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HomeMy Public PortalAbout06 22 2023 Agenda with back-up May 18, 2023 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBERS: Robert Canfield Curtiss Roach Jorgette Smith ALTERNATE MEMBERS: Michael Greene Amanda Jones Teri Power REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, JUNE 22, 2023, 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 A. Regular Meeting of May 25, 2023 IV. Additions, withdrawals, deferrals, arrangement of agenda items V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. July 27, 2023, at 8:30 A.M. b. No August meeting c. September 28, 2023, at 8:30 A.M. d. October 26, 2023, at 8:30 A.M. e. November - TBD f. December 28, 2023, at 8:30 A.M. VI. Public Hearing A. Declaration of Ex-Parte Communication B. Administer Oaths C. Application for Development Approval 1. An application submitted by Kristen Walters, KWD Landscape Architecture, as Agent for Brian O’Neill, owner of the property located at 2817 N. Ocean Blvd., Gulf Stream, Florida, legally described 3-46-43, N 200 FT OF GOV LT 3 E OF OCEAN BLVD. a. Demolition Permit remove the existing wall along the West side of the property. b. Land Clearing Permit to remove old vegetation. c. North Ocean Boulevard Overlay Permit to install a new wall and vegetation along the West side of the property. d. LEVEL II Architectural/Site Plan Review to permit the construction of a wall with 8’ columns along State Road A1A and replace old landscaping. 2. An application submitted by Matt Wolf, Environment Design Group, as Agent for Steve Streit, owner of the property located at 590 Wright Way, Gulf Stream, Florida, legally described 3-46-43, S 175 FT OF W 170 FT OF GOV LT 1 LYG N OF & ADJ TO LT 11 BLK 3 OF PB26P13 & E OF & ADJ TO FIND CNL (LESS N 6 FT & SLY 20.01 FT). a. DEMOLITION PERMIT to make minor modifications to hardscape. b. LAND CLEARING PERMIT to remove old vegetation. AGENDA CONTINUED c. LEVEL II ARCHITECTURAL/SITE PLAN REVIEW to permit a major modification to the March 24, 2022, landscape plan to include a single-entry motor court in lieu of dual entry circular driveway, removal of several palms, addition of Date Palms at the front entry, revised pool layout, and revisions to the hardscape plan. 3. An application submitted by Mark Marsh, Bridges, Marsh Associates, as Agent for Smith Family Florida Living Trust, owner of the property located at 1919 N. Ocean Blvd., Gulf Stream, Florida, legally described as WILLIAM H EVANS SUB LT 1. a. DEMOLITION PERMIT to demolish some of the existing structures. b. LAND CLEARING PERMIT to remove and relocate existing landscaping, primarily in the Northeast and Southeast areas of the property; to create sufficient area to accommodate proposed new building improvements. c. NORTH OCEAN BOULEVARD OVERLAY PERMIT to permit the construction of a 500 sq. ft. gate house and to remove and relocate some existing trees and to accommodate new proposed guest house structures. d. SPECIAL EXCEPTION to allow a side setback of 10’ for the pool per Section 70-75(d). e. SPECIAL EXCEPTION to permit the construction of a 500 sq. ft. gate house in the Beachfront District per Section 70-75(f). f. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit the addition of a new two-story wing on the South side of existing residence, new gate house, two new guest house buildings, new pool, new driveway location and modification to existing landscape/hardscape. VII. Items by Staff 1. Application Materials for Level II and III Architectural/Site Plan Review VIII. Items by Board Members IX. Communication from Public (3 minute maximum) 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 25, 2023, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Participating: Also Present & Participating: Malcolm Murphy Chairman Robert Dockerty Vice Chairman Robert Canfield Board Member Teri Power Alternate Board Member Curtiss Roach Board Member Gregory Dunham Edward Nazzaro Renee Basel Absent w/Notice: Jorgette Smith III. Minutes Town Manager Town Attorney Town Clerk Board Member A. Regular Meeting of April 27, 2023 Board Member Canfield made a motion to approve the minutes of the April 27, 2023, regular meeting. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items Chairman Murphy stated there was a change in order of the agenda in which Item #3 would be moved up to Item #1. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. June 22, 2023, at 8:30 A.M. b. July 27, 2023, at 8:30 A.M. c. No August meeting d. September 28, 2023, at 8:30 A.M. e. October 26, 2023, at 8:30 A.M. Chairman Murphy noted the upcoming meeting dates. VI. A. Declaration of Ex-Parte Communication Vice Chairman Dockerty stated he had spoken with Headmaster Gray Smith regarding Gulf Stream School. Board Member Roach stated he had also spoken with Gray Smith regarding the school. B. Administer Oaths Town Clerk Basel swore in Mark Marsh, Carlos Linares, Jason Bibens, Keryn Engelhard, Gray Smith, Russell Rosicki, Joe Mignano, Shyanne Sonnenberg, Miguel Newman, Jim and Margot Gammon. C. Application for Development Approval Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. 1. An application submitted by Carlos Linares, Randall Stofft Architects, as Agent for HWP Main LLC, Dov Seidman, owner of the property located at 3813 N. Ocean Blvd., Gulf Stream, Florida, legally described as BLKS A, B & Z PALM BCH SHORE ACLT 3 E OF & ADJ TO SR A-1-A BLK B. a. SPECIAL EXCEPTION per Section 70-75(d)to reduce the rear setback from 25 ft. to 10 ft. b. SPECIAL EXCEPTION per Section 70-72(b)to exceed the maximum permitted FAR by 278 sq. ft. C. SPECIAL EXCEPTION per Section 70-75(g) to place a patio deck and dry stacked retaining wall East of the CCCL. d. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit a lanai extension to the existing two-story single- family residence, enlarge the pool, and extend the patio deck. Mr. Carlos Linares gave a detailed PowerPoint presentation explaining why they were asking for three special exceptions, which was mainly to add privacy from the property to the North. They had made modifications per the request of the ARPB at the last meeting. Vice Chairman Dockerty asked Assistant Town Attorney Nazzaro if the figures were correct to which Mr. Nazzaro stated that he had sent the application to the Town Planner and Marty Minor sent back the number that was allowed and that is what Mr. Linares used. Mr. James Gammon, Town resident, stated that he and his wife were in opposition to the seaward lanai extension, the reduction of rear setbacks, the seaward extension of the pool patio deck, the addition of a five -foot - wide grassy strip and dry stacked retaining wall seaward of the original CCCL. Mr. Gammon wanted the board to hold the application to the original DEP permit requirements and was worried about the removal of existing protective dune vegetation and the potential for erosion. Mrs. Margot Gammon, Town resident, stated that her husband was a Purdue graduate engineer, and she was a biologist and was an Endangered Species Coordinator for the U.S. Fish and Wildlife Service in Hawaii and worked for the Army Corps of Engineers on local construction projects at the shoreline. She stated their biggest concern was the environment and that the applicant knew what they were buying next to because their building had been there since the 1960's. Mrs. Gammon was also worried about the sea turtles, noting there were 12 turtle crawls in front of their condo as well as 3813 N. Ocean, which was another reason to protect the beach and vegetation. She didn't feel the applicant was forthcoming with their plans and had been a moving target during the entire project. She thanked the Board and staff for the notices sent out ahead of the meeting notifying the neighbors of what was happening. Town Clerk Basel read a letter from Mr. Paul LaChance, the President of the HOA at Gulf Stream Shores, into the record that was in favor of the application. Mr. Linares stated that he understood the concerns of the Gammons and stated they had gone through extensive conversations with the DEP. 04, Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. Chairman Murphy pointed out that the DEP had to give final approval prior to the issuance of any permit receiving special exceptions. Assistant Town Attorney Nazzaro agreed and stated that the applicant would have to update what they are seeking and get approval from the DEP prior to the Town issuing a building permit for the work being applied for. The Gammons stated they believed that changes had been made since the original DEP approval letter and wanted to know if there was a more recent letter from the DEP that addressed the new proposal. Assistant Town Attorney stated that the applicant would need to send an amended application to the DEP for approval before the Town would issue a building permit. Mr. Gammon stated that the DEP had already rejected the applicant's request to extend the lanai. Mr. Nazzaro reiterated that if the Town did not see a DEP approval letter from the newly submitted plans, then the applicant would not be able to get a building permit and would have to amend the plans per the DEP. Mr. Linares explained that in the new plans they were now asking for less than what the DEP had approved. Chairman Murphy stated that no matter what, the DEP would get the final say and they were experts in their field. Board Member Canfield made a motion recommend approval of a Special Exception to reduce the rear setback for the lanai and pool from 25 feet to 10 feet. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Special Exception to exceed the maximum permitted FAR by 278 sq. ft. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Special Exception to place a patio deck and dry stacked retaining wall East of the CCCL. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit a lanai extension totaling 264 sq. ft. to the existing two-story single-family residence, enlarge the pool, and extend the patio deck. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. 2. An application submitted by Mark Marsh, Bridges, Marsh, & Associates, Inc., as Agent for the Gulf Stream Golf Club, owner of the property located at 2401 N. Ocean Blvd., Gulf Stream, Florida, legally described as BEING A PORTION OF THE SOUTH 1,340 FEET OF THAT PART OF GOVERNMENT LOT 3 LYING EAST OF OCEAN BLVD. SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST. TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA. a. Demolition Permit to permit the demolition of a two- story board room and terrace on SE corner of existing building. 3 Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. b. Variance under Section 66-261 to construct an addition 17.16 ft. from the CCCL, in lieu of 25 ft. from CCCL permitted by the Town Code. C. LEVEL III Architectural/Site Plan Review to permit the construction of a new two-story East terrace, board room and pantry, a covered ocean terrace on the ground floor South, and a new covered porte-cochere on West side. Mr. Mark Marsh, Architect, gave a detailed presentation and then referred to Harvey Oyer, Land Use Attorney with Shutts & Bowen LLP, who gave the history of the Golf Club and presented their case for the variance. Chairman Murphy asked the board members to comment on the eight criteria needed for the variance. Board Member Roach did not agree with Mr. Marsh that enclosing and extending the existing patio was going to enhance the building. Mr. Oyer stated it was unusable at the present time and enclosing it would still preserve the view yet make it a usable space for the Club. Board Member Roach suggested putting up plexiglass or glass partitions instead of enclosing to which Mr. Marsh stated they had looked at that as an option but wanted to complement the original design and felt the glass partitions would be a scar on the building. Board Member Roach stated that the Club had a lot of traditions, including coats having to be worn on the second floor. He added that the Town was opposed to variances. Mr. Marsh stated that this was as neutral an area as you could get on this property and the least invasive. Chairman Murphy stated that he always had issue with number two of the variance criteria and wanted to know how the proposal was necessary to protect the building. Mr. Oyer stated there was a limited ability to make changes to this historic building so that it will survive into the next century. Board Member Roach was concerned about The Ocean Room to which Mr. Marsh stated they were not touching The Ocean Room and this new addition was going to be an Ocean Terrace. Town Clerk Basel read a letter received in support of the project from a neighbor adjacent to the property. Board Member Roach wanted to know if this expansion was because the Club wanted to increase membership to which Mr. Marsh stated that the membership was not increasing, and this expansion was to allow the current membership alternate amenities. Vice Chairman Dockerty made a motion to recommend approval of a Demolition Permit to demolish the two-story board room and terrace on the SE corner of the existing building. Board Member Canfield seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to recommend approval of a Variance from the provisions of Section 66-261 to permit construction of an addition 11 ft. from the CCCL, in lieu of 25 ft. from CCCL permitted by the Town Code. Board Member Canfield seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit the construction of a 4 Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. new two-story East terrace board room and pantry, a covered ocean terrace on the ground floor South, and a new covered porte-cochere on West side. Board Member Canfield seconded the motion with all voting AYE at roll call. Chairman Murphy called for a recess at 10.00 a.m. The meeting reconvened at 10:08 a.m. 3. An application submitted by Russell Rosicki, as Agent for Ryan Weekes, owner of the property located at 2520 Avenue au Soleil, Gulf Stream, Florida, legally described as PLACE AU SOLEIL LT 36. a. DEMOLITION PERMIT to demolish the existing structure. b. LAND CLEARING PERMIT to clear the existing vegetation from the building site. c. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a new 5,719 sq. ft. single -story, West Indies style, single family residence, relocate pool, modify driveway, and add new landscaping. Dr. Russel Rosicki, Architect, gave a detailed presentation and noted the changes he had made per the Board's request since the last meeting. Shyanne Sonnenberg, Landscape Architect, presented the changes that had been made from the last meeting, including elevations and heights of vegetation, as well as adding back Royal Palms that they had removed. Joe Mignano, Landscape Architect, expounded more on what Ms. Sonnenberg had presented. He noted Montgomery Palms along the North side of the property. Town Clerk Basel stated that the Montgomery Palms could not be placed in the right-of-way due to a water main line and they would need to be removed before the Commission meeting if the Board recommended approval. Mr. Miguel Newman, Town resident, stated he was concerned about the elevation of the landscaping because when it rains, the water drains into his yard. He was interested in what kind of drainage would be added to the project. Town Manager Dunham stated that FEMA rules applied thus having to build at higher elevations. Mr. Mignano stated there was plenty of property to be able to divert water with French drains and swales. Mr. Dunham stated that he would need to follow the Town Code and show it on the plans. Board Member Canfield made a motion to recommend approval of a Demolition Permit to demolish the existing structure. Alternate Board Member Power seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Land Clearing Permit to clear the existing vegetation from the building site. Alternate Board Member Power seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of Level III Architectural/Site Plan Review to permit construction of a new 5,719 sq. ft. single -story, West Indies -style, single family residence, relocate pool, modify driveway, and add new landscaping with the provision that the Montgomery Palms in the right-of-way will be removed and the drainage will be addressed before presenting to the Commission. 5 Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. 4. An application submitted by Jason Bibens, Ferguson & Shamamian Architects, as Agent for Guy Rabideau Trust, LLC, Selena Cohn, owner of the property located at 3545 N. Ocean Blvd., Gulf Stream, Florida, legally described GULF STREAM OCEAN TRS N 20 FT OF LT 6 & S 315 FT OF LT 7 (LESS PB63P10. a. North Ocean Boulevard Overlay Permit to modify existing landscape, remove old vegetation past prime, re -vegetate to ensure privacy from road to property and re -landscape along perimeter wall to give better appearance from the street within 50 ft of AlA, inside the N. Ocean Overlay District. b. Land Clearing Permit to clear existing vegetation and replace to bring property up to standard. C. Special Exception to replace seawall per Section 70- 75. Special exception setbacks. d. Level III Architectural/Site Plan Review to permit a free-standing accessory structure (pergola), add an additional window to the East elevation, a new driveway and landscape renovations, including replacing the seawall. Mr. Jason Bibens, Architect, gave a detailed presentation regarding minor adjustments to the previously approved application. Mr. John Lang, Landscape Architect, gave a detailed presentation of the proposal of an entry courtyard and the replacement of the seawall, that had already received DEP approval. With there being no questions from the board, Board Member Canfield made a motion to recommend approval of a North Ocean Boulevard Overlay Permit to modify the existing landscape, remove old vegetation past prime, re -vegetate to ensure privacy from the road to the property and re - landscape along perimeter wall to give better appearance from the street within 50' of AlA, inside the N. Ocean Overlay District. Alternate Board Member Power seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Land Clearing Permit to clear existing vegetation and replace to bring property up to standard. Alternate Board Member Power seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Special Exception per Section 70-75 to replace the seawall. Alternate Board Member Power seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit a free-standing accessory structure (pergola), add an additional window to the East elevation, a new driveway and landscape renovations, including replacing the seawall. Alternate Board Member Power seconded the motion with all voting AYE at roll call. 1.1 Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. 5. An application submitted by Keryn Engelhard, as Agent for Gulf Stream School Foundation, Inc., owner of the property located at 3600 Gulfstream Road, Gulf Stream, Florida, legally described as 3-46-43, TH PT OF WLY 475.21 FT OF SLY 667 FT OF GOV LT 1, E 1/2 OF ABND PALM WAY & N 1/20F ABND PANDANUS RD LYG WITHIN (LESS WLY 128.21 FT OF NLY 70 FT & PB18P42) LYG SLY OF PB23P200 W OF SR AlA & E OF GULFSTREAM RD. a. AN AMENDMENT TO EXISTING DEVELOPER'S AGREEMENT to increase the maximum number of students that may be enrolled in said school at one time from 250 to 300 students. b. AN AMENDMENT TO EXISTING DEVELOPER'S AGREEMENT to permit the construction of a 25x25 (625 sq. ft.), 916" in height, cooler/dry storage unit to be erected or expanded outside the building envelope as defined in the Developer's Agreement. C. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a new 25x25 (625 sq. ft.) cooler/dry storage unit in the parking lot of existing property to provide food storage for a student and staff lunch program at Gulf Stream School. Headmaster Gray Smith and CFO Keryn Engelhard, Gulf Stream School, presented options that they hoped would be viable for the new storage unit being proposed. Alternate Board Member Power questioned the material being used for the shed to which Ms. Engelhard stated it was a prefabricated dry and cold storage and did not know the exact material but stated it was not corrugated metal. Mr. Smith added that it was not like a storage pod, but it was probably some type of aluminum, but looked like drywall. Mrs. Power asked how it was being powered to which Ms. Engelhard stated it would be fed into the school's power structure. Vice Chairman Dockerty recalled the Town Staff communicating from the beginning that the enclosure needed to match the structures of the school and Staff was recommending denial because what was being presented did not match the architectural style of the school. He added that he was a fan of the school and did not want them to have to go through too much expense. Board Member Roach thought the hedge around the storage unit was a good idea and thought it would cover it. He added he didn't see the need for a tile roof and wanted to know why the Town Staff wouldn't agree to the hedge being enough. Town Manager Dunham answered that the Code doesn't address hedging as a way of buffering an accessory building, but does discourage carports and metal storage sheds and that sheds should be integrated with the architectural style of the main building. Board Member Roach felt like the vegetation addressed the issue at the most cost-effective way for the school and added that he felt the school was a very contributory addition to the community and was willing to give a little leeway. N Minutes of ARPB Regular Meeting & Public Hearing Held 5-25-2023 @ 8:30 A.M. Chairman Murphy wanted to know what the hedging would look like from day one to which Ms. Engelhard stated their plan was to get the largest hedges possible so that it would create the curtain enclosure around the storage unit immediately. Chairman Murphy asked about irrigation to which Ms. Engelhard explained the school already had irrigation. Chairman Murphy stated he believed the hedging was the most cost-effective. Board Member Canfield stated the drawings should show exactly what was going to be installed and the height of the hedging before presenting to the Commission. Alternate Board Member suggested showing the cost of what a solid structure with a roof would be and Vice Chairman Dockerty asked what that cost was to which Ms. Engelhard answered it came in at $150,000 vs. $5,000 for hedging and $30,000 for the aluminum fencing. Town Manager Dunham stated the Staff preferred the hedging over the aluminum. Vice Chairman Dockerty thought $150,000 was a bit high and thought they should get other quotes. Board Member Canfield made a motion to recommend approval of the Third Amendment to the Existing Developer's Agreement which includes an increase to the maximum number of students that may be enrolled in said school at one time from 250-300 students, permits the construction of a 625 sq. ft. building outside the building envelope as designed and defined in the Developer's Agreement and modifies the language and amount of the annual payment for the Town's services. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit the construction of a new 25x25 (625 sq. ft.), 916" in height, cooler/dry storage unit in the parking lot of the existing property to provide food storage for a student and staff lunch program at the Gulf Stream School provided it is surrounded by the proposed hedge solution. Board Member Roach seconded the motion with four AYE votes and one NAY vote. VII. Items by Staff 1. Application Materials for Level II and III Architectural/Site Plan Review Assistant Town Attorney stated that given the time, he suggested deferring this item to the next meeting. The Board agreed. VIII. Items by Board Members There were none. IX. Communication from Public (3 minute maximum) There was none. X. Adjournment Chairman Murphy adjourned the meeting at 10:55 A.M. Renee Basel, CMC Town Clerk ►ll 7� N 3 � o �(75 4.1 cst °75 75 V V V N V + a \ 0.1 cu Sri ..�. ,�-i ¢" 7-1 Qi ral r ' 75 o° v °� cu y O u 3 atxv o p, d v A o Z QJ ° C7 o c w a a ag4 N W S v4-1 d' b� biD o o 14, � p4-1 4-1 4-1 4D � Vim" 14-4 u b Q � y -0 cz � o� �o u Uun 4- 4-J14 .� �In 14�� 4.1 c o 7� ° .1 H H �� 41 4Z 4-1 0 0 0 0� 3 H H bDu CA '� cn c!) ci ci �n 7� N 71 N w a) 14 ,� 0� 0 0 :5 74-1 o 1 � � O V bz V cC � . . + 4-1 x 7� cu .� O 0) ; v 61 ,��, V O �, t D PLO v 4-1 O > C ,r v O � 75 o o m CIA N � O O O O O A 3 � 0 0 0 o op 0 ;� ;� > ;� 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. PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information ARPB File # I.A.1. Project/Owner Name: �t i2 =(aj� �a tr.X-t, I.A.2. Project Address: �` & t 0 C lPTH C>( 6 eq NS L 3 L_ U I.A.3. Project Property Legal Description: (� ' y I.A.4. Project Description (describe in detail, including # of stories, etc.) Remove existing wall along west side of the property and install a new wall per attached plan. Remove existing landscape in front of existing wall and replace with new landscaping per Landscape Architect's attached plan after new wall is installed I.A.5. Square Footage of New Structure or Addition: NSA Architectural style: Same as existing I.A.6. Check all that apply: ❑ Architectural/Site Plan Review YNorth Ocean Boulevard Overlay (complete section B) Aemolition of Structures (complete section C) ❑ Land Clearing (complete section D) ❑ Special Exception (complete section E) ❑ Variance (complete section G) ❑ Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: NSA Type of Foundation: B. Owner Information I. B.1. Owner Address: Chi t 4 iN C> tm-r 14 CQGG r i3(,, Li (, 1.B.2. Owner Phone Number: l t'11 - 290— 6 G Fax: 1.B.3. Owner Signature: C. Agent Information A_ I.C.I. Agent Name and Firm Name: {� j2 �.T L li q (Z1 I.C.2. Agent Address: -2 v () L} UPM t I.C.3. Agent Phone Number (0) S�= ( �,� ( - JO(®Cell f0I 723.0itax 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 13c_t-F , Ft- 3.3,(f v Town of Gulf Stream PART Ill. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? RS-B III.A.2. Is the project compatible with the intent of the zoning district? ❑ Yes ❑ No Explain: Existing wall along west side of the property and landscaping along said wall are to be removed and new wall and new landscaping will be installed within Town of Gulfstream codes. See attached III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Was ❑ No Explain: Yes. Currently residential RS-B and will remain residential per Future Use zoning R III.A.4. How are ingress and egress to the property to be provided? Existing. To remain the same III.A.S. a. b. C. d. e. f. 9 h. How are the following utilities being provided to the property? Stormwater Drainage Existing Sanitary Sewer Existing Potable water Existing Irrigation Water Existing Electricity Existing Telephone Existing Gas Existing Cable Television Existing 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.) We will remove the existing wall and will erect a new wall that will look consistent with our buildings and the neighboring area. Please see rendering 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 W.A.I. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? lyYes ❑ 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 o No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes ❑ No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit W.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? Existing wall along west side of the property and landscaping along said wall are to be removed and new wall and new landscaping will be installed within Town of Gulfstream codes. See attached rendering IV,B.2. Describe the need and justification for the disturbance/addition: W.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: Everything replaced will be within Town of Gulfstream codes. See attached rendering MBA. How is the design consistent with the Al Landscape Enhancement Project? Everything replaced will be within Town of Gulfstream codes. See attached rendering 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: Everything replaced will be within Town of Gulfstream codes. See attached rendering C. Projects Requiring a Demolition Permit MCA. When are the existing structures to be demolished? Upon approval and permitting IV.C.2. When are the proposed structures to be constructed? Upon approval and permitting, with a reasonable time of demolition IV.C.3. What is the landmark status of the structures to be demolished? None 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 I awe w *31-46-43 RIVE n -OF-WAY) PG. 407) W 1/4 CORNER OF SE NOT FOUND _ N89'20'55"W 1,028.54' GRID 3p,p0 300 •_ 1,028.51' GROUND W. 1/4 SECTION LINE SEC. LEGEND A/C - AIR CONDITIONER L - ARC LENGTH ALUM. - ALUMINUM B.E. - BUFFER EASEMENT C.O. - CLEANOUT CLF - CHAIN UNK FENCE CONC. - CONCRETE COV. COVERED D.E - DRAINAGE EASEMENT ELEC. - ELECTRIC ELEV. - ELEVATION EQUIP. - EQUIPMENT ESMT. - EASEMENT EXIST. - EXISTING F.P.L.-FLORIDA POWER & LIGHT FIN. - FINISHED FLR.. - FLOOR FND. - FOUND I.R./CAP - IRON ROD & CAP INV. - INVERT IRR. - IRRIGATION L.A.E. - LIMITED ACCESS EASEMENT 0/S - BUILDING OFFSET O.R.B. - OFFICIAL RECORD BOOK P.B. - PLAT BOOK P.B.C.R. - PALM BEACH COUNTY RECORD P.O.B. - POINT OF BEGINNING P.O.C.- POINT OF COMMENCEMENT PGS - PAGE(S) P.R.M.-PERMAAfNENT REFERENCE MONUMENT R RADIUS R/W - RIGHT-OF-WAY ROE. -RANGE SEC - SECTION 6 - DELTA (CENTRAL ANGLE) SQ. FT. - SOU ARE FEET TWP. - TOWNSHIP TYP. - TYPICAL U.E. - UTILITY EASEMENT W.M. - WATER METER a:} - LIGHT POLE ®- CATCH BASIN 14 - WATER VALVE ®- SANITARY MANHOLE WOOD POWER POLE (UNLESS NOTED) - CENTER LINE °�- EXISTING ELEVATION p - TRAFFIC SIGN - ELECTRICAL WIRES OVERHEAD - ANCHOR IN - WATER METER ® - RPZ M - ELECTRIC HAND HOLE 0 - IRRIGATION CONTROL VALVE I THE FOLLOWING DOCUMENTS AFFECT THE PROPERTY AS LISTED DEED BOOK 855. PAGE 188 AFFECTS PROPERTY AS SHOWN OFFl CML RECORDS BOOK 70" PAGE 1453 AFFECTS PROPERTY BUT IS NOT PLOTTABLE QFETgAL RECORDS BOOK 7011 PAGE 1448 AFFECTS PROPERTY BUT IS NOT PLOTTABLE OFFICIAL RECORDS BOOK 7016. PAGE 341 AFFECTS PROPERTY AS SHOWN MTASL RECORDS BOOK 7657 PAGE 1894 AFFECTS PRDPBRTY BUT IS NOT PLOTTABLE OFFICI L RECORDS BOOK 8978 PAGE 1956 AFFECTS PROPERTY AS SHOWN I 1997 COASTAL CONSTRUCTION CONTROL LINE \ `a000 GULF STREAM OCEAN TRACTS (P.B. 16, PG. 81) awe aaoo xaa 'x'� zoxP'uE la. io7l o+w \SET I.R./CAP LB N0. 3591 POINT OF BEGINNING 1/4 SECTION NE w� m¢ a� INTERSECTION OF N. LINE OF GOVERTMENT LOT 3 aw re / SECTION 3-465-43E AND E. RIGHT-OF-WAY UNE OF OCEAN BOULEVARD a-'F,n:e.I /Fmxc... .... . .._--- _.__.J_ ...... .... I FOUND 1/2' IRON PIPE- I UNE GOVERNMENT LOT 3 \ NOTE COORDINATES SHOWN ARE GRID DATUM = NAD 83 (90/98 ADJUSTMENT) ZONE = FLORIDA EAST LINEAR UNIT = US SURVEY FEET COORDINATE SYSTEM 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND SCALE FACTOR = 1.DODO29214 GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE BEARINGS AS SHOWN HEREON ARE GRID DATUM, NAD 83 (90/98 ADJUSTMENT), FLORIDA EAST ZONE. NOTE: "3-46S-43E" OR ANY TEXT WITH SIMILAR FORM DENOTES 'SECTION -TOWNSHIP -RANGE", FOR EXAMPLE "SECTION 3-TOWNSHIP 46 SOUTH -RANGE 43 EAST" �a � amen I I (ST Pw BUILDING Fl933 = �. + g FT. 33 SOFT. a 5 a sLx xP.xoxac dE GAs Z n p � • m ssxwGE m 9�< m�n 4 .T.. GAs -V. T.T sz E crvauv) _ • .'�mnus :ux wuxE-T BUILDING crwc � FlN.FLR.-12.45 6.365xnanOi I ze P,Rw w ]aT `y � Exz. • _ 31.T Ear wAn.W oaa¢ sn AT sEA,aG Go * m A E.z v z�� a. GxGxxx NOT PLATTED a � a.T PA. P-4., �� y -. Pvrrtx u.Y Pz.WrtR V7 GOVERNMENT LOT 3 c if N "x s�wui SECTION 3-465-43E Z Q¢ r > p Olh "I+�j h xzr,^ II a wxu � Pw+reP w PPawrAN F 'R a p g LJ U O =O � a •4 a � � e �A ` PwP � % N COLM A 1F-I G"re GOVERNMENT LOT 3 F- Z sTwE wnrc orx�.wnr e ' SECTION 3-46S-43E �,u u.r - A $' 3. Z `I U AAC EGIPYEHi ti d wGCwC N Q II CC + w sEaHtE ,, wAizv a W Preps fN N TNmr J �sTANax PaE 6 anG ' " n.a vuxlEx �� M1S � a. • PA- I r I O'(DEED BOON 855, PG. 188 d sraa: BUILDING srtvs ' d FIN.FLR.=13.02 -- 202 SQ.FT. - "wax ax I xe' v c Preps I / vio � RxT (ra.l Q a c A.— � 1 Ezz ., • i TPc wAu srARNG. RAxMc b I-JO. 300p' E o DRIVEWAY EASEMENT i mxc vP�nPEx sE o.z' '� (ORB 7016 PG u11 TH E 55 . 1IN S89'20'55-W 288.00' ie" Y FOUND I.R./LAP d� Mertc x gAnxG LIEOBLE wait BUILDING "Ax' \anGG reAnmE FlR.= N.FL13.00 zwE \\\\\\ \ NOT PLATTED 203 SQ FT s \ COASTAL CONSTRUCTION CONTROL UNE RECORD m DECEMBER 1978 CCtt BOOK 36, PACES 91-107 � \ I PAIL BEACH COUNTY 1 O000 z (a 1£. in)l COASTAL CONSTRUCTION CONTROL UNE RECORDED 8/22/1997 cccLBOOK 80, PAGES 137-155 GOVERNMENT LOT 3 EROSION CONTROL UNE APPROVED MEAN HIGH WATER UNE SURVEY FIE NO OD99 O.R.B. 9951, PAGES 85-108 SECTION 3-46S-43E (ESTABUSHLD 4/6/1982) 1 PALM BEACH COUNTY STATE OF FLORIDA LAND BOUNDARY INFORMATION SYSTEM THE SOUTH 100' OF THE NORTH 3[XY (ORB 7DIi, PG. 1448) I I 1 I I I CERTIFIED TO: BRIAN NO, BARRY G. SEGAL P.A.; DICKENSEN LAW, P.A.; 1 � I OLD REPUBUC NATIONAL TITLE HNSURAN COMPANY 1 SEE SHEET 2 FOR TOPOGRAPHY GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) NOTES 1 INCH = 20 FT. I. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID VAIHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 2, LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY. EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO A GRID BEARING OF N89'20'55"E ALONG WEST QUARTER CORNER SECTION LINE OF SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT) AND BASED ON FIELD MEASUREMENTS. 5. COORDINATES SHOWN HEREON ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT), AS DETERMINED BY THE PALM BEACH COUNTY SURVEY DEPARTMENT. 6. THE "DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: "X" & "VE" (EL. 10'); FIRM PANEL NO. 12099CO98IF; COMMUNITY NO, 125109; DATE: OCTOBER 5, 2017, 10. BENCHMARK ORIGIN DESCRIPTION: TIDAL BENCHMARK "Q 315". ELEVATION = 14.03' 11. PROPERTY ADDRESS: 2817 N. OCEAN BOULEVARD, TOWN OF GULFSTREAM, FLORIDA 33483. 12. NO ELEVATIONS SHOWN HEREON WERE VERIFIED AT THE TIME OF THE FIELD VISIT FOR THE UPDATE SURVEY ON JULY 11. 2022. DESCRIPTION A PARCEL OF LAND IN GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL NO. 1: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF OCEAN BOULEVARD AND THE NORTH LINE OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 46 SOUTH. RANGE 43 EAST, THENCE SOUTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE OF OCEAN BOULEVARD ON A CURVE HAVING A RADIUS OF 1,459.65 AND DEFLECTION ANGLE OF 2 DEGREES 56'57", AN ARC DISTANCE OF 150.25 FEET TO A CONCRETE MONUMENT; THENCE EASTERLY AND PARALLEL TO SAID NORTH LINE. GOVERNMENT LOT 3, A DISTANCE OF 100 FEET TO A CONCRETE MONUMENT; THENCE NORTHERLY, MAKING AN ANGLE OF 93 DEGREES 46% MEASURED FROM WEST TO NORTH, A DISTANCE OF 150.2 FEET TO A CONCRETE MONUMENT IN THE SAID NORTH LINE OF GOVERNMENT LOT 3; THENCE WESTERLY, MAKING AN ANGLE OF 86 DEGREES 14' MEASURED FROM SOUTH TO WEST, ALONG THE SAID NORTH LINE OF GOVERNMENT LOT 3, A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: PARCEL NO. 2: BEGINNING AT THE EAST RIGHT-OF-WAY LINE OF OCEAN BOULEVARD AND 200 FEET SOUTH OF THE NORTH LINE OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST; THENCE EASTERLY AND PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, A DISTANCE OF 288 FEET; MORE OR LESS, TO THE ATLANTIC OCEAN; THENCE NORTHERLY ALONG THE ATLANTIC OCEAN, A DISTANCE OF 200 FEET, MORE OR LESS, TO THE SAID NORTH LINE OF GOVERNMENT LOT 3; THENCE WESTERLY ALONG SAID NORTH LINE OF GOVERNMENT LOT 3, A DISTANCE OF 196 FEET, MORE OR LESS. TO A CONCRETE MONUMENT; THENCE SOUTHERLY MAKING AN ANGLE OF 93 DEGREES 46' WITH THE SAID NORTH LINE OF GOVERNMENT LOT 3, MEASURED FROM EAST TO SOUTH. A DISTANCE OF 150.2 FEET TO A CONCRETE MONUMENT; THENCE WESTERLY AND PARALLEL WITH THE SAID NORTH LINE OF GOVERNMENT LOT 3, A DISTANCE OF 100 FEET, MORE OR LESS, TO THE EAST LINE OF OCEAN BOULEVARD; THENCE SOUTHERLY ALONG THE EAST RIGHT-OF-WAY LINE OF SAID OCEAN BOULEVARD, A DISTANCE OF 50.3 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA CONTAINING 57,939 SQUARE FEET OR 1.3301 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED SPECIFIC PURPOSE SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON JUNE 26, 2019. I FURTHER CERTIFY THAT THIS SPECIFIC PURPOSE SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. David 'WlD"yLT.=[Y °3 os6'- Lindley ' DAVIID P. LINDLEY, P.LS. REG. LAND SURVEYOR #5005 STATE OF FLORIDA - LB #3591 z I Z J U wo N F n p �oz NQv Ww� 9a Wz��o\ 2 J=wz° 0 uU oT[ CQ C QN NP0 J Z z W Q a W a J U m ; z Of Q N LLJ U � O Q Q z O 00 00 CV DATE 06 25 19 DRAWN BY TKM F.B./ PG. N A SCALE 1"=20' H08 � 8638-1 1 OF 2 SHEETS kZ�1 V N U1 ! 1 uj 1 Q N Q�e Q � � �Z Lu u (LLI V 0 �II IXISTRG IK6KaN� TO CE Dt3'ICLI&ED I NO BFICKK FOR WaLLO . fF ICE I C6 LONfi aS R I8 ON TIE I (p105 t-5W Isom I'rIEeCyE9f reccoram» — = I ------ euILDrG -------? FNRR•CM V Ll BOi'r I I I II I IIXISTMfi t]Enr�+ I o eE Dvioue� -------- IEW lYl,LL BTGRlB IEF£ E ExIeTIN's WCLL i0 RE1aN I I -I L � E%IlTMO B]tRT COLVM TO fEt1nM I I �EXISTMO G4TE8 TO ABM I I J rhpJ `EXI9TNG EMRT raLL'N TOI I I T1TJ ` IXIa— YI4LL TO IETMW I I - I T. -IXe1NG GATE I � . TO EE oe,alNFn I II I — `EXIIT KART COLIFN TO I✓B1AN �IXCTMO MJ I COdpTPI CONk1161CTION L.! EXISTRG W4L TO AB14M AE p/!]M!1 I CDCL COCK E0, Pars. Cl-Ctl Dro,.Ewar EnSB1Bri oRe. 99DI, raaEe eD-Iro P411 pgACM COIMT J� 0 IMSE 9M Ar B.omW flow DAk,y B—h, Florida 33444 PROTECT Ndl—k�d—ig.t•...eom l." Tr.Yp—EB4ltt= 0. Rha IEcr A LOCATION MAP PLAN Nis I NOT PLATTED II I ill j !I I I 'I I I I II FENCES OVEqq a' F7toV� IiED eENEo+ nINOR nccESsr NjiDacic LIFE 6VD Cl0 COGST4 CRITROL LINE i I I l 1 I 1 i I I I II I i� �R.Cmy I ; O i l / — J i i it i I T i i i / i i i i i j reoiffN LNE DB I NOT PLATTED ca+c rac DTfr KEY SYMBOL ® DEMOLISHED AREA / ❑ AREA TO REMAIN KrNi L WYYM, FL FMB LA Mail Carta AVRrkWftI.C1000DDS Al 191E HBTORY rHDJ NO 220M Pow. EawPJ ✓CMVL.1 I IVIY "—P PLAN LAYOUT �>� count ime�TwE woRru 3om; ��_ REVISED H - D 01/31/2023 20 NOT FOR CONSTRUCTION SCALE 1'8 12 16 8' 0' NORTH CH E%IBTRG WALL O M'T COLU'M TO MATCH Ex15TRYs COLIMre� � I I I I I 2 El Z — I 1 II 4 O HdTCH Ex15TING WA LU 1 � Z 1 N Q I Ir QC� TO co MATCH E%ILTING COLIFMS� w� 3 yI y 1 43 111 O IS ^^ IS 9ER I �a W � K.HT TRIANGLE a .� �Y Z N I O a r Im 91GM TRIANGLE I 1 Ir I IID I' a I Q fl ' $s R. - MaE eETpA K I a I I E aEaeArx I I IGHT TRIANGLE � GATE 1ET AD I I I �� EFaucE � TI !II ' S1GNT TRIANGLE IOI 1 ` ` f EDfE 6 LEA (/bYE I LNaD I^ `��, j PRIvdCT WdLL "�� kLMml' tFEA&1lED) I FdfID Cd.1Cfa:1E HPdLENT 1 MAOLIO'lLIgOJ 1 o 0 I I I I O fit I ---------------- d14DLJG ii1RR•DM I I I� Uu Bot'r. I I I �ly' I wVErs-n I I 1.. I � I I I _ 141 I I I I I cONCRETE- 1 � eLOcx wALL, I 1 _ v I II NOT PLATTED P d ER �I I / I I I .I 1 1 I I Ex15TmYa wdLL TO Rfl�dW / -15— COLIFN TO I I OETu£EN HINO�RE<c�cESgp� TED LME AND 19'IB COAST.jL —TN TON /\ �'" IN I CONTR05. LInE / I I � I I x1—CD INTO -A. I � I&II on- E�INSLIx.ume I I I O 1pm0 / I TO I I '. TIE GATE WITH WdLL / � Ex15TmG WdLL V I / I I / CCT1C I II I 0 / I / T II I im ' BCT 101 BE 2W Aval a Bacend P— Delray Beach, Florida 55444 a lud lo• kad—Ignteam.com Taiaphcra 58HP.4E W3 Krell L. WINan4 FL flex LA 1BBY n Blvd. Cart of AuOwhallon LC2E00DD5 A LOCATION MAP PLAN N18 IMF LJ I-IBTING CO — TO REM N , I k>-O. ExIBTNG —TEe TO —A I I TYPJ / 18811E HBToRy COMM NO. 22000R / PRDU man KDW J DRAWN By. 5M, EL I I CHECKED BY: KW B i I I j DRAWING TRL.15 HARDY SCAPE II MAILGOx Ex15TI G EN RY GDLu N TO RETAIN ITYP� I PDDL E� IP LONG PAD PLAN ]( I E%ISTING W11 TO —1. C9bTAL cv+snerra imm / LA 1 O V 1(�' f P I CCCL %�. PAGES Dl-@6 I / �� I I DPoVEWAY EdEATFaJi PAGER-10e O PALMegAo,cw,TT i NOT PLATTED TIE 60U1N k!0' 6 TIE NCRIN 50p' CAUTION: PLEASE NOT� eaaor snau:scssallcem,n rea�vea ror lne eya„*se^corroloul nan na.e cerm�rs "�nx�e�t�rion a�np warkc meta�esca Atinnen THIS DRAWING HAS NOT BEEN REVIEWED BY A STRUCTURAL ENGINEER VERIFY WITH STRUCTURAL ENGINEER REFER TO VENDORS FOR ALL INSTALLATION MATERIALS AND PROCEDURES/FOLLOW ALL REVISED TLM% �"�-1 nlny ror work cenormmwnnom oa�mm dawats me co �r mr,nau m•rasooadero ror an cn,a�mvmrk nr no aaa�ooaal roslmowaar. PRIOR TO CONSTRUCTION MANUFACTURERS INSTALLATION INSTRUCTIONS 01/31/2023 e is 20 _a��~ a ;,, /•„„•n • NOT FOR CONSTRUCTION SCALE 1.8 0' NOM ,;, ,„ ,�, u 1000 - GENERAL NOTES 2630 - DRAINAGE AND PIPING NOTES I. Tb Calr " II volt Via ell¢ lla to bidding. All bide Ball Includz IN nab 11m L MATERIALS requvd to ercanodete lM eau cadlI— i C .na W,I ro 114 W Landeupe 4Wtacl or ,y addnaal uwk rot an _ a elloued fa IF tie CaNruclla D.meme a_ Dre,roge pipe p.lnd atCPT N-0 -11 be rdrughad high d%,, pal "Ind e tubing ith .00l wll M,la. Carugeld polyelVykm luting W II carom l0 451M pea to Wall' bide. No Marge ad,s will ba lewd ra vletirg cadltlae a W F-4m5. A51M F-66T lad newtcl.e'e recoemedellae. Pipe W II be bj Advencd teller. of tb Go .abr to Mail., Jm. :,roge Slaw (ADS) Fe a approved q.L 1. Cwnacm,n or Wok: An Convectae W II .airy W Lad>.pe bdv....... a, b. Pamg. pipe epecmad e. PVC "IF be ecwdule 40, III e0 a C-5mm lava (T) dell In advance of W Mailed wmnrnnd of nlprk polyvinyl Wwids pips se ,d,uld a W dawtrge. Drain'Ngs ca. DIn-ldine 3. -..a oll wlm plea ed/a Fill ay_. w. u,ba 461u dPlat'D- D$. Air -te et I.lal 1 !t.) dalae pew u ,rrotelbva a a Bile ee Il.dd. {. aw WIeodu al Lal bdui rm, ad o"m Job aelato Dn- PVC .,th ut tra AVS) y "Marled bj'ldvanue Fe a approved eq.Wl. amaally ,libel W project ill LeMeupe bdn.l, . dvaad by tie 0utl,, uy f. Caldl 8aen -PVC bodj WM at V. gale ururecWd by'Advanced facllnata _dMnd,,.arts a -it of lb Des m.­ bple"mlatla tannin, praNdge splsa (AD5) Fc a 'par q 1. 5. Tie landscape bdwa re _ W right to v,.n ue Job ell. b rwlm ad -Ir- all g. Sb->vra. evip daW.q.. °AdvemEDGE" corwgetd kq, d,unY poVieuykne eI,lp yak and Job lag., at IN Ina. Wa�ad all g,ad % Advanbd PI.e. 5y.tme' (AD ) Ix, a app,.- equal. 6. 1M Ladeupe A dlt lPav -11 M rlalod of ,y etldlnoml uvk IF dnrge „ g. Sib->wt. (roar demgs- an p,faatad N-0 cwwgatd nigh dimly poiljeJyl„a ap,-tea naYvd ml elbaed (w In 1/'a Cmrrolbn Downnln pia b IrpbeMdlla ppe mawfaawd by'Adveroed PeMge Sy,lem° IAD51 Iro. a epprwd egwl IF eudl yak ib C.I.na still -,I -V. ad„ fa all .lark bs,:d m aidaal u.eppd all geoldlk. tt Pu , WII approve all wrlg. b ewpe of work ad adj,.-. b wmran 1 All tbso b .11 M nul4d m accwdmu u,N ASiM D-1311, 51lderd RaaVs !w plc, pw w lt-. lbn alIF l all b atop' , F At q alit- r,rynsl. lln Ledwaps bWucl wy rwlm lay Mobae p applkallan fw poly,.. FNAL APPROVAL lad l gblz M. aw'. of ihnlapWtb F'pa ra Sava ad a"v G ry FM App-w-, Cf PAttBJT AID PAYMENT A"IOUnT 15 TIE SOLE RESFP1j5ID LIFT OF 010ER 3. All plea Jail M IF— „ e dy Ira ldl Co,racta fall provide AdagWl, agMpa,d Fa 1. -a- Mall�oars ell pernila rsq I- fa ve - fr. art' eau a brat d"rital , "I ara.•bu M the vent. � r�vldf,m .lulu coT.- a Jw,.dkt4n an.d bJeallty aTM Canrana W II have pond{ a nu e boo that n alit M ,Eland male re '„ ndd' pia b sanding yak ill Larde.pe bdal.t and/ a W W" bur w 4. All bddug W„ cavat or can gel sate"{ Watabll au lel µkN a> _d, repaub,lny !a yak parand "Mond p,nntd baakga. ill Co,rana W II bl Ia ,"a fa all Wagestofark alroetldluaWl costa Omd,narduk of vauWa.,md oak pia w rerLlpt or peon. rod', aid daarie shall M reaovd old rapWced ullh wnebb mt„e, lad wpand. 5. Lr .gapwld rw n•. nine ImgN end appopr4. capecld gnr„lar Tw�lIt 5. G.Ir'clor WII veiny bulls of axblYp ulllltl. 4d e,N.I ad pwwa prolectbn ne viler tie M­ da NV:g co=[M AN IRllltlft da> gad delrg all la, op,albn anal; be repolyd 6, TM WWII) atoll core'{ of IWI S L al MWIIl. WNubb W WI.1 wll ee a w el Cavadar'e .P-. rode, end ddr,e elan col M pu.d h ve trald, Tt ib LanVacta W ll when meld of nl,lels ad f W- b W Led..p¢ bWtacl nor 1. All I -111Ng of elan daMgs pipe .Mil be wlpand ,n g° line a c, qq near mtdlal ,pp,-., par b adakg ad hwawlbn b III a rm lee. Yin 50t of W na.- tlnaly ae dpenkmd bJ AASNf0 T-ft 10 The lam'Lanreclw° Jail IVI-1, apply la IN ----a-- dir.11y lmolvd .M B. Lau„w el demge a- Jaw gave. Ppe rue. Ill I".'lay Mva to M Jv "ankh 56-CWae W II bwr r.paeiblllly b Ilw -1 Cw .,a fa capr- dpatab to accap,I.. coreW '. e. •Ivn alto ua r.prm,t. tone lard tail.,'. m ,p.md m Ind cauuuclkw Moan,.'. el must aleMetlae are e W II Melanie 5 All angular/III t I It Tleea -all are Madad b conve o II fan and fmll a Nei Mini -If y v gF 4 Sb-Coeval', ra ad v,ify all pipe Imml, lad >VucW¢ allgeant In ecorddnu wll W layout plan end p". " sou .- am Comenae ad era rnpa>ibk ,nlwid all pogppn and pafoaimlyng ell cork ,n eccadenu wM mnrieetv,e I.vuetkwe lad foil.,rg ell eppl,.bla e.noro Pad umlen.,'e a (tuna,. of lib Mr A"`r enda o �AIA/ASLA rereglxad undo egmcy. na Lede.pa l0. All elevallan elwl r¢ra b NGVD.. Lon W II vein all ,.tall elweliws y ig bWl.l Jill burro rep b11ny fa CaNanan a 54a-CaVacto,. .Node of vIM 1 end report cry dlwepeml. b "Ia Ladeupa bdnect pia to Mtelletla or adk 1105 - GENERAL DESIGN DATA II Cavanw WII v,lfy it rin and Inv, ­n" to lovlda poeltive d"wo, rl. L M. project u• heel dals'. bud a nu Mh Fdltla lade wlwkg Coda ]m]m to vu P,pa oatfall. All Mein plea'han Mva a 05, .1, rail alae..Melee road. :. e�,t tug •tsl- A5m arre gr.de am, fy am rsI 11. All ppa -I- .toll b. mach ulth "nine...'IFF-d rattan>, village, a mtkg>. Iu I. Fla 6m' Pleee.re -Pal 3W-n Ednla 4II uaructlae atoll b¢ gaekatd encV a glwd to M wlerliglt. Np,avabb bJ mole ad rdletaM b .Mini inflllrana. 4II conugelod pipe eaneellas W II M q eketed lad ill the f 3n1 Idaal , IF appovd ups WYlld m e.aderca and 4. SIrvcIIrJ .u,l -- nin Aa6 wl,• avrew uldaetd />500. 45k5r wappd jolts 1 cW,e reran 5 &rvckrJ •WI la tab, - PSm 13, All IF-Icamcliae to M„ Ind Iran M wile MN T-nitinge Mulled to faclit'le A- 4A5, Wed rod - A3m1 dalaumm fba, T Sallow elml 5a,1. - aN a 36 AII"y ASTn F-553-0. 14 Co,racla W II M rasporolbla rw sni r dram eoumloMs and car.lhg b ov,fl. B. MMr• 9wl kris fa rove" R.Mwrsrn - 3d a lu Aby ASm AI01]-a. s sumwel load ad tear --5 b • oma P31 -n sVucWe placed 6" n„. MI. fba of 6ulldllg. Rovlde 1'PIF. ovafbu ear.gap at tlpmepoa dalFplpe comae"' b.rmg lido, a fvndeuwa an w.lg.a a vu ..replan or a nnMw wIl bat" vow a s5mm -it ,5 All aan.11ae to canm WAS eVwWd W,I M.da ,n eccadaroe to mavvde ae eppovd by ua RoJd Clvl, Egne,, be vs dab r,pa.lauty b s•wre wt •>e acwa, wl, bunt' vow aqua a e"tic"sad n-a Ir ea wll L+wrg vow a bu NM ]Xm pF, Ue pea JWII be b. All plp„g Mlallt w ae rot to M all. plac,vl or ewcnrd. II Mrcy 1. paj•rt 6yry ab u provlG dada Iouldetkn w14, n allltl., ad Vad will largo non bola. Any davulla nm W uywl Alen W,I raga', III- capenm b bnrrg v.1. +• pe•wb.d v,llm appeval h. lM Ledeupe bW t.t before M.14tla d Meta.. wda..ro MFdnlaFab SMd �d ]min 2830 - SEGMENTAL MASONRY RETAINING WALL 2805- ORAL SITE UTILITIES AND SLEEVING I. CanVdaa W II vdfy bona a adNFg milli,. lad srvlua ad prwwe F a drFg crnVuctla by allllld ddmgd Mlrg lane nark "p,dtla> W II M .geiree el ea,.la'I oleo, i. CWrecld W II .Miry loralla of gored allltip ad >ervicee uM reaped b popoId .alrg u , phg. R plum ut,lal hull's W II uw paudeuc rlen delve>'"g udegurad pip ad M,Ilty ran.. Avoid III eep.ld b ,,ante elloo0aa"e of brga p eel .total, lad laud, Ve ckanxee .¢teasel b Mlen papoed neldlele. 3. Canreetar. at hte on ',pave. W II rehab a edjuet cry utllltid, pipkg etc .1 Mdr,d Ml ve M.Mtbn of pull ml,lele M NeV tlmlgrold bull' 4. NI •bev.g W II M a 1'- - du SLw 40 PvC pipe ae rvadd ulve pw.bk .bevtrg Jwld be .udse a gangs b .minim epau requreeaxs. 5. LanrecV. fall . rap"nbb to;;,,d el I 1 arm (3) ebwp fa In a e=Ial lee lad dalag mW p4,. al. and/ a road pied wraadd a' Iwlabd by peNrg. 6. -a- -11 M rppaslble . prwwe al bola two 13) >twd I.." na I,,San- aril da„eg. to eW peddul a Mw b rely. a pie„ po,. T. sham -11 Mve a 1 dgM f %° vk. oVvwlee dp,nad by el.v,cln a ,.gran- c -r,, Tie dd o! lee ebwe W II ,tail al kml 11" beyad de pavm,l. foa,rg a base rod B, >Im�:.»e1lo d! a woagh l e Allis, or plamgirg a n> �e large I. b uaa a lml'"g,dd s hlgella pips con Vol are .levee WII na M II uM el.v,ul a utility aal l V„ry 1, g.u-.lmve loan' lth nrigetla Dnlgnlcwnraca. 10. Al e1-M ail reedy. W,I be -1- ad app by bane', civil ,,g- 2310 - GRADING NOTES I. Cage to W ItM Lebecapet�rg grind. Ind ea�d lad report any dnaepancip 1. All fill (a homing aW ple1 bvagln to Ve.1. W,I M cl.n, friable. I.m of IIgM1y acid to ndnrel pVi All ell atoll be Irm na elide, rods marl lad deb'. 5d beau all arms to ba bnmd -11 M rmovd a killed wll an appwd Wrl,lc)de pia to ."hale' or !III. 3. Fal- all road bow, W IYoA earl, reel rod, ad noble 30° .1-al bM. I.I. grade ell raw pla,lrg air a lad Vu Pita, Bad(„I wan ,Muhl'-11'1'pprovdby Lad,cape A Wl M, M 'eating grade al -Fdrip Ind' or axaurg tr rma,n. 4. Grad' wu.e to ,ewe pmitive daMgs ry ell IWttwd and b pw,l lading or wfeu dalroge. All paring art conend as ' I mp"ra 5. N. earVuak ewll bled --o Mo aaeling gradal. 6. Pitdl wilyy beta,,. pot grade., All pvd arm, mwl pitch to drab at l a of Ire' {w tool (R) hay tll.aepam,p rot alI.Vg Web occur W"-,,pond la Ve Ladsrapa Idn tt pla to canlw„g work 1, Rough grad, or all, nil Wll M Fwldd'Inplece' by Puv to J- I. of (Man gad.. B. PnIM Grade . ./ ore Yvh (0fl5') 9 FIII ,tartan .114 reported to Pan auadlelaly Pen fall povl- fill w 1 bale of alit, ronu by Lonveaa. b E+cd. ell W 1, M repallad a Wd. Lalfdcld .will Nod -pile uusa ell m and. to M eaemMd bj Luna. mev ,lull wve elude palm r.ovd IL CWrdna .hell M rpporoble to mMem Fell gedp lad -1 all vu,a well arm le emcuplad al Wm C Ita 11 rind, ell a"II w,-off !ra ddje,a, Idkp, pavmerns. b p es bill by albs. p. Ib aqupmalt swill IF wed wlWn Jai "ropy 'dip -Ind' or dattrg Vem_ Me„um datMg gads el'dip-,M' or.,elmg van. 3100 - CONCRETE NOTES Mal,lel. - N"mal vigil caaau lM5 PDF) NM- e. 1e-dej cerprde,ve IVergW 5000 P51 I! bald low rap S,de.14 3000 "I non wpn Fa.dllae all Pell" $Idbe' 3000 P51 CAll pa ,Memo, lad elebe 4m90 P51 : All patio cube -11 Mve nb, reMarenl. b. Caape alup lh Irtle,) W II M ea follw>: H„Iry loan',' Heulve evttlrn, pevmvlte, dd elite -I" 4" abary 14bs, bed>, w14 3" 5° TFh wIb, LLLIlN 3-N' 6' 1, mi. amps wve "it M: Slab. 3/4' Bmn, and COL111N- N sTmd wpoteeld amps-I-N' Faad amps Mlu gratle - 1° Illfaud taupe MM grade -3- 3. indrawinge ad Mr Mete W II canfpn b AL.I's 9'lelwl of Stederd Recll.' fa V.,,, IV g RelFracad Comps 9Uwtvm' 1_135-a0) 4 Dndla of rode" r.Mwc,enl fall M h areadaroe uIN'ile Final or Sladed Raba ra Rda(a.d Cwvale LanNwcl,a" e. ptbllYvd by tM DaaM Ra.-Ing ral.l Mtnae mini olbvlm kdkatd 5 Condole cornlwnbn lddglm W II derv. b tM -S irira 1. fa 5trua.e, Comets fa BulwMje' (ALI 301-BM1) 6. RaMfacamt Jan M u 11, placed 1191diy 41pald ad .11 led .M bar W pal. ad sWca•. T. Ad ., -1.1 and 1,IFI-1 alorkg Jan M pov,dd to ..rely appal all It I ­ at All op,llrgs cwaele slab, a wl4 ova W adF r W11 Mve ore 1115 a 1— d.9-1 Mane dram, Mrk rnX, al tie abbawll. s Raauadrg al l In fonhgs a pile up W II M p>mbld ae eels Inn bars eq.111 'lard old and logala at uW IMd>.11a bpae tamale I. placed 10. Dowel AA_ and wn - adg b fda" a pb up Ml .m a- sae nob, of daueb ..alai", M,. above II. Douala atoll M doted •L' at bat. ad Jell M lapped 4B bar III— aM tM .hm a wll rmrac„g abw, 0. Cave" COLII'N W„ M nd CO _ .I.. alb -I.- 5. Rwlda 66W I. 4 W.4 W1F m eland . gee' .b -I.. Iwi-d H. atl-ig m concMe.11. Jill be coMM3au-4p bee dB tlianp,a. HorltaMel Mr 4p Dull M..gg,d 6. 5- Epero,a Joints- ram b"lalla J"IM, of pre -ranee jab-nn, n,pe a_nV III _ b,s baronies, ,eats, slwcl.d, was ad all orb Fled obJapa ad rive Inaulad .11 a+paid- Jolla - - b engina,Ing drial b, control ja -fan vmkemd plan caaaclla joint., a.11.l coop. lab arils a> IndI.td Ca.V.! w,reaa JoIMa for a tlep�I,{.I b al bml ae-forth of W coop' W-.. ae none, a. Gooved jb-: ran camera jan a enar „Nat rbal„g by groov,rg lad onledrg .d edgz nith a g. bon to a radlw of 3/B• and a. mdlmtd a Ile dwmge. Rap., grooving or'oval,� JoIMa art, applying wfaa f„,eh Ell,,11- all gr.v, bands I, W .,vpa wfeu, b. 111-J ic.-mlall.- JoIMa Spa ng . r.,,.a ad aI d,.td . ire Mooing,. 4•W laba-6'oe nee 6' W d slabs - V oo. non Add two rep u-) b ,pang, ,r obd nl+ II wile n. Edgkg - t.1 dgm or pave'.,, gin a cab, and JoM, In wind, art, III fbstmg aN an 111 t.1 to a reds. of lrs" nin a a. Idl.td a tw dawtrge. Repeat edge tdaag ern,'PI ..,a- lV EnN dg, Fli „ W comp. ewfaw. t. Sub S.few F.I.-v„fyy ni,eh u1N ­,1 .1 ak. lad wWays WI, reel.,, g ron-Ydd IQg broon (hash.line o4enl. p.lnd fleet WII M Wfan.d -I.- ovd dV fa. finish e.ra. W II M fr. or bill bon was and da-I I. Gendl - Ile nkrk coved m We e.tkn irolutlee lvnlellkg of labor, .total, equlprdll lad Kidnlals fa Ilse con>WCVa lad Mtallella of eegnandl meaty rpemirg wile IS l as ,loan a Jls conlructbl dewkg• and d_,_ dJ W wnvact p.lnutla.. t3 Fb, RaNracaent - tynYelk nb,e WII M nbllbud a moronunnl panyropylsm flbae ,gl dad de>Igd fa we „ cwveu c.p'yvg MN ASMLIIW, 1M yak Nleludad h lM. e.11a eaneleU If. bn le rot Ibltd, to t/r foll.mg: L7, Typo III, Vl to mill (U-15en1 Iwlg. Adele ill not Ip> 11an b/ p, w y] and es Exuvetia lard fodetla p'"'atla fa W roaming wile r.calevdd by figNlm a umradw,. b.Pld<,enl of ve nodab b'°"e°k"1`gelPrratag Ile w,l t,iFg ,ens. 4220 - CONCRETE UNIT MA50NRY nPl -I n daMgs m"I"". m L Haldua Putman ad capanla of MITI ad nuked wile f. Fmleh Gradtrg wMM 5' real both above and bal- .11. Cavpe m 1B-tle N of ,drvidwl wine wry y ter -t- snag g. Clean- , ad rmeval of debrle n. Job Nla (ml ar.l IS�P51. YW>ay n W,I reran b AST- CY. b. ranter type H a 5 AST- L1T0 Matar ell -11 M "ken Aria :. Ranld Work uedJy w -1 oft. n r.pird bj lln erWlel-vlgYne. S.tla - PaMge c. Ma>ay gun Jail carom to A571 C416. b. 9ectla Gw Remfa<,e,. 1. Re„farad .luau cowry rtaawn shell canna. to Ne'Bulldkg 3. Rpdxe Sunderde Lode Rdptrmena fa Comp,.. Malay SWCWd° (ACI 5311 45M Clam - Sarplmg Mil TptYq Beeralq Lord Cabala I'uMemory aafy Ullts. b. bu C445 - 50l Lad OI 3. -1.1 call.. be o -d -11 Mva.diet alignvM1 wffKlml to mMam a ASTMCBl1-51- Sladard SpaJTY-elan fa SAI'TV2 ReldNIs LLbll Mlle. d, Nalla al Canal' Meedry Ae.ocblkn MC}tA7 Tek 1-4 - 5paelflutbn fa Segevnal rimy. w,c I Itld anikuwe cell. Rpamtrg Well41ILL eft_ 4. Lluroul fall be dd M W ant. a d rdb al udl eft Llurouts e. HWrufda.,b M.lutla Ida -I.el rxat I.I._, ad ell ldnl.l rpadcee Mludd WM-- aa- cadtoM dbefae� II il kg a pelt', a grantrg. VvaN 5. Raifacmg creel -I be upped . bar'ta- nhq,n a- piled 4. B4nl,u1• ad-11 M ,ISM aeperelecl by ono bar dlamal, a uVd togaJv, a. Slane W: lonalrg In accadarbe.1. Ga,s1 Cad 117 I. Wmtttwdh LlbaWe. -1" Inullalla nnaal. 6. Heeay wile W„ we el keel tudy-rw 1141 hws Mfae ganmg. 3 ao �ap c6eMrrgg. -V -Vll repot data, real- y 1, dmlgl, all M,g,e, geo.ldellc Iaywl d dellq "cFnp dewing, bat elaeG d 1. na>, Is skppad fa ale III a big,, Ve gun W II n,inlgc,mt povlelae. elan and amid by d ragl.l,d Erg1Mr "and m LLn ..0 or Ue wu IneLluila gartmg M ebpped I -la• MM tJa top or tje sppanoat wn. all W t m Ja cola lad fee pelt,. as .p.lned . 3. Sample - lw�lf. op.ln Fx.I,M1 a R' x Q' .gde r g.eyuetic raMaund ee d. B. boA W II M plaud In IIN rot b .teed e'-0° mzlna. 4. Tpl repatpa;orm V mdep,dan lab oelay .u,Mg noleWa ebwrpua ad aa"f' sign prW, r Ya coal' wn aW am kal fen re„rat elan M eoaeld to fool MI. ad to bum above. 5. vat „g h9 did In ,''Moro, u,N 45R1 LIaO. Im, Rovlde two 11/ 9 Ga. raMac„g a wa p y .'tail roux m eet.a.lb. r 5, ehoiallam Ind 'wn'W' I.iMim Mani a nndl ecldade bey Lend eG g'=txl Id, amlwallane mluvltla II. flee.. ad IMeb, tells e"valu aYaM, dull Mve e" nin bearYg el .d„-. akam flnlJd a'p°°d ewfec» shy Canncta MvlI provide of adage" a -II, ac. bale ell el/agreda, faaldella end Iwelmg paid naqulrenenla le wdrwt p H n null M adabb b epporn g bean lad WO Ilea. de (inlaid d.ig ee'till. In W wroVuctla tloanentI. ol/vul.s Mil Hmwy unite uld to cadet, W II be as paid by 6. 1M lavellrg led nel,lel stall ba puwd ad capectd wJad side elwg Ind qr dd dveull I- *laced el b' a wIN en ecplveld eyelet. lad tlalvu Wn ae Yam a Ile coneWttla dug. TM Iev,ling pad "it M b' nin Aledws. B Mwry ..III II I. Gacad to r.I,t lateral loath "it Adeq.te 1. ik bolts r. of rpaln„g wll aoduld fall M pleratl a sin Fepard bveing pad. b, c 2 I. p'-dad by tM otYv .npwvlls a lM eVucWe. Car Plae odor with LLn Will etalaien madlba are popoly allgred, Ids lad „ 14, MaeguJllMwll ufllcld w1d tog va a r bid I.le,y wlVva! eegregetla ar rotelele. B w,l netlales above lw tie balm cow. W II be placd surly Nat all bpr poly ute lad laud, Na dplg bpld "! Ind inn t a aMra,lw W q a 2100 - EROSION CONTROL Iwo, of wll modL wll pch In b anus that ra gapcare turned added ella<.elve lifts twit affect tie eligmdt or tM .II lad Ind patio', or grid ra,nfaumans. CMd -1.1 feu of IFeu,kd m,l> to vw,ly d.ig bead I> malnumad L LMe gratlmg lba­ I. conplald air dal arm. within a wl>Ide or Ile I11 of la, W, be eubll,md by gm grading lad Wall a -anig. A Pathqqee - M.II drain rile et bwdl elwella G ale b wlMeln flow of uaa, to 1. All Masi' cavol .exam are to M „ital- pia to fry au ill.{.bona w aide of 11-d zaK. D Wq. ppe atoll deyllgM la d ep�ovad o .11 arp w elrinve a cmlructla acllvllip. 10 Pam to elan caalele or dial 3/4" a W rotl: FIII all volts beta,,., anh„ 'wn 3. 4II edhan will M pwend na d C Vg fry elan III a,- though lad b9dMcil.grall�nne wnh demge eggregale. a „n a 11• of delmge aggr¢gat ass or lam rasp, "aw bale,, g v I, board, a ab appnube.,"bile. atoll bit llacad behld wll ant. 4 TM -..a -11 M rr.paalbla fa nnleli ell ,dint Imv„g W ell, ad .king IFPa Mge aggagale -11 M e"ral ill fr. abje ..It. anh an appwd -Fabric a Ippada.l a -"I w.. 5dadn wnra, and>wd awn M m waking adv en, goo W day. W. Iroull rcMaral,l g d M eaadarce ullh Engine,'. deTde daub, es p. nil by ewfecw, i re.nmadeI_ MITI'Ilia fa rddn Erguaa. moll wile W I, be lard In 6' Ilea ad caipeetd I ^bx >=__ p.ta. Coepen all Md opaetad egrpn,n. No Mary pulpm,n awn M enowatl Mwn 4' or II a I/t of wll MgM, uh }eve le gut,. 13. -a„etl win -11 M laud heed „ell wile M .-V w.bv Ilfa. Relaimd loll. Ball a, rcc{ogepctd to a d,s,ty or 55% nM or old p«ta, K T=..= `cros'Wc' 0 �dde�sir eMllrx adm"'bNy 15 Flm glade all elepas euey fl M.11"ell Inns» da e„dlul1. (ollvml'foe� ro a aa.Il..arye, b f� g g CAUTION: PLEASE NOTE Conwdai all`--uI. all pea.rduired lb, the work nob any at._ depanmeMallnycampenusmrludd... an by Newark TF-alraclor ft >e land•pmrlisunlrlawandTye LII Mando,.wpmin,, la win adarmed vela peamad emeC lraranal)Mreappnwa`1.1 a all chanpn to-1 at n"addNwllmat .work dto 'alto d perms N'{aril • n h.YutwX d awNp. mpyry/i m _ma3lay Darya, kra. -1. Kan Lal IIIII PdWeceae. N. r.,rM - Kra b W r,raaaed m FW , h M,ea eelprs ogre' Min pnmeawe flue, B.Ye.>nI lea Iw, 4120- CAST STONE 6050 - OUTDOOR CARPENTRY I. Ge 1 - mis sane' Mdd ell Al eq,Ip- ad mtal to Fovlde end l i1 vie I. Ibinale .xl alone ,dun a 1M Ar.1-1.11 drib, a nil ae dnalbd m We epaclIlutlon. e. bd,ll.i.al Cael atom - alit. Portland cmmn baaad IF" I w III) calcrele. e. R.e.a udl (Prl I:eb, Rke - eoutMn yell," pMr 15YP1 x -A ante remnant T.Iwe end war "a be es p.lnd by b I,, Ref, to f„IJI edadrle Fnm„g ad alpenlruclae - � SIT` 545, am =A b. CaNecla III (anti Nap dewlrge, wlae and meblel .apin or all pranks Derk'g, put. ad rellVge - M. STP, 615, 060 LLA a'Ilanl. to ledeupe bWl.l fa-epp... I pia b ad,„g aloe b, LLWlem Fall III f111FG19 111 .1. Ill adzau dllaal board, c. ft - 5.11on - Ref, b Ilaal a. eppnubla, SealA, c E.aic nod catldlrg - Planutla gam Tmk nee" -lope' I. Hadar lad ban 1. 5.11a 011t Maeary aaaedanp' -o0v M detain,= d. Recycled M,91, Board (FF51- W reeIs Mej+dell palyathyke 3. S.clla RSMac,rg Din Unary Asa. -,I. 3. S.11on JoM 5.1,. (HDPE) di.laa, blench. Man .d by Cycls-M...., tic. OR E.. d III I - Sladerd, ,till tally Ml tie requ„en.0 end recanrddanaa I tam Cael Sam In.IIWu fall a"bal yawl !wart dines). PD. Boa dale 5waale,. M d69BT AS1M CL'64 Surderd Sp.,nuna !a Casl Slam RI ; 311-384-43% d -pal ma,, ha-dlppd ga,vn,wd at.l, II elm" 1. Get .lie ('bleat' ad Iroull, W a ue. I-,, wanammeld .arc. a cmml, a Galatea plaid: 304 ,"lean I— Flat- q.w,,,ad .l.l "511p.a' Ile .ggra -, II ,dull.. old .l, fa all pwd , gran', ad muluua paa,u.. All . a wa, . , d ,lase 1 Dln,nlaal ad 1Vuc 1 abode dal, M nlfwn arse It. , . Jell be ante emdheed II ct lard all a nmhm .pram., , Va of 3 pal Wa d.1,.q to Job -ell, tell, a olhn darer. d.,,dtrg We waaJvabl„ly..vanglh lad epparruceof ue pl-t. 3. Cast etas shell MI IMegre,.kT and adiliaal soda coil ee epaclned 3. Calvdclw W„.illy an cola, ad rMslm am Ladecepr A,W Shrill plgedt >eepba a and ep.lfld FIV, fa eppovel pia to wtl,irlg. {. bd aii .el etas nab,. -11 M Iuwbly ralnfacd aN ryMlellc Rae. (AI, H LIIK. 4 All eNatvm fall M advd p W ad'guar, to base. Swcly. shell be .1111. l a-iel Tree 3), w,datl oa, rabic rA4RT A51 ah,e'Ppl.bie rail-u Inn.), tenor' Mn (_ A,,51 A"5 ),, a defend ,"Mils dint {type 301 a -1. Faro. dMa- Jail nn d Ina uM mkdMd lad but codas. a.d b. m ad a -aned ('Mena, a unWn 3 MI. or ft ocean full aaapbe 5, al pod3da W II rot M akli a rpVIVW a awry elalvd a dw- cad,n. E bq woad ­1 JWII be regard ary wve ,. 1 ...tart 1-,A'. ,alu.d uiUval adegwle cber,bd lad dreiroga IIlidd ales fabric W" nil M wed F dY uel predate. 6. R.>we-.bled !PT)hood µla-,tru-h.,FallM, bole c111 uM b1 5..,t I - IF 3- n.. Mva pemltld, W,I p ol, lad wl I- b, ar'- all a nmtm of 3' of roar'{, wvd mass ep.lnd olbwi. by 'grin',. All galvanimtl bops a aq- SUFime slaal boles l n feet,.' elan M was ..old All M1anmg idle, ra,bcta p4u., lie pc, "it M hat dipped gelvan2d .lint Inbas oVvwlw .P-ln- Rp, b ,gII I..- .deduk fa Jm A pacag. 6. All cop tr a tr motile, wll up, bedpe, ebdlig, etc lnckdhg halls f 1 Ind -11 M arrived In placel ad „ elan fael,,,e. An ., daddkg 1. A„ bond racnau Drell M cora,ewA..Id nd pdggd uM in .Feu ' Id COI. Ida M e,lvd ,n ctI. Ma uM ,owl balding coil.,. Rely w wldbad ad r. pi q, a Ip ealw wood page a eppwd ell, m„lel. ,,idle euderel ,n C51 MaIW l walla QIC15C11C35 end Lds andW 4LI 31B ad A" 355. B m ­d a agwed .Idea". ell uaod W,I M ab,elly baddd I, "lira. amlant a 'I. All .lout Nutt 1 al -I b M cud -11 M pr_ .1. al tall luo wale n eq. bdd„g rol,lal to noau and -. fra,p pule, a -bone, ('save a sae -rid, pd onend ..led a pa.ld M1. ay .tor „.Walla ..any Wall E.IarulAJ Al.- J.- era rot . eeeeplabb elbeutaa fa prop, ba ki B UN .bee abbi grout. ad N„-ape I ad In aa, W WVd a it wdinon 9. Al, dadarg, rallrge a r ,J, wrecd land" M nee of p,m, dad., peel',. W II M lea. a polpa mdlnd b ralb<paulty and .d aka-bila, 3 wp lam plrg all sia b al IF full mortar bd nl.e ahewue delall d, Iowa kin,. plat po ., pl.Imru a oJv dare{.. All J.-end com.11au III be IIgM ad dean Rae--w, a .. dal edge robes ollmulse ep-nad 0. An III— a dedarg, rallkge'd ril I.reoae Jun ll court,-evA FtI m. Sat ,tail M. a I.e and„ 4n of adJac„ n,le_ p a cog tiq balm nett wn.. II All nn,ah FIII grata •M„ .tW tie ..t a --la wtes o Iia. >p, l IL 4II dewralve abed 'sail' Jail 1-- at ImN ore reel or pm,,..ln a alai pia 6: ,k' W. d IY' "' I. wet a touch-up all I., e.eaaaln a svucW. according b Hal 0, Cnoa Joint W II M caa,.lelt ad vlfom. n„ a W.I. villa ands III be tooled (pier a eIIgIYVy ^..:.+vs ee ep.lnd. Raked JoMl.d W„ bz p,Md lard bald ae 11 ep.lnd. 11, All and ,lap JWII Mva 3 nin W wide earth groov. road nw tM -ar D, All bad-..,. and abiding Pa. -11 conwl of egwL.,"ably sad p,ecae. 54v,I IF 13 or W, Vaad ,.taco, ubIa- JoM spring le -m-lbe All rand ,tam W„ M weld ",tinge. Minn, 131M - FOWTAM AND POOL NOTES JaIM, ,ndll b, p„lttd all w„e ,p.lnd. All wFrg I lnla W I, tanlmt. a r- wlth apt pNatly at baler, Elpo.d, wl, a add lad. are wccepleble. I. FOIMein mdanlcel, el.trl.l Id Fyddullc .late, W II canal of cam,clll gads pool/ 14. Firl"d wfa. W I, be clean lad M1m of def.t... wu, bon m ,kA Wpe, fan.ln equpmdt as spdnd by an approvd Fontela conul.M nIN bebul to poide a caplpe fml.e ('.lain syelm Jot op,etm b lb p,faron. ,"Mend es aade, blaml We a auto. All q w e W .11 be .ended .1- 14 Fwwe "r ep.lnd a (M Plane. FowMln CawkdM appl,ull.. Add Jail nn M wd I. ilea; fmlJecl e.rac..:l.. epeclnd. 1 ill Egaipm,n Litt W II Iroudc, ba rot Iarzeeerlly Ilmlld to, t/e following Ilene. purl,, 15. All Forlxomel wMng ,.(area W II Mve a eked rdMaM reeler ua a dy III all piling and lltllrge, auto -ell, wen...nine, ekaa,s, valve, mn,ralds, undo, cannot. lad Pa. lad uv,u. of .Wail a,- a. Mp nd. I boxp, IIgM n.tv., do Fome. Pool aquiline W II M .Yp.,nd a ('Mein I.M'e W. be w Wn'ilia W. Sad-sp ,tome W II be a mmMu of 1" Wd lad IIBMIy butt Johld gape rat to dawlrlel. Seoalttad aquprdn dpFto a,y ."liana". by PIIv I- Lerde.pa bd., plan to me..i a s+c 1 — (a .d-lap a l,utlae. .d Ina°. Ref, to S.tla T80 - Imp p pp 3. „ IIpo� , / tonne,. Jon., ewcw., beNa, bee Nc. W II M aaqq dad wrotrvdd n, All abre and W II M dial, In del ad su , Ra.t a" a u, „9 g g„g ere dJerax p edcacbn. ulN en appllubla coda, lad e.rdarde by vu M.II,, MMedv,, or µpp"'. Tie M.II,'e argM, Jell (well. a I= toed Cartln.na Lpl,' a, requlyd by ,lei, >o,u lad I.. wfecd from MN, data', ad caatrclla acllvily. Dlpoea of any ante.! mlals In wble con away na, planing arils. Cwbecbr W,I M repauibb tb bulltlmg offlclel ad copy the Pen lad Landwepa b.It- rev eppn.ae. b_ rmove an ,men cananMud sou M1a W lane lad rpla. and clean, appavd nIL a. All Wok shoo M pirated In a uaknaaalke mine ad Jaw canon wiN all appllublG rWtlaWl, Neu and local regrlellan lad code,. I13 $lone W II M gelded, Clmnd lad nu of dip,, blmleM• lad def.le. All clear., W II M wd m '''does ullh raMen.,s p.Inutla Rota,, ell 5. ill Ca,aclw -11 aLL>mn ee11nnpp��,xp{�� Yq A.I.Mwell W IIa, swcWm ad old arp a rm dppwel coMrecG adjecan plats mlvlala, wlis ad I— e.re.e !ra ruroff /ovbI of all cleans. .yelme b Ind Ladpereapa ballecIT ad pia caeWnla III Ardnitalt I, al all -Ida ad caetg piton TS+a eaplalla d M All at aloe -11 ba nnbed .1. a clam, p,enetkg ro-karlld ..b v1.e o"a 1. P to r.eulvkg anal approval "bit 5-nn amid roll .c - I,laaWeb bI t as ra W-,. 6, All 1 bvIr, ad .l, vnVVesoo400�� W I, M rout., 4 wl, rNaq .lamb, Pleat, !Ilan a No>aab WII be applld.11laN. cbmrg, Bupola ad a.geume arc eeaplNd jubbf laded ddecoreelva lime. lwoa WPM stlLlbtlalbdurd al b. 2100 -GENERAL PAVING NOTES rogelNe vdatn,pdw, Wal,p.:gwl'��e°°ellbe ape,b�alwbadV I. vmfy all p"we mt,lal" paltmu lad fmah..Il Okra ad Ladeupe Ablt l q.Inl. oI ,aasI_ ad appl,d decoretrve 1. Cava, Ihlt Pave - CaVecla W II pwide a nMMm 5' . 5' a al of - p.lnd 1. An n.tWr Ir ,lb �=a�Frac„o Nall M of ran-rdrulve . 4,s a IUble' fM Wd ,v wnm8. w,a blind ra .W pw, loam w nil pia b along .line' ra Ile Job . ill P.- .elk andn M rwkud bli W L.draP. bIn- lad Pry fa hW l II tvd, tial MI=, abeall"drdrlll� anh tusk r� pool s,d/ B. eall vr, hat p aad p-lble r.-popallahg of W:.br n4 t"y I'It a yak additive a nth, wt,prooplYglS>gadNq ad1A.e rulpatbk and Ue 1 Ianlmdedb wa •4aykaae'.wIll-pro 3. Coal Sloe - Comana W II veiny II ad nnle4a In anirg pia b ad,Ylg l,lal. Ca,retta swill (mind eeapbe of Va piled mat,lal, loots ad I.- .6ellx awn .1 by W 1ad>,l Cap' a eq. lad wd In '.'Marc, ulN.mlan.,'e dlractlas. aaelr, pec,fw uruuav,'. era NOT .p.,nd. SJa.uW,au u„1 not be aloud 5 Sloe ubkalw W II cooI vM Fourtam Cauau,e lad canradar. to dpenlm aide appwd pla b ad,kg by Jn Pry old Lard.upe bWl.l- rl.m>ay cl.raem lad allouaroaa fa fwnam equlpnaM ad ,vuclva, ,heel.. 4. Caap.. ell cawals podxt. fVmFdklg u.l ,toe) W II Mve a nlnlrvm caprllmsive v. Cavaclw W II laud' ell ,tend", pkMaag, egrlpnan, bck-Ip., xdvlcee, ad e I I 3 par a gwI, as Ip.lfld 411 .a1 h plan anal¢ end Mve adJwamu I.aa.y b pw-v a call,' antl fully op,elbrW l !wean yslm. 5. Sbgraex -.11 poi- a r detia -grldz IMll M c."nd to mp W da,lly n Foune„ nW Wnlul/egNpneM Iroullan Yule ltwb a nine. I year wnamee !a all «ptrmds ee d¢IaMred by dau„ga m e-.- uM lM AASMTD. T-50 5p.lnulla alp,pnsn, -wirg any -.r9 Feld .-I- - a edjwtraMe. Slbgade Jan acted n mdm bap- eln popoaed all of pv,ml. 4II .lops, neon d alb dpeta- a- acamt,d at ue prg.reua of th edageda W II M pas p eueo r Ind w, spa. 0 All a Yon Mva a 13auv eccnelble' , r Jpn 10' of rnavd to a di of 3 !ill b.l. le MIl IF— glade ad na I- a fml a dge of pavmd. ,f tin eebgatle le r"aall t" M audr alb, d'Ia -..a -11 refs to 13. All eknn.l Moyle Jill raaem le lM ,lo•t recent -tall ElacV,e plaro paip-rd bj, V­ad ."I, l5v m 14 111 relMac„g ,tin, ab inlet onto. 5' o! pool -11 M gavdd w1. a 9 Inwletd wild 6. Bea - au lava... beeee to rawwa vehku4r uarnc W n M adlgred by a coped era Pa ,de. Baekg W n w h.aae al er<e hem-n. C,vll Erghear n­ by Psai and/ a C" Id All 41 lewd base natall IMII M cw I,aab to rot Ids � SBk pa A ATO. T-IB0 p.lnuti. 5. wt, apply tap "F r�nqu� "it bI M�aYiv/d b�j�/d�n,. .aT,d1PIII- 16 -_ - LMIWs7CAM L*WTNG NOTES IB500 - PAINT AND FINISHES I Al, ailing, III Id M.Iullae W11 manna. to In Ippll.ble rotlael. I. 411 palm rinl W,I rya . - wv,dga with I pram,/ e.lar M. del U. d lout wtl. ad ataderde fa .-".I epp".nae. wiubb fa Lila a Vale mat,lal Id apply a !i All P,h III atoll eel,d a nlnl,ul or 1" bail. gam five eppllubb. 1 -.a W II veiny all peml swua, .Itdlkg loutlae, lad c a. wl. tM Fr J.t b 1_1 Engine,, -."ashell p"vide •dp _lz fa el.vlul rind," In 1. All wfecd or ,'»veld -11 M ptled, e.nfld, pN FW,l lad I.-, wa`,.an- u1l Ye -'I EI.cv1.l E - ae mild. Fall- all loon a fl." uta lel. FIII a rap r, all earn. al-ta naldl edJacax wface llnll a petted 1pWz Repro wtu ar<erdhg to pelts mmrfen., a r.aen,della. 3. Typl.l Mtlew elecvl.l advice .toll conleL of geed null Mmlpled (fill cnwlle a villa manld In epp"vd raoaVn-p.f MII box.. Pea Went, atoll M 11• Ibl- "Inh gredd lad al Imst 14" F. LM adgs pdvman M paMd area. All conWlt/dint 3. M,, 9 lad taupe .Ile W II reuNe a wail a unary prin pM b.,el wve shell M et lust IB' Mbu flMl gnarl w daap, ee raqu rd by code. Sluuo /.vary WII rue fa at bast n ill days p,a b 4 -1 appilubla. le Calrecla Jail al,. fa -,clad a swua.Ian1d 4. lln p M W II rand{ of Mg. -grade Iola. ImOt acrylic pint Inane alFawlw appllu and Inn approval ar tie R"J.l p-ZI fie 5r,wln waaml a eql. Fml•h paint appllulla W II casiet of a Noun or ae eul of lint.. pp mt. Falb" appll.,la nvucliae ae recoemaded by the n,Yracwa alb otbwIII raid, 5. Cavecla elan Heel all 'ilea`. erdH.l In need to rwim el.Vlul ,:tl ulllny calda mull, Ebnn.l wdune lad ulrn W II avoid area..1. tang. I.W. pain. ad n MV Mg. .l ..T/a ti a -11 M nponiba a wwg ad 5. Ee — WII ae aet I.a!II tll dy dd Fria bndappItalia ofall'adel .dala,dtI pla,pland lny,aW amwa po>Nne. 6, All palm W II Mve W meted alloudbla retain.-d mlldawide dddlllva. 6. EI.V I.I a,vla cameclbn lad npd I., md,dl W11 M povidd 1. All fl.lvp m rod-rIgYA. - - wy .wit Mve YXeld b -1 W IIgM ,w a T Co,recla fall de 1'x 4' b Is a site fa rwim lad IMIval by Ve LW I, ad/a La" p, A JYt.t na a-cba Vefnc, All I#nN atoll M anld ewy na a -caning Vlrflc B All tp-IIgM FLA.d W II M lap -bed a ON- of foe (4') Fla fro v>r "I of all pa, appoprate B. All nna, W,I real., a nw coat, of rmaela atnt ra wM lad pav aa­ ue mt,lail {belled 9tml .Ira' (,row naua - rd aide all -bane pins a appovd eq. 9. -..a W II Iuka ail n.Wa loutlae fa uvi. by t.ard..pe b.'aa pia 5 FMI (toll W II be elbJ.l la .idol w e"v Irep.11eM. Enure wface W II M la all c t. J.b.- ad/a penis -peat. repnnd IF ,b, t a psv I> .halo m GmVala Jail ufs too cauld,alla W fl.t.. bcatnl Ml tapli to ­V pall nal,la,. IF o.IILN pee, ut,lel III bead Ile IIgM pal. lw Ledlup¢ bWt.t WI, be .lad fa an.liab�e bulls IL CWecla WI, mw 1., edj. acne to Il+l.e bona 4.p,rg ad ameg 111. 1— by Lead.pe bWl m MgM- Ight tot. 11. All fl+llrp III ten (10') feet a wad atoll comacl w ( l cIr In acres 1 uM tie rode. Fbvrp ab IMn 1-.alga 1110v1 fall rot M locw al M' feel of l41 wlctrc a,anrl., a re leg r-la W n M ul., 5' reel or Ua wl,'a d, LEGEND FFE Fmlah Flew Ebvana AFF/5FF. Above.1W 51I. Rn%a 'Tom E.Il 5pol E,weva aT� F`rW-ld flat El-tla IL_ _ 51111 -dlan/ Oil If Fbu I- n-+ Ropo>ad Cabs Ealelmg Canoe . LPAP L.Mlgh Pa. .T,fTG Top of Fool„q 'To" .m BC/ TC Top of well Eiwalla iIldttw, Tap or Curb E,watla • 11151 T5 Bata/ top or Step Ebvatbn •FG, FMl(rids • DI Flirt EL Pe„ mil Rb Elevatla • m RIM a .1. 5eeh Rat Ebvaua • W EL. IF- Ebvetlae DP/PVC Dre,a III FW DP/ IVV Pah Ppe- Ngh Daunt' PokjNykm Far DP Per(aatd Dram Rp, DS Dan `'..point LO Cb. Qn Wcol J.. -W. an P4 P-ing b. 1 J Naval Rpwe To RauYI Urdleewbed LME-.�.✓ Lake Hemtaan. Ea>amM DE.10, E. P4,mga / l,lny Eeem,:, ,nn In,gaua He„ WM. wl, Mein ptt Fau Ha„ FH Ptl Ra Nydrenl Iva WJW. wl, Hp, o-@ G-e Dewrallve SVeel Light Pok - .gl a dal (aTFn Dewrdlive SVep LIgM Pola - glad Y Dacoretive wa LIgM Pole try Slv�ox W- Light Pols - egl a dal JB rFB ❑ Jwalla Bo I Pull Box Su1tW cable' a Transrasla PPl LIP, Power Pcls LIgM P"le 45.221 abruatel 5utla (hMd. or rap • Poet dzbal fan) -Stun graph,, 1.'. n eplo... P O1B. POI, or Bmug ag WIO 'ilea, nail -I.. LANDSCAPE ARIH'RECTUFiE VI BE Intl A- 8-.W First, Delray B... h, Florid. 33"4 •Iwdl.-kad.slOntaam.com Tebgwal 5111-2A 1802 Kra- L WlNanad FL Flap LA 105Y Cart of AuOcrhWon LC26DO0275 a) U m Q aj LL ���• 0 m 73 _ \ _ N 0 _Z 0 mom Funow COMM Na 220M Pwi MDR KpW DRAWN Bln cmecKw BYr KW DFWWNDTIII.Fs HARDSCAPE PECIRCATIONS ShoM H-3 PLANT SCHEDULE FRONT ENTRY TREES BOTANICAL/COMMON NAME CONT CAL. IN. SIZE OTY CN41 Corns nucdsm/ Green Malayan Coconut - Curved Heavy Ca, , Full,Ind Heed, Curved Tmnk-PRO—E B&B 12" 8'-10'G.W 1 PHOTOS TO LANDSCAPE ARCHITECT FOR APPROVAL EXISTING TO REMAIN BOTANICAL/COMMON NAME CONT CAL. IN. SIZE OTY AS-E A—,I,ylla l SlremeM EXISTING TO REMAIN 1 EXISTING TO REMAIN CAS -AP Casuamaspp./Ausbalen Pins EXISTING TO REMAIN 14 EXISTING TO REMAIN SG-E Coc .—/See Grape EXISTING TO REMAIN 4 EXISTING TO REMAIN CN-EX Corns nudfere/ Green Malayan Comnut-SneiOM EXISTING TO REMAIN 2 EXISTING TO REMAIN FB-EX F—spp/F us EXISTING TO REMAIN i EXISTING TO REMAIN SP-EX2 Sabai palmetto/Saba, Palm EXISTING TO REMAIN EXISTING TO REMAIN 1 SHRUBS BOTANICAL/COMMON NAME CONT HEIGHT SPREAD OTY CG-6 Clu m pu , I Snell Leaf Clwia Dense folupe, fuM b base Cordainersed 8'-BM. 4'-5' 38 HIBE Hi— —in—is'Seninole Fnk' I'Seminok Pnk' Hibiscus 30 pa, 6'-7 OA 4' 1 S ndard. FUIi Dense Head. 3' CT.. 2' Ca,ipor Vo Vbumum odomdssimuml S—ot Vbumum Fu„ dense foliage b base Comain—d E 4' 41 SHRUB AREAS BOTANICAL I COMMON NAME CONT HEIGHT SPREAD SPACING OTY FGI F—ndvo—Green is,and/Green 1—d Fcus CDnmine,—d 18' 1C 18"o.c. 82 Full, Dons, Felb9, Ts Brio 50D - 5T. AUGUSTINE 'PALMETTO' MULCH - 5, GRADE CYPRE55 MULCH aCAUTION. PLEASE NOTE mde« ce�iaroelred„r�, a,kbaman.�,e,�, Qe a,le�d onaa, edbytnd Ib pnartadan��w� Tn,Lendsrap,A^rebd,�l heor O�.vn�er claia,i bear no,esponald,nyi o wM P,dn�med wnboN pem�NN dawin9s. Conmeclorsball be respon,ble Im ai cnaryea o Vrbrk. a1 no addNOnai wst 1, Qvner, a a �eed � ana�a,n.ed w� pn„ t, rereim m p,m�d NrWs�rwMa� M r.p�aeraa n�p.r1 cr �.MM,�Vw. � wM aRw�tla PgrtMm REVISED 02/01/2023 NOT FOR CONSTRUCTION sca�Ei,s s o is 20 LANDSCAPE APCNIECRAIE VI BE 2d Avamm, Baoond F'loay Delray Baaeh, PI -Id, 33444 studio ekrdasipnte,m.—m TNaphmla. WF2tl IM K .* L Wldand RL Ra0 LA tM Cut of Aut-t l h LO2800D275 BELIE HBIOf11 CORM NO. 22DOOR PROD mca KDW DRAWN By. 5M, EL DRAWNO Trnm Front Entry Landscape and Plant List Street J4 L-1 NOWH y ' s F1gMi •/ f t a R lr� � . �.. ► I t , pyeVi ]�. .� mL awl -14 ti 00 Pal �e !j .�_ i+ ✓ fly' LANDSCAPE SPECIFICATIONS J oiutJen: f . Revrslon wv m9, zm11 10 GENERAL: I.I DESCRIRICN OF UIOrdC: A_ ..I-e or lendsupe development wcrk 1• Hem w - Drawing• and In w -I- B. Tfn weh rerolau of funlMlrg ell plane. mt-sal., aqulpnent, necassery IpaclI— ant labor equ ed for w Imullatlon or plats entl olMr melwlan e. sbun w w Drewl.gs end/w m w C,, Exfuvetlan, 1111 g end gNelq ­quved to mutilate I-1. u tM Dr -3. are rot spa Ildl In NI• sector, Refm to rtnudk gal M REFERENCE FLOLICATILNB: lha rollouing etardard• Term a pert er w eprinullene: A. 1-de DapsruwH el 4grrwltwv °Gretlm gird &erdards tar Nwamy PIenU°, -I recant saloon IS Mmlun Joint Comnittu w Hwtlallwel NwnmrMtwe "Sterdertllsee PIeM Neue Dlctlwery° G 'Ta rlenwl of Culllvetatl Plate" (LH. Batley 1949 eeltlwl. D. The Mm Mardard ror Numwy Ste (1913 edlllen). U INSTALLER w1ALRICATION-n A. Tin Cwarector Nall ba regularly mgag.d Ti, the lmtellenon of IIVI Q pill metmlel. Labor awe atoll b. con 11- Intl dlratee by a Mndeupe fe led 1n lendeceP. tellauw, plats mt-retie rmding bN.pnn end mwametlarle between w Jeb led rar.wy and Mall be ebW to rawrnlcete WIN w Ounm eM w Landeupe 4dahal. B. The Convector -11 bs Ilcen.ad end .MII uey any rnc...ery Inwenu end Nall prolal w Landeupe Artltlun and warm egawt en hebMum, c1em. ar amend. for INvlm w deAll 10 I, pwaw d, popwty g.aeing out or w pmlormnu of w woh roam Nle roMraet. All wwkwa atoll bs coveted by Ubrk mI'e Carpmeetlw Ine:vema to BUBMITTALs: A Revid. cmtviute er mapact u or plant Helmut ea raquvad by goy-ning eutar.Iur. cenp y with raga anus epp ub a to endaupa metro a e. B. Belwe sort ng woh prov de net: zed p u .-1. or w work to be pmfonned, rower my I. ur ,rd amtlnu<m er morales to w L.rd.eap. xd,1<ee< ror trmmlttal to w c Label at lee.! era vas eM om a1TLLa or etch vet my with a eecvrely elteclnd welarpoor leg baenng gig till IdeM luau of w botm u gird rcnnu mete. D n R w to ale of w mememunu pen od rum Nt arm roplm to w Lerrdsupa 4Wtmt for t e NtU le w Own ror nermeneru gird care er 1Mte sled Pb NTeugh -Ir 111 gewing seeaon 15 COOFAMATION: A, Cooralmte and wopwe vedm gird cuvenere le enable lM work to peued ea rapidly end ercldmtiy as pe•Nbla� B. Inlgellu work Mall normally pec-le FIIZ Imtel1IU- Imte11 aem, large El.mt-1e1, ahrube ens g.owd roam pl- beam I.- Ire me III— B. Cemmmrmmt of Nbnw Landeupe CeMrenw W II nnlry Lerveecep. bailed It Im.t t lays n advaro. of .dLINIll cemmwr 1 t work Landeupe GOMreelor Mall realm plain . I.d layouts WIN LeMeupa Nrhllat al law 2 dap plw b Imtellatlu or on w Nu e. Headed. A. Rler to w awartl of Uas caMrecl, w Connracter WI1 eccrya lM Mmeelf with ell site ctl l Should Nlllllr or oth- Nnpovmmu rot shrun w w Drmmg• be ­ddvlrg ruvatlom. II promptly rot11y w Landeupe Ar oncpellwe to do •o will mks Convector nabs- ror cry and ell damage er1•mg rim Me epwallwm eWas.quwt le dlecovwy or such ulllllrr not New u Drewmgs. 11 PROTECTION OF EXISTING PLAN- AND SITE cCNDITIONS: A. The ccMrectw Ntlll povide. men rd malMem w or rmceeee.y peuutlw» to pores e11 pm•ero gird property. lroluding w g-al public Han Mvm w INwy dw to w work B. tlaa convector .ran tab preu o F- .erg Nt. coral<ww_ BMu a de.eg. be Incv.sa, w convector elan ..peo- tM d mega o n xwrgml cwdluuiIt ro eddnlwaI Barge A T, m b J eunmt to tb Corn s.n eha a nags w.ryd pr er to mauu .. Ulan mrl, plus Mve 611ehed, lhry roll peveN II b L9 c ERS 0B5ERvATION: A. TM Le,.uppe Mchltect ar Grover asaunm no rwpow161hty 1n the sup -1- - m.pmtlw of w work Inv n w mewtlen of N1e centred bryend ebemvetlen le Ira CVnm a en, Wt w Drewlrge gird Spalflutlone are balrg popmly IMmpreted. lThlela N. ttlon and chvekmg w II rot r¢I eve w crnlranw or cry rrpus16111ty for tb pmro or hwork 1n eccwderaa W N w Drewmge and w 9peclnc u. ncludirrg .1 Nis pleMing dyath w B. - Landscape A, It-, end Owen rmmve w N,. le reJa1 ay perurn of w work w wwkn p uralch tlom not conform to tin Contract Docunmle. --t- work Nall be ,­I, eM/w aw.al.d et w mnlrt poeerole use end p1w m rm1 peyn-m. L. JOB cONDIII A sae<nrcliwu: The Cmlreclw ells exmcna era In ee"lg end env I— ee ae net to damage I.= work mcluamg wdmgrawd Plpr, .p1dJ-., canvol -.I- ant hydreme of rlw rg spline. should such ovMwed or wdmgrawd obevwuw be mcowmwad which t-fmm with plenung w Landeupe Arrhnmt doll be caneuned and will edJwt w lof plane to c reach ob•vuniou. Tb conve-at-.loll b. rmpen•161e far w 1mmedlal. re,lIrpelr of cry demageeceusetl by Me work to Saone eve b e. P-Ienw pent rig rosy Wmnwmthve ant ­11cad i rove n et ewuble 1n euerdenu wleh levelly accepted preetic. C. Ceerdlm<a lardeupe end plants,,, worse w w Imlgatru I.prlru-) It— arcs and In•ullma lendeupa matellm "ll II.- eat no pi -Ile. win ml-f-e WIN w paper Mctlwmg of w epldum .yetm. Wee clrcuneterree aem to Jwufy h1e ddlrg lerdeupe m m ells pot mgae ohm a om eMe minw aIJwt.ent w releuuen w aedltlw or eplwJm lead. n:y be .c.l bmnnci:u roe w pleMing a .whole. D. Inlgallm- lM Landeupe cwarenw atoll vmlfy w 1nel1111ti- of en auonalic Ipkklw eyetm to eovw Immx of w spelled lendeupv ever Including an planting lelanae, Ieouud E. 81gM trlenglr: check an edlrra to Iou1 mar I a minlnw .11 plant melwlal 1— wlthln e V1.rgle fB'l4512 mwm.l w 2 slam) formal by trelM1c Mmeatlw polls .MII b. V1mmed eM main alma to povltla a assort openlrg between 3' (.9144m) ant 6' (IB2BBm). A Early a- — of w work my b¢ abtelnad for 1,F I ed p er w uev w time .more w work and a:beuMlN complmlw exu a to 90 p let no fe 't of w J Ea ly arcgaume er work requlrlrg an mepmtlan of w completed ndecepe work by w Lerdaupe Prdltect gird/or w Ounm. Memtwumw and gw arum pmlode for w pbee or arm .MII commence WIN east mil a nc. y copra c. Sab•uMle1 conplwlw or w ubh Ie w point 1n ron.Vauw 1e mucomplwv m �dwrN LLt 1. Nr D. Fl Cmpl.tlon le the carplallw of all work I--- m lb Crnlracl Docunente incept 1. eel mporo1b111ty to correct w woh tow .eturactlon er w Owns ant lM Lerdeup. 4dulect. 1u coRFEcnaN cF THE luowc: A. For a pwlod of tw.lvI mwUa from w date of euepanc., all mw pion, met-Ie I. incept grass shell ba all- gird Melthy, yedrlgM end In trafeetwy gro IN. apalrle kind of pleat Thine ells be no signs of wlnwa a clency. dnage w swat Mfrtatlwa. B Plante Wndt ere -j-'.. IMII ba replaced w corrected Repleeeamn m ® of twalle mwnu eMn b.glnuNpuf e treerxJiallwa. pur:A byd raplecmmt pleMa, N1e mcludm plants WtIGt ere dlecevwed er any time to Mva been pleMacl et an Impopw depN itsOxmm�e lit m eMn repay a mega Io nhm plame w laws awing plant replecmme at ro root tc D. PIeM. Wnrh Mve been approved and aubaaquenlly IS er era damegad by waslrul. wend - SW NIlI cuplmlw er w ubrk lemtwcovmed In ON. cwrectlw of tM won. prolate 2D P OPL S 4 Plant -palm ant elza -11 cenf with w Plant Llet entl mfwmetrw metl w tM Drewnge. B. T1n gwntnlm glv- 1n w Plant Lut ar. Immdaa re. lM coavenlaroa amf ae a galas for w bltldm and dole rot rallrvs tM blddm of HI. rrpu.Ibiuly to - a cempralvelva plant lab Orr now lb DreWng.. mrwdatrw on um vewlrge convol. 2J PLANT MATERIALS All place t t 11 I- I by :weary groan wlra oNerulae rated. PIeM. Nall be graded Flarlde Nee w beam a J roll be alma a> eutllmd udm Gretlm . 6uMarde for Nwewy Pleme, firsts Plans Begird of Flerltla. Lessner Palm• Mall M groan rrwn ewllfl.d e.atl B. It— h rutWiwmi Twtxg� y be q:Ird Uv ancgralw oflb Lerdeupel ArWtat entl/w w Oenw gird Nall bs provlelatl et ne edtlllleml coat. C. Plante eelplabl Hue! . or exu. , w FI a I. S speared In . plats Iles, •hlda Ira w acceptebla elzm. 1. b plena epainad .s spacmme era to by approved by the Landeupe Ar 1 Id l befere baing brauglM1 b tb else- Unlre ovmwl.e noted en w d.ewlrge. Ua.e pleMa Mull be FIwrW Ferry, D. He1gM of plant metmrele roll be mmewed Hem w tap of w bell to w tap of tld pill .10 tics-lv. (or hordes m ranwl poslnom Tali wldN ells ba nu.w.d .woe. w rwmal .prod or w Sancti. (or Holds). In clwt- t mew m1n bulk W II mew thre MI -merit err. ell ova Vvke still b. 3/4 or lore yor�rlpmersqurred bight rotor. atnwwlee not�edr muiw drewlrge Ee. Pane tMt m w ulgM requlrmrmne, ea ed but do Hat live w gM Ina gip d typr r w reepael plats. eia11 nos be accepted F. Abbrrvlallem rn w Drawings are a faller: B.B - Indlutm Wald groan pats balled and bwlepped". GI - Indiutr w l w dremwm mee•wed 6" (I534 mmJ above w ­11 lit. w111 a" 1-1nn) dlemwm vet at 12° above w w1111m. CT -Indlutm slur cruet nmewmwl Han lap er ball le nrel berchNg. CW - Irdrulr clrr weed, In pawl w al.tenw Ham w Boll Ism to w lawvt 11vmg hard eaibeaa. DBH - indlutr w u11p- w dremww mmwad 4 Tut (132 mama) above w Boll Ism GW -Gay Woad In pew , m we trek Hem w grew- to w base er the sewn Melt. OA - IMlutr evwell MIgM Tram cep aI ball tow !ap of current em.rn's grouch or w last open Hord m nonnel poN1lu m pew•. epr. - 1Mlulm aprmd w w evmage dletanu ewoss w ev-ega diamn- of w plant berdurg. 6 Plant metmlele In ronum-s ells Mve a welt eetebllebd root spew and ells rot ba rear beard. All plats mlwlele ro! m cenlalrve Mall be balled end bwlapped and dog WIN a film newel bell or mrth Bell> Moll ba nrmly mopped with bwlep w settler blodagredebla metmrele 0urclarN for Nw•my PIeM.'. No pMM ells be ewapted If w roof ball Me beet warted w broken. Tfa ball. of belled and bwlapped piante um1d, camel be planted rnmedutely a dehvmy be petered hen erying wade end sore Wva eymm-ry In rmplrW, mtch pleme used ee nearly ee pe.Mble to w aalleucllen of w Lard.up.:arclVlat u: P eM •abet tut u requmU by w Cwvenw .,I be cane dinedble by w Land•upetArda test u y open wbm ee u er poor rot w plats a not aMemn . eypa end elm •pm f ed. Bheu d w •pelf ed p one lased net be eve ubu, w -N., pn Ar t PN detmnrm w lt. it eq 11I-t l raplacrosl! i en eblalmble size arts veriny. The wit plu of w adaalltule Its atoll rrt read w bid Ilan rapleutl, wlUrut eppovel of w 23 FI-ANT NG SO' 4 Pie org sot vac end Nwb. ant ba seMy aem and ant concern a 25x net met .mow -.1w .atl organ e m PMMtng eo 1 be net or eleya.twm : eMe roeU and eUa fwalgn nelwle • Wlch m gM bs a F ndrenu !o pMM ng opmet s w b sea menu to geed plc�nt t- It •MII Mve a pN _.1 bID gird th be Nall be dellvmed In a loess nlabl I u end applied m auwdenu WIN w planling epalrlcelloro. B. Palm punting .011 24 FEAT: A. Peel Nan be Mrtiwllval pint composed of not Ire Hen 60x dampo.aa -gels. metl- by walgM, u oven 61ed bin. Pint shell bs delta-ed to w Nte 1n a workable c.wdltlw free now 1wpe.an I uIATER u4t- ror plmung .111 be eveumle et w Nt. end Nan b. p-ld- by w lore_ lb COM'IERCI.Y FERTILIZER: A comnmclal rm b- -11 ba In -E.M a-121 fmunzm roMeming nl .ogm proepronc ant potaN Nrlrogen .ton be not Ire eMn 5mz wet- Ineonaale. mwgeMc dmnlul nlvogen eMe x gird me neNiw sM11 rot be Ire Wn 4x. F.nlllrms Ne11 ba tlellvmetl to w ell. u.P_ n etch bee w maw Mesa wregifee a d I-aad emlyele ant goof of dell�vmJ Al, f t11 zm lNt baonee eked w moellv.wlse demE.a 1e weccepubl.. 21 MISCELLANEOUS LANDSCAPE nATERIALS: 4. 111dv Except e. atMwn..palfled, -11 ells by .laedded cw me beck Hutch'A. 111 11 •hen not ceMam sum urger Iran f25a nnl 1n dlemmm. a sus rerergn m sal rot will prevent Ice evmnwl deny. This Null be applied b all parise Wva Indluled as rot. arts Insulletren, w mulch Wdnra will mt bs Its Uan 3" (l62bZ mm) B. Gavel Flultle We only Wes eparflully IMluted w w plane el w elze eM type shoal. epalfled 1t ells be weW-worn. Mrd. doable gravel. web. nu of loan, sera, cloy rod etlm rwwgn sdawanus. It Moll bs a minlmun of 2" mm) lamp end Null ,-.I -. WIN gravel atop-. It Nall ba a mxlmw of -I/1° (".1.1 .1 mm1, a m-1.of 3- (IS mm) eN or a rmdlly-eveneble morel gruel rotor range Gecee, bukm gird Guye: Revlde brace-, etak.r end dmdmen or ,tend net Muryduood w ebdt eonweo" nu of knot tiles gird a tl f a. Rovla a e t alarm: bee �ard, wlwed, plleble galven zed Irw wets I gMmlWn 12 g uge'r Rovlde cut t .egavea Imgtfe le pwat vet claws tram damage by wlree. Heel eM 11 b¢ net Ime Uan I/] � (12� net) dla. Rabat slabs shell rot ba wee. D. 11wob1.1 Addltivr: a approved m t blind rent nog a 1mw a e1gM etralre of mde end acre mycwrHlue w1N a inn man of Immpmm and II0 mllhon pwmnpm pew. rrpectivaly .ud e Myc -I by wgamc Labwelorlm. Iro. entl en approval Irrculeu blind conulning a minlmun of 45 bw.vflciel roll Sect-1s Ig TrlcMdwm gird Gllocl.dlun WIN a minmwm cw:cm:trebu of 1m0 btlllw 6u� �owd such ae AAA Plw k�dgenlu, Iro Apply at mwracwm recommended rat mlel penes m wlglml coMelw •, etch burmg w e gwr d era ^y` 1e. 9ubmllaa ropy f w manuueeurw's g eMaad analy end �i f�f d�eluleva y by In cute a tMt becamm eked ar ou.mwlee neged le wecceplable gird 30 EXEOJTILN 31 SITE PREPARATION: A. Eraelw Control.All -o•Ion r -I. mmewm ere le be cenetructed to meet Wald con011loro ! w time of ronetrwtlu enpaw to any g..dkg er dulwara.. of mialing wren metmlel a. 411 satlmwn well tind pavwlad Hen sMwmg an�J�J •ors tlrelwq yat�m thrIXt �w ass or ell rarrr, eve- be1m, g.evel, boards w atfm�pplluble meunde. Tra eel II by �pamrou ror Mugau g an evameM lmving to nd uMng eppeprule cerrauve n e. 6edrmeM calves nmevm shell be 1n werWrga ywdm asset mat day. B. Rough d cl'g a I. 1 Tin cwvw Lerdau elMlntect�ttb Lomrd I.,- MITI be repot cry apero rely to p mpowrble ror pevldlrg peaiuvn Nu dram... away Hem ell etrucwm Including but rot I d. to plmlms. wurtyerd pleMing acme. Mrdsrwpa. gird erdYtatwal eim-U- It Man be w Gm -el Cwvectwa ripp �1b111t �to puovlda Gemag�erproper emllrg, tlowepoute end ell s ra weeld'; vn lmrle or ark eMn be � b111z b auoro adln �d �y vets gra g en euding w muldalr:g ale dlreeud by w LeMeupa beretaL e Dreme e uedJecnmgit FFE 1. Fni 1eh grades m plentmg a s eM1alai be one Inclrcie adJecmt paving Setae mulWng end Tow IrcJave of plan<Irg so11Nm mru.uork ehv1A1 blind amoolN, w ling mruuork and guar -11 prtd+-1, bwween spot gN l ,,.It .. ereee .nt P1lch to d.e1n et a mI.- •lope of 1/a" p- feat Any d1-lipemi a net Ilawmg thle to roll be reported to w Landeupe MWtmt IF— to ceMmalrg work D. Bmming, Bwmrng "ll not by IF- wrthl. I" or a �axl•ting Va. mr .111 11 - III.- <o any elseµ IFmedad y "'ttogdre n othm arm• or w popwty.g "11 rot l:rped. or ebetfuct E. Rmoval of Farbbleh: -d any obJanlwabl. mtmlal. loch .. .tones w corotructlw dabla ba encawtmI. dwmg plentmg opmeuaw, tMy W 11 be pmptly .waved net w Mu by the lard•upv Imta11-. 3a PROIECTI« CP PLANTS: u: Ballad end bwleppad plena: p1eMe dmlgmted "BIB" (boned end burlappad) Nall bs dug with M1m nelwal bans el earth of sufttclmt d-Itm gird d"_to es w nbrow gird Imd full nmevm a M. Belle eM11 eneonpa N'B root eptm, meeeee.y for y f pia y wrapped WIN burlap w slmllar melmlale entl bawd WIN twine, card, w who mesh All altered pbme oLL- then Cebbaga Pe Nee lsebel pelmwtol ells ba belled an. bwlepped. B. cwtemm Gom PIenU: PIeM• groan In roMemms Wll be accepted ee 'BIB', providing tMl III other epecrned requlrmente are met conulmr groan plenU ells met plats Mz.e Ie epalflad u w plant net gird w w Drewrnge. end ells not ba govmmd by eonlainer elzr. Millman root ball• or cane met groan mlwlel •Fell ba no more then 25x Isle popwllomtely van rot elated In "Gear . elerlaerde' for vs-y piante. Thre plsme W 11 tow been group 1n w o rp�o actor end •MII mWb1l a fully din -eloped root eyes-: thrwgrout xWar '.1 0vedymcentalrml. Thine Melt be no cncling rove. C. Rotanlon DVNg TrenspAwting: All plant metmlel ant 11 be prorated now po•albla bah mJvy pre enrage o�b.e ym5 a d m1 ge�u p1em. ee by open tram -Fah be adegwtely coy-ed to D, Rouctlw anm D¢I1v-y: Plante Wtlda umot be IF— Immadutely on dahvmy to Na atoll be coveted WIN motmet eon. maldt or Otte pouetlw from tb drylrg or wind end ewe A p1a nn .M11 be mimed meet Mad Btwl • led roll net meeed T2 hews ee.y w111 p1e g pm E. Relectiw of Palm (If Appllceblel. c Iy a minlmwr or nude -11 It. rmov.d Hen w c of w Peet Vau 1e racllllele mevhg and Mndling. Cabbage Peens ells ba "Hallam Cut°. vurk eM11 be e. •pained anm w minlmun or Hands Mvv be- rmoved. cabbage Paine e be ukm now melee rolarh" growing ar bwn marks w bbegn Pam vwks ells be removed. Mwevm mcrelve grlydmg �II ro1116s aarapted. � F. Rolallon Dwlrg Ple nog: Tram moved by winch w wane Nall be wroughly posted now meurae�, go -dung w b euppage by seem er bwlap, M. bauen• er ether eppreved G. Plante that Now grrdllnq - bark III— or oNm damps ere weccepleble. CAUTION: PLEASE NOTE umw.re m m Nw.a.ne. d metro, mprro+e na.zGm w xr�,t wlN.b Dort m-.mr. KwG 1-.r'¢e=.P• Arw..«a.. rwr.«,.a-xxmb.r.w.alaanll.n-b.w.aw.wrn.. wrmn, aemr.a:. Faa.wa..¢n to t'J�. 35 PLANT -OPERATIONS: A. Layout: Loutlw for PI.- ere wtlmm er arms to be plant- ere Indlulad en w Drewinga. All plant lea Iue W II be Saba m w Held -AtContractor, to w setlefacllw or w Lelydeupe ArdNlatlNetlly Landeupe 4chrun arrd Owen Tw deatlww 1r wullatlan requirr w eddrtlw of of Sella or wlaling coo w uk-e conaVwtlon w ie111t1m below grow. ovediead ere metl. w eMe drargm Mveebem mde 1n w ron.Wctlu - DO NOT PROCEED - Neue.ary atlJwNmle will be dnatad by w Landeupe Mchllal SET ROOT CALLAR 2" ABOVE B. All -Ill Nall have Nra1 mllul slam eM flat h Nr tat bnlon.. The dlemelm el a All- gM,v Is Mall net ba Ime Uan !rota tie dlamw- of w root ball or lnrlra I6096 inn) grmtm Wn ELE�v VTION OF E.ISTINl3 GRADE - NDE 2"EARTH SAUCER - sot belle uaed+rv- la mallet. TM d�pth of a tits ells not be amp- Ilan w root bell TM epee d f�]-IOVE pQRLpp FPOM TOP I/3 owe wool bell. w1N1n w Hole, be tilled WIN w .pained p1aMlrg Bell. pocate shell uuvs sassed and w earl crpectetl by walmmg. Insus that plaMlrg eon Ie wrwrghly mixed WIN ly �3dJ ROOT BALL All pan!> shall by Irolellad In eccer . wrN w bml rrTllwlllnal p lcl Traw and NnLLae, $F MIL T RANTIIG Mlx. meeapt a ollswlev •parn.d, roll ba sat 1n w preps emowt of plentmg loll In w prapm e1u of pla- pit as apalned above so Vat w tap swlew el w root ball will be flats WIN tin fetal _ -T YJETT I - H I'Oa'ET grade grade allowing for 2" (46.1 met) of m1a. Inevs atlagwu pmrolatlen rot places evalght w eiunb a feud. 1n butiva Nrw u tM orawinga. Do not d..tnbule cam• loll 1n ttw bed plants Mv¢ Sven Wtelled. I D. Balled end b Fpaa IF— ere eat WIN w bntem I/3 of w plentmg pit bedJlllatl with mntmg .III -III -III- Jill - - r w bell b o• w1e Rrove bwla een w toeep wdarrweN All mtmlal kall be b -deg debla nd rower -let ell dsrnl cle w vvk Cwnplale - - - To M NRIIg eETTLMG H� bedN1111I — plentmg een, Nren Utweuglt1, mix .rN atlas cell entl warm le rmeve veld.. Aftw pleMing Me bun cwnpl.lad, corm a well proud etch pill! mlwdNg b w I.". er w pll. TIT-1- - - - - .1. grot E, COMamw Caw PI ; Caha an pMMs shell, uaren a.11vwad.ufficien mrN Ilan whet rmnoved Iram roMwr.w gib .nth net ba roes bawd. P1.M pits fin aenwlm. -i = -III--III III-� 11-�1 mists ells be reined rlel rn w bellwn In evold err pawl. el w bottom of rest bell. and rontelrws ells be rmevsd urmully Le pavwt tlenaga to plant w root •yetm. II� F. Backfllllrg:'Lan w plat plc Ma beet -uvaud ea epalfled above eM w plans Me beet set. trowpit "il ba badNllied w11h Boll nix to whld mycorrhiue gird benwia Mve bs- added at w Shrub Planting eon e reawr rerommaded rI<m fees 2.1d. Tla following mmin•m calm er call mix apply: oneHalf wAam H yard Ps vee gird one wblc yard pro any Nrdu or 20m ef. of pleMing bad are. Ri.B G. Swllrg Tor end SlYubs: W lr. oVsulae .pecnad, ell tram entl .HJa• .!+all b. planted In pIU, t-ad to each deptF.e tMl w fmlNled gretle level er w p'aM elm senlenmil Na11 be w came e- M potent role gram Nall be pAlanted upnghe eM feud to glee w bra a�m1 resat wltlpp a dU tnnwr. long slept a call men Nall be formed ao Net r e a level. No bvlep Nall be prllad out Ham wtlm w bell Pbtfwm, wire entl .wpbs RETIAMING SHRIBS % FILLED IR BENMD TIE FRONT SHFUBB 6lndmg haul top entl .Idr of w belle, .MII bs rmevetl_ All broken and heyyatl roots "ll be cut eft m Iyn. son Mall be pieced and conpected Nweughly, avoltling mJuy entl Null b. snitlad by tin g. No f111mg crowd trek. w u cep of rest belle win be permltlatl. Anm w grou>d .slur. O _ GF SHRUBS AT THE PLAVTMA adtlitluel Boll Nall by f111etl In to w level er w fmlNntl grade elloumg for 2" 144.1 mm) of Hutch Fonn a - e..ewm trews entl. ant by e r age er •oil elwg w edge er w ant t. EDGE I A "' EDGE IS DONE FIRST TO AS OF CCertllilCU9 LME BEST FACE 6 SHIelO p plaemg p p Th e rl a ell ba I22 met) MIgM far mM f22 mil ce pm of frurA to a mx nun of 4" lbbl mm). tr £pact a gird Palms Null be equipped wltF tmnporery Urpplm:mHell Irngetlu lbubblmel ae :'?D FACE F NT 6 PLANTING BED .aqulred. O d'. H. fixtmg Paine: t All paws Nall bpUrrl.d m .aW Vrro4ghy waeheG In d11%3 pwMmg epm'wet MAINTAIN 12- DEAD ZONE' AT PLANK BED EDGE entl w N a Mallow aeucm d,­Ivrt It tM col m for Ntw. orator rg. Stator-1 IN I .MI be tap mm.ed 2" (44. mml Wap w N <op.o raked end eft m a nmt clew Hens. r - I. Ruove dmtl end brekmr benda.s Han al IeM metmre, Prue to retell t n9 P yplul grawN'� KEEP LIRIOPE BET LfF FRQ'I 9HFalD bit of lndrvldwl WIN ea muds MIgM gird .prod I.le pactluble. Make all pwkg qA• WIN "HmQaadc' \ MA99 I. MIN A5. 9NOLL I _ e .Mrp lnsvunwn next to berth roller In each a meter ee to more all of web•. 1 It, w "Het Red" wee, rlgM ergle to Ile or 7-7-will rot be ld pm,nittsd end tram will mt be poled w \ Sop, UBE ROLLER TO 9nOOTH FMISH SurdACE topped J. caylrg end etakmg: Guy end -take all yam. 1-1udmg palms, rmm.dlauly elm pia Ilg. True Ime eMn 110° 138.1 mm/ pm Nall be •caked. Bte dNmNorue ulU do: titre eire� or Now Irz" (30J mm) Int,ded ic•dgwlth Shrub / Groundcover Layout to e�re'eeand�e.. en. ear gmda. Trace evw 0' OA Null be bra niwd Iwbwtwlmd roams b.own. w.en .ew.mg wlrm to ter roam ell rove. WNdr may rim. m sweat with any traa nu rabbet boa. Place and braces lase than I S of lb MIgM of it tj RiA. p.n of .1N guys rot above fmlNlad grade entl above eub•taMlel 11- 1 1- (2- mm1 M dlemetw w more, If po.elbly. A tier ells be 1Mmlodmd ero:ad vas tne:k Guy wmm .MII be placed In Wahl PVC 5/B" OD .leaves 2/3'e or wv length Plain endrors eo ant guys era own w IIy spaced entl at a5 degrm englm to Mrlrontal. Kaap gap tlgM wmN ­.Icwplml . Cwymg, bracing, eukmg shall net IMmfine w1N we of paved areas. HIGH GRADE STAI-I.- STEEL ETE BOLT(m4) K In sukng paws Intl broadlmf true, ro m11. or alb III— Nall diranly pmevau w trunk.. Wood balms 12 Irrhns (3m4D mm) log, separeled Han Vv1k by bwlap-attechad to w tnmk ofCTO�FRAMADIrMMEMBER -W/3 L LAG SHANK WIN maul bsnalnng. slakr eM Seas eM11 be clearly mrbd entl un only b.1ml lad tow wooden batlwn. A e .erode of guying a eleWrg may be mpbyetl with w prior approval or tM Landeupe Ndtllect. FOR MA• RY APPLICAT1 �� L. rNrlcNing: t A morale --Ivy wtm puming, o 3 mat n 2 m. d.ph N a mluld�mappre .fie bye M1�ieL.rd.upe A,——Revsnt I,Z, elapl ., or mulch by Ur.eughly wetting dd n. Plantme: Plea f1 arveeperetlu fe m 4" dell gravel entl fIl with a p IF I I tt,p K" dap pleMing eo u g s pert. mid, 2 pert- pint hnwl and 3 ads pm bark WIN p�eu 2.1DIe Plecefeon In 11gMly cmpenad leym> to an ¢lavatlu IR Inds (3B.1 inn) below toof lernms ellewmg for :elves .wuwmnt Acores ore rse top Rmove B' to Im" 1254 mml of ­1gird replace w1N plentmg soil Burg ale' 12 pason. I pen pill. bah mulls (IR" 1— m11:,.-l. I pert course Bend and 5 p- 11 1 kgl comprlad cow-- p- cub c yard _ASS olalc worms 1. O. Excme Excavated San: Exu>e wavered eon gmmeted by plentmg opweuaw -11 be rmova Iran w elte by w ceMrectw end oft or w ouv i pop.ny It no edal-I aNp to w Owe P. Rsloullu of ExINI r-bmlel: Landeupe ronveet Mall root prove vase Windt ere to be approved rxor ultwel prectic.-. Tr .alout.d plant ells Mva rolling reduced are be provldN mhiN o a or Irt1g�t w ramimng Imf suruu. cowdmu e gn RoJan A.Wt.ne appavel exact net: 1 eon 3 SOD (Wv: App,i U+Ir. ouvwl.a epalrled u w Nall ba Owhe, ­1- udba wt, areawbryegndravwe - pwepmty Th11ne sloed w ­ .11 amrot edge or pev-mt end/ar w edge ef wets. c. Fete Gedr� a DrelmgIt eMn , w rep.lbNty of w convener to nnleh (nm1 gelds an lerasup. ar e, ellmrro ne ell bwp., depr .um, stem. end sue. dewle to w mueucuw of lb Landeupe Arwuct. pnw ie w epplluuw or eotl. D. Cmvactw Nall bar op�lbla for paovrdlrg eM melMeln� �eltive rtralmga flews away Han ell bulldm�ardp evmeM epprop to d large or cal 1 palms. If myplma.nw lepeell ie w ba sp d see eM seta will w tlepN ar Nle Boll Me beet eppoved. ode Nall be edJwted to wale a ameN treneltlu b-wow mw ant aietlr:g sod ereee. E. ale m: a wM1t m slam u w Drewlrga or glum m w PIeM Llet ere mtendd far w e gullde fa w bltldm and aem net r.11rva IF biadm e! hie rs.pwulblllly to �a ewrprslmnasal plats take off (mmwrme) Ham w Drawirge w 1n w ful4 GwVanw •MII be mpeMl d for soddlrg all arse- as roles w d-.wlrge. COMr wells vmrfy ell flml sod gwMitlm In w held pnw to rod -mg. 1mNding cry mcm•ary eaJueunwue for Nrlrkege/rovmege vet ab ee. ntlty: sea Na11 be graded Nor ballet. iSod Nall be lor nucF grown with a net, full lrWe and good root day.lepmwl Sad ells bet thck belNy and oam nee Hem defects end debNe Including tiro rot or 111-by to deed umtch xreacte, fwgw, dl.mem gird cwnamlwuu weeds, ous grass w.1m1r wJmuomb a plml metmlel. G sad pIm- Nall H. Before belrg rot end 11ned w eotl -Fall Mve beet mowed et Imst tlru tlmm w11h a faun mews, WIN tM rinel .wwmg rot more wn T dap befere the sad le out. 1. Send .- -11 be saki WIN closely eb4ltrrg j.". w1N I tamped w relied avr wl. It .MII b. w rrpmalblllty of w Contractor b bring w eotl edge In a rapt cben mamw to Na ed ge of ell peeving nd aFwb ereee. Ir, In w opinlw of w L.nd•upa Archltecl, ventop-drmelrgefl- III g. Al. It send .111 b..ly eppillu d evw w enllr. -feant lhwaugMy mehad m@wltbut eddltieml Wrg.. J. Boa elwg slopr shah be pegged b bid sod 1n plea abndd ti bP- w barks a woad peg acceptable tow Landeupe Aachltat Noll ba used at no add cut !e w Cursor. A. &u end mph eve. ewrecm. ••P P IS Rmove plentmg d.brn rrm paJact .1- Inevv all pia. ­­1 1- nu or damegad brenlm. negging tape gird oth- tmpw y metmlele. c. Law ereee damgad by planling opmellone eM11 be reperred el wee by prep- lend bed pepereuw. fmtlllx rg end aadmg w eodding In euwdenu WIN Net. epairlutlere. omp� ble mime I a eaworknemnlp ae bd -0 by the cwnrectw ells ba rapelred with 36 IS MAMTENANCE: A_ Bsgln n 1mmedleuly efts and Its 1• planted end cwtlws wt11 Imes 1Mpectlw gird wl walla red ra 11 eEme Accepmnce' er w work w gip geW a ewr o c'. y. w wu1 rm.1 Iacepurre or IS n -1uy grewlrg by w rcn w -mg, pwin9. eplIyTNE m IadIlq m w1ng, Irw mwent dlemse lrmtment. mlwo organ and epplluuwe gird sus mcwury walea opwetlws. c. All tram Ma II bs chap-wetwad ror a pwlod of Mnwy dap pnw meulletlu. orRk pmlod p mteameka replaumenU or ple%Iul:ld Mve beremo r wtwideof lM cormctron ar w wccvp e E.m act plants It Imes orcI a weak end pwrwm memtenen a promptly with ne addtlmel cost to the F KII,palenurg eaucme and bade tree of weeds, ereee. end ,Uh w6a 1 bl. vagatetlon growth, so rldgas awn aro A. -mg beam. IF= to ant ar melMmeroe pmlod, ae alrecta. by LaWe I/4° - RESISTANT CABLE TIES(BLAc (MAFNE GRADE POLYETHYLENE) CR 3 LNPr CF b COATED Wlf£ fELECTwCAL WFE1 NOTE: DO NOT WRAP PR CINCH TIES TGHTLY AR- INDIVIWAL R1rJfERS, PROVIDE GENERWS LOGROWfHTO INLLPL WIURE­ G. C Vine Attachment RtB. _ LVE OF TALLER PALMS ENT RADIALLY OUIwA CENTER � NO1F. 1. TALL CENTRAL CORE 2. ­­ LEAN 6'S' NRVED TRWCS ��� Tin. FLAN - - D ® NOTE: cONTR - NfALL VERFT m PERCOLATION W ALL TREE TS FRIOR To FLAViuG ALL TREES TO Q' HT x SPD GJT 6' m -BRACE Au LAxaER Tf£Es. SET ROOT COLLAR V-4° ABOVE ELEVATIONo EXI -GRADE -PROVIDE .- EARTH BAUCER rEPbvE R N +TOP I/3 ROOT - BALL rit'levE N-L sTNI11ET1C uatAPPMG nANDATORY relld a PANTING H x AB 9 £cF m -1ibRO.GHLY JET f A n A'XF BILL 10 Ell- AIR PODET 'DUCK BILL' TREE ANCHORS CR -IV rbiE- N-L .-I 6NN.L SE EY®�DED BELCW FRL GRADE NOTE. VERIFT PAN DEPTHS IN 4 AREAS ADJACENT TO PAVING Tree Planting and Guying r1te. 'WURRICANE' CUT BAB4 HEADS ANp FQEEI DE�CTBCS�CA� AND BARN nY .9 uB EAn f°vTAcr FR«ID1B 4A9 FIFMLY ATrACHED TO BASE 6 TREE � �P��D��B ��KMt k. 1 VV vIDE b"EARTH SAUCER ME5E N-IP BOTTOM OF PLANTING HOLE a4Y TO MINMIZE 6ETTLRG NOTE: Moa Palm Planting and Staking A9S PLANTING. 1 Rt9. SEE -.1 LIST/CHART ALL ..1 HEADS AF£ &10JECT To \� SAE ITCep IVITRACT INST4LED - IS 9N NO 5AB45 BHALL NOi BE LE4lED IIDE APOF LEAN p T FD HOMES-.TRUCNRE. RECLnn1ENDED BY L— p Sabot Hey 1 41 CURVE 6 TALLER ALMS SHALL ORIENT RADIALLY WTWnfID FROM (kNTER PA H tlQ1F TYP. PLMI VIEW _ I. T4L CENTRAL COIR 2. LEAN CF 'S' GIRVE[ r \ TRIeKS - ror a. .I HL. � TYP PLAN NOTE: qe SruLL GUIs .T . ETE ® PR 1.PA a99 NTMG. .oPCH SEE PLANT LIST/CHART FOR SABAL HEAD LO CSITION talipACT 1 LED PRICE 6IN JLLSTr'ENBT cP LEAN IS 4REcww<@D LaNpa..cAF n Sabal Head w/ Path H Path Plantincl C n.t.B. Nt,B. REVISED NOTE 02/01/2023 NEEDED FOR OPTI UM PLANT HEALTH NOT FOR CONSTRUCTION ppp"I"I', I` lil■� `°rr� KR SE Ind Avenue, 8acw11 Fbw Delrky Beech, FI¢rld. 33444 elutlio • krdeelgnf eam.com T.Mphwlw S/I-MIIIIM Kr.M L WIM.4 FL Bee LA I= Cwt M Ault-ho tin LC2600095 18811E HISTORY PHDJ NO PWJ MOR MAWN BY, CHECKED BY. cmwm TffLE LANDSCAPE SPECIFICATIONS BHT L-3 RULE 14-40.003, F.A.C. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 650-050-09 PERMIT FOR LANDSCAPING ON STATE ROAD RIGHT OF WAY PROGRAM MANAGEMENT 09/08 (TURNPIKE AND NON -LIMITED ACCESS ROADWAY ONLY) Page 1of2 THIS SECTION TO BE COMPLETED BY PERMITTEE Date w/4/ Permittee: Name ��( Telephone No. Address City (--7 (,k Lk= 5Tf tPff-t State FL Zip Code Location of proposed portion of right of way to be landscaped: State Road No. A ._ A County P AL/`► JA>C O Street Name ,%)CyZW C�( C'la eV Address ;14"1 Section 660 Sub -Section C)C:)0 Milepost Is proposed site to be landscaped within corporate limits of municipality? ®Yes 1-1 No If yes, name the municipality 6 tx- LIE S--lLeAm Permittee declares that prior to filing this application for permit, he/she has ascertained the location of all existing utilities, both aerial and underground, and the accurate locations are shown on the landscape plans. A letter of notification was mailed on -j/!2-.,? to the following yatilities/municipalities: AT+7- I C"0jt!A5`r ( FLEA 6 U t F &tae n^ &-a—F s C t✓(�J I T c vi d or 6 U c.P.S77aeA =T 4. Landscaped areas will not be permitted on state road limited access facilities except on Florida's Turnpike as allowed in Rule 14-40.003(3)(f), Florida Administrative Code. 5. It is expressly stipulated that this permit is a license for permissive use only and that the construction within and/or upon public property pursuant to this permit shall not operate to create or vest any property right in said holder. This permit does not relieve the permittee of local or other jurisdictional requirements. 6. The project shall meet the requirements of Rule 14-40.003, Florida Administrative Code. The Permittee shall construct and maintain according to the attached landscape plans, maintenance plans and maintenance of traffic plans. 7. The Permittee shall be responsible for all maintenance of the landscaped area, as described in this permit, for the duration of time the landscaped area exists on Department right of way. The maintenance shall be performed in accordance with Department procedures under the direction of the Area Maintenance Engineer or designee. g. Whenever it is determined by the Department that it is necessary for the construction, repair, improvement, maintenance, safe and/or efficient operation, alteration or relocation of any portion or all of said highway and/or public transportation facility; any and all landscaping installed by the Permittee shall be immediately removed from said highway or reset or relocated thereon as required by the Department, all at the expense of the Permittee. 9. All material and equipment shall be subject to inspection by the Maintenance Engineer or his/her authorized representative. 10. During construction of landscape project, all safety regulations of the Department shall be observed and the holder must take measures, including placing and displaying of safety devices, that may be necessary in order to safely conduct the public through the project area in accordance with approved plans as required in Rule 14-40.003(3)(9)7, Florida Administrative Code. RULE 14-40.003, F.A.C. 650-050-09 PROGRAM MANAGEMENT 09/08 Pont � of � PERMITTEE CONT'D 11. The Permittee shall notify the appropriate Area Maintenance Engineer or designee 48 hours prior to starting work and again immediately upon completion of work. 12. In case of non-compliance with the Department's requirements in effect as of the approved date of this permit, this permit is void and the work will have to be brought into compliance or removed from the right of way at no cost to the Department. Any false information supplied on this form renders this permit null and void. 13. The Permittee, shall indemnify, defend, and hold harmless the Department and all of its officers, agents, and employees from any claim, loss, damage, cost, charge, or expense arising out of any acts, actions, neglect, or omission by the Permittee, its agents, employees, or subcontractors during the performance of the landscape project as approved by this permit, whether direct or indirect, and whether to any person or property to which the Department or said parties may be subject, except that neither the Permittee nor any of its subcontractors will be liable under this Article for damages arising out of the injury or damage to persons or property directly caused or resulting from the negligence of the Department or any of its officers, agents or employees. 14, I, the undersigned, do hereby agree to comply with all requirements established by this permit and Rule 14-40.003, Florida Administrative Code. Submitted By: (SIG_NA.TJURE OF PERMITTEE) � V, 69L 0 // (NAME TYPED OR PRINTED) THIS SECTION TO BE COMPLETED BY DEPARTMENT PERSONNEL The above landscape project is: ❑ Approved Not Approved If not approved, the reason is: The Permittee shall commence work within days of permit approval date and shall be completed by Special conditions/instructions by the Department: A copy of Rule 14-40.003, Florida Administrative Code, is attached hereto and made a part of this permit. Date Issued: (SIGNATURE OF AUTHORIZED DEPARTMENT OFFICIAL) Permit No.: (TYPED OR PRINTED NAME) (TYPED OR PRINTED TITLE) FDOT Florida Department of Transportation RON DESANTIS 3400 West Commercial Boulevard .TARED W. PERDUE, P.E. GOVERNOR Fort Lauderdale, F L 33309 SECRETARY PERMIT PLAN REVIEW - LANDSCAPE COMMENTS Date: 05/15/2023 To: Patricia Moore, District 4 Permits From: Stanley Hinde, PLA Copies: District Landscape Manager Permit: 2023-L-496-00008 State Rd: SR A1A (N. Ocean Boulevard) Road ID: 93060000 Mile Post: From 11.833 To 11.871 Agency: Town of Gulf Stream Applicant: KWD Landscape Architecture LA Firm: KWD Landscape Architecture LAOR: Krent L. Weiland, PLA Project: O'Neill Residence — 2817 N. Ocean Blvd Re: Landscape, Irrigation & Hardscape Status: 2nd Review - Approved with Comments and MMOA Conditions The plans are conditionally approved with the following comments* to be completed for the MMOA document required with the Town of Gulfstream. PLAN SHEETS On sheet L-3: Revise FDOT General Notes, Note 5. Incorrect link/date is currently shown. Please see below for the revised note with correct link. a. For the portion of landscape plant material that will be installed within the FDOT Right of Way, landscape installation shall comply with current applicable FDOT Maintenance Specification 580. Online Reference: ssm5800000wd-722-i97992.pdf (windows. net) LANDSCAPE MAINTENANCE AGREEMENT Any non-standard component specified within the FDOT right of way in addition to trees, palms, and sod, will require an executed Landscape Maintenance Memorandum of Agreement (LMMOA) between the FDOT and the Agency, Town of Gulfstream, prior to final permit approval for this project. Please contact Christine McKay, Landscape Agreement Coordinator 954-677-7897 or Christine. McKay@dot. state. fl.us for the MMOA process, submittal requirements and document template. The FDOT can only execute an agreement with the local governing Agency. The property owner may also need to enter into a separate maintenance agreement with the Agency. If the Agency will not agree to executing the FDOT MMOA the non-standard wwwfdot.gov components listed below cannot be installed within the FDOT right of way. The plan is currently proposing the following non-standard components, shrubs and irrigation within the FDOT right of way, therefore a new Landscape MMOA will be required. The plan has received conditional final landscape plan review approval, but the permit cannot be issued until the MMOA process has been completed and executed. Please be aware that the MMOA process can involve several months depending upon the local agency before the FDOT can provide the final executed Landscape MMOA document. *When the above comments are completed email directly to David Lockmiller the revised plans to verify completion of comments before up loading signed and sealed plan set into One Stop Permitting. If you have any questions please contact David Lockmiller, PLA at 954-777-4142 or david. lockmillerQdot.state.fl.us . 4-1 24 4- m O v Cl. }, sue' 4-J p �, 14-0 ~p 'CS by v c� cz " z fl..,_, v 4 v F� 14-4 O ��75 . U' _v cz 4.1 O H H w w o Q� CZ O +U) v Ts w v Q v 3 6 0 o o v o w bOA .� v vcav o .. 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AE (EL 6) COWWTY PAAEL AID 125D9 MAP AD: 12099CO98F EFFECTIVE DATE., OCTOEER 5 2017 NOTE' ALL BCUDARY LMES AAD AAO.CAR O'AEWOAG ARE PLAT AAD SLRVEY LKESS STATED OTEERW7SE ALL pREAMNS SSDWN hfRECN ARE BASED ON T/f STANDARD US FOOT: 774S SCRVEY HAS ACHEVED A MAAN.M LEVEL REOURED FOR C AERCYALli/0CH 00M AS PROPERTY ao9AE WAS ACH£VEO BASED ON A RED MAADY O< AEA&MMNTS FOR VERTICAL, HORZONTAL AAD ANaLAR DMAGaO S AID SCBSbRFACE SEARCH WAS MADE FOR UTIUTES OR UVERGROAD FOOTERS MAP OF AS -BUILT SURVEY SITE ADDRESS 590 WMGHT WAY DELRAY EEAQIJ FLORIDA 33483 PARCEL I.D. NO.: 12-43-46-09-36-000-0420 I ICREBY CERTIFY THAT TNS SURVEY WAS MADE MM MY MgVASDLE CHARGE AM AEETS M STAMAMS OF PRAME AS SET FORM BY TIE RORDA BOARD OF PROFESSIONAL SURVEYORS AID MAPPERS M' CHAPTER S 17.. FLORDA AUMNSTRARYE CCOE PURSUANT TO SECT 422.027, FLOFDA STANTES. PAUL D. ENGLE muTus AID SURVEYOR & MAPPER ,#5708 1K p¢pIK FA4ED SA[ a A RORDA M AID MAgYII. COCCOLOBA W CARYOTA ROYSTONEA REGIA ROYSTOWA REGIA SEAGRAPE TREE FISHTAIL PALM ROYAL PALM ROYAL PALM 00 0 00 TO BE REMOVED TO REMAIN TO REMAIN a 587018'O3'E 170.00' - - - O � 1 O - 1 ----- F L ----- - ino I I I �I I I ' I 1 cU POYSTONEA MTA ' ROYAL. PALM TYP / TO BE RELOCATED .. l/ � L ____I_____FF_ PONYTATO IL REMOVED BE ROYSTONEA REGIA ROYAL PALM TYP 1 I I I I WODYETIA BIFL92CATA I �•� I FOXTAIL PALM TYP TO BE REMOVED I i I EXISTING POOL I EXISTING HOUSE TO BE RENOVATED I TO RENOVATED 1 I I I I I I I I � I 1 1 r v. lUdab v � ❑ s' � I • ROYSTCNEII ROYAL PAL{ EXISTING 51 RBv1OVED T I I I I I J- I I �T / I I � I THE IFICUS I i I � � /A I ZA x I I I I r I / I I I=/lVIRO/,IMEL/'IT Dr1l G/4 G ROuy I» W C#* ROW 420-B Pals Beach, R 331A Phase 56I.052g000 Yak 55611N2{ Landscape Arch it ec I re Land Planning Landscape Yanag ement 'Dustin Y. Ifsd, I0A WA 166661Dg U � 6 S - 75 S N �1 TYP �! 6 � 0 0 ON �Ln J ALD(ANORAE !L rr N \ TI-RINAX RADIATA W \\ FLORIDA THATCH PALM TYP TO BE REMOVED • FF— I AIN IDN ].D NN 91M KO OI N I o ROYA O7AP L REGIA TYP W E F,9 r T TO BE REM DVED 1 — -- — —7 F ROYST REGIA �S I11 UNIDENTIFIED TREE L — TO BE REMOVED ROYAL P TO BE REM TYP DVFD JOB NUMdk 22007.00 LA DRAWN BY: Alex 6ugrii 1 Jamee Apar cio 1 COCOS NIFS COCO FERA TYP DATE: 03.28.2023 I ❑ � � i TO BE REM VED 05.22.2023 • � � I ROYST ROYAL PALM REGIA TYP — — — — — — — — — L— — — — — — — — — — — ' / I - - -- -- -- -- -- -- -- -- -- -- '' I HEFT L1.0 58018'O3'E 143.25' ALL HARDSCAPE I 2022 2 0 BEAucARNEA RECLavnrA PONYTAIL PALM TYP. TO BE REMOVED, i cmmlart: sa: nu. D¢cw.m: con.cryua.. e inar�auNaoN°u° uii loc TO BE REMOVED mi/<Na e�xa cnoo eo.. •.=P• a=nn: mon't ° °ro.n99.�ex wina.,s DELGN_P� ml Exi5tin Ve etation Inventor & Action Plate 64 5f. J 9 SCALE IN FEET 0' 8' 1 b' 24' i 9 HT. SITE WALL I'X2 STONE BORDER I I 1 1 I I I I I b' WIDE 1 ARTIFICIAL TURF TYPICAL oil �I DD G: �n l �t 1 0 (z I I I SUBJECT PROPERTY L W icinity Map SCALE: N.T.S. ,00 0 ON �. Ln E ARTIFICIAL TL12F AL — —� fife Plate SCALE IN FEET O' 8' 16' 24' JOB NUMBER: # 22007.00 LA DRAWN BY: Grace \,/alto l James Ap—ido DATE: 12.13.22 03.07.23 03.28.23 05.22.23 ��-� L'�r :,,� �� -, _ ■ %_ ��►-,, ��1l�;• a ♦ • ��■ � •��,, r-T !\!!\1\J��h��■V�1U 1 ►tl�nl�%i�,J�Iv►I�t11J�1V\■�71����L�nLI E '' ' � i� lyl�i;1;14�1 ,,111 • • I • : �: ;:,� ..'.": .. �;� `��;'• , • 111111 1 �nl: ,.,.x, . � � rYYir` n.`.rrnn11111rIRn11 r nlll„11-.9 R.n11 R` Me.�.y. 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WITH STONE ACCENT INLAY - POOL TO BE - - - m u r RENOVATED _ _ B) GARDENIA SPP GARDENIA BUSH ! 3.x3, - - -. - -- (2) GARDENIA SPP GARDENIATAISUPRBrAE' Y 8' CA HT, STANDARD - III 11351 PLLAABAGO AURICLLATA 13I1E PUlv5AG0 3 GAL. 18, OC (1) CROSS DATE PALM SYLVESTER+ CANARY -- SOD ,: PROVIDE PICTURE TO FOR ^ — - LANDSCAPE ARCHITECT FINAL APPROVAL (300) TRACF80SPERMJM ASIATICUM N (5) ALOCASIA ODORA 'CALIFORNIA' ELEPHANT EAR L--- --_. - __- - - ` — — ! ' JASMINE MINIMA 6• LINERS 3 GAL. 18. OC 1 • I - - - (7) TABERNAEMONTANA DIVARICOTA CRAPE JASMINE (40) FICUS MICROCARPA GREEN ISLAND FCUS N r' A' 31 X 3 (1) PODOCARPUS COLUMN! '^•"'^n scG .�uR nnl YG 3 GAL, I5' OC O I - -1 � 14' OA HT, FTB w E -'` %2 r ! _ I 00 S O DI eby�, S O D ddpk V I I JOB NUMBER. 22007.00 LA I DRAWN BY: Grace Wott on I Aparicio James12.11.22 I DATE: �( (1) TABEBUTA CARAIBA YELOW TABEH JIA TREE 03.07.23 03.28.23 iI I7-14' OA. FR. 05.22.23 EXISTING ROYSTONEA REGGIA ROYAL PALMS, TYP 1 EXISTING NEA REGGIA ROYAL PALM TO REMAIN I -_ _ ' I ❑❑�❑❑❑ ❑��❑ ❑❑❑�❑❑ ❑❑❑ (0 MRA INDICA MANGO TREE - (240) FICUS MICROCA12PA q�� D i 14' OA. A. I-T. Hi. GREEN ISLAND FICUS I 3 GAL, I5' OC - - _ - - - - - - INOTES, rl E ET L2.1 S8018'03' E 143.25' CONCRETE PAVERS TO BE'OCEANSIDE (20) CLUSIA GUTTIFERA I UNLESS OTHERWISE SPECIFIED. (I6) CLUSIA GUTTIFERA CLUSIA HEDGE 8' HT. FTB STONE TO BE 16'X37, LNLESS OTl-IERWISE CLUSIA I -EDGE 4' HT. FTB (265) FICUS MICROCARPA I SPECIFIED. SELECTED BY OWNER. n wRnainnr: / O 2 2022 (40) CLUSIA GUTTIFERA GREEN ISLAND FICUS 3 GAL, IS' CC i e^ GRcwrm: m ° ° Io CLUSIA -EDGE o Lae -11c sea I. ineY' 1- pr_Ruch* n,/me ai° R.exle gal °°eeir°°�`'oaalna` ^: ecNH°e......em Nouns FOR GIGGING 8' OA HT. FTB (0 CITRUS TREE SPP 6' OA. HT. (105) FICUS MICROCARPA GREEN ISLAND FICUS 3 GAL. 15. OC La dsca i PI �/i 64 sf. GE;I b,-° p e aaeIo,.,re ° R e. d.-9 mto : 1`1 •.w h.m:; 1 .. o a e•°e Leee°... SCALE'N FEET 0' 8' 16' 24' Trees SYMBOL PLANT NAME QTY, DESCRIPTION NATIVE EXISTING FICUS TREE I EXISTING TO REMAIN, V.I.F. NO all PODOCARPUS COLUMN 2 14' OA HT. FTB NO TABEBUTA CA12AIBA 1 12'-14' OA. HT. NO YELLOW TABEBUTA TREE COCCOLOBA UVIFERA I EXISTING TO REMAIN, V.I.F. YES a SEAGRAPE TREE MANGIFERA INDICA 1 14' OA. HT. NO MANGO TREE CITRUS TREE SPP 1 6OA. HT. NO Palms SYMBOL PLANT NAME QTY. DESCRIPTION NATIVE ROYSTONEA REGGIA 12 EXISTING TO REMAIN, V.I.F. YES ROYAL PALM ROYSTONEA REGGIA 4 EXISTING TO BE RELOCATED, V.I.F. YES ROYAL PALM STRELITZIA NICOLAI I 10' OA. HT. NO WHITE BIRD OF PARADISE CARYOTA MITIS 5 EXISTING TO REMAIN, V.I.F. NO FINISHTAIL PALM CROSS DATE PALM 2 12'-14' CT NO SYLVESTER + CANARY MADAGASCARIENSIS 6 8' OA. HT. NO CD12AVENALA TRAVELER PALM Vines, & Gromridcover5 SYMBOL/KEY PLANT NAME QTY. DESCRIPTION NATIVE • THUNBERGIA G12ANDIFLORA 2 6OA HT ATTACHED TO WALL NO BLUE SKY VINE TRACHELOSPERMUM ASIATICUM 764 6' LINERS NO JASMINE MINIMA BOUGAINVILLEA SPP 4 8' HT. ESPALIER TO COLUMNS NO BOUGAINVILLEA VINES FICUS 12EPENS VINE 10 1 GAL NO ® REPENS COPYRIOM: e O L L o6 cpp.t-c'Nao ron. a es 'cAll Nite al ENNRON ENT OE GRrOUG tl_ Nu/<ne e e stli wnetl' es� clonfica cw tl,awiny gs?to ps EN Uf514N�iGFOUP d8 HOURS BEFORE GIGGING •'� %eoo-a�z-ono pr akclbN ^employes _ RMN ortlEisclos y fim, o, p iaswn ngw ecronhaclors. N„m s0y s JhVIA bs SYMBOL/KEY PLANT NAME QTY, DESCRIPTION NATIVE CLUSIA GUTTIFERA 4 5' HT. FTB. NO CLUSIA HEDGE PLUMBAGO AURICULATA 290 3 GAL, 18' OC NO BLUE PLUMGAGO FICUS MICROCA12PA 1,089 3 GAL, 15" OC NO GREEN ISLAND FICUS BEGONIA SPP 180 3 GAL, 15' OC NO BEGONIA ODORATA ALBA l TAVERNAEMONTANA DIVARICOTA 13 3'X3' NO �f CRAPE JASMINE ` GARDENIA SPP 8 3'X3' NO GARDENIA BUSH GARDENIA SPP 2 8' OA HT. STANDARD NO GARDENIA 'MIAMI SUPREME CLUSIA GUTTIFERA 90 8' HT. FTB. NO CLUSIA HEDGE CLUSIA GUTTIFERA 16 4' HT. FTB. NO CLUSIA HEDGE O ALOCASIA ODORA 'CALIFORNIA' 24 3 GAL, 18' OC NO ELEPHANT EAR O C12INUM LILY PLANT 6 EXISTING TO REMAIN, V.I.F. NO 130 3 GAL, 12" OC NO LARGE MONDO GRASS NOTE: V.I.F. = VERIFY IN FIELD E n V IRO/VM[JVT DEG" GROUP 139 NA N* Pod V-11 Pah Bea* R 3A81 Rm 561&4600 Yahk 561313.4424 Landscape Architecture Land Planning Landscape IIana9 e m e n t D.U. Y. 967d. & RIA M66114 n \ W C] s 6 .N S d6\ � a 6 100 ON 0 IL JOB NUMBER: # 22007.00 LA DRAWN BY: gate Walton James Aparicio DATE: 03.07.2023 03.28.2023 05.22.2023 .T LZ3 may_, �t y a Y`. 1 ;}, e'er ` (_ ` R %�� s `1Y X ,,� s r i ° �G'JS •= .a « P ✓•'. y � `s a \ta is two � � � y ~ E... `1��EE111/1!EEE111 * � �+`�_`�� ar ♦ y �. � x `- ■ �� �`z � �'—.��,� .. _ - of � �i � � � _ � ^. -w'• .. cee: ...-a-.. a -� •w .'`.� ��` � 1 cDPrnaxr: 2 0 2 2 tMin�r DIJtl .: 2 0 2 2 * loiva+ �u �ruo°uv e" a<q In q, n/Hes _ mor.,;twinynsii Qt HOUR BEFORE DIGGING a:, anMmo lfy i^co u,e NMRONMENI tO �h ^ F80o-432-4T70 p ag x DE— GRDUP welly sMv9wE 1£ cut vsrm au,. ns/*x y s. empataeso necontractws. Lighting-1-chedule SYMBOL DESCRIPTION QTY. UL CRIGHT - ALRO12ALIGHT - HSLI6-R TELLURIDE 40 BRASS - 8 WATTS - LID 2700K O WL ALIGPTED 6�BSIFINSHA9W 12 TTS 2700KIGHTHAUS PL PATH LIGHT - HADCO - GAL3 - COPPH2 PATI-LYTE - 11 12 WATTS - 12 VOLT UP LIGHT PATH LIGHT �i WELL LIGHT Landscape Lighting Plan SCALE IN FEET O' 8' 16' 24' E/'IVIRO/VMUIT PC./3G/a GROUP 19 m ca* Roo1 *m pd. Omdt R 3m %. 561=4610 Mile 561313.4424 Landscape Archilecture Land Planning Landscape Yanag ement DAn Y. Llizel, WA RLA +6666164 autiefnrir,ur'to eriuuro.ro m U � 6 s - �s � �3 s ON n� L1 u I J LL N \ PM wH W' E S o� f5 JOB NUMBER: $ 22007.00 LA DRAWN BY: Grace Walton James Apar — DATE: 05.08.2023 05.22.2023 EET L4. 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'W V/ U C O _N U O O C L N U E C-6 ~ O (D p N i O L O E O 0) Q 0) O M 0 C L � O O o OL U LO Q 00 (D X 06 f a 0 E v L 0 D O U O i CII U Q «S r N Q Q co 0 c � � O cn L czC G) C C c6 � O a_ L L Q O Lp C fn O N o cl O G ti O M Q.. O L _ N � CO > U^ W CD CD C] O C CO N M > -a U U O �_ Q o �_ E L O O U L fn N O LL o CU '•. L — .. 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U 0 O y > N p M O y0 "=S �' H V .�. N cnh � 0 cn��+ L: v L/1 on cd cl U `d tn CP "' y^ a� Y � •y O s0. �n '11, Cdd En a0i vn . O ¢ Q cd sN C/1 r .W � p 0 y 41 u, U ^'_ , V cn O ^� Ncnr"�,, N N +• �" ycn 0 U 6) N 3 .O C6 U .., O �" U cd E ?✓ ,C cn O .- [— N Q4-1 •.�•+ V ti O 0 S]-I C'ld P i•+ YS"q•'i '� 1�1 r+ Rj Q PC cn cn N•M �I r-I Cd o In y Vi �'•�y .-- U Or O b�q Q, p �, N ^� 4� W N W h U CA N "" W o .y iC �� W ��'�•+ � W� cdOO PR ---,-a ESENTATIONS ]FOR - NEW ADDITIONS 1919 NORTH OCEAN BL1VD� GULF STREAM FLORIDA PROJECT TEAM: ARCHITECT BRIDGES, MARSH & ASSOCIATES, INC. 18 VIA MIZNER PALMBEACH, FL. 33480 PHONE: (561) 832-1533 LANDSCAPE ARCHITECT Nievera Williams Design 625 N Flagler Dr Ste 502 West Palm Beach, FL 33401 PHONE: (561) 659-2820 CIVIL ENGINEER GRUBER CONSULTING ENGINEERS, INC 2475 MERCER AVE. SUITE 305 WESTPALMBEACH, FL. 33401 PHONE: (561) 312-2041 FAX.- (561) 537-7229 ASSOCIATES, INC A6CHRSCI5 Eighteen Via mi.— Pnlm H... h. Florid, 3300 Phan.: ("i) 332 1533 Paz: (551) 332 1520 x ocaex H[,vu smF SrSaer, rt= REVISIONS: 5L07r23 add lances, etc. 0511 d23—.1i velism,seawal abv. NORTH LINE OF SECTION 10, TOWNSHIP 46 S. RNGE 43 E ONo—Added RddRbnal illooldi ns and tress N89'2,'86'E IPER STATE HIGHWAY RIW MAP'A-1A') S89`11'24T (P) N09'21'S641M1 I yp0ry- N89'2136-E 369.07'(M) M89'1174-E J84.01'(P) 90.0'P' I �-C_MNER o� I i10 TOWNSECTI6HI_S S. I - i RANGE 43E n (PER STATE HIGHWAY I 8 �? 1 8 ww MAP A1-Ag $ 'GULF STREAM GOLF CLUB' & x o.c.N m<3aso9oa°oaozw s l� oil aI�a�� SET— i1 FWND 4-X4" j , IL6 DISK ors FENCE jNR i N89°12'35"E 440'+_ (TDMEANHIGHWATERLINE) SITE I °$, P — —gg,p —'— — — — 153.3T (TO SURVEY LINE) 3' SEA 11\\ � I I I GRAPE 1 � � GRAPE �nfA3 I TREE TABLE TREE TABLE SRE SPECIFIC LEGEND: \ I~ SEA SEA 1 J 75 11S' CAMERA j •�"' j I T NO. NUMBER OF GRAPE i I'a!, GRAPE qA TREE TYPE UMBER OF TRUNKS IF MORE THAN ONE I FAST T"M^NUNIoNOWN (C)L) CLUSTERCIFTFUNKE ls to SAP-1 SEAGRAPEAL * PALM TREE '3,g I I I RAILINGir I p?e )� SEAGFWE T`L's13) _ COCONUT PALM TREE '3\5 / 1 E 1,11 GRAPE i- 1S WADE, <^,�` I SEAGRAPE V = SEA GRAPE TREE I T sFAGW+PE ICLI i GATE "'BULKHEAD i s I o, PALM RAPE aANrANTREE '!s0 y \ SEIN ,a' ,m 24 PALM 01 6• 102 1c' SEAGRAPE 163 IW SEAGRAPE 1 j GRAIPE� DAKTREE _ M� -I6 SEA LOCATION MAP N.T.S. I03 R1 ,I 4P FlCUS I a'03I GRAPE I t04 J1vry ,SS P' COCONUT PALM ® FRAN I 0.7 151 tg 'O �' t f ,os M(3) ,66 7 PALM R) GATE 0 IleeI _ ?ag' y, Z ,O6 FAGMPE 167 ,4 SEAGRAPE 4 FCUS TREE Ill 0y °.r 1 1 `t 20 0 20 40 60 I COCONUT PALM 4 uNKNowN TREE Q I ( E ," `" CHAIN LINK I I Idea 1 EANYAry FENCE ge O ( )0y I f x I -I COCONUT PALM [. 8 GUMBOUMBO Ni lo PALM° CoCOIUT PALM v �, \/ 1 p .. 3 Scale 1" = 20' I C R7GRAPE TAMANUTREE r 1 Z 0 o Z 6 ,75 O -=7 PALM - sANOILLATREE '!s, 4s .a I 2STORY .J-E TABLE I 115 ,Ts is sEA GRPPE = scHEFFLERA TREE N' 6.3 I z RESIDENCE ea - _I�, O wPE _7[L CURVE RADIUS DELTA PNGLE PRCLENGTI CHORDBEARNG I tt6 11N 11 e' COCONUT PALM I j$ FFEL ,,F r 56 E 259.82' COCONUT PALM 2!,,0 D o IR ,yam SEA— U I9 ea 4 COCONUT PALM . aq of 1 ¢a eo - I ° e1 c 6 - 1. B I. sz WE,3 N I �.$ 6 I SEA GRAPE 9 LL 124 10 4 RAPER) as 16 'GULF STREAM GOLF CLUB' rry 'Oct• ) Iwo >'°' 8 IN Nis1z PALM 1a5 ..ON 20434609-04004D250 I D w n 1. PEA GRAPE Z / I _ I LL I PAL. �h1 0 e IUN.Kw,t RPE INMPAM �a"SEA Rw PALM G2 EEA GRAPE 1. 1. COCONUT PPLm I GRaA1VEL ORI 1 9.7 I }' 1 I SFA GRAPE R) A3 B N I RA E SEAGRAPE ! a'" ,3�. 1 STYE a P R) BANYANTP D!- L3TEAGMPEIcq 97 Is COCONUT PALM/� i..- W 1. 145 ph T,6 m zro Bo s a`� '� 9" s' s I 1 m ✓ � I N 1.u, DrvurP � e y '! / PC. vLECTRIC I - ,g S y I LOT 1 V CSONCDE W wa y 'ii MAIL Box ANELSa I NT 'WILLIAMS H. EVANS SUBDIVISION' I� BULKHEAD W PC, KEY PTO CHAIN LINK GATE — _ —BOX— — -- -, .sS GRAVEL DRIVE A3 �/• 23.6 (PB E8, FG. 48) - (/) ap w - / — GATE m O .ab _O _ _MoroR LrrP1 -- -E ._ _�. _ o -sp6 'aqa 1 /�i 1STORY stP sjO sITF BMN_H RKe2 f Khh3 I MA NAIL ON SEAWALL _. __ — _ — GARAGE 9s.a' ? o EL-10 7T 1 _,6" �•� .j� h/� '"�� `•� 1 �..s 1 I 113' j FFE,1a.a, s f c: TBRICK ♦"I?� v •�" ®+, s �� 11r �, ^O" ,:531" ' h •" (:�1 I �r � �� { DRIVE n w < W �C • �e� a' IRON RCD SUE BENCHMARK YI ��1�J \ SEA j SEA CO SCAP RIM OF CATCH BASN ( GRAPE GRAPE _ ST 89°12'35"E 172.03' (M) 170.00' (P) 30w66 6) EL=, 40 A i PI N r ai)r iI S112- S1p1P 1 _ � »>CCC GRAVEL DRIVERON ftOD $ '� SOAPe '•t' (/�> A3T `vD "Y 1 ,3� GRAPE V GPY y ,'J. I' nG°i Oe SE GR!{P; .0 ,1- - t50.75'(TO SURVEY LINE) ._ C m GI q^ h61 c SS, + ITOME111l11 ATERLNE)' CHAINLINK WI F_ O S89°12'35"W 37T_ n� I QUe WOi FENCE c g FWNDR FENCE = �) I` BCLT S WASHE J-� IN dd O. ``JM1 IRON Roo ( 1 (OFFSET ONUNE< OQ fIT 93o t0 N ( ) ..1 4 �'!42 (NO ID.) ; w I I _NET OF P.I) 02 Q V ,g9 I = I 1 l ♦' Q,, Qae B W Q ¢ / � f N N , ,yt0 6 FENCE O�E'OP WALL GAS SPECIFI 3 Q o Na3 <a o j T � � I m o o^ N I •y , . Lr 00 (Tr ., IS, DR'VE ,s p Oj Iw� a ° 1^ CERTIFIED TO: SMITH FAMILY FLORIDA TRUST Z O ®o •b GE EPATOR. 'S� - �� K I t 1 w PROPERTY ADDRESS. 1919 N Drean Shot- GULF STREAM FL 33483 1> I ee, n,� E C OEURE 7ga3 b� 0 10 `\ 1 I FLOOD ZONE: AE (FIRM 125103-12099C0981 F 10/ 2017) a `% Cr C) o ; v \i I DESCRIPTION: Lot 1, WILLIAM H. EVANS SUBDIVISION Town of Guf.tream as 1777 NORTH OCEAN BOULVARD" j osoismd n Plat Book 53 page 48 of the Publc Records of Palm Beach County Florda; CAMERA oD i 8 1 OCN 2a43- oo2m°mm 1 T 1. ,Bcp o EEO Q "" '� j LL j (.Na. FG. B0e) I Together with an easement for ogress and egress for foot travel automobiles and other 0 j 1 CHAIN LINK KBP2 j ( U 6%� Y ,1S FENCE 00 ,! V �` e SA , e g� 6 i A/K/A YentNlarMse waterine eleGtroll»s andotnerpublcu[IOyusesover a6rosaandunder 0 - 3039 1 _ - LOT 1 R—de of Palm Beach Co recorded ,t Deed Book it page of the Publ c �l 2 the follow ngdescr bed lands Bo 41 a e 28 ' j� 'WIWAMS H. EVANS SUBDIVISION" 1 ulrty, Florda to wrt. m , 189.45'(P) FOUND 1rz �F '- S$9°12'35"W 19.31'(M) ENCE IROROO I PB'8PG.4B1 The South 25feet IS. 25R)ofthe followog-descrbedNmd lot: Beginnirgatit. Romtof SHEET7OF2 SET112- F INO IDJ j IRON ROD 44 1o.39s. o.z4r E7 ihtersettitn of the easterly right-0f-way line of State Road No.A-1.4 wdhaI'll Parallel to, BOUNDARY SURVEY I� S CAP � TR lees. wnu 1777 NORTH OCEAN BOULVARD' 1 and 115 feet southerly from (measured at right engleiii north line of section 10, se°ee, fi°avAne.en°m emmFem:eN.ra: (e603B) N. 20-43-4G10-02U°0002o I Township 46 South, Range 43 East, Palm Beach County, Honda; thence continue se.l enao�an eu,lw°1r. ea egceomc epnanre ane .8. 32365, PG. BOB SURVEY NOTES: y a long sat right-of-way poi para •.rv+.! "'Digitally Signed by ANSFoftMER DD Io.R 7 soNnd to tl rl ht from line aed st rig t 176.9] feet to a nF I a line n ° IS FAD 1.) Land, shown hereon were not abstracted by this oKce for easements andlor rights-0of-way. P to, and 290 het wu[herl from dal right an w ,l''•.'•'^ A/K/A 2 Area of sub tl rt y (measure g g es), the nosh Ilne of said Section Michael J Miller y°0J, ) je grope y: 10; thence Basted l n d II I lire a distance of 170feet: thence -Tithed k EAST Rrw LINE LOT 2 TOTAL AREA (to the mean high water line) =122,252 square feet (ZB065 acres). y a g sat pare e y ma ing I E Date: 2023,06.01 3p,p0' ( B, PG 4B1 "WILLIAMS H. EVANS SUBDIVISION' AR (lying west of the bulkhead): 8],189 square feet (1.8409 acres). % anangle With the preceding 6oUrm, measured from west to north, of 104'03'20"a B re' ona distance of180.40feet toa ntiothefirsWescribed llelllneAtlenrewesterl Ion (P.B. 58, FG. ae) 3.) Elevations shown here re based on North American Vertical Datum o} 1988 (NAND 80). % poi Pare y a g cl J. MILLER 6M34 a) Originating benchmark= Lelca Global Positioning System. % said parallel line a distanre of 187.50lo the point of beginning. CRD. FILE Y230527 b) V=existing senItion(NAVD Wtypoel). LEGEND: / 4.) No ullderground impro ants locatetl. °Mp1 rza nxFir ° sr� •AswuT>nv[xEx1 SCALE. l'=2D REF: MILLER LAND SURVEYING 5.) Bearings shown hereon are State Plane Grid (NAD 8N90 ADJUSTMENT, FLORIDA vn 0 ""`"LEij°1°9P6 PREV. DMWN BY: PICARD (C) 1121 LAKE AVENUE Y221260 EAST ZONE). Rotate Grid beanngs 00°01'11"counterclockwise to plat bearings. LAKE WORTH BEACH, FLORIDA 33460 JOB Ni Distant a plat antl measured unless otherwise shown. e1n..K„ °"O°` a MELD WK. PAULIJ.R. PHONE: (561)586-2669-FAX: (561)582-0151 JOB NO. Y230527 6) ThINrmsrCendwteof AWhor¢ation numbed,"LB6B38". eveawcc sL - r1WATK. "c. .Pow.(. FUW.1aPE . rA..term . nPEaY°nA"T IN.: DATE: 0112dQ2 mail: orders@rnillersurveying.com L - 2356 - A 20 0 20 40 60 Scale 1" = 20' SRE SPECIFIC LEGEND. NO. 12) NUMBER OF TRUNKS IF MORE THAN ONE ICLI NUMBER OF CLUSTER 1711111 PALM TREE COCONUT PALM TREE aSEA GRAPE TREE C) BANYAN TREE QOAKTRES FRAIN FICUSTREE uNHOWNTREE GUMBO LMBO tea. gjl TAMANUTREE SCPODILLATREE HEFFLERATREE I PI. NORTH LINE OF SECTION 10. TOWNSHIP 465, RNGE 43 E NB9'2156-E(PER STATE HIGHWAY RAY MAP'A-1A') Em'11'24'E(P) N89'21'S5'E (M) I 9gm'a" oo' 1 I I — lo =1 � boa j� — I'- ' GULF STREAK GOLF CLUB" R w I sym I o.c.N. zoaa4s59n400a-0zw 810 1 SE PK. 0 FOUND CONC.O. FENCEI LINK ; NAILB DISK +eyg 1. B1 p 4 B3B) N89°12'35"E 440'± (TOMEANHIGH—ERUNE) owB = f82i 1os ,ef1�* 1 T. —. _. _. .—. —99.05---• '35 I'I SEAI GRAPE 1�3Y (TO SURVEY LINE) 1�. C 1 1.3' GRAPE SEA I / / f. I )5'4T'5.9" SEA II P�FA GRAPE IL3y ` SEA GRAPE �.3\,[ 'a / I GRAPE 15'wloE+ CONC T O ��L1\ ! 1 r� j• S E +OD.II BUUL HEAD 6M1 - • DUNOE SLOPS - Y BREAK -TER LINE ELEI, Rr% GRAPE ...I f!j 1% LS` ' / N6 SEA +;L�JN GRAPE -COAST ST RAND SAND BEACH III 3 GATE VV I0 xt0 0� I o.1. CHAINLIN FENCE V V V 1 7} 1 0 77.8' 03 ff x VEG? TI LINE I �. I RESIDE o 2STORY I' O N 6 I l� FPEL a'm NCE a. I ul 03+ CY` I 0.3' I4t-+ 'd'. SipNE PATO w it ( LU N i �N2 0 O � N coo m m �m n' ,01 n � j / m rt SEA m - GRAPE �_ COASTAL ._ �P I.I STRAND_ SAND BEACH ! _ � ~ n n Ho j Ki RAVEL ON, LOT i 1.ScIDE .'. i �. I ^0^ +^S. GRAVEL DRIVE �311'" ',,: NT "YoLLIAMS H. EVANS SUBDIVISION' .. A (P. B. SB. FG. 46) Y36� I^Na +0¢+ BULKHEAD +DNA GP F TOE OF E//SLOPE I o5% GRADE MEAN wcH I BREAK WATER LINE . 7 3a3 / 55 38t' I 15TORY i GARAGE S6'3 Ao° 39 0' SUE eENCFImaaK rrz MA AILONSEAWALL J 1 OD LIVE ALINE �,.. I 3 FEEL 6 SME BENCHMARK u1 R OF CATCH BASIN ^''V [' ) (j �^ VVV `A �� 1 L3� S E GRAPE SEA GRAPE j COASTAL SAND STRAND BEACH a 1z4e P N �� - I O •!� GFAVEL RVE SEA 'aU9 GRAPE ^0� ,gL '3qy � r SE GRAIP3 B^N+.f9 m 150T5 (UOSURVEYLINE) o0 3sTNE ' S89°12'35°W 377'± mi FENCE 1 ITOMEANHIGHwATERUCNE)ER � FENCEUNK 1 k ORNDss BOLT SWASHER FROLN...' ON RW I I (OFFSET ONLINE 0` � v (—Uj ai 1 j I I 0.25NOFP.I.) ... .+ i 1 49 P��" $ �6 FENCE I TSUE OW SPECIFICLSG TCP WHID ALL 1 I a o O1 (o j CERTIFIED TO: SMITH FAMILY FLORIDA TRUST m PROPERTY ADDRESS: 1919 N Ocean Blvd., GULF STREAM, FL 33483 �A I BLOOD 2ONE: AE (FIRM 125109-12093C0981 F 10YOS'2017) DESCRIPTION: Lot 1, WLLIAM H. EVANS SUBDIVISION, Town O Gullstream, as 'f 'S o ; N 18 4 I " 1 I "1777 NORTH OCEAN BOULVARD' I oc.N. zwwsla-oz-0oo-ouzo IO.R.B. 32355. FG. soe) I A/K/A corded in Plat Book 53, page 48, of the Public Records of Palm Beach County, Florida; Together with an easement for ingress and egress for toot travel, automobiles, another vehicular use, water line, electric lines, and other public Utility uses over, ,,as and under LOT 2 I the fellowingde5eribed lands recorded in Dead Book 1141, page 28. & the Public 'WILLIAMS H. EVANS SUBDIVISION' 1 Records of Palm Beach County, Florida, to wit: WON ROD ) IP.B. SB, PG. 46) f The South 25 feet (S.25R.) of the followingdeacribed road lot Beginning at the point of SHEET20F2 (ND 10.) ; intersection of the easterly Nhtaf-way line of State Road No. P.-1 -A with a line parallel to, BOUNDARY SURV (039S, 0.247'E) i and 115 feet aouthedy from (measured at right angles) the north line of Section 10, rcz��y s �on.aua mm�mooz: P SURVEY NOTES: Township 46 South, Range 43 Eesl, Palm Beach County, Florida; thence continue aoutherl long dri right-bf-we line a distanm of 176.97 feet to a Mina line Ile) y a rg mid 8 Y poi pea / 1.) 2.) Lands shown hereon were not abstracted by this ofrme for easements and/or rights-0my.-way. Areaof Subjectpnoperty: TOTAL AREA to the = high line 122,252 feel 2.8065 to, and 290 feet souther) from d al right an les the rorth line of said Section aa�'�"+.°.Y MI IT y (measure g g ) �.) 10, thence easterly along said parallel line a distance of 170 feet therm -II making { ` Date: 21 / mean water acres . ( e ) square ( ) AREA (lying west of the bulkhead): square feel 9 acres). _ �p♦' a \„wI ryay n angle with the preceding course, measured from west to north, of 104'D3'20'"o'�a" ob. ne % 3.) are North di,,l Elevations shown hereonmark=edon North American Vertical Datum of 1988 (NAND 88). distance of 180.40 feet to a point in the frstdescribed paallel line; therm westerly along MIGHAEL J. MILLER E % a) Originating benchmark= Leica Global Positioning System, E II I lira a distance of 187.50 to the t fb sal parse poin o eginning. y CP b) existing elevation (NAND 88 typical). LEGEND: CRD. FILE Y23052T 4.) Nou—gmurd improvements located. ^e elr<0 --.1 Pave"wT SCALE: 1•=W REF: MILLER LAND SURVEYING 5J Bearings shown hereon are State Plane Grid(NAD 83'90 ADJUSTMENT, FLORIDADE, uxem R.A.ris S 2 0-ewc.ere rurnwn PRe/' gs p Igs. EASTZONE. Rotate Grid beanin DO'01'11'counterclockwice to latbeari — _ —-To �w Dann DRAWN BY: PICARD (C) 1121 LAKE AVENUE LAKE WORTH BEACH, FLORIDA 33460 Joe NO'S. 6.) Distant a plat am m red unless othermao shown. • This frm s rCedcate ofAuthor¢ation number Is "LB 6838". . eKevAww aLevaTrcw PEiEea,cc v.e. awvror cumnrvne ruexrxr - - __ % ` ueKzya Hr RELD wK: ppuLl J.R. PHONE (561 ) 586-2669 -FAX: (561) 582-0151 JOB No. www millersurveying.conl „ s DATE: 0112V2023 e-mail: orders@millemurveying.com L - 2356 o � 0' > w 0Q In 13 � z a QN I b Lu3 O �a 0 z EXISTtNG- CHPINFENCE "GULF STREAM GOLF CLUB 1 I GOLF CLUB "GULF SIRE 66 p9_oa-oD<-025D y OCN. 2D- ' u Im S11r�uK FENG�s��- �� — -- tEW FENCE I 0 x __ � a POOL IN 0 GATE W O _ a =_ 0 G R P P E I O C' 7 LAWN_ N +" I LAWN_ --r GPTE 77B' — E%TSi1NG I LAWN I I z KMTING 1 p 2-STORY I • '.PMMENCE Imo F.F.EL= 16.09 LJ U N I _ _ aC14 —_—_—__ I I I � Iyo _ I� I I I I� I '^�v I •rJI MOTORCOURT I 53t33' C=7 . C=C RAC — -� — — LAWN I L_I LAWN I I 1�. COVERED NA I �I I NEW I NEW 2-STORY GRPPE j GARAGE = i ADDITION - - 1! ---------------- EXISTING n __�—__—•—='t.—•--•-^•T'I �_----- E%]STING GPTE��-- CNPIN LINK FENLE.�.-; — u - 1 /- --�+ yy..+►+�"F 377'i: I FENCE i 'W I NEW RETAIN C WALL Sag• ,2'35NfH 'TER 172'03 W( —� AS N®� EXIST] FENCE • E — vDDD -� GRAVEL ___ J X� --� DRIVEWAY - Ik'- i� I - - —LAWN- GRAVEL DRIVEWAY Z I — I LLC1ll��L%]STINGCN N _--� LINK FENC-- 35's I S89 I PROPOSED SITE PLAN I I O/A, /Ob FENCE Cj i /a i 1 STORY i EXTSTING VDOD FENCE I I I � I # 1777 I E%lSTiNG iR L%1ST1NG "" BRMGES MARSH STEPS Ik ASSOCIATES, INC CURTM C Ei.htnev VinMizne�,r iPalm Beech• Fl—ids 33ae0 phav,: (581) 892 1533 Faz: (551) 832 1520 D H N B E P C O D.A P N D S P _ — ll AR9030 ADDITIONS FNOVATION 70 RESIDENCE - - -- - - -I 1919 N OCEAN BLVD Wig OTINAX ROM ��.----III ►� I PROPOSED .. _.. ffiTE PLAN � O 22110 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 122252 Effective Lot Area 73643 FAR Calculations EXISTING DEMO NEW NET 1" Floor Living 4320 - 1179 5499 Callings over 15' (double) 20 Floor Living 3765 - 1440 5205 1� Floor Covered (porches, overhangs > 2 894 - 674 1568 tad Fioor Covered 830 - - 830 Awnings > 3' and screen enelosure at 10% Garage 797 797 1261 1261 Gross Floor Area 10606 797 1 4544 14363 Out Buildings 420 1062 1482 Total Floor Area Proposed 15845 First 20,000 X .33 Ha➢D Over 20,000 X .20 10m Total Allowable FAR Per Manual 17329 Total Hardscapa Area 15,505 sf Required Landscape Area lot size x 40% 29,457 sf Actual % Landscape Open Space Area 47,666 sf X:IDWP SHAREDS48O Rap D,pt FaimsLrEDATXO k ASSOCIATES, INC Eighteen Via Mizner P.I. Beech. Florid. 330( Phone: (501) 832 1533 Fax: (581) B32 1520 Z O U MICHAEL MARK MARSH AR9030 a SIDENCE 1919 N OCUN ffiSPING FIM FLOOR PLN § a 0 d 22110 m 0 No,E: ASSOCIATES, Eighteen Via Mizne Palm Beech. Florid. 3344 Phone: (581) 59E 1593 Paz: (551) 892 1520 N 2 O U MI HA L MARK MARSH AR9030 a N OCEAN EIMUWG SECOND FLOOR PLAN a 0 0 22110 0 EXISTING SECOND FLOOR PLAN ENTRY PAVILLION I I I AVO th. N FLOOR LO R FlN F9'N III IIIh" I II III ! II----j---�I 111 WEST 1IERGOLA !_ -------------------- Ir IL °s II '`WI III IL------ 11 I II II II JL _ III — _ _ II II I ilRw —i— - ---------- —-- F — II I I 8. _NAw I I I i L BAR AREA KITCHEN L — — J FLOO 1, w T.o. SLAB — I— — — I VT.O. SLAB N R 1S5'"Aw FlN�. OOR I OFFICE — 2 CAR GARAGE — — -- — — ! I CAR GARAGE I I I I • I I iI I I I I I I I I I I I I I 1S7 nnw I I I I I I T.O. Slag I I I I I I I I I I I I I I I I 13.7 NAw I j I I I T.O. $LAB I I I I I I I PROPOSED FIRST FLOOR PLAN 1h 5.25' NAw N GRADE COVERED VIA MECH BREAKFAST hh18.0B' NAw Fl�OOH TO MATCH EXIBTNC II II II I II II II I I EAST P�RGOLA II - IL _ ---[7IL IL------- III — IL---I---LI — II II i II I — III � III — VERANDA 1$e.os NAw —_—_—_—_—_—_—_—_—_ RN FLOOR N 4- N 3' r — — — — I I 1 GOLF CART 1 NZFLOD VD - - - GARAGE ---4 I I I I I I I i I I /I I I I ,.hssnnw I I I I I I FlN F�ooR CllQS II BEDROOM �® 13' X iS'fi• BATH ASSOCIATES, INC UM= Tsm Via Eight... P.Im Beach, Florida 33480 Phone: (501) 532 1533 Far. (561) B32 1520 SIDEN cTarursser rL19a xeraocaex RLw PROPOMM FUM FLOOR PLAN 22110 = 0 ND1E�: PORCH—� BEDROOM #6 I I I I I I I I I I I I I I I I IIIIIII IIIIIIII BEDROOM SITTING ROOM 5 __________ I I I HOUSE MANAGER LAUNDRY II HALL I STAFF I ) A/V EQUEP. PONDER -- STORAGE I I I I I I I — I I I I I I I I I I -------------------------- PROPOSED SECOND FLOOR PLAN BATH VERANDA �1 II of BEDROOM 15' X 156' 0 BRIDGES MARSH ASSOCIATES, INC Eighteen Via Mizner P.hn Beach, Fl-id. 3300 Phone: (581) 692 1533 Far. (581) B92 1520 a z 0 MI HA L MARK MARSH AR9030 0 1919 N OCEAN BLVD GMF SrERM FWRIDA PROPOSED SECOND FLOOR PLAN z a 0 0 22110 0 I I I I III I I I I 5:12 N IaJh N RA. \ I / R.D. SLP 7 i( SUP 7:12 SL 5:12 I g to N_ h 0. g I � I n I r SIP 5.12 I N I I di I I q I I q I N I I u I I I gp 5..' ` i SLOPE Ys' 10.1 I I I I I I I-- - 14 --- ------ --- ---------------- -- --- -- ------ I --- j�- II - --- I I I I I I I I I I I I I I 1 I I II II I I I I I I I I I I I I I I II II I I I I r_____ T N _ -L----- ------- _____r______________________�____--____.TT L —_--_—L_I g ROOF PLAN NEW WOOD PERGOLA TO MATCH EXISTING NEW CAST STONE COLUMNS TO MATCH EXISTING EMERGENCY NEW CAST STONE COLUMNS TO REPLACE EXISTING NEW WOOD PERGOLA TO REPLACE EXISTING AT 8'x2' COPPER SCUPPER ASSOCIATES, INC, cHaTm ARCHff cn Eighteen Via Mi.— F.I. Beech, Florida 33480 Phoae: (561) B32 1533 Per. (561) 832 1520 0 U MI HA L MARK MARSH AR9030 SID ROOF PRIM 22110 a NOiE: :w� �nwus`�ew.9m +34'— 8" T.0 ROOF 12 COPPER GUTTER PAINTED RUN 12 CEMENT FASCIA 21 3 6 T.O.BEAM PAINTED RAISED STUCCO BAND � I� PAINTED WOOD GUARDRAIL PAINTED STUCCO FINISH end. FINFL. PAINTED RUN CEMENT FASCIA RAISED PAINTED ® ® ® IE STUCCO TRIM 11 09NAVD) _ FIN.F EXISTING WEST ELEVATION / +34'-8" TY O.ROOF I 1�23'-6' TL � �IIII.�I.II�. �II�IIIIII �I•IIII SLATE ROOF TILE TO 12 MATCH EXISTING 7 12 5 COPPER GUTTER ON PAINTED FASCIA PAINTED WOOD OUTLOOKERS NEW FLAT ROOF AND RAISED FF WALL HEIGHT PAINTED RUN STUCCO TRIM TO MATCH EXISTING NEW WOOD PERGOLA TO REPLACE EXISTING AT HIGHER ELEVATION N CAST STONE COLUMNS -- BRIDGES MARS ASSOMANSINC EightARCHNIM [® Via Palm eaeoh. Florida 33480 Phone: (561) 832 - Fax: (561) 832 1520 SLATE ROOF TILE F i z PAINTED RUN CEMENT J FASCIA N O U T�I 0. CORNICE PAINTED STUCCO FINISH MI HA L MA K M H AR9030 PAINTED srucco w WATERTABLE ADDITIONS/RENOVATION TO RESIDENCE 0 1919 N :TN HLVD GULF", LrI.0E8)A ELEVATIONS z 0 22110 a rvoTe: a�i �mnmc%A os�kx LS Eh. L 20'-9� s O. BEAM — SLATE ROOF TILE TO MATCH EXISTING uT �m — PAINTED RUN CEMENT FASCIA TO MATCH EXISTING L FlN FLOOR rn — PAINTED STUCCO FINISH z TO MATCH EXISTING — PTD. WOOD SHUTTERS w TO MATCH EXISTING — PAINTED STUCCO WATERTABLE TO 0 MATCH EXISTING — E.h IN FLOO .(16.5� NAVO) Fl�N FLOOR M.N O A4.1 3 SLATE RUN CI +9' To- PAINTE PAINTE EXISTING EAST ELEVATION PTO. STUCCO TRIM TO MATCH EXISTING PTD. WOOD DOORS TO MATCH EXISTING PTD. WOOD SHUTTERS TO MATCH EXISTING— PTD. WOOD GUARDRAIL TO MATCH EXISTING — +11�-5� _ FlN FLOOR PTD. RUN STUCCO TRII TO MATCH EXISTING— PTD. WOOD SHUTTERS TO MATCH EXISTING— PTD. WOOD WINDOWS TO MATCH EXISTING —i— willimimill ,2 17 SLATE ROOF TILE TO — MATCH EXISTING PAINTED WOOD OUTLOOKERS 12 TO MATCH EXISTING 5 COPPER GUTTER ON PAINTED FASCIA TO MATCH EXISTING PAINTED STUCCO FINISH TO MATCH EXISTING PAINTED WOOD GUARDRAIL TO MATCH EXISTING RUN CEMENT TRIM TO MATCH EXISTING �PAINTED WOOD PERGOLA TO MATCH EXISTING CAST STONE COLUMNS TO MATCH EXISTING PAINTED STUCCO WATERTABLE PROPOSED EAST ELEVATION ;III®I®I®IIIM h+34'—B" BRIDGES MARS ASSOCIATES, INC CHarm ARCHrmn Eighteen Via mi.— Palm Beach. Fl-id, 33480 Phone: (561) 032 1533 Fez: (501) 832 1520 N Z O U MI HAEL MARK MARSH AR9030 ADDITIONS/IRMOVATION TO RESIDENCE 1919 N OCEAN BLVD COLT STRICAN. FWMA ELEVATION3 c, z a Thy o 22110 m +23'6" TY &AM — — �I2ntl.FIN.FL. o. o M.M i V O A4.2 EXISTING SOUTH ELEVATION Elm NEI NEW FLAT ROOF AND RAISED WALL HEIGHT NUN STUCCO TRIM TO MATCH NEW WOOD PERGOLA TOF777\\//9 REPLACE EXISTING AT HIGHER ELEVATION tr. NEW CAST STONE PAINTED STUCCO PIER AND WOOD GATES TO REPLACE EXISTINOLUMNS TO MATCH EXISTING II-1 114 (SEE SITE PLAN FOR NEW LOCATION) PROPOSED SOUTH ELEVATION ta�"102� eSSOCUM, INC Eight... Via Mi.— Palm Beach, Florida 33480 Phone: (561) B32 1533 Pax: (561) B92 1520 AIL a N Z O U J MI HAEL MARK MARSH AR9030 STABLE _ h+34'-8 r T�f —PAINTED STUCCO PARAPET WITH RAISED STUCCO CAP TO MATCH EXISTING —PAINTED RUN CEMENT BAND TO MATCH EXISTING +23'-5" T.C.BEAM — PAINTED WOOD WINDOW TO MATCH EXISTING PAINTED WOOD SHUTTERS TO MATCH EXISTING — PAINTED STUCCO WALL FINISH TO MATCH EXISTING RUN CEMENT BAND TO MATCH EXISTING � 2nd.FIN.FL. —WOOD PERGOLA TO MATCH EXISTING —CAST STONE COLUMNS TO MATCH EXISTING —PAINTED WOOD DOORS TO MATCH EXISTING OY FIN.FLR. i "" N OCEAN gyTllp GOLF STEEAII, FW= ELEVATIONS u g a 0 22110 = 0 noTe: amar i°`ca� .a�� rw.vaa SLATE ROOF TILE CEMENT FASCIA T PERGOLA STONE COLUMNS TED STUCCO FINISH _ 0. 0 FI�I 1.FLR. TED STUCCO .RTABLE — 1_5.. FI N.FLR. EXISTING GARAGE NORTH ELEVATION SLATE ROOF TILE TO MATCH EXISTING OUTI PTO. STUCCO TRIM TO MPANTED CH EXSTING LOOKERS TO MATCH EXISTING COPPER GUTTER ON PAINTED FASCIA TO MATCH EXISTING E� .— T.O. BEAM PTD WOOD EXISTINGWOOD DOORS MA TCH _ PAINTSTUCCO FINISH SLATE ROOF TILE TO ' 3 _ ID TO MATCH EXISTING MATCH EXISTING PTD. WOOD SHUTTERS - F NEW FLAT ROOF TO MATCH EXISTING -_ - - AND PARAPET _ RUN CEMENT FASCIA PTD. WOOD GUARDRAIL RUN CEMENT TRIM TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING N�l EFl... _ .. - 1A8 FLOOR T+BE_. PTD. RUN CEMENT TJRI vJ�ETL +1�0�'-2� T TO MATCH EXISTING PTD. WOOD SHUTTERPAINTED STUCCO TO MATCH EXISTING E_� FlNISH TO MATCH EXISTING PTD. WOOD WINDOWS PAINTED STUCCO TO MATCH EXISTING WATERTABLE TO MATCH EXISTING FlNOFIN OR 1- - - € hEL +0'— R'(16.5' NAVD) PROPOSED GARAGE NORTH ELEVATION k ASSOCIATES, INC Eighteen Via Mizner Palm Beach. Florida 3348C Phone: (561) 532 1533 Far. (561) 832 1520 0 MI HA L MARK MARSH AR9030 N OCFAN ffi"EVATTONS a 22110 0 NOiE: m:ax� aa`"..o aema mcc- T.O.BEAM EXISTING SOUTH ELEVATION SLATE ROOF TILE TO -- MATCH EXISTING PTD. WOOD O.H. GARE;�, DOORS AND TRANSOPTD. WOOD PERGOLA TO MATCH EXISTING j�EL +11 �-9" Ttil 0. BEAM RUN CEMENT FASCIA TO MATCH EXISTING PAINTED STUCCO FINISH TO MATCH EXISTING PTD. WOOD DOORS TO MATCH EXISTING PAINTED STUCCO WATERTABLE TO MATCH EXISTING NVI N FLO R 16.5' NAw PROPOSED SOUTH ELEVATION 11 SLATE ROOF TILE H. GARAGE :OM WATERTABLE � �- I _Him oCUTEs.INC Eighteen Via Mizn Palm Beech, Florida 33460 Phone: (561) 332 1533 F— (561) 332 1529 ti N Z O V MI HA L M K MA H AR9030 RESIDENCE 0 1919 N OCSAN BLVD G0J 8T8M1Y, n= K"AnONS u a 0 0 22110 0 r+oh: TV O.BEAM OI N.FLR. EXISTING SOUTH ELEVATION FLAT CEMENT ROOF TILE RUN CEMENT FASCIA IFINA �I,\_'llllllllllllll,/„ 'lll,\_IIIIIIIIIII,/� I��1�//I INO1 iIIIIIII10iri�1 iIIIIIII10iri�i 1. GARAGE GM WATERTABLE NO FE ■-u� ■�—_ _■■— ■■ ■■— =■y■ .. a. � � i�l�l®ice i/I�I�i► ®®®� ®�► � � s -_ Lulm ,a PROPOSED SOUTH ELEVATION hh9—= 20 —9- T . EL FlN FLOOR j qL (16.5' NAVD) FIN FLOOR ASSOCIATES, Eighteen Via Mizne P.hn Beach. Fl-idn 3344 Phone: (581) B32 1533 Fax: (561) 632 1520 ti 0 MI HA L M f A H AR9030 w NCEIII 1111919 N OCSAN Y 0 22110 0 Ei GATE HOUSE FLOOR PLAN 1 11 1 SOUTH ELEVATION EAST ELEVATION SLATE ROOF COPPER ROOF PAINTED STUCCO BARN DOOR IMPACT WINDOWS AND DRS +18.0' VD FlNISHED FLOOR SLATE ROOF COPPER ROOF ALUMINUM TRELLIS IMPACT NINDOWS AND DRS EL +180 NAVD FlNII. FLOOR GATE HOUSE ROOF PLAN SLATE ROOF SCALLOPED CORNER WEST ELEVATION SLATE ROOF — ALUMINUM TREWS SEMI -FW FM INCH IF NISH NORTH ELEVATION lomp, W'� ASSOCUM, INC CHART AHCHMM Eighteen Via Mizncr P. B..oh. Florida 33480 Pb,...: (501) 832 1533 F— (581) 832 1520 Z O V MI HA L MARK MARSH AR9030 ADDITIONS/P.BOV00N TO RESIDENCE 0 1019 N OCEAN HLVD GDIF 814E�Y, lLOEOIA GATE HOIISE PLANS a 0 0 22110 O M M S CASITA ##1 FLOOR PLAN ® RATE ROOF PAINTED STUCCO IMPACT WINDOWS AND DRS +18.5- NAVD NISH ED FLOOR FIN WEST ELEVATION NORTH ELEVATION 11 CASITA #k1 ROOF PLAN SOUTH ELEVATION tE ROOF PER ROOF WNUN PERGOLA . +16.5- NAVD 4ISHED FLOOR _._._._._.....— . _ ML+1-6. NAVD F. FLOOR EAST ELEVATION ASSOCIATES, INC Ughteea Via W,nez 'aim Beech. Florida 3346C Ph.— (561) 632 1533 Fax: (561) 032 1520 N Z O MI HALMA K MARSH AR9030 a IIRESIDENCEII N OCSAN CMTA f1 i pum a 0 d 22110 0 m m • �S CASITA #2 FLOOR PLAN SLATE ROOF PANTED STUCCO IMPACT WINDOWS AND DRS FL +15.0' NAVD Fl NISHED FLOOR SOUTH ELEVATION limmlIs UNIT ul 11 ELF+15.0' NAw —.—.—.—.—.—.—.— —. —.— FlY NISHED FLOOR EAST ELEVATION CASITA #2 ROOF PLAN WEST ELEVATION NORTH ELEVATION SATE ROOF PANTED STUCCO RECESSED FALSE NINOOW 0FIL1 s_.�0' NAw FlNJ FLOOR ATE ROOF UNTED STUCCO PACT WINDOWS AND ORS EL +15.0' NAw FlNISHED FLOOR AMOCUTM, INC CHARTM ASCHffwm Eight... Via hft..— Palm Beaeh, Florida 33480 Phone: (501) 832 1533 Pax: (501) 832 1520 Z 0 U MI HALM K MA H AR9030 iCie x sT caul CASITA /2 0 22110 0 m _ m a a 17 r\ w IA a (� a 7.. r' 1 [Fj c. MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 n J U U w W U Z LL L11 W Z Q C Q N LLI a a W > a > ix m Q W Z O J a0 >o O• i P a 0 F 0 N w NIEVERA WILLIAMS 09SIGN 625 N- Flagier Drive Suite 502 West Palm Beach, FL 33401 P- 561-659-2820 NIEVERAWILLIAMS.COM 1:Li MARIO F. NIEVERA State of plorida landscape Ardatect Registration No. 6666856 O Mf LII J Q 0 N 11! V Z LL W� W Z Q C Q N J � LU c� CL W Q U Z � a Q LJJ W Z � O Q F �a� >z P P O N C[ W Co W O 2: P N N w NIEVERA WILLIAMS DESIGN 625 N. Flagler Drive Suite 502 West Palm Beach. FL 33401 P: 561-659-2820 F: 561-659-2113 NIEV ERAW ILLIAMS.COM MARIO F. NIEVERA State of Florida Landscape Archite t Registration No. 6666856 �O M U U W V Z LL LU Q W Z Q C Q � LU LL LU Q. Q. W 0 > V Li Z Q Q W zLU o J � � a0 P a 0 Q' W r0 E W Q Z P N w NIEVERA WILLIAMS DESIGN 625 N. Flagler Drive Suite 502 West Palm Beach, FL 33401 P: 561-659-2820 F: 561-659.2113 NI EV ERAW ILLIAMS.COM PL3 -�k. -T^"- �� is is?�T- • 6 � � s. �r 45Ilk r 71s `'• T �� �4" � �� J��•��T�"' 4 `c F i MARIO F. NIEVERA State of Florida Landscape Architect Registration No. i I I I 6666856 I�i t J d L.LI V .. l f LJJ ✓ Z W Ln Q W �W0 W F- Q0If I a EZ iI S r� 5 Q I-- t y 0 W Z II O I I � ■■ I I Jfill NIEVERA WILLIAMS I I DESIGN I` OVERALL SITE CALCULATIONS: 625 N. r Drive I SITE AREA- Txau SQ FT ,DD% SuitePla5 Suite 502 TOTALNARDSCAPL VVest Palm Beach, FL 33401 PROPOSED. tsSOs SOFT -,osr P:56T-659-2820 MINIMUM LANDSCAPE F: 561-659-zn3 REOOSCD 4y�.6666 SOFT DDOPOSED- II 6d SOFT 6bT1w I NIEVERAWILLIAMS.COM NyL°C! o ,LP3 "'J"LP 1F- -� f-a • E 6 xf - -.fir - � a- •�Y = .�� I 0 f — • 1 � D II •± — I H OVERALL SITE CALCULATIONS: SITE AREA- 73.644 SOFT ioow TOTAL HARD SCARE: PROPOSED. 15so5 SO FT 1fo51. MINIMUM LANDSCAPE: REQUIRED 29.a58 SQ FT PROPOSED= 47.666 SO FT 64,72% 01 MARIO F. NIEVERA State of Florida Landscape Architect Registration No. h 5h p� RM:EI% lit,( n M Digitally signed by Mario Nievera LA6666856 Date: 2023.06.06 14:07:11-04,00, N w NIEVERA WILLIAMS DESIGN 625 N. Flagler Drive Suite 502 West Palm Beach, FL 33401 P: 561-659-2820 F: 561-659-2113 EXISIINGHEDGE TO REMAIN MARIO F. NIEVERA EXISTING SEAGPAPE-- W SAe4L PALMS— EXISTING G- IND _CBO State of Florida TO REMAIN rz CT. TO=E4AIN Landscape Architect Registration No. 6666856 EXISTIIJG DR) J-E1V4v �xx,.._. / ARPON TO REMAIN __ ew — ( O EXISTING E4NVAN TO a REMAIN l Digitally signed by Mario I NieveralA6666856 Date: 2023.06.06 EXISTING B 14:07:21-04'00' O REMAIM41N N EXISTING ADOIJIDIAS TO REMAIN EXISTING RALM TO------� — I I '0 REMAIN .a I i Q ---- SEAGRAPE -� 11-18HT. Q V h EXISTING SEAGRAPE GRA'EL 1 EXISIING EUEEER PLANTING TO REMAIN DRIVEWAY TO REMAIN RILL AS NEEDED V GRAVEL ` u DRIVEWAY I F EXISTING SELGP4DE CLU5T E4 w i0 PEMAIN Z Q a J u GRAVEL DRIV E�VAV I I as L U EXISTING COCONUT DALMS U Z II TO REMAIN Q w I I Z o EXISTING Q F SHED $g I 1 O >P EXISTING SEAGRAPE TREES TO PEMAIN /V EXISTING BUFFER PLANTING LAWN TO REMAIN FI.L AS NEEDED I I I IGR EL 1 I In D41V_ AV d UR LAWN I 1 PRO DOSED GP4VE'_ WALOVA /— --- --- FIELD PLACEDTC4"OID TREES ` I O EXISTING SEAGRAPE TO 1 I I REMAIN — _—EXISTINGPALMSTO I1 REMAIN OCR tom! EXI5TINGSEAGRARE \ I TO REMAIN \ II NIEVERA WILLIAMS DESIGN E>JSTING sEn -RAPE 625 N. Flagler Drive TO AEMAIN Suite 502 \ _ West Palm Beach, FL 33401 \ P: 56T-659-2820 \ ® ® ® — _ F: 561-659-2113 NIEVERAWILLIAMS.COM EXIST INC, SEAGPAPE—_----- ---- -- --- _" ----'--'_-- --- - , - -- —1.� 10 REMAIN CASITA EXIS-IIJGO4 TREE TO REMAIN LP2 STONE 0b MCTOPCOUPT 8 T6 34 SCALE: 3/32" = i -O" I I All, I I I MARIO F. NIEVERA I I I State of Florida GR EL I I Landscape Architect Registration No. I I 6666856 I I I Digitally signed by Mario ® I Nievera 56 II � Date 2023 06.06 ® I 14:07:30-04'00' ° 'M I 0 I ° 1 —P RO POSED GDAVEL \ wgLKV14Y TO BE PL4CED 10 I l7 I di:APED A"OAD TR EIS I C EX ISTING COCONUT PALMS TO REMAIN 1( I \ F — EXISTING BUFFER TIL-TING TO PEMAAN I •..•\ (.)PODOCARDUS I I-T., FTB. I � `) I —.....(-)PODOCARPUS HT FTB V . J b� \ I —PLANING BVFFER DL4vTING TOP_MAIN --EXISTING BUFFER D',ANTING TO REMAIN I L LL w \ _ Z Q ° LLJ > Q m O ��� --- N Q 0 w O Z O Q _ 4GJ UST SITE W4LL/ ---- a0 Z CASIT`4 O / ` 07 O inANIMa STONE GA TEOPEIJING �� -- \ p / ) 4 \ 4POT3 MOTORCOUPT — �TCATEDS_AGGAPE LAV/IJ I I GRAVEL DRIVEWAY - III CORAL W ALKWAY O W Q Q ` 1 I � EXISTINGSEAGPgPE TO REFIAIN _ — (-)h11NIMA d DOTS t - EXIS-IN6 SEAGRAPE BUFF=D TO REMAIN O 0) THRIN4X �-(3)GIANT ELEDHANT EAR -ILL AS NEEDED a CT. I GAL. i-)GREEN ISLANDGAL 3 GAL 3 GCRAL GATH T 'IA (-) ROJO CONGO )GAL. EXISTING BGNY4N TO REFIAIN EXISTING DgLMS TO-) REMAINfill (,) THRIN4X 8' CT I I MINi I a'PO`:S � ( (3i LICUALA RHAPIS dHT. w .:.... ..... LAWN OC NIEVERAWILLIAMS PI GREEN ISLAND FICUS--- 3 GAL. � 3 M DESIGN \ . :. -. 625 N. Flagler Drive —_•• __ -•_ Suite 502 ...— ® West Palm Beach, FL 33401 - 5 LAWN P:561-659-2820 GRAVEL a ...,.,•..,� .. ... .. _... r - I F: 561-659-2113 SERVICE CGURT 4 LAWN NIEVERAWILLIAMS.COM -°' 6 TER ACE LJ m 1 R A ..� vo- -o "o allc Z- I LP3 F \ — _ .. __— EXISTING SEAGRA 5 IT r n P LAI%N �2 4 8 16 G€ki' N:ILL AS r SCALE: 3/32" = i-o" EXISTING SEA (FI! L ALL HEDG! (-)GREFN EISTINGSE {FILL ALL HEDG! To FILL ED SEAGRACE IN FILL AS NEEDED 4SEED MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 E) Digitally signed by Mario Nievera LA6666856 Date: 2023.06.06 14:07:37-04'00' w U Z N w NIEVERA WILLIAMS DESIGN 625 N.Drive Suite 502 u IIIIIIIIIIIIIIIIIIII I I I I l l l i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 111 I 1 West P: 334ot 56-665-2873 IIIIII 1 j1111111111111 I Illllllllll II IIIIIIIIIII I I I I l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NIEVERAWILLIAMS.COM IIIIIIII 111111111111 III I LP4 (IIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII III IIIIII IIIIIIIIIII I'I111111111111j1 I IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII ,IIIIIIIIIII ,IIIIIIIIIIIIIIIIIII I0 2 4 16 24EEET _ T SCALE: 3/32" = i -o' Notes: STORMWATER RETENTION CALCULATIONS 1) Exfiltration trenches and storm piping to be protected from roots with a root barrier. A. SITE INFORMATION ' 2) Roof drain downspouts are to be connected to the proposed Total Propcm Arta = 80,199 sq.❑. drainage system. Contractor to provide engineer with Drainage Area Imperious Surface = 27,Dl sq.it I Ex. Golf Course downspout locations prior to installation of drainage system. 9 3) Ex£ltration trench design uses an assumed value of hydraulic Drainage Area Pmious Surface = 52,96R sq.tt. I conductivity. Client may obtain a site specific test for B. ESTIMATED STORMWATER RETENTION VOLUME IGGING0NE CALLNC.m F hydraulic conductivity prior to exfiltration trench installation. 4) Contractor shall mill and overlay all roadway cuts a minimum The mtentinn -1— is est—Iod using the Entinal Method (Q--CiA) .here: C = LD (ntn—us surfo«) See Plan Enlargement I Proposed Deck of 50 ft. on either side of the excavation the entire width of C - 02 tpersi--fissE) // C-3 i each affected lane. Ian/� (Sheet 5) Contractor is responsible for installing and maintaining erosion Imp—inuasort eoRunofT Volume: COASTAL CONSTRUCTION CONTROL LINE�i9 proposed Pool control measures daring construction. 1.0 x I iNhr x 27201 sq.R. x 1 R /12 in. = 2267 tuft. 6) Video inspection of storm drainage system required prior to installation of sod. Pervious R,mnff Volume, 0.2 x 1 in�hr x 52.988 siLft x 1 R/12 in. = 883 cu.ft r -7 N89° 12'35 "E 4 — UGHT POLE _ — — — — — — — Total Volume to be Retained = ?,150 cu.B. I I C. PROPOSED EKFD.TRATION TRENCH SIZING I I 9 + I L W = Total Length of Trench Provided = 100 ft = Trench Width 6 ft I \ h}+ I b + Proposed Gazebo K = Hydraulic Conductivity 0.0001 cfs sqft [I of hud H2 DU Depth to Water Table = 600 ft ateTrenchI = Un-Saturd Depth 400 ft I + / s\ + ..�+ 1}.� + DS Saturated Trench Depth = 0.00 R I + V = Volume Treetcd = 3,679 It + / + a� O \ + I 9 \ / Proposed 6 i / Walkway i °J �}+ See Plan Enlargement Ex. Golf Course �' (Sheet C-2) 1 � v� \ I 6'W X 4'D X 700'L EXFlLIRATION TRENCH WITH 12' PERF. ADS N-12 PIPE I M/ '� ,ro+ \}°j h 3_ �� �+ I TOP OF TRENCH EL = 12.00 I z J9 1hr0 I \°j \ Proposed T.O.W.EX.SEAWALL T.OEL = 10.Bf PIPE INV. EL. = 10.00 Proposed Motor + A\+ o + Court B9 �' I cz LOCATION OF E%. Walkway Y rv'1 N I PROPOSED TRENCH SYSTEM (SYSTEM &2) I + + + OO + s 4 MAIN HDUSE SEPTIC SYSTEM; MAIN HOUSE SYSTEM TO BE EXPANDED TO I UNOBSTRUCTED AREA REQUIRED = 563 SOFT. INOBSIRUCIED AREA PRONGED = 595 SOFT. I ,�� + \ + ACCOMMODATE PIP p I GRAINFIELD AREA REQUIRED = 375 SOFT. \.. \ I I I ADDI110N O'O — — +ry+IIOF MAGNAIL ONNSEAWALLE%. BACKFLOW / a I ELEV. = 10.77 NAVD PREVENIERCTRIC �' E%, ANHOLE _— BO%roposeL� :\EX. I ` $r-7Ez. tOffice + wA R METER +ropRsedlGaraooposed Cmrag J �� ++NYLOPLAST DRAINASIN WI7H B+RA 3.17N89°12'3++��24' "� NILOPLAST DRAINp�Proposedrvway EX. LIGHT POLE \ BASIN WITH BAFFLE 1. , F. GRATE EL = 13.42 I t �I I +^p I ,�� b } + +\a \ ti99+ _ ° ��+ �— S89°12'35"W — — — — O _� J 0 �-I 1+ \"\ —37Tf — — — _ \� — — — — — — — —+ Revisioos rryye� ^"•I �/ GRAVItt SEWER AT s �+ I I MIN. 6' RAISED CURB MIN. 6' RAISED CURB o�6 ( �+ 9 L �. MIN. 1/B'/FT. SLOPE sops ��+ s I Proposed Two Story Structure 1 2 Its a\� —a —a —� s\ g Min. F.F. Elev. = 16.50 NAVD a + + i"` 5 a I MIN. 1,125 GAL ' CATEGORI 3 SEPTIC $ 5 6 OOOppp �{ + ting $eAx`1Ce a _ TANK (SEE NOTE 4) I I \ _.� y .\ 7 B 90 .�yl{ + \�,�Court + 5 I IG + p z l J (to be renovated) y. ��ry o+ Rp I }.\ ' ' \ \ 5 Legend I I EX. PO R POE I \ \ Proposed One Story tl Chad M. Gruber }}+ Accessory Structure #3 I + EXISTING ELEVATION PER - I EX.'BAQKFLOW PREVENTE Existing Shed h" MILLER LAND SURVEYING (NAVD-88) Min. F.F. Elev. = 15.00 NAVD � � �' �ATER I I, R �%. J (to remain) Proposed ' PROPOSED ELEVA ON (NAVD-88) 9 lv TRANSFORMER AD — — — — — — — — — — — — — — — — — — — Walkway — — — — — — — — — — — _ — J I-"-zOD-- PROPOSED ELEVATION CONTOUR (NAVD-88) FLPE.No.57a66 Proposed One Story Proposed One Story - FLOW DIRECTION I Accessory Structure 91 Accessory Structure 92 EXFILTRATION TRENCH Em Min. F.F. Elev. = 18.00 NAVD Min. F.F. Elev. = 16.50 NAVD ■ AREA DRAIN 0 10 20 40 80 sheetNo. YLOPLAST DRAIN BASIN ® C_ 1 WT HNBAFFLE Scale: 1" = 20' Plan Background from Hardscape Plan by Nieves Williams Design Received 6/5/23 0 2023 Gruber Consulting Engineers, Inc. 48 HOURS BEFORE DIGGING CALL S TE ON L I 6 u EX. ELECTRIC \ . PANEL B BOX / I _ _ — _ — _ z — — _ — _ _ _ _ _ — — — _ — — / n - EX. MANHOLE �\ PREVENTER OW — _ _ _ _ — _ _ _ _ J_ _ + Pr�N I I EX. WATER ME R — — — — f W Proposid One Sto Accessory Structure 1 Sh 0h Y6p'W X 4'D X 1001 EXFILTRA110N BENCH Min. F F. Elev. = 18.00 NA D '� `� 6 — — — — — — — — — — s m PIPE IN EL =A000 DS z PPE I — — — — — — — — N89°12'35"E 172. 1 DP of RENGH EL 0 12.0o n 1} X s 3tih € Proposed Driveway 24' NYLOPLAST DRAIN BASIN WITH BAFFLE �� 1 e+ /s \ }GRATE EL. = 13.17 ' s I � \ h� II 1 + -"-� .\ ,� '\�o \}�5 RAISED CURB \\ PROPOSED TRENCH SYSTEM (SYSTEM A2) Y. \ a$ JP UNOBSTRUCTED AREA REQUIRED = 563 SOFT. + \ UNOBSTRUCTED AREA PROVIDED = 595 SOFT. + '� I 09+ bh7 \.\ DRAINHELD AREA REWIRED = 375 SOFT. h p GRAVITY SEWER AT MIN. 1/+/FT. SLOPE \ ^V 00 D I bb h+ , \ 0o Oh+IS MIN. 1,125 GAL. n + ,'.� h0.+ Yam. CATEGORY 3 SEPiIC—.—, TANK (SEE NOTE 4) — fy I H. ��Existing Service Court V. �j I \�� (to be renovated) I� I 5 o } + Proposed One Story s50 Accessory Structure #3 in. FT Elev = 15 00 NAVD IEX. POWER POLE \ — o I t N EX. RE ER Proposed One Story Proposed 3 Accesso Structure #2 Walkway 4 ph � EX. VYAiE METER ,tio I EX. TRANSF RMER PAD b I Notes: 1) Exfiltration trenches and storm piping to be protected from roots with a root barrier. 2) Roof drain downspouts are to be connected to the proposed drainage system. Contractor to provide engineer with downspout locations prior to installation of drainage system. 3) Exfiltration trench design uses an assumed value of hydraulic conductivity. Client may obtain a site specific test for hydraulic conductivity prior to exfiltration trench installation. 4) Contractor shall mill and overlay all roadway cuts a minimum of 50 ft. on either side of the excavation the entire width of each affected lane. 5) Contractor is responsible for installing and maintaining erosion control measures during construction. 6) Video inspection of storm drainage system required prior to installation of sod. Existing Shed D (to remain) Min. F.F. Elev. = 16.50 NAVD Legend + EXISTING ELEVATION PER h� MILLER LAND SURVEYING (NAVD—B8) O/ p� PROPOSED ELEVATION (NAVD-88) — —zoo— — PROPOSED ELEVATION CONTOUR (NAVD-88) �---- FLOW DIRECTION EXEILTRATION TRENCH ® AREA DRAIN ® 24" NYLOPLAST DRAIN BASIN WITH BAFFLE N 0 5 10 20 40 Scale: 1" =10' r�Aj Chad M. Gruber FL P.E. N. 57466 Sheet Nu. C-2 Plan Background from Hardscape Plan by Nievera Williams Design Received 6/5/23 C 2023 Gruber Consulting Engineers, Inc. I EX. LIGHT POLE N89°12'35"E _4401± — — — — — — — - - — — — — — — — — — — a / p. pgsed / h+ B I a Proposed Pool If Iosed Deck + 9 + / 1' I =� p ,4 + + / I � / Proposed I e I I P I / Walkway 48 HOURS BEFORE DIGGING CALL 1-800.132-4 'a SUNSHINE STATE ONE CALL OF FLORIDA, INC. b + + �yh >� I + a�`ti Legend qb\ 1 Q d 5. 'e+ + EXISTING ELEVATION PER MILLER LAND SURVEYING (NAVD-88) �z + PROPOSED ELEVATION (NAVD-88) �/ PROPOSED ELEVATION CONTOUR (NAVD-88) N I FLOW DIRECTION bI F, a�i to so EXFILTRATION TRENCH � 5 �5 N \ct+ I I ; R �+ ® AREA DRAIN 0 24" NYLOPLAST DRAIN BASIN NTH BAFFLE / a` , r �y+ S9 �. -- ®I -•ham rV ,q0+ TV y + o� / + Proposed Motor AREA DRAIN \+ Proposed Y =-`•� M Court CRATE EL = 14.25 O I AREA DRAIN GRATE EL = 15.25 Walkway N 00 ^+ _ o + °° N _ / + a + +r i I APPROX. LOCATION OF s JSy DRAIN I I EX. MAIN HOUSE SEPTIC GRATE EL = 1 5 I I 1 SYSTEM; SYSTEM TO BE Revtisiorts. / s ; O + I I EXPANDED TO ACCOMMODATE 0 5 ID '_0 40 / + � w + GRATEDEL N 15.25 w 9 p,L+ I I PROPOSED ADDITION T _ 2 / �b •.��� 16. 8 HDPE INV. EL = 12.5p na, , I I I �ry�+ �+ Sale• 1 10 - 8 HDPE INV c I I I � n— I S ,L+ �h 1 - + �A 1 / ��6J•IW % 4'D % 100'L E%FlLIRADOf ERE 0P OF•TRENCH EL = 1100 E J\^ PIPE INV. EL = 10.00 24" NYLOPLAST DRAIN GBASIN WITH BAFFLE , RATE EL. = 13.17 \ ��+ � MIN. 6' •� \ j5 �2AI6ED CURB + �a 6 Proposed Office AREA RAII GRATEDELN 14.25 '� g AREA DRAIN GRATE EL = 15.25 , 16.0099 59 1 I -..,L�--I_ _ �I 'FoO+ J BENCHMARK: 7 8 9 10 8' HOPE _ 7J TOP OF MAC NAIL ON SEAWALL ELEV. V, EL. < 12.00 p1A I = 10.77 NAVD Proposed Garage I + ,P 61 I Proposed Garage + 1 �o 1 , �+ EX. SEAWALL T.O.W. EL. = 10.84 Chad M. Gruber �,5+ _-j + } 0 � o s ' o FL P.E. No, 57466 9 + 11Sheet No. I9 24' NYLDPLAST DRAIN EX, LIGHT POLE J BASIN WTH BAFFLE Proposed Two Story Structure C-3 GRATE EL = 13.42 + �+ Min. F.F. Elev. = 16.50 NAVD Plan Background from Hardscape Plan by + I + Nieves Williams Design Received 6/5/23 MIN. 6' RAISED CURB "=G-a;-or + + -- -- -- — 9 Nber Consulting Engineers, Inc. -- -- -- — 35"W 377'f a General Notes & Specifications: 1) Theeonttacmr shall check all draxirtge fummhed immediately upon their receipt and shall prompU, notify, the engineer in x,t,,g of env discrepancies. Amthing shorn on the dm,ymgs and not mentioned in the specifications or mentioned m the spedfications and not shown on the dnwings, shall be,[like efTwt w if shown or menfncd in both. 2) Figme marked on dmxings shall, in general, be f flowed in preference to scale meaamememrs. Large scale dmxings shall to general. gmem small scale drawings. The contractor shall compere all dmxings and verify the figures before laving out the work and ,ill be responsible for any errors which might ha,e been avoided thereby. When dimensions on the dmxings are off 1 d by the hpc of equipment selected, the contractor shall adjust such dimensions as conditions Prosy require. 3) If the contractor, in the course of the work. finds any discrepancy behvren the dm-trgs and the physical conditions of the locality, or poi- in the drawings or In the I .... a as given by nts And i strrlaliom. o, discovers unfbrescen tmdergmued or ,1— ground conditions or env other umxp=ted conditions requiring additional work b)the contractor, it shall be his duty to immediately inform the engineer, in —hrig, and the engineer shall promptly check the et—, fthe information. Any work done .Be, such di..,A,- until em nae—y changes are authorized. Mill be done at the emnnytofs risk. 4) If— part of the e.m.elota work depends, for proper execution or results, upon the work of am other comrector, the contractor shall inspect and measwe—1, .).ad, in place and shall at once report to the engineer any discrepancies beMxen the executed work and the dmxinga. 5) The engineer or hia aPthmizd representative shall have free awes to the work of the contractor At am. time for the purpose of inspection. The contractor shall fwnish the facilities to determine. as best as can reasonably be done. the earn and gwlih of the —1, pew mld. Such assistance of the carma ew, shall, if necessary, include the unc,v ,i,g- teeing or removal of portions fthe finished work. 6) All debris shall be m—Ad from thearea ,it legal])' disposed. Debris may be bmmed upon obtaining proper buming permit but u,bomd remains are to be dep,sed,faa directed by the owner or his'Pime ntatites. 7) The co,tmdo, shall be responsible for protecting all buildings, stm—A. and ntilities that are nndergromnd, above ground, or on the —fiaea against construction operations that may be hmardous to said facilities and shall hold and save the n— MITI] —against all claims of damage. The conhactor shall. by repair or replacement, q,,] or belle retum to er condition ell pavement, sidewalk, lawns. utilities and other items damaged by this eanstm,mon activity. 8) The Conem, shall be respible for obtaining all regrdred testa and shaljons submit reports by .n indepandent testing laho,atory approved by the engineer. Should any test fail to meet specification as shorn herein, the contractor shall. at his p,nse, correct all deficient work and submit baboon— teat resuts showing compliance with these specifications. 9) All work shall be performd in a workmmanner an like aer and shell conform with ell applicable City, Co.,. State and Federal reg,IUmns and/,, Codes. The contmemr shall ohrrin all permits and licenses required to begin work. 10) The contractor shall ,,,,ally examine the emiatmetion site to detem a, the amount of clearing and existing facilities to he replaced, removed and/or relocated which may be required in mde, to complete the work. 11) The contractor shall give the engines 48 hours notice Enter 1, requesting nPlIa d nepecfma and shall supply ell equipment necessary to properly test and nepcet the completed work. 12) The contractor shall gylemnlee ell work and materials for a period of oneear from the date of protect e..=, dwi,g which all faulh construction and/Dr materials shell be corrected at the earn tor', expense 13) An Lurk Shan be accomplished in a safe and —kenaNike manse,. The contractor shall comply with all applicable laws and regulations ,few public and/or pricete trody haying junsdiction for the tufty of persons or property or to protect them from damage. im m-V or loss and shall erect.,d maintain all necessary mfg—ds for such sefety and protection. The responsibility for protect mfeh rests solely and specifically with the conhactor. Local agencies and their emplo,ees and agents are specifically indm entGed and held hamrless from am actions oIth, emm.ewt relating to the aefeh procdures implemented timing construction and from am claims brought by any persons regarding safer♦. personal injury„property damage. 14) Minimum Construction l,spmti„Chmkp,,,ts: ILA Firm, many major deviation from the apprmd plans 2) Prior to backfilling of m trenches containing hydraulic emrdl its so that Pointing may be mutually approvd 3) Upon completion of subgade compacting 4) At the rime of deli,en' of base mA.f.15) Upon completion of the I— and Faro, to priming 6) Im n ihIv eh prior to and upon the first and second applications fthe plant mixed wearing course 7) Upon ,mplet,,, ofwn,tm,d,,, a final,mpmtion will be made with project representative 15) All unsuitable material such es mtrck, marl and debris shall be _.,Ad from the limits of,,n,t,mfi,n and legally disp,sd. At the engineer's di,ecfinm, muck may he stockpiled ..,he site at designated locations for use in landscaping. 16) All material cad equipment to be famished and/or installed by the eonhacto, for this project shal I be grlamnteed for a Famed of one mear from the date of final acwp.— thereof, against defective . ,], design and —Lon—hip, Upon receipt of notice Oman the r of failure of am' part of the grlaranteed equipment or malertafs Tirant Timing the guaee peedff, the titd part, parts or materials shall be replaced prompt), with new parts or matenals b, the coto ntmcr at no expense In the msner. In the event the contra., fails to make the neeea-v replacement or repairs within en (7) days gnat nohf—tiott by the,,,c,, the owner may aecompush the —k at expense of the eent—t.,. 17) The wstrader shall eemplete'az-built' information mini, a to pipe Img(hs, m.ten.ls and any it,, air,, from plans and pm,ide a -pi of such to the o,ne, and engmee, for final aee.p—a of the -noremea nark. MIN. COVER TO RIGID PAVEMENT, H 4' FOR 12'-24" 6' FOR 10'-60' NOTES: ANAL BACKFILL MIN. COVER TO FLEXIBLE PAVEMENT, H BACKFILL SUBGRADE 1) ALL PIPE SYSTEMS SHALL BE NSTALLED IN ACCORDANCE WITH ASW D20,•STAN1ARD PRACTICE FOR UNDERGROUND INSTALLARW OF TERM(MASPC PIPE FOR SEWERS AND OTHER GRANIY ROW APPUCATWS', LATEST AMITION 2) MEASURES SHOULD BE TAKEN M PREVENT MIGRARON OF NAM THIS HIM SACKFUL MATERIAL, WHEN REWRID J) aIIT IIIE� WHERE THE TRENCH BOTTOM IS UNSTABLE, ME CONTRACTOR SHA11 EXCAVATE TO A DEPTH REWRED BY ME ENGINEER AND REPIACE WIN SUITABLE MATERIAL AS SPECFED BY THE ENGINEER. AS AN ALTERNAll AND AT ME D6LTtET10N OF THE DESIGN ENGINEER, ME TRENCH BDTRIM MAY BE STABUIID USING A GEOTEXRLL MATERIAL 4) BEDM SUITABLE MATERIAL SMALL R CLAM I, II W III. ME CONTRACTOR SIIALL PROLE DOCUMENTATM FOR MATERIAL SPECIFICATON TO ENGINEER. UNLESS OTHERWISE NOTED BY ME ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4' FOR 4--24- PIPE; 6' FOR 30'-6C PIPE 5) NIRAL BACKDHL SUITABLE MATERIAL SHALL BE CLASS I, B OR It IN ME PIPE ZWE EXTENDING NOT LESS MAN S' ABOVE CROWN OF PIPE. ME CONTRACTOR SHALL PROVIDE DWUMEITATON FOR MATERIAL SPECFICARW TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REWIRED IN ASW D2321, LATEST DUTCH. 6) HHHO Q2fa MINIMUM MAIL H IN NW -TRAFFIC APPLICATIONS (CRASS OR LANDSCAPE AREAS) IS 12' MGM ME TOP OF PIPE TO GROUND SURFACE ADDUMAL WAR MAY BE REWIRED TO PREVENT ROATAiIW. FOR TRAFFIC APPUCUWS, MINIMUM COVER. H. IS 1B' UP TO 48' DIAMETER PIPE AND 24' OF COVER FOR 5C-60' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TRENCH AND BACKFILL DETAIL N.T.S. ELEV. 12.0E ELEV. 10.00 12' DIAL PERFORATED PIPE NO. 4 CLEAN, WASHED ROCK 24" NYLOPLAST DRAIN BASIN YIOI NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET TON TRENCH 100' 57 ROCK IS NOT EPTABLE FOR USE IN LTRATION TRENCH FILTER FABRIC SEAMS 1AVE MIN. 12' OVERLAP E ROCK WRAPPED IN 140 NL FILTER FABRIC Oft APPROVED EQUAL EXFILTRATION TRENCH DETAIL N.T.S. 24" DUCTILE IRON GRATE STANDARD APPROX. DRAIN AREA = 194SO SCAN. APPROX, WEIGHT NTH FRAME = 124.00 LES. STANDARD GRATE HAS H-25 HEAVY DUTY RATING SOLID COVER HAS H-25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 10-50-05 MATERIAL: DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE/COVER v GRATE �A—I1.506—A 00 00 �o mm sTANDAHD IN—) In' DRAM AREA - 6Y7 SD. NW IOU® ARE COVER Fro EI51' ALLE3G IQ PEDESTaAN (H-10) MTED BOX) CRAZE DR.HAREA - 51A 50 I- IP Dl�CT4E mtOx GRATE /x —DNm DRAIN AREA - ..7 50. HCH SOLD DOAD MATWAL CASs TRW OUALTY: MATERIAL STALL mxrpol ro ASTN AIB - CN4 3DB PANT: CASIIAYS ARE M HISHD) YNN A BLACK Par NOTE. TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NOS, OR APPROVED EQUAL AREA DRAIN DETAIL N.T.S wore A1NR AND I10 mIN1 ro aE AWIM YWM NI ORExMr. aPPRorcD Eau All PEP AHD PVC MNG SHALL PROVIDE A MANNING',,mTW FACTOR OF — OR IEM. a a G.012) 18 HOURS BEFORE DIGGING CALL 1-800-I324770 SUNSHINE SFATE ONE CALL OF FLORIDA, INC. rw �� am�,N,w RSF PEP RPNC, LIE# SPECEIm, SHALL 6E BY ADs OR AN APPROVED EOUnA-EAT. ALL ,TTNGS/COUPLNGS SHALL RE 'PRO l R in' Qi 'SMES 35' NOTE PVC A -tom, SIR J5 oR No PVC WNx 0.MNC RDL AND SPIGOT JSNIS ARE ACCEPTAHEE EWNNA'T S1SrDMB Lr,r PIPE - AHD SHEET LAW PLAN DIRECT RISER INLET: TYPICAL INSTALLATION N.T.S. CONCRETE DRAINAGE CURB (MIN. 3,000 PSI AT 28 DAYS) 8' CONCRETE DRAINAGE CURB CROSS SECTION Jcale: 1/4" = 1'-U" 0 2023 Gruber Consulting Engineers, Inc. 8 7E 4 R U c C IS V r o`d'f z - m u ❑ L h a U 0—_ 0—_ 0- 0— m— DShl No* Notes Sewage Disposal Calculations (System 42) 1) Removal of any existing septic system and installation of any proposed septic system shall be in accordance with the current A. Profactlnr aeon specifications and standards of Chapter 62-6 of the Florida Administrative Code and Chapter 381 of the Florida Statutes. Nat aaabla lot aiza: 1,841 aa. EX. Golf Coursen 2) Fill material used for septic system installation shall meet the Propomd accas stry a —I spa«: 500 aq . requirements of the current specifications and standards of Chapter Proposed accessory stmctura al bedrooms. 1 bedroom 9 62-6 of the Florida Administrative Code and Chapter 381 of the Proposed accessory structure f 2 space: 282 sqR I Florida Statutes. Proposed aeea:sort' swamre N2 bHmoms: 1 bad- 9 3) Septic system drainfield area shall be sodded immediately after the Proposed accessory' 9m 1,n n3 space. 262 sqA. I drainfield has been covered. Propomd accessory Henson a3 bedmoma: 1 bad room 9 Proposed posed Pool Dec 4) Contractor to determine final amount of cover over septic tanks prior TT, of drainfield configuration proposed: Trench I to tank installation. Final cover of 18" or less with the wet season Estimated soil loading rate: 0.8 gpolsq.R. COASTAL CONSTRUCPON �� water table below top of tank requires min. Category 3 tank. Final B. Estimated Deily Floe -Calculations CONTROL LINE Pro cover of 18" to 48" or a wet season water table above the top of tank Propomd A--S —ram n 1 9 requires min. Category 4 tank. Contact engineer immediately if se — N89° 12'35"E _4� 'Q_f 'amount of cover over tank will be greater than 48". 0-750 sq. R. I bedroom equi,alent 100 gpd — _ _ _ — Propod Accenary Structure N2 y + 0-750 sq. R. I bedroomaqunalant 100 gpd / + tl proposed Accessory Structure M3 / ��} I 11 + k _ kZ ti 5�N $, >. V 'R- 8 EX, LIGHT POLE C7 Proposed Gazebo 48 HOURS BEFORE DIGGING CALL t-8o0-ti24 70 SUNSHINE STATE ONE CALL O�FTORIDA, INC' 0-150 sgR. I had- aqui,alem 1OOgPd + Total estimated daily Ron = 300 gpd / + . ° + ,. , -_- I `••Y + }76 , = 8 Y u C. Prop—d Saptic Svstem Specifications }}�+ € N g •o Mnimum Trench Septi S t Specifications R Dramfidd Arc 375 �� }..... T + 0 : e `o quired q.R. R Unobstructed A I �a , + + o „ Z b p quired 563 sq.R. Min. Septic Tank Size 1.125 gal. / !�� -_ �+ + 09° OHO + G O v + + \ \^ O 5 3 5 c �4 U / Proposed 6 / Walkway I °J i 1 I a a E%. ANHOLE E%. WA R METER ° I I ti `^ I c� a 9 9 C C11 L U C) D 1••s l OI �I EX. PO R POLE / EX' BACKFLOW PREVENTE EATER �X. TRANSFORMER AD I I I 1 h y y + + v Ex. Golf Course v /+ 6 i rn + o' o IW b 9 O I 3 0+ w o + G s+ ti N l c I 1 p + ti + N w' 0+ Z e 11 I Ili, EX. SEAWALL T O.W. EL. = 10.8f •�"' Proposed Motor p + Proposed 0�1+ .. + Court / + ro9 J' I + Y3Jal a APPRO%. LOCA70N OF EX. y MAIN HOUSE SEPTIC SYSTEM; N y PROPOSED TRENCH SYSTEM (SY51EM B2) UNOBSTRUCTED AREA REQUIRED = 563 IQ FT. { �� + QO s SYSTEM TO BE EXPANDED TO ��,. UNDBSTRUCTED AREA PROVIDED = 585 SQ.FT. + .,rt + \p + b° ACCOMMODATE PROPOSED DRAINFIEID AREA REQUIRED = 375 SOFT. �' / o,,.,.s } ^• . O\ tlI :°' I 1 I AUGHN DO > { r0 /x { ❑ + + I I I BENCHMARK: `: + ,h�' 1 I I lt OF MAG NAIL ON SEAWALL •CP` �+ o v r/1 EX. BACKFLOW s + / � , I �ry ELEV. = 1D.77 NAVD o' O PREVENIER `— _ _ _ — — EX. ELECTRIC PANEL h BOX / ropose ^� L 9; �� + a °� O — — — — — — — — rop�sed Grarag g I rt1J I+ I + — o P ' � _1411 &roposed Crarag ZZ J ^ 9+ + + C \ �� p + _ + � O g 1`189° 12'3�+ I z Proposed Driveway .\ �,ya `� ,9 If +� + EX. LIGHT POLE + Y + V.\ �'•,g° \�'�,� � + ,�� tic + ^"� \ \ \ + �- S89°12'35"W 37Tf ,"° + + GRAVITY SEWER AT \ /6°° \ p + MIN. 6' RAISED yy CURB I MIN. 6- RAISED CURB off° Re.isiovs �- MIN. 1/8•/FT. SLOPE \ '� 9 1 + `s I Proposed Two Story Structure 2 �+ —a „�R —a —4 —� \ Min. F.F. Elev. = 16.50 NAVD 4 { 0+b s a I 5 �1 °O + Oh MIN. 1,725 GAL \ + \•� CATEGORY 3 SEPTC 9 6 7 TANK (SEE NOTE 4) Y.Y I 8 +ting SeMte e �+ ,tA CouTIN + ` �� ..... + 01� I o .' (to be renovated) �. } / \ \'� + / Proposed One Story 9 Chad M. Gmbar _ _ _ _ // Accessory Structure #3 I Legend Existing Shed Min. F.F. Elev. = 15.00 NAVD (to remain) PI'OPOSed e� EXISTING ELEVATION PER MILLER LAND SURVEYING (NAVD-88) ' T Walkway I 11\VI SEPTIC SYSTEM UNOBSTRUCTED AREA FL P.E No. 57466 Proposed One Story Proposed One Story — Accessory Structure # 1 Accessory Structure #2 _A — GRAVITY SEWER AT MIN. 1/6"/FT. Min. F.F. Elev. = 18.00 NAVD Min. F.F. Elev. = 16.50 NAVD —" —" — WATER SERVICE LOCATION O SOIL BORING LOCATION 0 10 20 40 80 Sheet No. SS-1 Scale: 1" = 20' Plan Background from Hardscape Plan by Nievera Williams Design Received 6/5/23 © 2023 Gruber Consulting Engineers, Inc. y' py i ` �.di' '"i .,s '�' � pYr S J�� ;`,•Y.( �C jl ��y� f It r. r 2 _ �a,-�e s � • . _ s . { - i� �.a� y � STD ti ^ s 4 . �' �T VSf •. i�+t •�1 IV - KIP. - .yr _. _ ,- .. . • _ r t1, - � i : /I Vi 4�. rr A TL 'gas 10