBLE 'POWER -ON' INDICATOR AND A TEST BUTTON. ALL SMOKE DETECTORS TO BE INTERCONNECTED AND MUST SIGNAL SIMULTANEOUSLY WITH TEMPORAL SOUND, 10, CONTRACTOR SHALL VERIFY WITH FPtL THE LOCATIONS OF SERVICE AND SHALL LOCATE METER AND PANEL ACCCROINGLY. 11, VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 122 PROVIDE G.F.I. OUTLETS IN GARAGE, AND LIGHTING FIXTURES WITHIN W-0' OF SWIMMING POOL EDGE, 13. ALL BRANCH CIRCUITS SHALL BE IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 14. ALL CONDUCTORS SHALL BE COPPER, LIN O. CONDUCTORS CB AND SMALLER SHALL HAVE T. W. INSULATION: CONDUCTORS LARGER THAN 98 SHALL HAVE T.H. W. INSULATION. 15. INSTALL ELECTRICAL SWITCHES WA.F.F. UNLESS OTHERWISE NOTED. I6. ALL RECEPTACLES SHALL BE INSTALLED 12' A.F.F. UNLESS OTHERWISE NOTED, IT. CLOSET LIGHTING SHALL BE MIN, W CLEAR FROM EDGE OF SHELVES. PLUMBNNIS NOTES I. SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER LINES SHALL BE COPPER (UNLESS NOTED OTHERWISE). 3. CONDENSE LINES SHALL BE 3/4' 0 PVC (SCHEDULE 40),INSULATED WITH 1/2' AMAFLEX. 4, HOT WATER LINES INSULATED WITH I' AMAFLEX ABOVE. 8. PROVIDE AIR CHAMBER WITH ALL WATER SUPPLIES, 6. COPPER WATER LINES RUN UNDER SLAB SHALL BE PROTECTED BY MINIMUM OF 12' OF EARTH COVER, I' ARMAFLEX (HOT WATER ONLY) AND SLEEVED TO 12' ABOVE SLAB, T. PROVIDE CONDENSE DRIP PAN UNDERNEATH ELECTRIC WATER HEATERS. METAL PANS SHALL BE GALVANIZED AND RUSTPROOF. PROVIDE DRAIN LINE FROM DRIP PAN TO EXTERIOR OF BUILDING, 8. SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (26') GALLONS PER MINUTE EACH. 9. HOSE B185 TO BE PROVIDED WITH BACK FLOW PREVENTER. 10. ELECTRIC WATER HEATER SHALL HAVE A STAND BY LOSS NOT TO EXCEED 4 0 WATTS PER SQUARE FOOT TO TANK SERVICE AREA . 11, PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED. (SEE BUILDER TO VERIFY) 12. AL l POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL SUBCONTRACTOR AND SHALL BE PERMITTED SEPARATELY. SEE POOL SUBCONTRACTOR'S ENGINEERED SHOP DRAWING. PLUMBING CONTRACTOR SHALL PROVIDE (2) TWO COPIES OF THE 'A5-BUILT' PLUMBING RISER DIAGRAM TO THE ARCHITECT OF RECORD. 13. THE PLUMBING SUBCONTRACTOR SHALL PROVIDE A HOSE BIB AT THE POOL EQUIPMENT LOCATION (VERIFY LOCATION WITH OWNER) AND SHALL LOCATE A POOL -FILL LINE WITH A VACUUM BREAKER, PLUMBING SUBCONTRACTOR SHALL COORDINATE WITH POOL SUBCONTRACTOR AND SHALL ALSO PROVIDE A LINE, TIED DIRECTLY FROM THE 'FILL' LOCATION, UNDER POOL DECK (SLEEVED IN PVC PIPE) INTO TILE BAND AREA OF POOL AND COORDINATE SAME WITH SUBCONTRACTOR. 14. ALL CLEAN OUTS UP TO GRADE. 15. NO VENT STACKS SHALL PASS THROUGN ROOF CRICKETS OR VALLEYS, 16. S1ZE AND LOCATION OF CLEAN OUTS SHALL CONFORM TO ALL LOCAL BUILDING CODE. IT, FIXTURE SUPPLY SIZES 514ALL CONFORM TO ALL LOCAL BUILDING CODE. 10. PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION, STRUCTURAL TUNAY CONSULTING, ENGINEERS INC, 3500 NN 2ND AVE #708, BOCA ARATON FL 33431 TELEPHONE: 561-3q1-6227 SENERAL NOTES: I, CONSTRUCTION SHALL FOLLOW 'F.B. C. 2020 TTH EDITION' AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. SHOULD BUILDER COORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIOJS, ETC. PRIOR 70 STARTING ANY WORK AND WITHIN SEVEN (Y) CALENDAR DAYS OF BUILDERS RECEIPT OF THESE PLANS SHALL NOTIFY ARCHITECT OF RECORD (IN WRITING ONLY) OF ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERR OF COMMISSION OR OMISSION OR NOT). OTHERWISE ARCHITECT OF RECORD WILL NOT A55UME ANY RESPONSIBILITY FOR ANY ERRORS, AND THE BUILDER, SUBCONTRACTOR, SUPPLIER, ETC, SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS AND CORRECT ERRORS AT THEIR DWN EXPENSE. 4. TO THE BEST OF MY KNOWLEDGE AND ABILITY THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRELY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY BE SPECIFICALLY ADDRE55ED ON THE PLANS AND NOTES. 5. SITE WORK. FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE COMPACTED TO A MINIMUM OF %% AND A MAXIMUM DENSITY AS PER ASTM D-1557, CONTRACTOR SHALL VERIFY UNDER COMPACTION, ALLOWABLE SOIL BEARING PRESSURE 2500 P.S.F. MIN. 6. WOOD: ALL STRUCTURAL LUMBER TO BE DCUGLA5 FIR -LARCH N0.2 OR BETTER. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED, SHOP DRAWINGS AND DESIGN CALCULATIONS FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL OF A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. T. DOORS AND WINDOWS: WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM WITH THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS. ALL SLIDING GLASS DOORS SHALL BE TEMPERED, ALL WINDOWS AND DOORS SMALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS COMPLIANCE WITH FLORIDA STATE MODEL CODE SECTION 502A WINDOW AND DOOR MANUFACTURERS SHALL ALSO COORDINATE WITH BUILDER FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION. e. THE ARCHITECT OF RECORD RESERVES, MAINTAINS AND RETAINS IT-5 COMMON LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED AND/IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, SPECIFICATIONS, ETC, THESE PLANS, IDEAS, DESIGNS, ETC, ARE NOT TO BE REPRODUCED COPIED DUPLICATED ETC. IN WHOLE R IN PAR WITHOUT HE XPRE O A T E 55 WRITTEN PERMISSION FROM THE ARCHITECT OF RECORD NOR ARE THEY TO BE LOANED OR ASSIGNED TO ANY PERSONS, FIRMS, ASSOCIATIONS, CORPORATIONS, ETC. WITHOUT FIRST OBTAINING A WRITTEN PERMISSION FROM THE ARCHITECT OF RECORD, IN EACH AND EVERY INSTANCE, 9. ANY CHANGES, REVISIONS, ALTERATIONS, ETC. REQUIRED TO THESE PLANS, DRAWINGS, SPECIFICATIONS, ETC. SHALL BE REQUESTED IN WRITING ONLY BY THE BUILDER OR BY THE OWNER TO THE ARCHITECT OF RECORD ANY CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE BY THE ARCHITECT OF RECORD (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT OF RECORD FROM ANY AND ALL RESPONSIBILITY, CLAIMS AGAINST THE ARCHITECT OF RECORD FOR CULPABILITY, ETC. FROM THE DATE SHOWN ON THE PLANS ORIGIN UNTIL THE END OF TIME, 10. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND/OR PLAN SPEC IFICATION5, 11. ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED WITH MANUFACTURERS RECOMMEND AND SPECIFICATIONS. 12. APPROVED MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND SPECIFICATIONS FOUND IN THE5E PLANS. DEVIATIONS FROM THESE PLANS, SPECIFICATIONS AND NOTES MUST CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION 13. NO ONE SHALL ASSUME ANT DIMENSION BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR ANY REPRODUCTIONS AND SAME. IF ANT ADDITIONAL DIMENSIONS ARE REQUIRED BY CONTRACTOR AND/OR RESIDENT, CONTACT THE ARCHITECT OF RECORD FOR VERIFICATION. OTHERWISE, THE ARCHITECT OF RECORD WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY ERROR NOR WILL THEY CORRECT ANY ERROR AT THEIR EXPENSE. 14. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH F.B.C. 2020 TTH EDITION, 15. ALL SHOWER ENCLOSURES AND DOORS TO HAVE TEMPERED GLA55. 16. ALL SLIDING GLASS DOORS TO HAVE TEMPERED GLASS. IT. GLAZING CONTRACTOR SHALL INSTALL ALL GLASS IN ACCORDANCE WITH F.8.0 2020 TTH EDITION, IB. ALL EXTERIOR FIXED GLASS (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED GLASS SHALL NAVE TEMPERED GLASS. - 19. ALL SHOWERS MUST BE EQUIPPED WITH ANTI -SCALE FAUCETS &ENER,A1. FLOOR PLAN NOTES: I. SEE FOUND. PLAN FOR SLAB STEPS t SLOPES t FOR COLUMNS,FILLED BLOCK CELLS, ETC. 2, VERIFY ALL MASONRY t WO. FRAME OPENING SIZES TO FIT DOORS t WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS, 3. USE WATER-RESISTANT GYP. BOARD N ALL BATHROOMS t OTHER WET AREAS. 4. PROVIDE WOOD BACKING BEHIND CABINETS, SHELVES, BATH ACCESSORIES, ETC. 5. ALL ATTIC SPACES AND SPACES ABOVE CEILING 5HALL BE DIVIDED INTO HORIZONTAL AREAS NOT TO EXCEED 3,000 SY BY DRAFT STOPS. PROVIDE A 22'X36" (MIN) ATTIC ACCESS INTO EACH SPACE DIVIDED BY A DRAFT STOP. (SEE DTL SHEET) LANDSCAPE DAN CARTER LANDSCAPE ARCHITECT 74 NE 5TH AVENUE DELRAY BEACH, FL 33483 TELEPHONE: 561-272-9621 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 INSPEX OP E RAWIN&S COVER SHEET SITE PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS COLORED ELEVATIONS COLORED ELEVATIONS DRAINAGE PLAN DRAINAGE DETAILS DRAINAGE NOTES SEPTIC PLAN SEPTIC NOTES AND DETAILS SITE POLLUTION MITIGATION PLAN LANDSCAPE PLAN IRRIGATION PLAN EX15TING TREE PLAN LAND SURVEYOR LANDTEC SURVEYING 481 E. HILLSBORO BLVD. STE 100-A DEERFIELD BEACH, FL 33441 TELEPHONE: 561-367-3587 OPUS HOMES U z h-I ,may y.ly W W a - ao z Ce 137 ? L y: Q "Hikmet c4Tumer r.b ;pTuma E_Y 4 Q W O z z Q IL tu V/ W IL W O � V n [L O Z REVISIONS: SUBMITTALS: TOWN 05.26.22 REVIEW BOARD: PROJECT #, 21-tOIO DESIGNER. RB DRAWN BY RB/DC PLAN IRS REVIEW: COVER SHEET �� RETAINING WALL. REFER TO CIVIL DRAWINGS CONCRETE STEPPING STONES. REFER TO LANDSCAPE DRAWINGS 48' HIGH ABOVE GRADE ALUMINUM FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS POOL PUMP t GAS POOL HEATER. CONTRACTOR TO COORDINATE 51ZE AND LOCATION PRIOR TO INSTALLATION GAS TANK -LESS WATER HEATER #I M'W8" ALUMINUM GATE WITH 48" HIGH ABOVE GRADE FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS 6'-0' HIGH ABOVE GRADE MASONRY WALL WITH SMOOTH STUCCO FINISH, REFER TO STRUCTURAL DRAWINGS N88.47'05'W NEW DOCK 72.00'(L) (BY OTHERS U.5. P.) PROPERTY LINE ------------------- SEAWALL BELOW. PROP�� ' PROVIDE DECK ABOVE c I i — — — — — — — — I I 30' x IS' I`OOL (BY OTHERS IU.S, P.) I - _5• 4'_7" Ip' p• 4:_7• S I PLANTER i Ow _—�--_------- oz POOL SETBACK ' -- U�— ---------------_ POOL DECK PAVERS ON SAND mam ( REFER TO) LANDSCAPE ¢ w --------_}----.—-.--.�0—'2° L'pS1Y1L EP— __ DRAWINGS � REAR SG'TBACK O Tppp _ -� __*I---- — — — — ---------------_ `7N I� RETAINING WALL. R SUNEiWELF EFER TO CIVIL A 1 i 11 l l l l l rig. PROVIDED SIpE SETBACK I�� �ROF-nsED T f �rYN'-RoTE" O R-- .u FIN.FLSRDENL 80NAV 14 d ' .--------- 1 i II� � C �LI �TIIII..c.yV,. .♦.+>♦9III�0'III♦.��I OEM III, I IN%IVIIN R 01 CONCRETE PTI SYSTEM I�. ♦�♦��'v' i�`�♦•i!,�♦�♦� 'XIS - .......... CIVIL DRAWINGS LAIDSCAP DRAWINGS In ♦i♦i♦i♦i♦i♦i♦i �i��, %i�i�i�i♦i�i�i�i�i�s'►i P E L I C A N L A N E --.__-----------------IB' ASPHALT ROADWAY— — — - -- -- —— 20' RIGHT OF WAY (PER PLAT) CONCRETE STEPPING STONES. REFER TO LANDSCAPE DRAWINGS OUTDOOR SHOWER GAT TANK -LESS Z WATER HEATER #2 1 yI 8 W 48" NIGH ABOVE 1 GRADE ALUMINUM pO 1 FENCE TO COMPLY WITH Al' IS' d POOL ENCLOSURE ✓Y REOUI REMENTS PROVIDED AR SETBACK I TRASH BINS 2 1 (2)3'O"s48" ALUMINUM GATES WITH 4W HIGH ABOVE GRADE FENCE TO it I COMPLY WITH POOL 1 ENCLOSURE REQUIREMENTS 1 1 ELECTRICAL SERVICE. CONTRACTOR TO 1 COORDINATE SIZE AND 1 LOCATION WITW FPL PRIOR TO INSTALLATION I 51TE NOTES: • ALL LANDSCAPE TO BE COORDINATE BETWEEN OWNER AND G.G. • COORDINATE LANDSCAPE FOR EQUIPMENT BUFFER. • FENCE/GATE AT PROPERTY LINE TO COMIPLT WITH POOL BARRIER CODE REQUIREMENTS. • G C. TO COORDINATE ALL EQUIPMENT PADS TO BE 0 ABOVE FEMA BASE FLOOD ELEVATION + I FOOT. • SEPTIC SYSTEM DESIGN BY OTHERS. G.C. TO COORDINATE LOCATION WITH DRI V EWAT AND LANDSCAPE. REFER TO CIVIL DRAWINGS, Proposed Site Plan Scale: 1 /8r 1'-0" TOWN OF GULF STREAM, SITE DATA TABLE LOT AREA 10207 S.F. F A.R. CALCULATIONS EKISTING DEMO NEW NET 1st FLOOR LIVING S.F. S.F. 5,F. 1990 5.F. CEILING OVER 15' 5.F. 5.F. 5.F. 31 S.F. 2nd FLOOR LIVING S.F. S.F. 5.F. A34 5 F. TOTAL LIVING 5. F. S.F. S.F. 29555F. lot FLOOR COVERED S.F. SF. 5.F. 252 5.F. 2nd FLOOR COVERED S.F. 5.P. 5,F. 0 S.F. TOTAL COVERED S.F. 5.F. 5.F. 282 S.F. GARAGE S.F. S.F. 5.F. 46S 5.F. GROSS FLOOR AREA S.F. S.F. 5.F. 5692 S.F. OUT BUILDING S.F. 5.F. S.F. 0 S.F. I TOTAL F.A.R. PROPOSED (VARIANCE) 3692 S.F. FIRST 20,000 K .33 3368 S.F. OVER 20,000 x .20 0 S.F. TOTAL ALLOWABLE F.A.R, 3368 S.P. PER MANUAL TOTAL FIAJRDSCAPE AREA - - - - 5648 S.F. INCLUDING BUILDING REQUIRED LANDSCAPE AREA (40%) -- - 4083 S.F. ACTUAL % OPEN SPACE - - 47 % /LANDSCAPE AREA 4014 S,F. MA%, 21d FLOOR AREA ALLOWED - _.. 50 % 2445 , 0.50 - 1223 1223 S.F. MAY 2,4 FLOOR AREA PROVIDED - - ---- - - 38 % P34 S.F. ARCHITECTURAL STYLE ANGLO CARIBBEAN ZONING DISTRICT RS N/S RESIDENTIAL SINGLE FAMILY - NORTH/SOUTH DISTRICT BUILDING HEIGHT EL.t25'-44p' 2NO FLOOR MAY, BEAM HEIGHT EL.t21'-0' GROUND FLOOR FINISH FLOOR ELEVATION 8.00' N.A.V.D. SECOND FLOOR FINISH FLOOR ELEVATION 2000',N.A.V.D. LEGAL DE5CRIPTION: PARCEL 1: A PARCEL OF LAND IN SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT A POINT IN THE NORTH LINE OF LOT 25 OF THE SUBDIVISION OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 10, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AT A DISTANCE OF 133 WESTERLY, MEASURED ALONG THE NORTH LINE OF SAID LOT 2S, FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY, ALONG THE NORTH LINE OF SAID LOT 25, BEING ALSO THE SOUTH LINE OF A 20 FOOT ROAD AS SHOWN ON SAID PLAT, A DISTANCE OF 94.50 FEET; THENCE SOUTHERLY, PARALLEL TO THE EAST LINE OF SAID LOT 26, A DISTANCE OF IOY FEET, MORE OR LESS, TO THE WATERS EDGE ALCXJG THE NORTH LINE OF A YACHT BASIN; THENCE EASTERLY, ALONG THE WATERS OF SAID YACHT BASIN, A DISTANCE OF 94.52 FEE, MORE OR LEST, TO A POINT IN A LINE RUNNING 511UT14ERLT FROM THE POINT OF BEGINNING PARALLEL TO THE EAST LINE OF SAID LOT 25, THENCE NORTHERLY ALONG SAID PARALLEL LINE, A DISTANCE OF 109 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PROPERTY ADDRESS" 996 PELICAN LANE GULF STREAM, FL 33483 FLOOD ZONE: AE FLOOD MAP 120 PANEL: OF81 SUFFIX: F PANEL DATE- 10/05/2017 I BASE FL ELEVATION OR DEPTH: 6 NAVD IFW COMMUNITY NUMBER" 125109 5ITE PLAN NOTM I LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE CROWN OF ROAD. 2 LOT DRAINAGE SHALL BE AS ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 3. LANDSCAPING, IRRIGATION, BERMING, ETC.., SHALL BE AS ALL LOCAL CODES, REGULATIONS, RESTRICTIONS HAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BY BUILDER. DRIVEWAYS, WALKWAYS, SLAB ON GRADE, POOL DECKS, SWIMMING POOL ARE BY OTHERS AND PERMITTED SEPARATELY. 4. SWIMMING POOL, DECK, SPA, ETC., BY OTHERS, SEE POOL SUBCONTRACTORS ENGINEERED SWOP DRAWINGS. PERMITTED SEPARATELY. SEE OWNER, 5. LAND SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON SITE AND ANT OCCURRING SETBACK ENCROACHMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANT WORK BEING DONE. 6 SITE PLAN AS DRAWN REFLECTS ARCHITECTS CONCEPTION OF OVERALL SITE LAYOUT AND FEATURES, AND MAY NOT NECESSARILY BE AN ACCURATE REPRESENTATION OF THE BUILDERS STANDARD INCLUDED FEATURES OR LAYOUT AND DESIGN. OPUS HOMES I� REVISIONS SUBMITTALS: TOWN 05.26.22 d REVIEW BOARD: K Nt 3 � PROJECT # 21-I0I0 DESIGNER: RB DRAWN BY RB/DC PLAN RB REVIEW: SITE PLAN Qp� F P-1 II I I I I I I I I II 9PA SPILL — — — — — — I OVER POOL POOL — — 15ED 5P DICK I I I I I I --- ---- s�NlElp---------------------- IACC i--------------------------------rt - - - - - - - - - ® ---_-- -_ -- - --- =-__ - LINE INDICATED li D --------3 ---- ---- -- EDGE OF ROLL DOWN SCREEN OFF r BALCONY ABOVE ENCLOSURE. G.C. TO II I■ _ ■■ ■ , COORDINATE I� �u, ----------------- I I � E— I I g L10661A I I i i III N 10� CLG. a' - -------------- - -_-- ----_ V m OOI ------ 1I I ■ I I II �,I I I I I II i 1 I i Ii � ,I I I MOD cRTER -LJ O _DRAWINGS FOR FINAL ■■ ■ ® BEDROOM ® _ _______ Ems_-_ �� ® E AND NG5 FOR FI NS 4 515E CABINET SHOP I DESI I I © I I I ® I I ------------ OUTDOOR I SHOWER - J 1--J to' CLG. F- O -----------'- KITCHEN �O GAS TANK -LESS r E Io°cLG. p �ij too CLG. 8 WATER HEATER. ® ® DINING Q ® I CONTRACTOR TO ® +361' AFF l7i COORDINATE SIZE R65 R65� IO�CLG. ISLAFlD `I�- ■ I /LOCATIOROON Iii Ii N IOA CLG. ', I �DNO I tt ww� I TE STOOP. REFER RTO 8 Q R 2 2 HIS SINK > U ■ I 5TRUCTURAL arcFD ■ Utz W/DISP OUL DRAWINGS I, O Z a z I R HER �0 Cy LGi PANTRY_ E�oZZ° closer ----------- r; r I aw F I 0CLG. RCS WIN = 8 w D m I■ a. CLG. 9 LAUNDRY Q I a31-�z TEMP _____ -� �iA-CLG 9A CLG N Q - INDICATES O w GLASS O EDGE OF SECOND I5 9A CLG. 5 LINEN DOOR 10 FLOOR ABOVE GAS TANK-LE55 « 4 O WC SINK WASH DRT WATER NEATER. I ■ 9�CLG. UP K N [LA W'—' - --- CONTRACTOR TO d N � ®) COORDINATE SIZE FLINE '. d LOCATION L - -+ �n n FOYER Q I MA r G C TO COORDINATE -SmIlt --� 22 cLG. - - >EENi TH�u RpDP ■ m w 9'I CLG. _____ ____�_ CIm BATH SAFETY ®® _ ® O ,ANUk2 " m a w] ® aF IO*CLG. TEMP t• 10 IN ________ i_ - GLASS I I 4" � - 21" f �22"x36" PROVIDE _ >jATTIC I C P.2 FLOOD VENT. LAV LAV SHOWER 9 ® _ ____ _ PROVIDE R-II L JACCE55 REFE® DETAIL TO N ENTRY INSULCAR TION AT ■ ® ■■■ ® 9TORA6e WALLS TTP. ELEC I FfH�I ■ ® PANEL BEI- L --� ® ----- ---- -------- ■ ®® ® ®■ 3-GAR w PANELE5 8ARA60 o 10°CLG. N---------- IF---------- ■ I I I 2 Cf11 IPRI I I EONN�g ■ PROVIDE 5/B" TYPE 'K' I ROOM 2-1A1 GARAGE FLOOID DRYWALL F R-II 36°x46" CONCRETE 102 CLG. �423 5FAVENT /C200 SFSPER INSULATION A®FLOODVENT. STOOP. REFER TO ®®NT = 3 VENTS. GARAGE CEILING REFER TOSTRUCTURAL OkD.VENTSDRAWINGS LUMNSTURAL 7 I LL�� II I I I I © I PROVIDE — ® — ■ ® FLOOD VENT. — — — — — — — DETAIL ._---_7 L__--�--- `2" GARAGE R-DOM AA'INd---'.. 1 `DOOR RAIN RECE u I AAAAAAAProposed Ground `k ELECTRICAL ' SERVICE. CONTRACTOR TO COORDINATE I WITH FPL SIZE i LOCATION PRIOR TO INSTALLATION OPUS HOMES U Z H-I cn u� W �� r [- =LL'VmF�w oa umer Q tu zZ A�Q .`� cz V/ W IL T w tu �wIL Z K O REVISIONS= SUBM7TAL5. TOWN 05,26.22 REVIEW BOARD PROJECT 21-1010 DESIGNER. RB DRAWN BY RB/DC PLAN RB REVIEW GROUND FLOOR PLAN P-2 Proposed Second Floor Plan scale: 17 "=1'-u OPUS HOMES d esgn �ngn ng R�rha.r.!oxi.,i;ro.r^Ls nee U z FBI �y��yaa �.iy LJ w a w Z am o z �k"Y- w= w g�vy�d; � V ~rY �pa.4 o �a Hikmet;, !:Tumer °g pTumay a a lu 0 zzIL lu jU IL 0 � � n w IL z K 0 REVISION5. SUBMITTALS. TCNN OS REVIEW BOARD. PROJECT - 21-1010 DESIGNER. RB DRAWN BY. Re/DC PLAN RB REVIE, . Roof Plan Scale: 1 4 =1 -0' IROOFFLAN P-4 I - H-='X-URE I HINKLEY E'E✓aT'O\ NOTES FLAT GEMEN7 RAF TILE. INSTALLED PER MANUFACTURER SPECIFICATIONS L DECORATIVE ALUMINUM BAHAMA SHUTTER WHITE COLOR SMOOTH STUCCO FINISH. µ b1 2" OVER 4" SMOOTH STUCCO BAND 2^ SMOOTH STUCCO BAND 6'-0` HIGH ABOVE GRADE MASONRY GARDEN NALL WITH SMOOTH STUCCO FINISH ] STUCCO FINISH TO 51MULATE 6° SIDING PAINTED IMPACT RESISTANT WINDOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE ]� 4" STUCCO BAND WITH I" EX-RU51ON 0 INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRESS VENEER SMOOTH STUCCO BAND AROUND WINDOWS _ �� M54"I ITN STUCCO WINDOW SILL HIGH DENSITY WITH HARD COAT PAINTED OUTRIGGERS SMOOTH STUCCO FRIEZE BOARD AT SOFFIT - TYPICAL BW HIGH ALUMINUM RAILING WHITE COATED FINISH HIGH DENSITY W TN HARD COAT DECO BRACKET f 22" HIGH ALUMINUM RAILING WHITE COATED FINISH 4B" HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINI5H DECORATIVE LIGHT FIXTURES, REFER TO OWNER FOR SELECTION [v� NOT USED Proposed North Elevation Scale: 1/4"=1'-0" Proposed South Elevation Scale: 1 4"=1'-0" go OPUS HOMES v z x w w � - w - z Q� w :D z � Himetes :° n­0 - a mu -,!�Tumer E�ngen — c Igamrn � Tuma ,.s �a z a A 1X O w lu J � Q tu a U _ N 4 IL 0�14 >S lL awO 0 REVISION5. SUBMITTALS: TOWN 05.26.22 REVIEW BOARD: PROJECT 2I-IOIG DESIGNER- RB DRAWN BY: RB/DC PLAN RB REVIEW NORTH SOUTI-I EL>=NATIONS P-5 I LIGHT=IXTLIRE I HARBOR HINKLEY EL.E'V iTIO\ NOTES A� FLAT CEMENT ROOF TILE. INSTALLED PER MANUFACTURER 5PECIFICATION5 L DECORATIVE ALUMINUM BAHAMA SHUTTER WHITE COLOR T SMOOTH STUCCO FINISH. M 2" OVER 4" SMCOTH STUCCO BAND l�nll I 2" SMOOTH STUCCO BAND 6'-0" ABOVE GRADE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH HIGH 9T11C0 FINISH TO 51MULATE b" 51DI11G PAINTED ❑P IMPACT RESISTANT WINDOW AND DOOR (WHTE FINISH) REFER TO SCHEDULE u I r u 4" STUCCO BAND WITH I' EXTRUSION O INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRESS VENEER 3° SMOOTH STUCCO BAND AROUND WINDOWS R 4" SMOOTH STUCCO WINDOW SILL I HIGH DENSTY WITH HARD COAT PAINTED OUTRIGGERS�, 5MOOTH STUCCO FRIEZE BOARD AT SOFFIT TYPICAL [H 39" NIGH ALUMINUM RAILING WHITE COATED FINISH ( 1 '1 HIGH DENSITY WITH NARD_COAT DECO BRACKET 22" HIGH ALUMINUM RAILING WHITE COATED FINISH _ 40" HIGH ABOVE FiN15H GRADE ALUMINUM- FENCE WHITE COATED FINISH �K DECORATIVE LIGHT FIXTURES. REFER TO OWNER FOR SELECTION NOT USED Proposed East Elevation Scale: 1/4''=1 0' Proposed West Elevation Scale: 1!4"=1'-0'' BEAD 21 -0 5� T.o BEAM EL T.O.TRU55,. EL.+I� -O-O T.O.BEAM EL.+10'- 0"0" T O.SL EL.+O'-0 OPUS HOME17 z I --I Y+�1 LJ W } _ y [~ Y O C- rn -� l 01911i1tysl rred �/ Hkmet Tu e Hikmet nc�ouli� ttg �Tumer Cnntul„° n E! umayempa,e°zoz o� E- 04t3:19� Q Q tu 0 Zlu Z u" Q � � I�LIQQ� � v � N J lu tL H � A'n O U V 0 z O t- REVISIONS: SUBMITTALS. TOWN 05.26.22 REVIEW BOARD: PROJECT >s: 21-1010 DESIGNER: RB DRAWN BY: RB/DC PLAN RB REVIEW: EAST $ NEST ELEVATIONS P-6 f DOOR SCHEDULE EXTERIOR DOOR TYPES (AS VIEWED FROM EXTERIOR) r_q. 12r_0. 3'-II' 3'-10' EO EO EO O O EO EO O O O Br_o. EO EO 0 WINDOW SCHEDULE O WINDOW WIDTH SIZE HEIGHT __ WINpOW TYPE FRAME FRAME COLOR ROUGH OPENING REMARKS A B 7-6" 2 2'-6" 6'-0" 6'-0" FIXEp GL_5. 1 FIXEp GL5. ALUM. ALUM. WH17E PER MANUF. SPECS WHITE PER MANUF. SPECS C W-0" 7'-0" FIXED GLS, ALUM. WHITE PER MANUF SPECS D 4'-0" W-0" FIXED GLS. ALUM. WHITE PER MANUF. SPECS E F 2'-6" i'-0" CASEMENT ALUM. WHITE PER MANUF. SPECS NOT USED NOT USED G W NOT USED J 21-0" v-6 FIXED GLS, ALUM. WHITE PER MANUF. SPECS K 2'-0" W-0° FIXED GLS. ALUM. WHITE PER MANUF. SPECS L 2 2'-6' W-0" CASEMENT ALUM. WHITE PER MANUF. SPECS M 3'-W S'-0" FIXED GL5. ALUM. WHITE PER MANUF. SPECS N 2 2'-6' v0. FIXED GL5. ALUM, WHITE PER MANUF. SPECS SEE ELEVATION FOR 2 'N' WINDOWS WITW A 'P' ABOVE P 2)2'-6' 6'-0" FIXED GL5, ALUM. WHITE PER MANUF. SPECS 5EE ELEVATION FOR 2 'N' WINDOWS WITW A 'P' ABOVE II NINDON TYPE (AS VIEWED FROM EXTERIOR) 11 2r_6. Sr-0. 3r_0. 4r-0. 2r_6. b § 4 § m O O © O O FIXED FIXED FIXED FIXED CASEMENT 2'-0' 7-0' "-0' 3 0' 3 0' - I m a _ � m O O © O CASEMENT FIXED FIXED FIXED r FIXED § a FIXED b FIXED m § OPUS HOMES U z 1�1 N� w Y - Qm w ?� z W'g Y O ¢S _ `E �a wWuMap UHikme Nme�, d.l Con. �Tumer m 1 wrC�i, g, E-TumayiuF Q W zzu- tu Q zlu � U � W IL 0. .n O � V O REVISIONS SUBMITTALS. TOWN 05.26,22 REVIEW BOARD: PROJECT u: 21-1010 DESIGNER: RB DRAWN BY. RB/DG PLAN RB REVIEW: WINDOW $ DOOR SCHEDULES P-7 MATERIAL SCHEDULE R 10.1.21 (Rvsd SaM Par Owner Rn, Pod oa a) cW Kay Bofanlal r Common N.- - S(of 2 Cat Cowwpw erectua/ Green Mmom-od tree 14x6ft.,6fl.o1. 2 CnP CobbsnutlHre / C—ut prm 4 ftxleerwood, 1&20n.w. 3 Cmp C."t. mltn7 Hamill palm 15x811.,hey.mgl. i Ampd dat Adonldis mwlllll / Chmea Palm, cola, 14e.dba. 7 CM Cseawna hsamsboePhella/Powder Puff tma 74ft.-OkSld. 1 Vmpd lbidl Vemomna/ gomsrleVenchll palm, "Is 10ftoa,bpk 1 Pp-h PhwnM mbllnaWiybad daw pro 14.10n.w., 5 maln stems, v dloal gn Mh habit, apaom. 3 Bg-at Bougamvdl.., CA, and 4x26. 114 Cg • Ck" gutMCWS.. Laud Clusa 39 70 PN Pi toapomm t vsrlpatsdNedgM.d pitt 3g 57 MI-7 • Myrd-11 q kg— c Irmostopper 3g. to P-m P If de n rod omg 39 300 0J opnitPggpn j ponlcusl Marto greas 1g M Mg • Muhey, gross, pink 39 w Gff • Green blend flan 39. 20 J. J—me, asi.ec *"- 3g. 55 P-bm Phflld.—, Bun. Mea 39, 45 Pm7 Podcwpus makIv Vow 7p, 3 IN B—HIC!, enpedelemo. 7g, 35 Ae-m Asparagus meyed0Fox1a0 fem 39, 3 Ct-n C=m teminlawalisn ti, red abler 79, 5 Leg Lkbp evergreen glom/Gant Ilrope 39, 1 Gi Gardena jasminoW" Woml Supreme Gardena Wkvtd. Panting sills, ew epee 5 d-W. Muth, sM spew 5 oCCU Sod. solid floratsm WNNILA)�tMgas SITE DATA, RESIDENTIAL A Total lot area 10,914 Sq.Ft B. Stnloturea, pWkblks g, waft, dmros, Co.. 5,848 Sq.Ft C Total Pervbus ems ((>A-B) 5.086 Sq,Ft D. Am of thee'. & groundeann r (REQUIRED) 1,013.20 Sq.FL D-C x .20) E. Abe of trees, shrub., 5 grourrcowm pmvkled 1,278.75 Sq.Ft F. Native vegetation REQUIRED (F= D x .26) 253.3 Sq.Ft. G. Native vegetation PROVIDED W9.5 Sq.Ft H. Total number of e)d.ting trees 4 Tmea I. Total number of REQUIRED trees Tea (I - A - 2500 sq.ft) J. Total wmber of trees PROVIDED a T (J - H + I +any addti. tow) K. Total number of native trees REQUIRED 2.5 Trials;L. Total number of native trees PROVIDED 4 Thaws Ti L 45' HIGH ABOVE GRADE ALUMINUM FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS -. N55.47-o5°W NEA DOCK 71'.'(L) (BY OTHERS U.S.P.) ^��_____-�__�ROPERTT LINE _- __________________________________________________________________________tea V'4iI SEAWALL BELOW, OVE PROVIDE DECK AB --_________________________ ________ J I � I I I Do' x IV POOL q I --- (BY OTHERS Ius.P.) - POOL DECK I - PAVERS ON SAND fyl ! (BREFER TOOTHERS) I 4 5" 4-7• 12 0' 4-7'4-6' LANDSCAPE 1 DRAWING5 I I SUNTELF 1 a NITW Jam) COMPLY�- i� W-0- HIGH ABOVE I GRADE MASONRY y 1�� 1 "1011 41��i�i . r•• STUCCO FINISH. ts-REFER TO �iicr-.� •.r: wie� TRUcrU RAL ��;;�ek i -•. txv z T TAINWALL. EFER TO CIVIL aa n� 1 1 40" HIGH ABOVE - GRADE ALUMINUM 1 FENCE TO COWITH M �ERE r REAUIREMENTS n 5 (2)VOWS' ALUMINUM GATES WITH 45' HGGH ABOVE GRADE FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS LANDSCAPE PLAN - (Iv 5.322 Per 0— Rvsn, Pool Deck, Driveway `.. O LL U) Z EL Z O W LL- w O Q Qa Z W Q. W w 5 O cn J 4z NW / woven i om Dan Carter D.2121 eTvx� xye ra. 413211 '1 OF.; 3 SHEER I I z � I I I I I Dlp I I NOTE: SEE LANDSCAPE z o PLANS FOR BRICK PAVER I Wm m PATTERNS 4 I CHMARK ¢ z 41 ELEVATION = + 2.82 PE_LICAN LANE 'tap tip, �- -IDSC _ MATCH - - EXIST EL = 1�0 t2.5-2.8 ,�c� T.O.W. EL = 4.83 MIN 4" FREEBOARD xti _ - $ V -- 4.33TRE - -- _ - 1A RAIIN RIM IL-1 EL = 4.00 R - - - _ T.O.W. EL = 4.83 4.00 ddd/// x 1.50 w w � .,. 5.40 F �� - ^r4j�x H• 4,50 x� 1� 'off 5.25 5.50 5.50 � xt 6.11 0 7.50 9 x�5 - 4.00 ® 1.50 4.00 0 7.67 7.61 a s`O 5.25 5.50 a 6.00 1RAN111111 WALL EL = 4.83-7.50 FF EL = 8.0' NAVD 6.00 0 0 7.50 AVG CROWN OF ROAD EL = 2.8- NAVD 0 a� POOL DECK GRADING k 6.50 x x 30LF - 12" PERF HDPE 0 0.0% 7.50 BY -i - 0 07HERSGE 30LF - 12" 0 f ----- EL = f7.5 PERF HDPE 0 0.0% II 7.55 I 7.45 7.50 6 67 x 7.45 7.45 �O0 f 7.45 12"x6" TEE W1 STUB OUT FOR POOL DRAINAGE II IL-1 . 7.30 7.55 I rn 2.00 , i5x T.O.W. EL >" - x 7.16 DRAINAGE CALCULATIONS SINGLE FAMILY RESIDENCE - 996 PELICAN LANE- Job #21028 WATER QUALITY VOLUME: BASED ON F.A.C. CHAPTER 62-302 8 SFWMD BASIS OF REVIEW GIVEN: TOTAL SITE AREA ... sf ROOF AREA :'e sf WATER SURFACE AREA c' sf PERMEABLE PAVER AREA 0 sf WATER QUALITY SITE AREA 7716 sf (rehlsde xehrevr.ce. w WATER QUALITY IMPERVIOUS AREA _'�40 sf (W.o. sde Are.. Perw,u,) 50% PERMEABLE PAVER CREDIT Osf WATER QUALITY PERVIOUS AREA 4776 sf 1W.0. sa.e-N.. WATER QUALITY % IMPERVIOUS 38.1 % (Imwm � W.n sN, A..) 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: 1 in' 10914 = 910 Of --> - i COMPUTE 2.5. OVER % IMPERVIOUS AREA 2.5in' 0.38' 10914 = 856 cf PER SFWMD SWERP APPLICANTS HANDBOOK VOLUME II, 4.2.1 PROVIDE 100% FOR EXFILTRATION (exfil talcs includes 50%reduction 8 safe tacmr WATER QUALITY VOLUME= 910 1 1 = 910 cf REQUIRED VOLUME: V = 910 cf = 0.25 AC -In PROVIDED VOLUME: V = 1129 Cf = 0.31 AC -In see exfil talcs EXFILTRATION TRENCH CALCULATIONS SINGLE FAMILY RESIDENCE - 996 PELICAN LANE- Job #21028 L = LENGTH OF TRENCH REO'D (FT) V vq = WTR QUALITY VOLUME TO BE TREATED (AC -IN) = 0.25 V add = ADD'L VOLUME TO BE TREATED (AC-1 N) 0,00 W = TRENCH WIDTH (FT) = 4 H= DEPTH TO WATER TABLE (FT) = 3 Du = NON -SATURATED TRENCH DEPTH (FT) = 25 Ds = SATURATED TRENCH DEPTH (FT) = 0.5 FS= SAFETY FACTOR NOT LESS THAN 2 = 2 %WQ= PERCENT REDUCTION IN WATER QUALITY 50 K= HYDRAULIC CONDUCTIVITY(CFS/FT'-FT HEAD) = 2 X 10 -' OR K = = 0.11002 TANDARD FORMULA L _ FS(1%WQ)(V W9) + V add] = 41.13 FEET K(HW+2HDu-Qu°+ 2HDs) + (1.39 x 10') wDo I L wq - 40.81 FT + Ladd= 0.33 FT I ICONSERVATNE FORMULA: (NOT APPLICABLE- STANDARD FORMULA APPLIES) V li L_ K(2HDu-Du'+2HDs)+(1.39x 104)wDu - WA (STANDARD TRENCH DETAIL -REFER TO ENGINEERING PLANS FOR ACTUAL SPECIFICATIONS TRENCHTOPELEV-400 --► _ e• Min WATER TABLE EL- IPE J _, 3.DD TCNNwhrfMh -VRTELEV• 1T c kWNi, limit COAPSE ROCK Mln. deAM W e.lw b B: TRENCH BOTTOM EI.• 1.00 4,00 THEREFORE, MIN. TRENCH LENGTH REQUIRED = 42 FEET ACTUAL TRENCH LENGTH PROVIDED = u0 FEET ACTUAL TREATMENT VOLUME PROVIDE13=0.31 AC -IN OR 0.03 AC -FT TRENCH DRAENSIONS: 4.00 FT. WIDE BY 3.00 FT. DEEP "PERCENTAGE OF EXFILTRATION VOLUME CREDITED TOWARD STAGE -STORAGE: 100 % Site ` LOCATION MAP N. T. S. �l LEGEND: PROPERTY LINE A SECTION IDENTIFIER i I PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION DIRECTION OF FLOW +A"I 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 EXISTING PAVEMENT TRENCH REPAIR FOR UTILITY INSTALLATION -SEE DETAIL SHEET 2 ■ PROPOSED CATCH BASIN DENOTES 12" ® PERF HOPE PIPE IN 4' WIDE X 3' DEEP ROCK TRENCH (BOTTOM EL= 1.0' NAVD) NYLO-1 STRUCTURE TYPE -NUMBER 6.00 RIM ELEVATION 3.50 INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HOPE HIGH -DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER }, PROPOSED WATER METER WITH T BACKFLOW PREVENTER Dd EXISTING GATE VALVE c, 5 d�- a a M fn nM za '° 0 C @ U zo a o0 ym8 dHb Fp �:�m z Om 201 WF:` j IA LU C) 3 U j z�� W w^ SS o._ o ati------_ ---_-- �TOW_EL' ' W4m� T.O.W. EL = 7.50 it z N a OD DECK SWALE UNDER I z NOTE: SEE LANDSCAPE a OTHERS WOOK DECK W PLANS FOR HARDSCAPE = 7.50 EL = 6.50 DRAWN: MATERIALS & SPECIFICATIONS B.A.B. C A N A L CHECKED: J.A.P. NOTE: CONTRACTOR TO FIELD NOTE: RETAINING WALLS SHOWN SCALE: 1" = 10' DATE: VERIFY EXACT LOCATION, SIZE, AND HEREIN DEPICT LOCATION AND / D CALL 48 HOURS BEFORE YOU DIG. _5 O 10 20 11/09/21 ELEVATION OF ALL IMPROVEMENTS ELEVATION REQUIREMENTS ONLY. AT TIME OF CONSTRUCTION AND STRUCTURAL DESIGN PER JOB NO. REPORT ANY DISCREPANCIES TO MANUFACTURER SPECIFICATIONS IT'S THE LAW 5 5 21028-ENG 1-800-432-4770 ENVIRODESIGN ASSOCIATES, INC. OR TO HE PROVIDED BY OTHERS. Know what's below. ® COPYRIGHT 2021 BY ENARODESIGNASSOCIATES, INC. ..... .. . ... .._. ... _. _ _. _ THIS DRAMNG IS PRONDED FOR IN INFORMATIONAL PURPOSES ONLY, SHEET NO. Call before You dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS SIGNED AND SEA E0 BY A REGISTERED PROFESSIONAL NC R'RESENTING NNROD GN A OCIAMS. INC. 1 OF Y 24' MAX. WIDTH (2—WAY) CENIfAm GFNIDTED UNLESS OTHERWISE SHOWN ON PLANS SCORED OR SNWr CUT EXISTING EDGE 6" SOD & EXISTING GRADE EXPANSION JOINT — PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY COX TE CEMENT COLLAR SHOULD EXTEND _ UNDER ONE FULL 1-1/2" WIDTH OF BRICK SAND BEDDING 12' COMPACTED SUBGRADE 4" UMEROCK BASE COMPACTED TO 98% PER TO 98S PER AASHTO T-180 OUTSIDE RIGHT OF WAY. AASHTO T-180 6" UMEROCK BASE COMPACTED TO 98% 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 INLET (SEE I 1009 TOP OVERLAP 4.00 FT NAw Y'1 TOP OF TRENCH (TYP) w MS WASHE ROg /// DIAMETER 1...1 Ei" 57RUCTURE ER DRAM DIAMETER H.D.PZ ND.P.E. 1.00 1 NAw �° / IRAFI 140N OR TRENCH BOTTOM APPROVED EQUIVALENT (TYP) FILTER FABRIC 1.50 FT NAw CONTROLCONTRq. ELEVATION • UNLESS OTHERWISE NOTED ON PUN PERFORATED PIPE TRENCH N.T.S. 1.50�NA1�� - CONTROL ELEVATION c • UNLESS OTHERWISE NOTED ON PLAN PERFORATED PIPE TRENCH N.T.S. FILTER FABRIC 2' OF 1" WASHED STONE (REQUIRED ONLY IN AREAS OF SUBSTANDARD PERCULATION AS DETERMINED BY THE CITY ENGINEER) FILTER FABRIC s k 6" SOD & TOPSOIL 24" STONE SECTION 'A' -'A' NOT TO SCALE NOTE: 1. CONTRACTOR TO REPLACE ALL IRRIGATION, TREES & SHRUBBERY IN SWALES DAMAGED DURING CONSTRUCTION. SWALE REPLACEMENT DETAIL D10.1 DUCTILE IRON INLAY GRATE RED DOT IN. 4 BUILT LOCK BLOCK FOR GRATE TE LOCKDOWN CONCRETE FLOOR SLAB \ OR PAVEMENT W Q H \j /�\\�j\ W x• / / SUBGRS-LADE �` �\\� �> - CROSS SECTIONAL VIEW TRENCH DRAIN NTS 18" HOPE RISER WITH DROP IN GRATE 2" HOPE PIPE WASHED ROCK WRAPPED IN MIRAFI FABRIC FABRIC OR APPROVED EQUAL Z 18" INLINE DRAIN DETAIL NOT -TO -SCALE GRATE NO. 502 BEDDING :ONCRETE CONCRETE /FLOOR SLAB OR PAVEMENT —�POLYDRAIN CHANNEL POLYLOCK �\ LOCK TOGGLE ai ARBOR \\/�\ PLAN VIEW ABT, INC. P.O. Box 837/259 Murdock Rood/Troutman, N.C. 28166 800-435-6057 (U.S., Canada and Mexico) or (704) 528-9806 Fax: (704) 528-5478 --OR APPROVED EQUAL ­ CALL 48 HOURS BEFORE YOU DIG. ju- IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. 0 COPYRIGHT 2021 BY ENMRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROMDED FOR INFORMATIONAL PURPOSES ONLY Call before you dig. UN ESS SIGNED AND SEALED BY A REGISTERED PROFESSONAL y g ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES, INC. rW V �i p W Q a ilk W A W � �a Zw z a �a w� z� a� a �Z m a, U1 rn c5 E. z m m F (/] o am I.a a I m N O��o C c U zLLm _ Z - O .N �E KNOLL oWazam oo w� >Wa %av o - WQ1 p o� /y Fo� ww I wa - � 50 O b - W m W N� a _ z w DRAWN: H.A.B. CHECKED: J.A.P. DATE: 11/09/21 LL JOB NO. 21028—DTL SHEET NO' 2 OF 6 FLUSH MAIN CONNECTION DETAIL N.T S NIA;=n T m.non �°xlnioLr w'.ai w ro TxiuMr MMn NOTE: DRIP LINE TO BE NETAFIM 08WRAM1-12 BIOLINE DRIPPERLINE r mm on.l -� 6' 2T5' -wow eW'w, ro smc TN«I •'L`� TYPICAL DRIP IRRIGATION FIELD LAYOUT N.T.S �I--25'--4 \_SUBSURFACE DRIP IRRIGATION LATERAL (TYP) S4 MIN. /_ESTIMATED I SEASON WATER TABLE ELEVATION I 11 ROCK LAYER sav DRIP IRRIGATION FIELD CROSS-SECTION N.T.S. MANIFOLD CONNECTION DETAIL N.T.S AIR/VACUUM RELEASE VALVE N.T.S A/V RE EFF VALE _ FIELD FlAlSH FIELD FLUSN RENRN r- FlL1ER W £T TO PF1.0 IHIET FROM PUMP SAMPLE AN RLEF vAuc vuvE RESSLRE MMITORING P_, SCIIRADEP VALVE O TRAS TANK RMRN 20" AUTO HOOT RISER CONNECTIONS DETAIL N.T.S. HOOT BLASTER MODEL: H-20EB105 GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE 13. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SURVEY HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE U71UTIES (OR DIAL 811). FOR REPLACEMENT OF PERMANENT REFERENCE MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 14. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE WITH SEC. 8.24.C5.i 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE 15. NO DRAINAGE STRUCTURES OR IMPROVEMENTS ARE PERMITTED PLANS. UTIU11ES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND WITHIN REQUIRED PLANTER AREAS/ISLANDS INCLUDING FIRE HYDRANTS, MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL BACKFLOW PREVENTION DEVICES AND/OR FIRE DEPARTMENT UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONNECTIONS. CONSTRUCTION. 16. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 17. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING THE REQUIRED MUNICIPAL PERMIT. CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED TESTS AND SHALL SUBMIT REPORTS BY AN INDEPENDENT AND 5. ALL ELEVATIONS REFER TO N. G.V.D. 1929. MINIMUM FINISHED FLOOR DULY -LICENSED TESTING LABORATORY. SHOULD ANY TESTS FAIL TO ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR E MEET SPECIFICATION OF THE APPLICABLE CODES OR AS SHOWN HEREIN, ABOVE ELEVATION THE MINIMUM 100FLOOD STAGE AS PER FEMA THE CONTRACTOR SHALL, AT THEIR EXPENSE, CORRECT ALL DEFICIENT FLOOD INSURANCE RATE MAP -REFEERR TO FINISHED FLOOR ELEVATION WORK AND SUBMIT LABORATORY TEST RESULTS SHOWING COMPUANCE SHOWN ON PLANS. WITH THE APPROPRIATE SPECIFICATIONS. 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR 19. ALL WORK SHALL BE PERFORMED IN A SAVE AND REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE LOCALWORK, MANNER AND SHALL CONFORM WITH ALL APPLICABLE LOCAL, COUNTY, COUNTY. ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT SHALL OBTAIN ALL PERMITS AND LICENSES REQUIRED TO BEGIN THE !, NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES WORK. AND UCENSES. 20. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE B. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL NOTICES AND COMPLYING WITH ALL PERMIT(S) CONDITIONS. EQUIPMENT NECESSARY TO PROPERTY TEST AND INSPECT THE COMPLETED WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR 21. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS THE HOLDING OF OTHER U11UTY POLES DURING CONSTRUCTION AT NO FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF THE PROJECT ADDITIONAL COST TO THE OWNER. ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I 22 ALL UNSUITABLE MATERIAL SUCH AS MUCH, MARL, AND DEBRIS CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS, LATEST SHALL BE REMOVED FROM THE LIMITS OF CONSTRUCTION AND LEGALLY EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 DISPOSED OF. AT THE ENGINEER'S DIRECTION, MUCH MAY BE p. s. i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. STOCKPILED ON THE SITE AT DESIGNATED LOCATIONS FOR USE IN , ........... LANDSCAPING. 1. ALL UTUTY CONSTRUCTION SHALT REQUIREMENTS OF THE LOCAL UTILITY 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, 600 GPD DRIP SYSTEM H-600 AND 160.0' 4.5El Li D m �3 cl O° O D5.5`,Fl GENERAL NOTES: 23. RECORD DRAWINGS: THE CONTRACTOR SHALL COMPLETE "RECORD DRAWING" (AS -BUILT) INFORMATION RELATIVE TO PIPE LENGTHS, MATERIALS AND ANY DEVIATION FROM THE PLANS AND PROVIDE A COPY OF ANY SUCH DEVIATIONS TO THE OWNER AND ENGINEER FOR FINAL ACCEPTANCE OF THE CONTRACTOR'S WORK PRODUCT. 1. CONTRACTOR TO FIELD LOCATE ANY UNDERGROUND UTILITIES, CABLES, ETC., PRIOR TO CONSTRUCTION AND REPAIR ANY OF THE SAME DAMAGED DURING CONSTRUCTION. 2. SEED, SOD, MULCH, OR OTHERWISE STABIUZE ALL DISTURBED AREAS AFTER CONSTRUCTION. 3. BI-ANNUAL MAINTENANCE IS REQUIRED. THIS MAINTENANCE SHALL BE PROVIDED BY A CERTIFIED MAINTENANCE PROFESSIONAL. 4. SEPTIC TANK SHALL HAVE 900 GALLONS OF LIQUID RETENTION, UNLESS SPECIFIED OTHERWISE ON PLANS. 5. SEPTIC TANK TO BE FITTED WITH APPROVED TRAFFIC BEARING TOP AND MANHOLE COVERS IN ANY LOCATION WHERE THE TANK WILL BE UNDER VEHICLE LOADS. B. SEPTIC TANK TO BE PUMPED ONCE EVERY TWO YEARS (MINIMUM) TO REMOVE SOUDS. 7. ALL SEPTIC SYSTEM CONSTRUCTION TO BE IN ACCORDANCE WITH 64E-6, F.A.C. 8. A COPY OF THE SIGNED MAINTENANCE AGREEMENT IS REQUIRED BEFORE FINAL APPROVAL BY THE HEALTH DEPARTMENT. 9. AN ANNUAL OPERATING PERMIT MUST BE OBTAINED FROM THE HEALTH DEPARTMENT PRIOR TO FINAL SYSTEM APPROVAL. 10. EMERGENCY/CONTINGENCY PLAN: IN THE EVENT OF A SYSTEM FAILURE, WATER USE WILL IMMEDIATELY BE RESTRICTED TO MINIMUM USAGE AND THE SEPTIC TANK WILL BE PUMPED BY A LICENSED TANK PUMPING CONTRACTOR AS NEEDED AND THE SEPTAGE TAKEN TO A LICENSED DISPOSAL FACILITY. EACH COMPONENT OF THIS TREATMENT/PURIFICATION AND EFFLUENT DISPOSAL SYSTEM WILL BE EXAMINED FOR ITS CONTRIBUTION TO THE SYSTEM FAILURE. THE COMPONENT(S) THAT CONTRIBUTE TO FAILURE WILL BE REPAIRED OR REPLACED UNTIL SYSTEM OPERATION CAN BE RESTORED. SYSTEM ELEMENTS WILL BE REPLACED UNTIL THE CAUSE OF THE FAILURE IS ISOLATED AND CORRECTED. WITH PROPER INSPECTIONS AND MAINTENANCE, SYSTEM FAILURE SHOULD BE LIMITED TO MINOR COMPONENT FAILURE AND NOT OVERALL SYSTEM FAILURE. MECHANICAL AND ELECTRICAL COMPONENTS WILL BE REPLACED AS NEEDED. 11, PHYSICAL COMPONENTS SUCH AS PIPES, TANKS, EMITTERS AND FILTERS WILL BE INSPECTED AND CLEANED OR REPLACED AS NEEDED. 12. HOOT AEROBIC TREATMENT UNIT REQUIRES 230 VOLT, 30 AMP, SINGLE PHASE MINIMUM POWER SOURCE. ELECTRICAL COMPONENTS SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. 13. ALL COMPONENTS OF THE HOOT AEROBIC TREATMENT SYSTEM AND SUBSURFACE DRIP IRRIGATION SYSTEM TO BE SUPPLIED BY GEORGE W. SHEPARD & SON, INC., P.0 BOX 202. NAPLES, FL 34106, PHONE (239) 261-0607 I CERTIFY THAT ENGINEERING FEATURES OF THIS PERFORMANCE BASED TREATMENT SYSTEM HAVE BEEN SPECIFIED BY ME AND CONFORM TO THE ENGINEERING PRINCIPLES APPLICABLE TO SUCH PROJECTS. IN MY PROFESSIONAL JUDGMENT, THIS SYSTEM. WIZEN PROPERLY CONSTRUCTED, OPERATED, AND MAINTAINED, WILL ACHIEVE THE ESTABUSHED PERFORMANCE STANDARDS AND COMPLY WITH APPLICABLE STATUTES OF THE STATE OF FLORIDA AND RULES OF THE HEALTH DEPARTMENT. o 5 W W^ G4 W A_ O E_ ' 4 W QIL Z � EE Pro -`4 Pq U� a W E-4 Fn r7 a .a a o� O o- r U �C i 4 zc m2E dc" zom Ooo W 0` WQ poT DRAWN: M.T.J. CHECKED: J.A.P. DATE: 11/09/21 JOB NO. 21028-DTL SHEET NO. 5 OF r- I I � I I o I I Z � I —ITT I I I I r O I II DIo I I Z I I I I m I CONSTRUCTION ENTRANCE LOCATION TO BE P E_L I C A N LAN E DETERMINED BY CONTRACTOR AS NEEDED C A N A L INLET FILTER INSTALLATION `MTHOUT FRAME All GRATE WIRE SUPPORT - MOULD 6X6', 5/5 GA. 49 //100 SO. FT WELD 1NRE SUPPORT. EXTEND 6' MIN, AT SIDES 6i FABRIC GRATE BACKFILL AFTER INSTALLATION OF NLET FILTER NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET, 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 MA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 FENCE POST — (WOOD OR STEEL) RUNOFF DIG 4" & 4" DEEPS TRENCH, . BURY BOTTOM U 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 DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT AGGREGATE NO.1), AT LEAST B-INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C 1. THE IN T OF 009M CONTROL MEASURES INDICATED GRAPHICALLY ON PLANS IS TO PROMOS A BARRIER TO CONTAIN SILT AND SEDI—T ON TIE PROJECT SITE. THIS REPRESENTATON IS PRDMDED FOR THE CONVENIENCE OF THE CONTRACT- THE TEST OF DROSION CONTROL EFFECTVENESS 15 NOT TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE ORAIMNGS AND SPECIRCATIONS, BUT BY MEEING THE REGULATIONS SET FORTN BY THE AUTHORITY HAVING JURSDICTION OVER WATER QUALITY CONTROL AND OTHER SEDIMENTATION RESTRICTON REQUIREMENTS IN THE REGION. 2. APPROYID EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING. EXCAVATION, FILLING, OR OTHER LAND DISTURBANCE ACTIWTIES, EXCEPT UOSE OPERATIONS NEEDED TO INSTALL such MEASURES. x INSPECTION OF ALL EROSION CONTROL MEASURES SHAU_ BE CONDUCTED NEDRLY, OR AFTER EACH RAINFALL EVENT. REPAIR. AND/OR -CEMENT OF SUON MEASURES SNAIL BE MADE PROMPTY, AS N®ED. 4 KEEP GUST WITHIN TOEERABLE OMITS BY SPRINKUNG OR OT£R AC TAB1E MEANS. B ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY ONSITE WSPECTON. B. FAIWRE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES S SNA11 RESULT IN CONSTRUCTION BEND HALTED. T. DRAINAGE INLETS SHAWL BE PROTECTED BY FLIER AND GRADED ROCK AS PER IEAET PROTECTION DETAIL e ANY ACCESS ROUTES TO SITE SHALL BE BASED WITH CRUSHED STONE, NHERE PRACTCAI Q B. EROSION CONTROL MEASURES ARE TD BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABUSHED. I0. WHENEVER FEASIBLE NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. Z 4 11. ALL WryM IS TO BE IN CWPUAHCE THIN THE RULES AND REGULATIONS SET FORTH BY THE STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE CITY OF OERAY BEACH. 12, DISCHARGE — DEWATERNG OPEDATONS SHALL BE RETAINED ONSITE IN A - I CONTAINMEUT AREA. d� p �41 Z y -1 p EROSION CONTROL NOTES DETAIL D9.1 \ P STEEL OR O W EXTRA STRENGTH FILTER FABRIC WOOD POST NEEDED WITHOUT HIRE MESH SUPPORT FOR ADDITIONAL STRENGTH �N FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX.) MESH WIRE SCREEN WHICH HAS r , py W BEEN FASTENED TO THE POSTS FLwW n) 1--1 �1 FLW O O za zw _FLOW 10 FT. MAX. SPACI WITH WIRE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE 17 a QN NOTES: h+ 1 W L) 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 WKY OF THE BARRIER TO AVOID THE USE OF JOINTS. 1POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION IET-----y�� a4 I-� ESy AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA- - 5TRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). = H F� 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES Q r�E. (10 CM) DEEP ALONG THE LUNE OF POSTS AND UPSLOPE FROM THE BARRIER. r (n 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL X BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE F-1 STAPLES AT LEAST i INCH (25 MIA) 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 Do MT ,_ THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. E MT 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. l.a I y AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE 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. C) v B. ALL PROJECTS REWIRE SUBMITTAL OF POLLUTON PREVENTION PLAN (PPP). [ V Z4N 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. fy Zpt x �0s �pLL N a SILT FENCE INSTALLATION DETAIL D 9.10 pNSR z gED a Sheet 1 of 2 p W F %¢o r0. WQ po> a?aro >o F6. W • M�j I ma -n - QON W Na z CALL 48 HOURS BEFORE YOU DIG. Z W IT'S THE LAW DRAWN: 1-800-432-4770 B.A.B. J CHECKED: SUNSHINE STATE ONE CALL OF FLORIDA, INC. r J.A.P. DATE: SCALE: 1" = 10' • -6 10 20 0 11/09/21 - JOB N0. 5 1s 21028-ENG ® COPYRIGHT 2021 BY ENMRODESI(7N ASSOCIATES, INC. Know what's UP.IOW. THIS DRANING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, SHEET NO. .E UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Ca II before you dig. ENGINEER REPRESENTING ENMRDDESIGN ASSOCIATES, INC. C OF V TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 22-18 Owner: Dan Dorsheimer Address: 945 Indigo Point Agent: Richard Gould Proposed Improvement: The applicant is seeking to permit the construction of a 5,290 sq. ft. two-story, West Indies-style single family dwelling with a two-car garage, covered patio, deck and swimming pool. Approvals Requested: Demolition Permit A permit to remove existing structure. Land Clearing Permit To clear existing vegetation from the building site. Special Exception: A special exception to permit 300 sq. ft. of covered, unenclosed area that exceeds the maximum permitted floor area ratio. Level III Architectural/Site Plan Review: A permit for the construction of a 5,290 sq. ft. two- story, West Indies-style single family dwelling with a two-car garage, covered patio, deck and swimming pool. Gross Lot size: 15,050 sq. ft. Effective Lot Area: 15,050 sq. ft. Proposed Total Floor Area: Allowable Floor Area: 4,966sq. ft. 5,290 sq. ft. Zoning District: RS-P Roof Height: 28’6” stnd Finished Floor: 8’ Eave Height: 9’ 2” (1 floor) 20’ 11” (2 floor) Pervious Area Required: 6,020 sq. ft. Pervious Area Provided: 6,135 sq. ft. Issues Considered During Review: Section 58-138: Land clearing permits required Section 66-141: Architectural/site plan review-levels 1,2, & 3, applicability (demolition) Section 66-144: Standards: Regarding Level III Architectural/Site Plan Review Section 70-72: Special Exception FAR Section 70-74: Setbacks Section 70-100: Roof and Eave Heights Section 70-187: Table of District Standards-Architectural Style Discussion:  The total FAR that is being proposed (5,290 sq. ft.) is 324 sq. ft. more than the code allows. Even if the ARPB recommends approval of the Special Exception to permit 300 additional ARPB ARPB File #22-18 ARPB: June 23, 2022 Page 2 sq. ft. of covered, unenclosed area that exceeds the maximum permitted FAR, this would still exceed the maximum permitted by 24 sq. ft.  The 45% of total window opening area proposed for the rear of the house is 5% more than the code allows. Also, the plans do not include muntins on the windows located on the rear façade. _____________________________________________________________________________________ Motions: Motion to recommend denial of a Demolition Permit to remove existing structure. Motion to recommend denial of a Land Clearing Permit to clear existing vegetation from the building site. Motion to recommend denial of a Special Exception to allow 300 sq. ft. of covered, unenclosed area that exceeds the maximum permitted floor area ratio. Motion to recommend denial of a Level III Architectural/Site Plan to permit the construction of a 5,290 sq. ft. two-story, West Indies style single family dwelling with a two-car garage, covered patio, deck and swimming pool with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. _____________________________________________________________________________________ ARPB Date: June 23, 2022 Action: Demolition Permit – Land Clearing Permit - Special Exception – Level III Architectural/Site Plan Review - Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. To be completed by all applicants. A. Project Information I.A.1 I.A.2. PART II. GENERAL INFORMATION Project/Owner Name: Dan Dorsheimer Project Address: 945 Indigo Point ARPB File # I.A.3. Project Property Legal Description: Lot 72, Place Au Soleil, PBC, FL I.A.4. Project Description (describe in detail, including # of stories, etc.) A new single family residence with two car garage I.A.5. Square Footage of New Structure or Addition: 3,724 SF "Living Space" Architectural style: West Indies I.A.6. Check all that apply: ; Architectural/Site Plan Review North Ocean Boulevard Overlay (con section B) Demolition of Structures (complete section C) Land Clearing (complete section i .,,, Special Exception (complete section E) Variance (complete section G) Non-residential �I �� O (complete Section F) I.A.7. Proposed F.F.E: 8.0' Type of Foundation: Piling with Grade Bec• B. Owner Information 1.B.1. Owner Address: 945 Indigo Place, Gulf Stream, FL 33483 I.B.2. Owner Phone Number: (717) 579-2537 Fax: I.B.3. Owner Signature: �� s C. Agent Information I.C.1. Agent Name and Firm Name: Robert 'Jay' Colestock I.C.2. Agent Address: 4199 North Dixie Hwy. Boca Raton, FL 33431 I.C.3. Agent Phone Number (0) 561-395-1787 Cell 561-289-5854 Fax 561-395-3535 I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? Place Au Soleil III.A.2. Is the project compatible with the intent of the zoning district ? _ Yes No Explain: III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? )_ Yes No Explain: Design complies with community aesthetic requirements, and with inclusion of the "roof projection" exemption, complies with size limitations. III.A.4. How are ingress and egress to the property to be provided? A circular drive is designed at the north portion of the Indigo Place cul-de-sac. III.A-5. How are the following utilities being provided to the property? a. Stormwater Drainage Town of Gulf Stream b. Sanitary Sewer Septic c. Potablewater Gulfso-eam d. Irrigation Water Gulf Stream e. Electricity Underground FPaL f. Telephone g. Gas existing buried tank located on plans (northwest side of property) h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? Yes i_; No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes 'No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes 1- No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated? IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? � Yes No Code Section: 70-72b IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? We are requesting a 300 SF "roof projection" exemption for exterior enjoyment. This request for protected exterior living should positively increase the Health, Welfare, and Morals of the community, with zero ill-effects to safety. IV.E.3. will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? I Yes €a: No Explain: Presently, our project will be one of the smallest houses on the street. Granting this exemption will allow Mr Dorsheimer's property to reach the values commensurate to the neighborhood. IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? The neighborhood is all "water -front" with amazing views and breezes. Neighbors all enjoy exterior patios overlooking waterways. This will coordinate with the surrounding neighbors. IV.E.5. What landscaping and screening are provided? The entire project will be professionally landscaped. The majority of the covered patio will be tastefully buffered with landscaping. Off -site views of the patio from neighbors are minimal. IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? Yes No Explain: Yes, once the exemption is granted, the project complies with Gulf Stream's regulations. F. Non -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be mainta IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page 5 September 2004 ><.( �q' /Vj� r Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? Yes I No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re-established: Yes No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? Yes ! No Explain: Application for Development Approval, Form ADA.32000 Page 6 September 2004 Town of Gulf Stream H. Projects requiring Rezoning IV.H.1. What is the Future Land Use designation of the project site? IV.H.2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. Mr. Dorsheimer has lived in the current property for awhile and very much desires to capitalize on the views and breezes he's enjoyed. Located one Lot west of the Intra-coastal our primary views are angled north-north-east to face down the canal. Dan's boat will be docked at the west side of his seawall, thus buffering our proposed covered patio. Architectural facades facing neighbors have appropriate door/window openings far below Gulf Stream's allowances in efforts to reasonably offer slightly more viewable openings on the rear since its facade is blocked from all neighbors. Granting the requested "roof projection" exemption will allow this project to better merge with the existing community, while avoiding off -site views of the exemption area. Thank you for your consideration and guidance throughout the process. Application for Development Approval, Form ADA.32000 Page 7 September 2004 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 115,050, , -7755 Effective Lot Area (5 D5 O If FAR Calculations EXISTING DEMO NEW NET 1st Floor Living Ceilings over 15' (double) 2"d Floor Living 1st Floor Covered (porches, overhan s > 2 z' L-k, Q p�L- o3Z 2"d Floor Covered I Awnings > 3' and screen enclosure at 50% Garage Gross Floor Area Out Buildings CID Total Floor Area Proposed First 20,000 X .33 Over 20,000 X .20 Total Allowable FAR Per Manual �j Q �� `T ! Total Hardscape Area Q 2-5 Required Landscape Area lot size x 40% �, G� Actual % Landscape Open Space Area '� ) XADEPUTY SHARED\Bldg & Occ Reg Dept Forms\SITEDATA.DOC a 945 INDIGO POINT OCCUPANCY CLA55......._.R3 51NGLE FAMILY CONSTRUCTION TYPE TYPE V5 UNPROTECTED/UNSPRINKLED ■A w ►7 W = m En v k E m m O O a� w �EZ3 Z z00 U Q dr-ij U 0 �Luw 3 - ZZ Z Q 0) N^ romo 't N U mmu, mNv • J p`FW- a Z ^ ' o Q QNf 13 Q X Q 4 f (a U Li W Q UZ W C] ° 0 O W 3. ~ CO0 mn ^o o 2 >? N = N Q W m LU w ._. W X O N i a w Z W J N Z U Q �oo c{ 0. 0 CAP / / w / W / Y / 1 z I i I / / / 2.2' 1-- 1 FT k0 w FENOD CE +3.96 13A 3_ 0_7 L w 0 0 D L CONCRETE �— %60 7 2 +5.32 g0\ LPCAP CAS VAN"O \F , COS cOryc FO Q�. 0 Q 6° ~ ?o � 1 + 1s.2• O X LEGEND: w 1 s s = CENTERLINE CONC = CONCRETE ti 00�2,4 P.E. = CONCRETE PAD FOR POOL EQUIPMENT j 0 U.B. = UTILITY BOX 1 ti A/C = CONCRETE A/C PAD r T.P. = CONCRETE PAD FOR ELECTRIC TRANSFORMER @9y� -9) N° +4.95 = ELEVATION BASED ON NORTH AMERICAN VERTICAL DATUM 1988. SOURCE: 1 l-NET GPS NETWORK" / ss FLOOD ZONE: x & AE (EL 6) 1 DOtic COMMUNITY PANEL NO. 125109 1 yq MAP NO.: 12099CO981F j EFFECTIVE DATE: OCTOBER 5, 2017 r NOTE: ALL BOUNDARY LINES AND ANGULAR i DIMENSIONS ARE PLAT AND SURVEY UNLESS STATED OTHERWISE. 1 ALL DIMENSIONS SHOWN HEREON ARE BASED 1 1 ON THE STANDARD U.S. FOOT. THIS SURVEY HAS ACHIEVED A MINIMUM LEVEL OF CLOSURE OF 1 FOOT IN 10,000 FEET AS REQUIRED FOR COMMERCIAL/HIGH RISK 1 M PROPERTY CLOSURE WAS ACHIEVED BASED ON r A REDUNDANCY OF MEASUREMENTS FOR VERTICAL, HORIZONTAL AND ANGULAR DIMENSIONS. / NO SUBSURFACE SEARCH WAS MADE FOR UTILITIES OR UNDERGROUND FOOTERS / a I i • --'--•-- — ARC � • 15jI•// 13813525 � l 5\L d NSR \ O Pic �8 +4.60 C 0 Al C rN r 0 n so o. P 0 r N iWIT FOUND N-o 37 TNESS CORNE)UT ENCN oEVNAIL 11 ." P 33.07' P A V E D 13 CENTE 0 m +5.00 AND RAD°ER OF SAC US POINT ) cf- 2 e�ep ° ST O1C F RY Js Q ?o- Sys � p�SIN 70 x6 s' Face m >59 �K4,t'GO PO�P�' ZOO c �Exg. N x6p O \ FLAGPOLE 0 h J39/23 + SS• CERTIFIED TO: AZURE 132 NE 7TH, LLC SEACOAST NATIONAL BANK, ISAOA ATIMA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY KENNETH M. KALEEL, P.A.=""""-"" LAW FIRM OF JOHN C. PRIMEAU, P.A. F_ 50.00' 1.2 1 -- I ICIAL RECORDS BOOK" 1375, I PAGE w I W / 4 e / 1 � U 1 4 vo �1 / I DESCRIPTION: LOT 72, LESS THAT PORTION DESCRIBED IN OFFICIAL RECORDS BOOK 1375, PAGE 513, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID PORTION IN OFFICIAL RECORDS BOOK 1375, PAGE 513 IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PART OF LOT 72 AS SHOWN ON THE PLAT OF PLACE AU SOLEIL, DESCRIBED AS FOLLOWS: BEING AT THE NORTHEAST CORNER OF LOT 72; THENCE RUN WEST ALONG THE NORTH LINE OF LOT 72, A DISTANCE OF 50 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE PRECEDING COURSE, A DISTANCE OF 58.33 FEET, MORE OR LESS, TO A POINT IN THE LINE BETWEEN LOTS 71 AND 72 OF SAID PLACE AU SOLEIL; THENCE NORTHEASTERLY ALONG SAID LINE A DISTANCE OF 76.83 FEET, MORE OR LESS TO THE POINT OF BEGINNING. EXISTING FOOTPRINT 2,110 5F LIVING 5PACE EV)STi� _ • — 'osPb PROPOSED FOOTPRINT — , i ♦ 3,124 SF LIVING 5PAGE I r 1 i � r ♦ r r � 1 r ♦♦�► 1 ♦♦N /,/ 1 / / I � SURVEY SCALE: 1/8' = 1'- 0' Q Ai Ld 01 r1^ � lk U J 01 LLO 0 _0 � W Hyz Z Z OO U Q IT 3: U Dww W ,J Q 6)V5(L REVISION5: :uca DAE: 06/06R2 ' 0222104 ,A-2 I GIs. t 1 _ Ie� -vw son "?-Om ® , r .�`,ot.1--�.�i a 11111(n; .f S I 1 W 4 LL c S xuE"a c0.ttu [0 x[x[ x cwimEirt 91'-4" OVERALL 111151,1111111 'Ell DODO nFIl ICI ICI �I�JI q ��� � ��� �■ I� Ili I .. I� �. ��� • �� _��� =1�1�� I■■■■■I I■■■■■I � �� � I I I, � 1� O�I�IIIIIIIIII I I I� I� . , � .. =,�� . 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N ... ,, fir- -" � .� � ■■� � . .� / ILi�■■I_.� INN■1101 -& 23'-4" 1 15'-I0" 1 II'-4" 1 21'-2" 13'-0111 Im'-S" 14' FIRST FLOOR PLAN SCALE : 1/4' = 1'- 0' W I(') m m O 0 4n �z Z z�o u Q °-�u LU �w Lm LL� Q� ��(L ■ N E <mmo LLaN- mrom ' mmc~i rA •JpiW a Z�� ¢N� w J aXa oar m U W a U z w U o O tgrpo o 2 N =NQ W " W w J v6"z O W WJ N Z U Q°� = o aar, REASONS: °ate: 06/06/L2 roe � 0222104 Al AREA CALCULATIONS PLAN SCALE : 3/16" = 1'- 0` W 2 � o� Q LL O Of w O ��z z z zo0 U _p ( _ U N Oqq W0 Luw w - z J) Z ��� .4 mV3CL' mmo aN� mmm gym_ x CL °'a QNm QXa UO LL m Li v W a LlUZ W ° 0 0 Lij arm L �00 r,0 mt _o r o 2 _N =ma Wm C]W—z X N T ° N 0 cwi Z. N Z J Li a, V a L3 C M A, REvl5i0N5: pate: 06/06/22 ` 0222104 AJI L A- I —I --ll 111 PERCENT -25 FACADE OPENINGS PERCENT 64l 5F 84 SF 1 3 �p _ 20'-11"_EAVE _ 1 IT-W EAVE �......... ►• -5 ♦,�.�.�.� EAVES r.—. 9' I'�EAvE — T Ix W 37 W = m ro (J) v m Qi cn o 0 o� W ❑ r E z z z(0 u z (L_ OQ U ❑ �LL,w zz~ w fY U . P) N mro0 mm�n mulc~i • J O w Oro EL z - � Q N � ^� v' Q X Q ul m CJ W G UZ W U ° 0 O W °- L F Co 0 NCoo 0 Cf! 2 in=oa W _m U W—z X N w .TT Z O .., ON Z J Li 10 vas, IC MAI REVI510NS: DAtE: m6/Oo122 10B' 0222104 LEFT (WEST) SIDE ELEVATION FRONT AND LEFT SIDE ELEVATION SCALE: 3/16' = 1'- 0" FACADE OPENINC35 PERCENT 693 5F FACADE OPENINGS PERCENT 727 5F Ill 5F 15 % REAR (NORTH) ELEVATION RIGHT (EAST) SIDE ELEVATION REAR AND RIGHT SIDE ELEVATION SCALE ! 3/16" = 1'- 0" W 5 L W = m U v O � 4 u- ❑ ilk r z ❑ zoo iti U pQ ( Z U w ❑ Dww �-D - zz zQ' ,n LL Q 6)%3(L t CMA 11 REvISION& °Ate: 06/06/22 -'0 " 022L=-PQ 2104 C�I r '�iiX%N' ��"1 i''*�•c` J �' � �i : i:�=rx+ -�'\ nir%J� � , - .___-_- � I��'/--��-�—G6,.�•I (�I);%�_._—--..-.., _ ��- .--r (, r• ' � �.jtr✓I itYf�►-.�I.��.�y. .lr.�.%,�'f�✓>�P'i : f - i � t � �i '�=.�i=✓�.�,chic-.�. _ - - � r ,Fit I I i � G.t'.�J�- �w•�j�.t= :s:k14f- }' l 4 ..._.- f :._ fill LANDSCAPE PLAN t 1 SCALE Stir-1'zo' N 0�1 ROIECT,44PXe L2