Loading...
HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 03_02/04/2010VILLAGE OF TEQUESTA DEPARTMENT OF COMMUNITY DEVELOPMENT 345 Tequesta Drive • Tequesta, Florida 33469-0273 (561) 575-6220 • Fax: (561) 575-6224 January 20, 2010 Jamie Gentile, AICP GENTILE, HOLLOWAY, O'MAHONEY 1907 Commerce Lane Jupiter, FL 33458 Re: WEST MARINE, SITE PLAN REVIEW APPLICATION Dear Jamie: Please be advised that the above referenced application for site plan review has been placed on the agenda of the Planning & Zoning Advisory Board meeting scheduled for �—� February 4, 2010, at 5:30 P.M. in the Village Hall Council Chambers, 345 Tequesta Drive Tequesta. You and/or a representative will need to be in attendance to present your application and answer any questions which may arise. If you have any concerns, please feel free to contact me. Very truly yours, J nne M. Burnsed min. Service Center Executive cc: Tequesta Investors, LP Mike Everett, West Marine AW JMB/pn MEMORANDUM TO: Planning & Zoning Advisory Board Members FROM: James M. Weinand, Fire Chief / Director of Community Develop Joanne Burnsed, Executive Assistant % DATE: January 27, 2010 SUBJECT: Site Plan Modification West Marine Retail Store 285 U.S. Hwy. One Attached is an application for site plan modification from Tequesta Investors, LP, owners of Village Square Shopping Center, for a West Marine Retail Store. Proposed project to include: • A 3,574 sq. ft. addition at the rear of space 285 U.S. One So. (currently occupied by Nautical But Nice) • New storefront windows • Increasing the overall height of the building to 23' • Reconfiguring parking at the rear of the shopping center to meet code • Revised Landscaping/ Paver Walkways These plans were reviewed at Development Review Committee by Fire, Police, Community Development and Utilities Departments, whose comments are attached and have also been forwarded to the applicant for their information. This is has been placed on agenda of the Village Council meeting on February 11, 2010, for consideration. Thank you. /jmb Attachment Memorandum To: James M. Weinand, Communi From: James M. Weinand, Fire Chi Date: January 25, 2005 Subject: DRC review comments 0 r he Shopping Center for We t, a ri n e Director proposed expansion of Village Square I have reviewed the proposed expansion of Village Square Shopping Center for the West Marine and offer the following comments: 1. In the rear of the shopping center must be clearly marked as "no parking" and/or "loading zone only" to provide adequate access for fire apparatus and firefighting operations. 2. Fire protection water supply for this shopping center is not adequate. Improvements in the water system are required and any additional water mains must be looped. The fire protection water supply must be modeled and capable of providing the required fire flow as indicated below; a. The minimum required fire flow shall be in accordance with the Florida Fire Prevention Code, Section 1, Table H.5., which indicates buildings between 70,601 and 77,000 square feet, with construction type of Class 111 (200) shall have 5,750 gallons per minute @ 20 psi and a have a duration of at least four hours. b. The minimum number of fire hydrants required to accomplish this 5,750 gallons per minute fire flow is six (6) with spacing no more than 250 feet apart. This in accordance with the Florida Fire Prevention Code, Section 1, Table 1.3. c. In accordance with the Florida Fire Prevention Code, Section 1, H.5.2.1, the required fire flow can be reduced by 75% if the property is protected throughout with an approved automatic fire sprinkler system, 3. Fire alarm systems shall be provided in accordance with NFPA 101 and NFPA 72. 4. As -built drawings will be provided to the fire department in the following format: one full size set, one 11" by 17" set and by electronic AutoCAD format. 5. Key access box needs to be provided. If you have any further questions, please do not hesitate to call me at 744-4051. K\Administration Documents\FIRE PREVENTION FILES\DRC Reviews\Village Square Shopping Center Expansion.rtf W VrZI TEQUESTA POLICE DEPARTMENT MEMORANDUM PT To: Joanne Burnsed, Fire Department/Community Development From: Captain D.J. "Rick" Ricciardi Date: January 25, 2010 Subject: DRC - West Marine Retail Store Are there plans for any type of security alarm and if so what will it encompass; i.e. windows, doors, glass break, motion detector, etc.? TEQUESTA UTILITIES DEPARTMENT MEMORANDUM TO: JIM WEINAND, COMMUNITY DEVELOPEMENT FROM: RUSSELL K. WHITE, PUBLIC SERVICES MANAGER SUBJECT: WEST MARINE SITE PLAN REVIEW DATE: 1/22/2010 After review of the site plan for the above subject, I have the following comments. • The address for the existing unit is 285, not 281. • The location currently shares a water meter with the vacant unit to the north. I would require that the connection between them be severed and metered separately. • 1 would require that the owner of the Village Square bring his property up to current drainage standards. The property currently does not have adequate drainage for all of the impervious area. This causes undue water flows to the private neighborhood to the east (Waterway Village) creating a negative impact to their existing drainage system. I understand that the tenant is anxious to move in, so I would recommend either a letter of understanding between the property owner and the Village be drafted in order to set a timeline for the drainage improvements, or a conditional CO for the unit based on bringing the property up to standards. Please feel free to contact me should you need additional information. MEMORANDUM TO: James Weinand, Fire Chief / Dir. of Community Development FROM: Joanne Burnsed, Fire Dept. /Community Develo DATE: January 27, 2010 SUBJECT: Proposed West Marine Retail Store 285 U.S. Hwy. One So. After reviewing the site plan for the above subject project, I have the following comments: 1. The address is incorrect. The applicant has been notified and this it has been corrected. 2. Parking: Parking has been reconfigured at the rear of the center to add the additional parking spaces required. 3. Off Street Parking & Loading: Were this shopping center to be built today, the Code would require four (4) off-street loading or unloading spaces, min. 12' X 50', screened from the street or public way, exclusive of all driveways, aisles or drives provided for other off-street parking areas. There is no way to fully provide for this, but an area at the rear of the center should be marked as a loading or unloading zone. 4. Location and screening of dumpsters: Code requires all dumpsters to be screened from public view, from public streets, and from abutting properties; screening on three sides of the dumpster shall be erected with access to the dumpster on the fourth side being obtained by an approved opening. The dumpster areas at the rear of the property are being reconfigured and should meet this section of the Code. 5. Sheet LP -1 shows a small boat displayed in front of the store, which is typical at most West Marine's. This could be for illustrative purposes only, however, the Village Code prohibits outdoor merchandising displays, and this should be pointed out to the applicant. �aw I. for PROJECT ADDRESS Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Phone: 561-575-6224 Fax #: 561-575-6224 PLANNING S. ZONING BOARD SITE PLAN APPLICATION ;285 US Highway 1 Date: Check # _ Receipt # Applicant's Address: 1601 Forum Place Suite 200 West Palm Beach, Florida 33401 Applicant's Plione No.: 561-471-8000 Property Owner's Name: Tequesta Investors LP Fax No.: 561-575-5260 Property Owner's Address: 1601 Forum Place Suite 200 West Palm Beach, Florida 33401 Property Owner's Plione No.: 561-417-8000 WoCYUPTION OF WORK: pping Center for a Fax No.: 561-575-5260 Site Plan Approval for a 3,574 SF addition to the existing Village Square West Marine Retail Store. All construction, additions, and/or alterations of commercial buildings must be approved by the Planning & Zoning Board. The Planning &Zoning Board meets the jirsf Thiirs(lrq of every -tont of 5.30i7.p iL, as Deeded at the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by Ietter of their- scheduled meeting date. Due to administrative review, the meeting date the applicant is scheduled to attend, may not be the closest meeting to when the application is submitted. The Planning & Zoning Board is an Advisory Board only. After review and recommendation by the Planning & Zoning Board, your application will be beard at the next available Council Meeting of the Village of Tequesta, for final approval. After approval by the Village Council, a building permit can be issued by the Building Department. Applications for a building permit may be submitted to the Building Department prior to the Village Council Nleeting to expedite the work. The applicant will submit to the Village of Tequesta Department of Co1111111rnity Development Nvith the following documents for Planning & Zoning Board review. hventy (20) days prior to the meeting date: I) For nein construction or additions, twelve (12) sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages and property lines and all signage. �) Twelve (1.2) sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division I[V, Landscaping. 0. 03) Twelve (12) sets of multi -dimensional color renderings and/or photographs are to be provided. The Planning & Zoning Board needs to see an exact rendering of what is to be placed on tile site. Color photographs or prints as close to the actual colors to be used natist be supplied. Since color printers often do not displav the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) Written approval from the property owner, if other than the applicant. 5) Any other dOCL1n1efltS that may help clarify the position of the applicant. 6) Fees: A. Satellite Antenna & Other Applications Requiring Village Council Approval .... $75.00 B. New Construction, Additions, Renovations, Remodeling, including Landscaping and A-rclilteCtUral, Review; based on estimate of work as follows: $ 0.000 to 9,999.99 ......................................................... ..... $100.00 $ 10,000.00 to 24,999.99 ........................ ..................................... $150.00 $ 25,000.00 to 49,999.99 ............ ................ ............................... 3250.00 $ 50,000.00 to 99,999.99 .......... ............. ............ ........................ $300.00 $100,000.00 to 199,999.99 .. . .... .......... _ ........ .................. ...... $350.00 $200,000.00 and over .... ....................... ...................................... $400.00 ling & Zoning Board: The Planning & Zoning Board consists of five (5) rnernbers and two (2) alternates, who are citizens of the Village of Tequesta. They have been appointed by the Village Council as an Advisory Board to the Council. The Planning & Zoning Board hears matters concerning the appearance and aesthetic qualities of structures, site plan review and landscaping placed within the Village. If the documentation and presentation of your application provides the Board with a thorough knowledge base froin which to make a decision, the process will go smoothly and quickly. The more clear-, concise, organized and professional the applicant represents the request the simpler and quicker the process will become. El Applicant's Signature: 164"\ Date: 1-15-10 VOTE: All renderings, models, drawings, photos, etc., submitted to the Village will become the )roperty of the Village of Tequesta. �GENTILE HOLLOWAY O'MAHONEY Landscape1Architecte, Planners and Evironmental" conscltants • LSC -0000177 George G. Gentile FA5LA M. Troy Holloway. A51 -A Emily O Mahoney, A5LA WEST MARINE at VILLAGE SQAURE SHOPPING CENTER Site Plan Amendment PROJECT NARRATIVE January 13, 2010 Request: On behalf of Tequesta Investors LP, Gentile Holloway O'Mahoney & Associates, Inc. is requesting a Site Plan Amendment to expand one of the tenant bays in the Village Square shopping center by 3,574 SF. The existing bay was previously occupied by a retailer known as Nautical but Nice and will be replaced by a national retailer 'West Marine. The existing shopping center comprises approximately 5.55 acres and is located at 281 US Highway 1 (southeast corner of US -1 and Waterway Road.) The expansion to this bay is needed to accommodate West Marine's requirements for inventory and retail space. is Project History: I _ The Village Square Shopping Center was originally constructed in 1957. Additional square footage was added to the plaza in 1960 and again in 1980. The total square footage that has been, developed on`the site over the past 53 years is approximately 72,000 SF. On March 6, 1997 the Village Council granted multiple waiver requests consistent with Section 78- 394(b) and 78-645 (identified as Ordinances No. 355 Section VII F.1.r and No. 377(H)(2)(C)1, 3, 10, and 11, on Cotleur Hearing Landscape Plan dated 12/12/96) which permits relief to the Village's Parking and Landscape Requirements_ Sections 78-394(b) and 78-645 encourage waivers for existing development that would otherwise be negatively impacted by having to meet current parking and landscape regulations. The following table represents the waivers previously approved by the Village Council. Please note that the current code sections have been identified, as the 1996 plan provided by Cotleur Hearing only referenced Ordinances No. 355 and No. 377. Section Required Provided Waiver Approved 78-395 10 ft ROW Buffer 0 feet in certain areas) Yes 78-397 80 trees required (ROW Buffer) 139 trees provided (-41 trees) Yes 78-398 24 foot wide access 55 foot wide access +31 feet) Yes 78-400(a) 6 x 20 foot terminal islands 0 feet in certain areas Yes 78-400(b) Max. contiguous parking spaces 10 49 contiguous spaces Yes 78-400(c) 5 foot minimum landscape strip 0 feet Yes 78-400(c) 1 tree per 40 feet of Interior Landscape Area 0 trees in certain areas Yes 78-404 area to be living landscape 8.3% living landscape Yes 78-405 T,+4F"f- ndation planter 0 feet (in certain areas) Yes 501 575 5260 FAX v✓ww Iandsca pe -a rchitects:com UACLIENT FILES\West Marine Village Square 09-1109\Applicaiions\Site Plan Amendment\Application Materlals\PROJECT West Marine at Village Square Shopping Center Project Narrative Page 2 In 2008, an apphcation Nvas subtnitted to repaint the building. At that time the Village Staff requested some additional landscape improvements to be N ithin the site. Three additional landscape islands were constructed within the parking area per the Staff's direction. Over the years this particular bay has been used by multiple restaurants, multiple retailers, a dress maker, andis currently occupied by Nautical but Nice, a local retail chain- Nautical but Nice is in the process of relocating to another bay within the plaza and, West Marine is moving into the bay as they need additional space to accommodate their current demand and inventory. West Marine has requested to square off the rear of the bay (east side) to create a slightly larger space for their inventory. The request is to add only 3,574 SF to the rear of the epstmg center. West Marine, Inc., is the leading distributor of marine supplies to, recreational boaters, and the largest and most profitable boat supply chain in the nation. Marine supplies .for sailboats and powerboats --including recreational boating supplies, sporting goods, and sophisticated navigational equipment are sold through three divisions: Store. (retail.and wholesale, 74 percent), Catalog (retail, 15 percent) and Port Supply (wholesale, 11 percent). As stated above West Marine relies heavily on - its retail stores. Consistency with Land Use and Zoning: The site has not significantly changed in. over 5.3 years. The surrounding development rose -up at around ,the same time or shortly after the development of the existing shopping center. Compatibility with the surrounding community has not been an issue in the 53 year history of the site. The subject site has a Future and Existing Land Use designation of Commercial and is zoned C- 2 Community Commercial. The existing shopping center is consistent with the intent of the C-2 distract which is intended to locate a mix og goods and services that will service the community at large within proximity to US -1. The request is simply, an expansion of an existing bay to accommodate a new national tenant- The expansion will not project into the setback and will have little impact on the existing site or surrounding area. Surrounding Uses: Existing Zoning and Land Use Designations EXISTING USE -ZONING FUTURE LAND USE SUBJECT PROPERTY: C-2 Community Commercial Commercial Existing Village Square Shopping Center TO THE NORTH: C-2 Comrriuniry Commercial Commercial Bank Atlantic/Publix Shopping Center, 0 West Marine at Village Square Shopping Center Project Narrative Page 3 EXISTING USE ZONING FUTURE LAND USE TO THE SOUTH: 'C-21 Communis` Commercial Commercial Commerce Bank TO THEEAST: RS- Single Famih� Residential Medium -Density 5 units per Wa[eiwa� Village. (L reincorporated PBC) acre (\1R S) TO THE LEST: Mired L'se (M-L)/C-2 Community Facilities 1\lultiple Commercial Community- Commercial Businesses Concurrency: A traffic statement was prepared by Pinder Troutman Consultants (PTC) for the expansion request. Per PTC's calculation of trip generation for the additional 3,574 square feet of retail use, a total of 14 new PM Peak Hour trips would be generated by the expansion projected, The increase is considered an insignificant impact and meets the County's Traffic Performance Standards. In addition, a 1 coordination letter has been sent to the Florida Department of Transportation (FDOT) for their f review and -comment. At the time this narrative was written, no response from FDOT has been received. As this is .a non-residential project, no' added impact to local schools or the Village's Park/Recreation inventory is projected. Drainage: As required, a drainage statement was prepared by Jeff H. lravar i, P.E. and has been included with this submittal. The expansion area will simply be enclosing an impervious area along the rear of the existing building. Water/Sewer: The water and sewer demand will remain constant, as no additional acreage will be added to the proposed project site area. The expansion area will primarily house stock or inventory shelves, a small office, and the existing bathrooms will be relocated within the proposed expansion area: Please see the attached floor plan for additional detail. Landscape: As mentioned in the .project history of this narrative, waivers to the landscape section of the code were previously appioved by the Village Council for this project. Additional green area, where feasible, has been added to the site since that time to address some of the existing deficiencies and to visually enhance the site. The proposed Landscape Plan is incorporating 5 additional palms and 2 small leaf clusias along the foundation/frontage of the proposed West Marine storefront. West Marine at Village Square Shopping Center _ Project Narrative Page 4 Architecture: The proposed architecture will continue to be consistent with the existing center in renes of color, stele and fenestration- The walls will have a stucco finish and the frontage Nvill contain a standing metal seamed awning replacing the existing roof overhang- The storefront windows \vffl be replaced with newer windows and the overall height of the building will be increased to a max1inum of 23 feet. Parking: Per the previously approved site plan, there were a total of 299 parking spaces existing/proposed for the 72,000 SF .shopping center. A total of 302 parking spaces are required for the 75,574 SF Shopping Center which includes the proposed 3,574 SF - addition. As depicted on the site plan, several parallel parking spaces along the eastern boundary of the site 'are to be re -striped to create the additional parking needed to accommodate the addition. Please refer to the site plan for those details. Signage: All signs will be submitted for approval under separate cover. A typical tenant sign has been - depicted on the proposed architectural elevation for illustration purposes only. It is anticipated that West Marine will submit a Master Sign program to Village, Tequesta at a later date. Conclusion: Based on the information provided, the 3,574 SF addition to the Village Square Shopping Center for the proposed West Marine is consistent with the pattern of development in this area. The addition will not require an), substantial increase or impacts on the existing infrastructure.. Per the previous waivers granted to the site, the proposed addition/expansion will remain consistent with that approval. Therefore based on the information provided with this submittal, we respectfully request approval of the proposed 3,574 SF addition. C� 0 ,rw IP t- It ' Anel j 16 �.. 'vfmt� R FRONT ELE V ATHON V4 9®90 SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENTS DETAILS, CONNECTIONS, ETC. (81' OTHERS) i-------------------------------------------------------------------------------------- RI • DAM � l/09 DMW BY p CBf; XKD BEYL Jom ! nc (2D 9 COLOR LEGEND WALLS/FACIA BETWEEN PARAPET AND LOWER ARCADE ROOF GLIDDEN-TAFFY PULL #20YY 78/146 (ORDER #A0576) COLUMNS & WALKWAY CEILING GLIDDEN-TAFFY PULL #20YY 78/146 (ORDER #A0576) FACIA/BAND OF VERTICAL SOFFIT ELEMENT JUST BELOW ARCADE ROOF GLIDDEN-SALMON BERRY #98YR 65/333 (ORDER #A0579) WALKWAY PAINT - TUF TOP PENETRATING WATER REPELLENT WITH RHINO HIDE NON-SKID "FIELDSTONE"- NOT SHOWN ROOF TILES ANTIQUE WHITE #40YY 83/043 (ORDER #A0065) STOREFRONT - CLEAR GLASS FRAME - MILL FINISH August 19, 2008 fel:. Tequesta Investors LP Property ID #60-43-40-30-05-000-0901 TO WHOM IT MAY CONCERN: Be it known that Tequesta Investors, L.P. has retained Merin Hunter Codman and its subsidiary companies to represent them in all matters related to the above -referenced property known as Village Square in Tequesta, Florida. They have been retained as our agents and, as such, have been given the authority to represent us in all meetings, conferences, hearings, protests, negotiations, and all other matters relating to the property. As such, they should be accorded access to all information to which we, the taxpayer, are entitled. Your cooperation in this matter is very much appreciated. Sincerely, Frank Banko Tequesta Investors, L.P. Cc: Cristina Yeatts, Sr. Property Manager Merin, Hunter, Codman 11 West Marine • Tequesta Square • Wotorw �...� 3.574 SF PTC Transportation Consultants January 12, 2010 Mr. Masoud Atefi Palm Beach County Traffic Division 2300 North Jog Road, Yd Floor West Palm Beach, FL 33411-3745 Re: West Marine - #PTC10-003 Dear Mr. Atefi: 5114 Okeechobee Boulevard, Suite 210 West Palm Beach, FL 33417-4504 (561) 296-9698 Fax (561) 296-9699 www.pindertroutman.com Certificate of Authorization Number: 7989 Pinder Troutman Consulting, Inc. (PTC) has been retained to conduct a traffic impact analysis for a proposed West Marine retail store at the Village Square Shopping Center, located on the southeast corner of US 1 and Tequesta Drive/Waterway Road in the Village of Tequesta, as shown on Exhibit 1. The site has a vested use of a 72,000 SF retail shopping center. The proposed project consists of expanding the existing building by 3,574 SF of retail. Access to the site is via one (1) driveway on US 1, two (2) driveway connections on Waterway Road and two (2) driveway connections to Cove Road. The anticipated project buildout is 2012. The Property Control Number (PCN) is: 60-43-40- 30-05-000-0901. A trip generation analysis is provided on Exhibit 2 for the Daily, AM Peak Hour, and PM Peak Hour. Based on the net increase of 14 PM peak hour trips, a traffic study is not required. The proposed project has an insignificant impact on area roadways and is in compliance with Palm Beach County Traffic Performance Standards. Your review and approval of this analysis is appreciated. Sincerely, Linda Riccardi, P.E. Florida Registration #45359 LRAdr Attachments cc: Jason Litterick Pinder Troutman Consulting, Inc. Letter/lteft 10-003 1-12-10 �rrou TnpRen 10-007 �•t1•tr' Exhibit 2 West Marine Trip Generation Dally Existing Use RE Total Pass -by New Land Use code Intens) Tri Generation Rate (1) TripsTrips(1) Tri Retail 820 72 000 Ln M = 0.64Ln 00+5,87 5 470 2 451 44.8% 3 019 Totals 7 ,4 ,451 1 1 3,0191 AM Peak Hour Existing Use REToUI Tri Pace by New Trips Land Use Code Intend TripGeneration Rate (1) In Out I —Trips Tri (1) 1 In I Out I Trips Retail 820 72,00D SF4 1.00 /1,D00 5F (61 9) 4428 7 32 44,8 24 16 40 Totals 2 401 Proposed Use RE Total Tri Pass -by New Trips Land Use Code Intend Tri Generation Rate (1) In t 'TripsTri (1) In Out Trips Retail820 75 574 F 1.00 /1,000 S (61/39) 46 1 30 1 76 34 44.3 —41 6 16 42 Totals 4 16 1 42 Net Trips 1 2 1 - I 2 PM Peak Hour Existin RE Total Trl Paw -by New Trips Land Use Code Inten Tri Generation Rate (1) In Out Tri Tr( (1) In Out Trips Retail820 72 000 F Ln = 0.67Ln (70+3.47 (4 8152) 271 1 293 1 564 1 253 44.8 149 162 311 s 1 53 11 Proposed Use RE I Total TA Pass -by New Tri Land Use Code IntensityTri Generation Rate (1) In Out Trl Trips (1) 1 In I Out I Trips Retail810 1 75,5_7_4_ F I Ln M = 0.67Ln OQ+3.47 (4 52) 2801 303 1 183 258 44,3%156 169 325 ota s 5,574 3 8 5 156 1 9 32 Net Trips 71 71 14 (1) Source: Palm Beach County and Institute of Transportation Engneers (ITE), Trip Generation, eth Fdltlon. JHI Jeff H. Iravant, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 • Tel: (561) 575-6030 Fax: (561) 575-6088 JHI@bellsouth.net Drainage Statement For West Marine Village Square Shopping Center Village Square Shopping Center is an existing 5.55 ac commercial development located at the southeast corner of the US -1 and Waterway Road/Tequesta Drive. The development consists of 72,000 sf of building with parking areas and required infrastructure. The site is located in the Village of Tequesta. It is proposed to construct an additional 3,574 sf of building. The proposed addition will be on the existing parking area so there will not be any increase in the impervious area or the storm runoff. Therefore, no additional drainage improvements will be required as the result of the proposed addition. • C ified on this 14`x' day of January, 2010 Jeff H. Iravar i, P.E. President Florida Registration # 33155 COA #6986 9 A I 7ENTILE HOLLOWAY 01MAHONEY' Flunner� and conr-vftantE� - LC -00001-5 January 12, 2010 AT&T 2021 S. Military Trail, Room 107 West Palm Beach, Florida 33415 Attn: Robert Lowen Re: 281 US Highway I Site Plan Amendment PCN#: 60-43-40-30-05-000-0901 To, Whom It May Concern: Georqe 6 Gentile, F,46LA M. roy Hoilo,-ay. ASLA E rnlv O'Mahoney. ASLA On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site! The site is located at the southeast comer of US Highway I and Waterway Road in the Village of Tequesta. We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely' Gentile, Holloway, O'Mahoney & Associates, Inc. nue AGentile, AICP Senior Planner 190? Cc -amerce Lune. 9wle 101 lut;;tcr. Hc FA achuc— , or GENTILE ILy AEGeerye G. Gentile. FA5! • HOLLOWAY 1 M. T"ov Hdicwa Y, A5' OVAHONEYEmiiyG'h•.aheney. ASLA La ,15"'Fe,Architects Fianners and Environmentai Consultants • I r 0000177 January 12, 2010 Comcast 10435 Ironwood Road Palm Beach Gardens Fl_ 33410 Re: 281 US Highway 1 Site Plan Amendment PCN#: 60-43-40-30-05-000-0901 To Whom It May Concern: On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast corner of US Highway 1 and Waterway Road in the Village of Tequesta. We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your • convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney &Associates, Inc. Jamie A. Gentile, AICP Senior Planner • T90,11 Commerce Lane. SUil E 101 JuFiLei: f-icriGa .,A',UndscaFe a LniCec.i r -coir B GENTH E HOLLO''VVAY O'MAHONEY i-a.ndycape ArchlLeLtti Flannery and Envlrormental Ccnyultante. - LC -000017'i January 14, 2010 FPL 100 South Delaware Boulevard Jupiter, Florida 33458 Attn: Angel Munoz Re: Partial Abandonment of Coastal Way (REVISED) - To Whom It May Concern: G=eorge G. G::ntlic. Fp:SL hA. Troy Hoilosa,,. A 1-A Emily OMahcr�ey. ?SLP. Please be advised that we have formally requested the abandonment of a portion of Coastal Way as outlined in the attached sketch and legal description. The request has been modified to include two additional property owners in the request. Please find attached the revised Sketch and Legal Descriptions inclusive of these additional properties abutting Coastal Way. The approval for the abandonment is currently going through the Town of Jupiter review process • and will be heard by the Town Council in a public hearing (date yet to be determined). The R/W, if, abandoned, will be developed as outlined in Exhibit A-1. The intent is to rededicate the night - of -way and utility easements in a different configuration. The stand alone FPL utility easement and ingress -egress & utility easement would also be abandoned and relocated as required. Whether utility is currently located or not located within the right-of-way or utility easements to be abandoned, all utilities will be redesigned into or around the proposed structures. The design team will meet with the different utility representatives prior to construction document production. The existing utilities will also be phased to remain functional during construction to service the existing structures. We respectfully request a Letter of Understanding from your office for our records and for the Town of Jupiter. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. i L Jamie A. Gentile, AICP Senior Planner 190:' Connmerce. Lane. Suite 101 jupfLei= Florida J' 4 E1 _ _57 FAX ice.+incl,: nd�-ca CL- .arcivtcct,,-com • GENT, ILE HOLLOWAY 01VIAHONEY Landscape Arch itec t5 Flanners and Environmental Censult_antE� • LC-0000!77 January 12, 2010 • • Village of Tequesta Police Department 357 Tequesta Drive Tequesta, FL 33469 Attn: Chief William McCollom Re: 281 US Highway I Site Plan Amendment PCN#: 6043-40-30-05-000-0901 To Whom It May Concern: George G. Gentile- FA5LA. fs.. Troy Holloway, ASLA Emily 0 Mahoney, A5LA On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast corner of US Highway 1 and Waterway Road in the Village of Tequesta. We respectfully request a letter confirming that you are the service provider for this project and ,whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561=575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. r Jamie A. Gentile, AICP Senior Planner F 1907 Commerce Lane Suite 101 ,Jupiter- Florid: 3345b `.•61-°i75 9557 561 -�i`1 E260 FAX v; vvw.b.'.i �d5G.7pe-nrc,hiucts.coni • • GENTILE HOLLOWAY OVAHONEY Landscape Architect- Planners and Environmental Consultonts - LC 0000977 January 12, 2010 Waste Management 7700 SE Bridge Road Hobe Sound, FL 33455 Attn: Route Manager Re: 281 US Highway 1 Site Plan Amendment PCN#: 60-43-40-30-05-00070901 1 George C,. Gent,!,. F/°5LA M. Troy Hofcv�oy_ A.E4f-. Emily C/ N&honey. :45LA To Whom It May Concern: On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast comer of US Highway 1 and Waterway Road in the Village of Tequesta. We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. Jamie A. Gentile, AICP Senior Planner 1907 Commerce i ane. Sui i.c: i0i Jup&uf. Florid.-. 'k -w t ,Om ... Gecr�ie FASLA v. G-entiie. G ly „!` E M, ASLA HOLLOVVNI' Emily ilMahoney A5LA OYMAHONEY _ ... Lanastape Hrcnitects Flannery an;l Environmental Crrnt ultant� - LC -0000171' January 12, 2010 Florida Department of Health Division of Environmental Health & Engineering Palm Beach County Health Department 901 Evernia Street West Palm Beach, FL 33401 Attn: Courtney L. Shippey, MPA, REHP Re: 281 US Highway Y Site Plan Amendment PCN#: 60-43-40-30-05-000-0901 To Whom It May Concern: On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast corner of US Highway I and Waterway Road in the Village of Tequesta. We respectfully request a letter confining that you are the service provider for this project and whether" or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. Jamie A. Gentile, AICP Senior Planner i90 /Cc mmerce Lane, Scitc 101 ..tr.Lnbc i _ h iCr sae. �<:'.•45,. evvw.. ca raR;eUp� are`r-:;r;t�.u; r, • GEN[T€LE HIO �iv George G. Gent3e, FASLA M. Trcy Hclaway. ASLA X1107:-rmr erCF LGne. Uit.6 1011I WAHONEY Emily O'Mahoney, ASLA ana�czpe. rci,i ert Planners and Environmental f ''-cns;uit=ntt-. - tC-00007;17 January 12, 2010 Palm Beach County Solid Waste Authority 7501 N. Jog Road West Palm Beach, FL 33412 Re: 281 US Highway l Site Plan Amendment PCN#: 60-43-40-30-05-000-0901 To Whom It May Concern: On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast comer of US Highway 1 and Waterway Road in the Village of Tequesta. We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your • convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. 1 Jamie A. Gentile, AICP Senior Planner • X1107:-rmr erCF LGne. Uit.6 1011I �_com Village of Tequesta Fire Department 357 'Tequesta Drive Tequesta, I -L 33469 Attn: Chief James Weinand Re: 281 US Highway I Site Plan Amendment PCNfl. 60-43-40-30-05-000-0901 To Whom It May Concern: C-eor( �4e G 3tnt,!,. FASLI, V, Trey ridlow. y..4 1 A Errik, A5i A On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast comer of US Highway I and Waterway Road in the Village of Tequesta. I We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Plehse feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. Jamie A. Gentile, AICP Senior Planner GENTILE HOLLOWAY O'MAHONEY Landscape ,°.rchi2ec,.0 Planners arul Environmental Consultants - LG -0000177 January 12, 2010 Village of Tequesta Fire Department 357 'Tequesta Drive Tequesta, I -L 33469 Attn: Chief James Weinand Re: 281 US Highway I Site Plan Amendment PCNfl. 60-43-40-30-05-000-0901 To Whom It May Concern: C-eor( �4e G 3tnt,!,. FASLI, V, Trey ridlow. y..4 1 A Errik, A5i A On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast comer of US Highway I and Waterway Road in the Village of Tequesta. I We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Plehse feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. Jamie A. Gentile, AICP Senior Planner F 19177 Commerce Lane Suite 101 Jupt FIr. r0d !K 5& '�C-1 57b-95'-5/ 161 575.1i2(,OfAX v,vvw,li,m5capc zro-.i!zUcm F 11 • 11 GENT 11E HOLLOWAY OWAHONEY % L a n4isc?pe ArchitcctE- VlannerFand, Environmental convultE:nte • C-0000177 January 12, 2010 Village of Tequesta Police Department 357 Tequesta Drive Tequesta, FL 33469 Attn: Chief William McCollom Re: 281 US Highway I Site Plan Amendment PCN#: 60-43-40-30-05-000-0901 George G Gert 16. F/.SLA N11 Troy ASIA Emily Ula A5LA To Whom It May Concern: On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast comer of US Highway I and Waterway Road in the Village of Tequesta. We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections 16 the proposed site plan amendment. 'For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. Jamie A. Gentile, AlCP Senior Planner �D(-31 57', 95L,71' 1Z6C tAX --i3ndk.,Capc arc hsiu,Gt-.ccrr: e GE11-111E• HOLLOWAY George G- Gent:ie. FAS_F. r N;. re.),Ho!Iow�a . A5L-A Frni!y 0?Jahoney. A5LA 0 'M HONEY Landscape Hrchitects Planner: and Fnvironmenta! _ i.onS;:ItantE- - LC 000077 - - January 12, 2010 Village of Tequesta Public Works Department 136 Bridge Road Tequesta, Florida 33469 Attn: Russell White Re: 281 US Highway 1 Site Plan Amendment PCN#: 60-43-40-30-05-000-0901 --t To Whom It May Concern: On.behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast corner of US Highway 1 and Waterway Road in the Village of Tequesta. • We respectfully request a letter confirming that you are the service provider for this project and s whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map indicating the area on the site that is proposed to be modified. Please feel free to contact me at 561-575-9557 with any questions or concerns. • Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. i Jamie A. Gentile, AICP Senior Planner 12,07 Commerce Larc-. 5citc 101 Jupit.rr. Flcr:dr:334`>8 F 1 r;75.9-�,7 4:�n,:w--!andbcape-2n.hr ee. _.ccn� GENTLE George G- Gentile, FAS!'A • HOLLOWAY LOWAY V., Troy A5`A OWA' OINEY Fmiiy0'1 3honev.ASLA. L and5cape Archit`ecte - FUnnere and Fnvjronmental ,..on. L!Itant • LC 0000177 January 12, 2010 Village of Tequesta Utilities Department 136 Bridge Road Tequesta, Florida 33469 Attn: Russell White Re: 281 US Highway 1 Site Plan Amendment PCN#: 604340-30-05-000-0901 To Whom It May Concern: On behalf of our client Tequesta Investors LP, we have requested a Site Plan Amendment to add approximately 3,574 SF to the rear of the existing Village Square Shopping Center for the above referenced site. The site is located at the southeast comer of US Highway 1 and Waterway Road in the Village of Tequesta. • We respectfully request a letter confirming that you are the service provider for this project and whether or not you have any objections to the proposed site plan amendment. For your convenience we have included a location map_ indicating the area on the site that is proposed to be modified., Please feel free to contact me at 561-575-9557 with any questions or concerns. • Sincerely, Gentile, Holloway, O'Mahoney & Associates, Inc. 1 Jamie A. Gentile, AICP Senior Planner 196Y C c.mr.:erce I zne, 5uh e 101 A',r11 cr. rlonda �3�5 561 w9a' Ld n.G_c. a)Vc-brCilltrI.C:`. scar. JHI Jeff H. I2avani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 • Tel: (561) 575-6030 Fax: (561) 575-6088 JHI@bellsouth.net January 14, 2010 Florida Department of Transportation 7900 Forest Hill Blvd West Palm Beach, FL 33413 Attn: Mr. Brett Drouin Re: Village Square Shopping Center West Marine Proposed 3,574 sf addition Dear Brett: Village Square Shopping Center is an existing 5.55 ac commercial development located at the southeast corner of the US -1 and Waterway Road/Tequesta Drive. The development consists of 72,000 sf of building with parking areas and required infrastructure. The site is located in the • Village of Tequesta. The access to the site is provided by one right turn only driveway onto US -1 and additional access points on side streets. It is proposed to construct an additional 3,574 sf of building with retail use. The proposed addition will be on the existing parking area so there will not be any increase in the impervious area or the storm runoff The gross additional daily trips is 172. Therefore, a driveway permit application shall be submitted for review and approval. Please feel free to contact me should you have any questions. incere Jeff H. Iravani, P.E. President 0 JH1 Jeff H. Irravani➢ Inc. Consudting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 • Tei: (561) 575-6030 Fax: (561) 575-6088 JHI@bellsouth.net January 14, 2010 South Florida Water Management District 3301 Gun Club Road West Palm Beach, FL 33406 Attn: Carlos DeRcjas, PE Re: Village Square Shopping Center West Marine Proposed 3,574 sf addition Dear Carlos: Village Square Shopping Center is an existing 5.55 ac commercial development located at the southeast corner of the US -1 and Waterway Road/Tequesta Drive. The development consists of 72,000 sf of building with parking areas and required infrastructure. The site is located in the • Village of Tequesta. It is proposed to construct an additional 3,574 sf of building. The proposed addition will be on the existing parking area so there will not be any increase in the impervious area or the storm runoff We have researched the district drainage permit archives with assistance from the staff and have established that there is no SFWMD drainage permit for this project. Therefore, and per our previous discussion, the proposed addition may not require any permitting from SFWMD. Please provide us with a response per Village of Tequesta requirements. Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. President 0 JHI Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 JHI@bellsouth.net January 14, 2010 Palm Beach County Health Department 800 Clematis St. WPB, FL 33401 Attn: Mr. Tom LeFevre Re: Village Square Shopping Center West Marine Proposed 3,574 sf addition Dear Tom: Village Square Shopping Center is an existing 5.55 ac commercial development located at the southeast corner of the US -1 and Waterway Road/Tequesta Drive. The development consists of 72,000 sf of building with parking areas and required infrastructure. The site is located in the • Village of Tequesta. It is proposed to construct an additional 3,574 sf of building with retail use. The existing water & wastewaters services shall be utilized. Therefore, per our conversation, no permits maybe required regarding the water & wastewater facilities. Please provide us with a response per Village of Tequesta requirements. Please feel free to contact me should you have any questions. Si cerely, Jeff H. Iravani, P.E. President 0 • r l �Thit KORA 6. 5 Bey U.S. HIGHWAY N0. 1) - - ---------------------------------- ------------ -- 1DI1�1 DF j�EGIAPUaG 8' CONCRETE WALK �vJ tInIE--•,, 919.78' a- 2 — ASPHALT I'fi.0' 135.0 ��LI= � I I ®lililil =ill 1 I I E7cv. 734o zt' 1 I i I I Iv M ASPHALT 1 HaoS' �N ' NO FOR LCr•0.TNON MAP, DETAILS, INm s lY o "A" s.o' SEE SHEET Z APPARENT GROUND ENCROACHMENTS. UNLESS CTMERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL D S mo m m �NGII� Qa �I ?? 0-) 0 m- - n. _ WN — SHEET I ©F 2 _ a; o gr I PROPERTY SHOW`, HEREON HAj NOT SE=A 4BSTRACTEO 91 SURVEYO FOR RIGHTS,D -WAY. ANAVOR EASEMENTS OF RECORD, ELEVA ` 20 1 TIONS SHOWN HEREON' ARE BASED ON N G V DATUM UNLESS OA—SE NOTED: ALL PROPERTY CORNERS ARE IRON ROD WTTH CAPS, JNLESS OTHERWISE NCTED. FOUNDATION OF EXIST'.NG BUILnll.$ LYING aM-OW SURFACE NOT LOCATED. BEARINGS AND/OR ANGLES,•'w O M NNE 41 t Z y v ASPHALT I'fi.0' 135.0 ��LI= � I I ®lililil =ill 1 I I E7cv. 734o zt' 1 I i I I Iv M ASPHALT 1 HaoS' SETBACK PER ORB BOOK. /a5 DETAIL "AA" 1, PAGE S27 _ \ fg U.S. HIGHWAY N0. 1 0 F.P.L. AND S.B.T. EASEMENT 1 O.R.B. 1058, PAGES 269 & 270 / \ PARCEL BOUNDA Y COUNTY DEED O.R.R. 2234. PAGES 1692 &1693 AL -5013 1. 2 0 PLAT 001 PAGE 10'5 71 ASPHALT ,.z• Iss' sai y I2G' I E I I l Is ma Il i I E/a rs' v� lll.3' q5 ASPHALT 169• Naze ---- --�I I" I 1 1 I I 1 1 I I I I , I I I I I I •i I I I I Elc v. a 11 /4.14 ro eI6,s8 rze ms9 a oAss - - m.r g a4' 6aa9s a 6RAa p8 Sim,4 a3' N rao. s' o_ .pz• - ..o.e' m a 19.80' 9 59, lss 119 � , o Io S9.60 • ` 5• B/GY- BUILDING 5QUARE FOOTAGE- 72,210 ONE STORY CBS COMMERCIAL BUILDING 4 4 E/c V. FOR LCr•0.TNON MAP, DETAILS, I HERESY CERTIPY THATTHE SKETCH SHOWNIIEREON ISATRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY lY o "A" s.o' SEE SHEET Z APPARENT GROUND ENCROACHMENTS. UNLESS CTMERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL STANOARDS SET FORTMI BY THE PLOAOABOARO OF PROFESSIONAL SURVEYORS AND MAPPERS. PURSUANT r0 SECTION g7p.MI N to I O- TYP :3 SETBACK PER ORB BOOK. /a5 DETAIL "AA" 1, PAGE S27 _ \ fg U.S. HIGHWAY N0. 1 0 F.P.L. AND S.B.T. EASEMENT 1 O.R.B. 1058, PAGES 269 & 270 / \ PARCEL BOUNDA Y COUNTY DEED O.R.R. 2234. PAGES 1692 &1693 AL -5013 1. 2 0 PLAT 001 PAGE 10'5 71 ASPHALT ,.z• Iss' sai y I2G' I E I I l Is ma Il i I E/a rs' v� lll.3' q5 ASPHALT 169• Naze ---- --�I I" I 1 1 I I 1 1 I I I I , I I I I I I •i I I I I Elc v. a 11 /4.14 ro eI6,s8 rze ms9 a oAss - - m.r g a4' 6aa9s a 6RAa p8 Sim,4 a3' N rao. s' o_ .pz• - ..o.e' m a 19.80' 9 59, lss 119 � , o Io S9.60 • ` 5• B/GY- BUILDING 5QUARE FOOTAGE- 72,210 ONE STORY CBS COMMERCIAL BUILDING 4 4 � � 2103' o` /�- -� E „Fe � I •�® 1 ASK 19.5' "D" `\ q' .. 1'9.25' 29.3' 14680' ` 1 ID _ • — 1 4' `°� 909U.1i �( h ■ oMACE Q // �r / ,i OI a/ �'— �' 10 T / zz L i T�------ - ,« --- -- --- - i�r fl 1p --- ---- ------ T „1,.L &w—a A PARCEL OF LAND IN GOVERNMENT LOT 6, SECTION 30, TOWI'SIIIF 16 SOUTH, RANGE 13 EAST, PALM BEACH COUNTY, ELORNA MORE PARTICULARLY DESCREBED AS FOLIA WS: BEGINNING AT THE POINT OF INTERSECTION OF A LINE PARALLEL TO, AND 210 FEET NORTHERLY FROM, MEASURED AT RICHT ANGLES TO, THE SOUTH LINE OF SAH) SI'MON 30. WITH THE EASTERLY RIGHT4IF-WAV LINE OF STATE ROAD NO. S (US. HIGHWAY NO. IA AS SHOMTN OWN STATE ROAD DEPARTMENTS RIGHT -0F -WAY MAP RECORDED IN STATE AND COUNTY ROAD PLAT BOOK 2, PAGES 105 TO 116, NCLUSFV'E, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EASTERLY ALONG SAH) PARALLEL LNE, A DISTANCE OF 2610 FRET; THENCE NORTHERLY, PARALLEL 10 AND 263 FEET EASTERLY''TLOM, MEASURED AT RIGHT A GLFS TO, THE - EAS T71I RIGHT-OF-WAY LINE OF SAID STATE ROAD NO. S. A DISTANCE OF 919.79 FEET TO A POINT IN A LINE PARALLEL TO AND 1127.52 FEET NORTHERLY FROM. MEASURER AT WGHT ANGLES TO THE SOUTH LINE OF SAN SECTION 30; THENCE WESTERLY, ALONG SAID PARALLEL LNE, A DISTANCE 263.65 FEET TO A PONT IN SAN EASTERLY RIGHT -DF -WAY LINE OF STATE ROAD NO. 5, THENC% SOUTHERLY ALONG SAN EASTERLY RIGHT-OF- WAY LNF, A DISTANCE OF 919.7/ FEET TO THE POINT OF BEGINNING SVIEW ROAD & YATSR SEASEI i 1 Ili 1� 1152, PAGE 393-912 - e✓.ri Fo —!- — - — 1—� ORB"4P-PA6E5 399 & 400 - v -+1P- - 4- _- �'_—_—__ _—_—__— —_ -- I PCN Y PkN60 I D's k if I S' in PROPERTY LINE DETAIL OF TYPICAL ANCHOR EASEMENT (A-E.) RECORDED IN D.B. 1152, PAGES 393-412 SCALE 1" = 20' FLOOD ZONE "C', FEMA COMMUNITY PANEL NO. I' 229-0001-C TEQUESTA, FLORIDA DATE OF MAP; SEPT 30, 1982 FOR THE BENEFIT OF Teyuesta Investors, LP, its successors and assigna First National Bank of Pennsylvania, it. successors and assigns Stewart Title Guaranty Company Cohen, Norris, Scherer, Weinberger and Wolmer, P.A Nason, Yeager, Gerson, White 8. Lioce, P.A. McGrath B Associates, P.C. ,- ETe✓ /4-0 ---- FOR LCr•0.TNON MAP, DETAILS, I HERESY CERTIPY THATTHE SKETCH SHOWNIIEREON ISATRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY 'K' o � - 'a SEE SHEET Z APPARENT GROUND ENCROACHMENTS. UNLESS CTMERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL STANOARDS SET FORTMI BY THE PLOAOABOARO OF PROFESSIONAL SURVEYORS AND MAPPERS. PURSUANT r0 SECTION g7p.MI :3 J� _ s o SHEET I ©F 2 _ _ NNII AREA PROPERTY SHOW`, HEREON HAj NOT SE=A 4BSTRACTEO 91 SURVEYO FOR RIGHTS,D -WAY. ANAVOR EASEMENTS OF RECORD, ELEVA 1 0,�11 wN 1 TIONS SHOWN HEREON' ARE BASED ON N G V DATUM UNLESS OA—SE NOTED: ALL PROPERTY CORNERS ARE IRON ROD WTTH CAPS, JNLESS OTHERWISE NCTED. FOUNDATION OF EXIST'.NG BUILnll.$ LYING aM-OW SURFACE NOT LOCATED. BEARINGS AND/OR ANGLES,•'w O M NNE 41 t 313' v WN.4 SHO—ON ARE BASED ON;AECORD PLAT CR DEED CALLS UNLESS OTHERWISE NOTED MEASUPEMENTS MADE IN ACCORD q m 21'faN W ITH'JNIT_D STA'E5 STANDAPD. UNLESS IT BEARS^1E %!I ANT, THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVE�'OR AND MAPPER THIS ORAV 3 OR SKETLN IS FOR INFORMATONAI PURPOSES ONLY AND IS NOT VALID. wu Irm lo'a�6' ~ T.x, n3 l9ts �i S _ 2 i .14' 19+ i pN eel', TtNAP g i I � E/e✓. /z.70 I', JP d.aYf//e S'rvey / /3,/e yI �l zz ID / �0W I5s I: 391..]ea =gMan 19511 TaI 916 K �\ s• G aa,� /z A 7119' Io.tT I ' --� ! I m 1 11 { � � 2103' o` /�- -� E „Fe � I •�® 1 ASK 19.5' "D" `\ q' .. 1'9.25' 29.3' 14680' ` 1 ID _ • — 1 4' `°� 909U.1i �( h ■ oMACE Q // �r / ,i OI a/ �'— �' 10 T / zz L i T�------ - ,« --- -- --- - i�r fl 1p --- ---- ------ T „1,.L &w—a A PARCEL OF LAND IN GOVERNMENT LOT 6, SECTION 30, TOWI'SIIIF 16 SOUTH, RANGE 13 EAST, PALM BEACH COUNTY, ELORNA MORE PARTICULARLY DESCREBED AS FOLIA WS: BEGINNING AT THE POINT OF INTERSECTION OF A LINE PARALLEL TO, AND 210 FEET NORTHERLY FROM, MEASURED AT RICHT ANGLES TO, THE SOUTH LINE OF SAH) SI'MON 30. WITH THE EASTERLY RIGHT4IF-WAV LINE OF STATE ROAD NO. S (US. HIGHWAY NO. IA AS SHOMTN OWN STATE ROAD DEPARTMENTS RIGHT -0F -WAY MAP RECORDED IN STATE AND COUNTY ROAD PLAT BOOK 2, PAGES 105 TO 116, NCLUSFV'E, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EASTERLY ALONG SAH) PARALLEL LNE, A DISTANCE OF 2610 FRET; THENCE NORTHERLY, PARALLEL 10 AND 263 FEET EASTERLY''TLOM, MEASURED AT RIGHT A GLFS TO, THE - EAS T71I RIGHT-OF-WAY LINE OF SAID STATE ROAD NO. S. A DISTANCE OF 919.79 FEET TO A POINT IN A LINE PARALLEL TO AND 1127.52 FEET NORTHERLY FROM. MEASURER AT WGHT ANGLES TO THE SOUTH LINE OF SAN SECTION 30; THENCE WESTERLY, ALONG SAID PARALLEL LNE, A DISTANCE 263.65 FEET TO A PONT IN SAN EASTERLY RIGHT -DF -WAY LINE OF STATE ROAD NO. 5, THENC% SOUTHERLY ALONG SAN EASTERLY RIGHT-OF- WAY LNF, A DISTANCE OF 919.7/ FEET TO THE POINT OF BEGINNING SVIEW ROAD & YATSR SEASEI i 1 Ili 1� 1152, PAGE 393-912 - e✓.ri Fo —!- — - — 1—� ORB"4P-PA6E5 399 & 400 - v -+1P- - 4- _- �'_—_—__ _—_—__— —_ -- I PCN Y PkN60 I D's k if I S' in PROPERTY LINE DETAIL OF TYPICAL ANCHOR EASEMENT (A-E.) RECORDED IN D.B. 1152, PAGES 393-412 SCALE 1" = 20' FLOOD ZONE "C', FEMA COMMUNITY PANEL NO. I' 229-0001-C TEQUESTA, FLORIDA DATE OF MAP; SEPT 30, 1982 FOR THE BENEFIT OF Teyuesta Investors, LP, its successors and assigna First National Bank of Pennsylvania, it. successors and assigns Stewart Title Guaranty Company Cohen, Norris, Scherer, Weinberger and Wolmer, P.A Nason, Yeager, Gerson, White 8. Lioce, P.A. McGrath B Associates, P.C. ,- FOR LCr•0.TNON MAP, DETAILS, I HERESY CERTIPY THATTHE SKETCH SHOWNIIEREON ISATRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY LEGEND 4-SLI2VEY02' CER,'IFICaaTE DIRECTION, AND THAT SAID SURVEY IS ACCURATE ANO CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF THERE ARE NO SEE SHEET Z APPARENT GROUND ENCROACHMENTS. UNLESS CTMERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL STANOARDS SET FORTMI BY THE PLOAOABOARO OF PROFESSIONAL SURVEYORS AND MAPPERS. PURSUANT r0 SECTION g7p.MI FLORIDASTATUTES AND CHAPTER SID" I OF THE FLORIUAADMINISTRATIVE COD / y/ / DATE O Z5 O _.y�Z ��i/ /G<ri7:'�v SHEET I ©F 2 REGISTERED SURVEYOR NO. -I Z 8S _ PROPERTY SHOW`, HEREON HAj NOT SE=A 4BSTRACTEO 91 SURVEYO FOR RIGHTS,D -WAY. ANAVOR EASEMENTS OF RECORD, ELEVA LB 2102 Joe Tucker SOU N DA RY e u2vF=Y TIONS SHOWN HEREON' ARE BASED ON N G V DATUM UNLESS OA—SE NOTED: ALL PROPERTY CORNERS ARE IRON ROD WTTH CAPS, JNLESS OTHERWISE NCTED. FOUNDATION OF EXIST'.NG BUILnll.$ LYING aM-OW SURFACE NOT LOCATED. BEARINGS AND/OR ANGLES,•'w s,meron e; L10' xn: Yep �' wN r WN.4 SHO—ON ARE BASED ON;AECORD PLAT CR DEED CALLS UNLESS OTHERWISE NOTED MEASUPEMENTS MADE IN ACCORD I"_ W ITH'JNIT_D STA'E5 STANDAPD. UNLESS IT BEARS^1E %!I ANT, THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVE�'OR AND MAPPER THIS ORAV 3 OR SKETLN IS FOR INFORMATONAI PURPOSES ONLY AND IS NOT VALID. 8 09 -- IM -1. RICHARD L. SHEPHARD & ASSOC. INC. I', JP d.aYf//e S'rvey / /3,/e Fes, asEzmow�!+VE eow REGI,CTERED LAND SURVEYORS- UprJ4rC cy /O�Z S/O�k% I5s I: 391..]ea =gMan 19511 TaI 916 K pa.lwmpwurew Upd %.SFvey 3//z/o¢ S,kA zelg/65- .ROBOA9vE F. IAB F.B. 535 FAGEs 30 -COI mlg-5-�e I I I CURRENT CODES PLUMBING FIXTURES I BUILDING GODS: 2001 FBG COUNT: 198 WOMEN 4 198 MEN TABLE 403.1 1 FIRE ALARM: 2004 NATL. FIRE EXIST. WINDOWS TO BE WATER CLOSETS 1 PER 500: WOMEN: i REQUIRED - 1 PROVIDED 1 ALARM GODS (NEPA-l2) I REMOVED 4 IN -FILLED W/ CLASSIFICATION LAVATORIES 1 PER 150: WOMEN I REQUIRED QII PROVIDED IOCCUPANCY GROUP: GROUP M (MERCANTILE) MEN: 1 REQUIRED - 1 PROVIDED I BLOCK (SEE DETAIL BY CLASSIFICATION OF WORK: INTERIOR TENNANT IMPROVEMENT SERVICE SINK: 1 REQUIRED - I PROVIDED I ENGINEER) OCCUPANCY TYPE: TO REMAIN THE SAME CONSTRUCTION TYPE- TYPE 1118 - UNPROTECTED UNSPRINKLED PRINKING WATER: i REQUIRED - 1 PROVIDED O ; MERCANTILE AREA: 11,866 SQ. FT. — -- - -- 1 -- - - -- - - - -* - ,---- - - REQUI E NO OF EXITS 2 UI EXIST. BLOCK WALL TENNANTSEPARATION-2 HOURS (EXTERIOR WALLS) EXIST. WALLS 4 BAT! -4S OCCUCANGY LOAD: 396 PEOPLE II _ TO BE REMOVED _, ; ; OCCUPANCY CALCULATION 71 II 1 it I 1 AREA = 66 S.F. TOTAL TABLE 1004.1.2 I _ lI8 L I = = ——• ^, •.1 __— _ - Ii MERCANTILE AREA 1:30 396 PEOPLE TOTAL 396 PEOPLE q-----+-•-----• L *--- 1 - ---- -- -bio-t•---+ I IiI� I I ! ''L� _._ {i. IIli ! I ---- -i-I----------_ =.------- --------- --- _* _ -- I,i 7, " , �- l � I � s- I� �_g i_9 i_L 11 11 I III ' -- - - i '' 11 11 NEW BLOCK--_ _ 1 BRC. WALL �� ' I � � � JI � - - - -- - _I - L - 1 L _; �L � = RE OVE ALL xlSt. ' Illi I _____________________________________________,._-__, J;1; NEW WINDOWS FOR - - --- ----- ----- ----- ----- -'---- �---- ---- ---- -�.--. I - STORE -FRONT ---- -- ----- - - -- ---t - -- L- -- - --- - -- - GEXIST MI I SPLf A/C LASS ��FP>> I I II 11 I -I- KNIT TO BE RELOCATED J � I _ -- --- - - -- - --- - -- - - _ L - - TO REAR WALL - _--------- ---- -- -- ;11; ---------�----- - ---� ----- 4----- _ -! -, �-------- - _ -__�_ � - - - - - _j EXIST. ROOF I I I 1 f XI /C ST D O O.N. TO BE l R O ED ' I''; _- I --- - � X11; -=r i'-- -------rtL— - --- - —`�-- HT. 7111 X1 . AL / till i RU TU S 1 li TO E E V ill; I II 1 1 1 J h 1 1 11 - ..� AILS — - - — A 44 II I 1 I 1 I 1 1 1 I 11 h eH WA ALL 8' L'G, O Hrs. ( Pa m = /<—[ ),n - I/ 7� �II STR DL S 4CK I ELIV Y P W/ 1:15 AX S PE Q 511 WK. "3 B S p a 12" 0. EAU. 12" x x -1, , THK' EPG W/ 1 0 J 10' ' 1 I 1 I i I 3 Y CH GING ' ' 'I l' EW STEE POSTS II 1 1 AnoN PLA s) 1 VERIFY L CATION1 11 11 I 1 - II Ill, ' W/ WEST ARINE PL CE j - I II -_- - - _ EXiS B5 C -U�A1. III II TO B RE OWED_ -� it 1 1 1 I I, 11 it 1 1 1 1 f 1 '1 II 1 1 _ 11 p -—T== :.-. _--_---------_-- it 11 -=t j „ 71 If u_JL : - -- 11 II 1 1 n u II 1 II II I I -.__.------- --.._..-- - _- ------ ----T -- ----T -• it li-ll _, ,. v I , I I1 r II if f -Jr i L ;I I. if I III -- 11 it l 1 I 1 1 illi 1 II I I I I1 I I �O '°I-- 1 1 - -- ---- -I -- --- - �- - - --- - - I H ii---- ----- ---- ---- ----- ----- ----- ----- + Illl -I 1 11 11 ILII ----- --- ---- ---- ---- ---- ----- ----- !1 :,,illi ��� I 11 1 1 1 1 II ll 11 I 1 1 {t11 cp 1 1 1 REMOVED I 1 _ � 1 ,1 ILJ -- REMOVE EXIST. I DOOR -NEW STORE- i I _WIN oNT � ui' --- - R D I -- I 1 I I 1 1 --- ---- 1- r-+- -jai, --+--�-1--- - r -r-+-- -___- ' +3` i I I i ji 7 - a �IIiI� I�Li I I Ii I I , 6, MIN, 1 1/1611 j I� II i I=--I� O -r"� --+----- j -"I r --=- ----------, i ISTI - '11 78,F, I � I i I 'I I I ' ® MIN. I �' IN lwJ I I! I ;1�1614 S/♦ I 1A I NO SMOKING i� �` I I I 1 i I i � » r -r mss• j I!% - l T Lgas �! �/ BRAILLE I � 1 I- —I J � I _--- ;i I I , ' I I I I I , I - ! I I GENERAL NOTES: UNDERSIDE OF ROOF DECK, EXPOSED BAR JOISTS, ELECTRICAL CONDUIT, AND ANY RELATED CONDUITS, PIPING, AND ALL ITEMS ABOVE THE FLOOR, ETC. SHALL BE PAINTED WHITE, PROVIDE ALTERNATE FOR 15 YR. AND 20 YR, NDL WARRANTY FOR ROOF, REMOVE ALL EXIST. GREASE TRAPS, PIPES, 4 CONTAMINATED SOIL, ADD NEW FILL 4 COMPACT AS REQUIRED CONTRACTOR IS RESPONSIBLE FOR ALL HOOK-UPS AND TIE-INS TO EXIST. ELECT., SEWER 4 WATER DOOR SCHEDULE - - - - I� I II } I' Fuum ss uxim w= REMOVED I 1 _ � 1 ,1 ILJ -- REMOVE EXIST. I DOOR -NEW STORE- i I _WIN oNT � ui' --- - R D I -- I 1 I I 1 1 --- ---- 1- r-+- -jai, --+--�-1--- - r -r-+-- -___- ' +3` i I I i ji 7 - a �IIiI� I�Li I I Ii I I , 6, MIN, 1 1/1611 j I� II i I=--I� O -r"� --+----- j -"I r --=- ----------, i ISTI - '11 78,F, I � I i I 'I I I ' ® MIN. I �' IN lwJ I I! I ;1�1614 S/♦ I 1A I NO SMOKING i� �` I I I 1 i I i � » r -r mss• j I!% - l T Lgas �! �/ BRAILLE I � 1 I- —I J � I _--- ;i I I , ' I I I I I , I - ! I I GENERAL NOTES: UNDERSIDE OF ROOF DECK, EXPOSED BAR JOISTS, ELECTRICAL CONDUIT, AND ANY RELATED CONDUITS, PIPING, AND ALL ITEMS ABOVE THE FLOOR, ETC. SHALL BE PAINTED WHITE, PROVIDE ALTERNATE FOR 15 YR. AND 20 YR, NDL WARRANTY FOR ROOF, REMOVE ALL EXIST. GREASE TRAPS, PIPES, 4 CONTAMINATED SOIL, ADD NEW FILL 4 COMPACT AS REQUIRED CONTRACTOR IS RESPONSIBLE FOR ALL HOOK-UPS AND TIE-INS TO EXIST. ELECT., SEWER 4 WATER DOOR SCHEDULE I a= VATmums Fuum ss uxim w= V-4trX T-0` PAIN NARROWSTYLE CLEARA NODIZED A STANDARD FULL HARDWARE WITH ADA FRONT ENT YaEXIT REQUIRES INSTAKEY CORE FOR EACH DOOR. PROVIDE - 0 STOREFRONT ALUMINUM APPROVED SURFACEMOL TED CLOSERS WITH COVERS SIGNAGE ABOVE DOORS 7HIGH LETTERS ON U Q Q it L1 3 3 t`D ALUMINUM DOORS W INDUSTRY STANDARD MORTICE CYLINDER AND DEADLOCK. CONTRASTING BACKGROUND THIS DOOR TO REAMAIN 7A OFF -SET PIVOTS CLOSURES SHALL BE NORTON 83618F OR LCN 1461 IN SPFWYED UNLOCKED WHEN THIS BUILDING IS OCCUPIED". ALUMINUM PAINTED FINISH. (ALTERNATIVES ARE UNAOCEPTABLFE 31A" X 61-W 16 GAUGE HOLLOW PAINT WITH SHERWIN 1X, PAIR OF 44-X 44- BB BUTT HINGES PRIME COAT. GRADE 2. EMPLOYEE CLOSER TO BE MOUNTED ON INTERIOR METAL FRAMF.,%� WILLIAMS READY MIX SCHLAGE CLAN LEVER HANDLE IN SATIN CHROME PRODUCT #F40 RESTROOM7S) SOLD CORE BIRCH. WHITE ENAMEL ELA CSV 626, UPC# 939756: CLOSER SHALL BE ADAAPPROVEO PAINT GRADE SURFACE MOUNTED NORTON 16018E OR LCN 1071 IN SPRAYED ALUMINUM PAINTED FINISH. ONE WALL STOP IN US26D FINISH. O 6'-0" X 8'-0" PAIR ABS Y A Y GRE F. GTOR FINIS FACTORY 1 A Y FL'1:NIS 1ED BINGES AND HARDWARE: '.IAMB GUARD. 7 SALES OSTA IN G G A -v C SED OPENING TO BE 6'-1y"x8'" AND READ. TO ACCEPT OFFSET PIVOT HARDWARE. DOOR IN FRAME. FACTORY PREPARED RUBBAIR DOOR: MODEL RTI -250, 74'X16' VISION PANEL, HIGHCLOUO GREY IMPACT PANELS. /-� t n t 3'-8" X 8'A" ABS GREY FACTORY FINISH FACTORY PREPARED RUBSAIR DOOR MODEL §TL -250 WITH 12" HIGH OFFICE T06ALES v WIl'-9" UNDERCUT AT BOTTOM. FACTORY FURNISHED HINGES AND UNDERCUT HARDWARE, SEE TENMT FOP, HINGE INSTALLATION INFORMATION. HARDWARE WITH MODIFIED LOWER BEARING DOOR MOUNTED INV STYLE: ALUMINUM FRAME ATTACHED WHERE INDICATED ON WMA AND WMI COORDINATE WIFIXTURF CONTRACTOR �-'t E 5 T 3'-D" X 8'SY' 16 GAUGE HOLLOW PAINT WITH SHE.RWIN 1Y,,.PAI R OF 4iy" X 4' BB BUTT HINGES PRIME COAT, GRADE 2. BACK OFFICE CLOSER TO BE MOUNTED ON INTERIOR (..JMETh FRAME, WILLIAMSREADY MIX ELAN L_YER HANDLE 14 SATIN CHROME; PRODUCT ;iF40 SOLID CORE BIRCH, WHITE ENAMEL ELA CSY 626. UPC# 939756. CLOSER SHALL BE ADAAPPROVED PAINT GRADE " SURFACE MOUNTED NORTON IU01BF OR LCN 1671 IN SPRAYED ALUMINUM PAINTED FINISH. ONE WALL STOP IN US26D FINISH. 6-YXBA" PAIR HOLLOWM ETAL PAINT. WITHS4.EAW1N ACTIVE DOOR SHALL RECEIVE ONE INDUSTRY STANDARD FLAT STAGING SERVICE DWRS TO BE BLANK ON EXTERIOR. INSULATED DOORS 18 W ILL A- B READY MIX STEEL 2"ASTRAGAL. HALL EX17 SHA. LL RECE!E ONE ALARM LOOK ENTRANCE PROVIDE WEATHER STRIPPING, DOUR SWEEP AND A FIRE GAUGE iMIN1j14OLLOW WHITE ENAMEL EXIT DEVICE, ITEM 4700. ACTIVE DOOR SHALL RECEIVE ONE ALARM RATED SPY VIEWER METAL FRAME 16 LOCK DOUBLE DOOR STRIKE, ITEM 17K28. ACTIVE DOOR SHALL BE USE SOLID ALUMINUM THRESHOLD. S"x�y.'Y.DOOR WIDTH. 3'-U' X 71-0" GAUGE _ PREPPED TO RECEIVE TWO AUTOMATIC FLUSH SOLTS tdANUF. BY SINGLE GLYNN.IOHNSON, ITEM 4FB7. FIRE EXIT HOLLOW METAL FRAME SHALL RECEIVE ONE COR SERIES COORDINATORMANUF. BY GLYNN,IDHNSON, ITEM #COR -2. FRAME SHALL ALSO RECEIVE ONE THRESHOLD MANUF. BY PEMKO, ITEM 4271A OR EQUAL FRAME HALLALSO RECEIVE ONE RAIN- DRIP, , c 1 r MANUF. BY PEMKO, I ILM #34bC C R E .tUAI F IRE RATED SPY VIEWER AT F AFF. - BOTH DOORS ARE TO RECEIVE HEAVY DUTY SURFACE MOUNTED CLOSERS WITH HOLD OPEN ARMS MANUF. BY LGN, ITEM #1467-H OR NORTON ITEM ALL INSTAKEY USES SHALL RECEIVE BLOCK CYLINDER HOUSING WITH SMALL FORMAT INTERCHANGEABLE CORES. 114' 2" 11 -- --- -- - --- -- ...-_ -- ----- -- i ; 1 1 .Ili „ ,i 6 x80' ,1 �illi -0 UIi DOO 3 6° I -111' .._ _----- -- ----- -- - ---------- --T— — -- - 111' 811-------- —" 611 I I II 1 , I --- -__- , I 1 1 it i �-- -----1 �--- ----- -+ illi 1 1 1 1 11 11 1 1 I 1 4III 1 I 1 ' I 1 1 i I , I R OVE EXIST. STORE- I I I'�ONT WINDOW I I - I ' I lT`t'P. 5- PLACES -_- -__--- -- - - - - ------------ ------ --------- - - � � , 1 I' 1 pp� I ljku8 ft 80TT0M EDGES OF MIRROR'S REFLECTIVE SURFACE SHALL ESE 40" A.F.F. MAX. WHERE MIRRORS ARE MOUNTED OVER LAVATORIES ON HALF -HEIGHT LEDGES NOTE PROVIDE 4 INSTALL A 30" WIDE SECTION OF MIRROR FROM 40" A,F,F, TO THE BOTTOM EDGE OF THE LEDGE WATER CLOSET, LAVATORY 4 GRAB BAR CAP IMMEDIATLY BEHIND THE LAVATORY. TO BE IN ACCORDANCE W/ A.D.A. STANDARDS PAPER TOWEL WHITE PLASTIC I'S" MIN. DISPENSER W/ PRE -FITTED INSUL WRAPPED DRAIN REGEPT. 4 SUPPLY LINES = X Q 3160 BAR MIRROR 42" GRAB BAII DAP DISP. Z 1 z O BACK SPLASH - Z 8 Z 0 Lay. z E , _z s z HOLDER WG• ® z O3 1'3 - Ey 0 [A c PROTECT. 6" ACCESSIBLE SINK DESIGN 60" x 59" " 12" 42" AM11- r I/2 AX, LIMITS - NO PORTION OF CLEAR FLOOR30-1GRAB THE SINK OR PLUMBING 48 A> , BAR MAY CROSS THIS LINE SPACE (W.C.) CLEAR FLOOR 491" MIN. SPACE (LAV.) CAPPED ]BA®®b V J1 --00 9(099 LAN 31O RE SOV IST. WALLS i_ f ' AND R IS �D OVER-POURED)C-s ------------------------------------- ----------------------------------------------- CONC. L O S 1 I SEE STRUCTURAL. DRAUJIN _ �1 6 - — FOR ALL. STRUCTURAL ELS ENTS - 1 DETAILS, CONNECTIONS, ET(5—,- - 1 -- -- I /! -- -- -- - - - - -- ---- ----- - - - 1 - T -------- --- E S ETE ' EXIST. GREASE TRAPS EXIST, A/C CONDS. - TO BE REMOVED —VERIFY REMOVE t STOR. IN UNIT 281 ON THE JOBRELOCATE EXIST. ELECT. METERS FOR PANELT. S TO BE UNIT 281 TO REAR OF BLDG. UNIT 285 RELOCATED METERS TO eE REMOVED. - VERIFY W/ FPL EXIST. BLOCK WALL -i--=D T ® 1 H RoJ i 1 I 1 I EXIST. 811 N CURB i`-----------------------------------------------tST. -------------------------- ---- SUPPORT IST. O.W. ABY. COLUMN w , PLANTER I 1 1 ------------------------------------------------ ----------- 1 I � , I, I I , I , 1 , I , ------------------------------------------- - ---------------------- -------------------•' EXISTING TENNANT SPACE (VACANT) I , 1 ' I 1 1 � DATE : 10/21/09 DRAWN BY: Es me CHECKED : Mc REVISIONS : zm z _ ° z OQ�Y Qm c9£ m� 41) Or lU w Q 0 zz� m m mzo WE E- - 0 30 m U Q Q it L1 3 3 t`D DATE : 10/21/09 DRAWN BY: Es me CHECKED : Mc REVISIONS : GALV. METAL PARAPET CAP , ' ` � - - r \ - _ � - - ` , / � _ ' L • . � .LT: TEXt.\ S1rVGC0MIL _Mir _ _ ON BLK:'tUALL , / \ , _ MATP14 I� Ir.a'T, WALLS/ _------- -�-== --- / %a 01= CENTER 21 ST�NDINCs SEAM , WEST MARINE' / BRAGETS ' FR(0)NTNT191LiLsvATH0N99114 1 9 u" imH'I SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENTS! DETAILS, CONNECTIONS, ETC.. (5Y OTHERS) L ------------------------------------------------------------------------------------------ f- -I 99r-� 1 9 (099 A VATHON 114 DATE : 10/21/09 DRAWN BY: Es me CHECKED : Mc REVISIONS : - C LIU FR(0)NTNT191LiLsvATH0N99114 1 9 u" imH'I SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENTS! DETAILS, CONNECTIONS, ETC.. (5Y OTHERS) L ------------------------------------------------------------------------------------------ f- -I 99r-� 1 9 (099 A VATHON 114 DATE : 10/21/09 DRAWN BY: Es me CHECKED : Mc REVISIONS : LIU FR(0)NTNT191LiLsvATH0N99114 1 9 u" imH'I SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENTS! DETAILS, CONNECTIONS, ETC.. (5Y OTHERS) L ------------------------------------------------------------------------------------------ f- -I 99r-� 1 9 (099 A VATHON 114 DATE : 10/21/09 DRAWN BY: Es me CHECKED : Mc REVISIONS : U.S. Highway No. 1 _____________ Ex. _ Landscaped Median ----- ------------------------------------- - .----------- ---------------------1 ___________� --- - - p - - - - - - - - - -— — — — — — — — -- ---- ----------------------------------------- ------- I I e I Ex. Sign I Ex. Cocoplum Hedge Ex. Sin Ex. Cocoplum Hedge Ex. Overhead Powerlines P g Ex. Overhead Powerlines g dI . I SOd1 1 I 1 II 1 I 1 ;.� i ■ ■ r ,: ! /3i 1 1 I1 1 _ I �I Ex Sidew1alkEx Sidewalk ---- -- �-II ---I -I - — I -- - Ii Ii iI Ii 'i_)rt- -✓r - I H(�IiIiII/ iI i , ' 3H0 0 H 3H0 3H0 _. l M0 ( D10es 10 Sp�1� cesI s I10I5paCes I I ce9 I ce� 16pal+ rI I 10 5pa i SphPaCe11015 ares I I I10 rpaten I I 1 I Sod oodSd ExLive Oak (20-24" DBH tobe Removedsod Sod Ex. Sign Ex. Landscaping to r a 1 1 - --Ex. Landscape toRemain ii ®ii®Ii®1I®11®I1®I I ®Ii 1I®ii®1i®iI®ii®ii®ii®,iI a I i Remain, T Ex. Light Poles, Typ. �_� e, •, e r ' u Sod Ex. Light Poles, Typ. Sod Sod YP Sod leSod = New Striping, Ty '+' r 11 jI 1 Sod - I I t I I I �-�#�� �,� I I I I I 1 I I I I I I I I I I I I P' � /� � ♦ � ,I 5 paces i i! i i i i i i 15iSpa es 1 i it i i 7 S,p#s i i SP ccs i i it :1i 3�Spates 615 a Les 1 �,- 1 7� 5 ccs I 1 1 - 1 i7 S ace 1 I - Fly 11 a es Lq sPIX I P `tIi N 1 1 1 1 fi 1 1 1. ', J 1p 0eoeOo1oL 010a,J 1 1 1 1 I r 1 1 1 1 1 1 1 1 1 i 1 I ! 11 =�1,=4=�l=4 -- e"I��-�-t--I--+=-i—fie—+eT-- 3 -_f' 1 3 -_.' o o e o o �e e o e c o loo -..% _ 1 t'`�..o e e 0 0 0 0 u.. — II °i I+.' ie +elm=4 �ei�tel®f�iee �°ie�el-ofei- �M.i it Irl I ISI I�I�I ISI I�I�i ISI I��' 119 Spades -1 �- 7, I I I I I I i I I P I I I I I I i I I I = ; ,�; Conc. Wheel 1 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 12115pateS I 1' I I I I I I I I I I I I I I I I I I I ✓ \ i I I I 1 Stops, Typ. 1 i --------------------------------- , 1 1 I i g Ex. Queen Palm ,,,.,,,, ;Q I Ex. Parkin to Remain 1 M F 1 ii 1 5 �Pa4e5 I I Covered Walk I to be Removed = • i 4 5paaes 1 4. Ex. Pavers IF _41- I New Storefront J Y� I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I i i I I I I I I I I I I -%New Pavers Main Ent u G,1 9 1 I I I I I I I I I I I i I I I I I i I I I 1 1 G,Il 1 1551 Spaces 1 1 1 1 1 1 1 Ga 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 Entry -' 1 11 1 1 1 I 1 i 1 I 1 V =1�L,_1__I�L_JL_1_L =72 Lf— L 1�L�1JAL-1_J�L_J�L-1_J�L_1_J_ LL II I\.\� 7_7 _17West Marine Store �-, d I . I I, ' '> r' 1 I I5. Vzl1 _ 11,866 S.. F. ( > -- _,74 Covered Walk Vacant Corner Cafe - 1 I,\ ..\ Loading Zone t T "� -----_ r, I 1 t �\ Cdvered W F 1 2 ""` - Proposed Building Expansion � 3,5'74 S.F. I �. � 1• � -_ 1 �\ See Sheet LP -1 for Lan sca e Ex. Bldg. Footprint I i ' •' l �\\\ _ /\® ne Stor Commercial& Hardscape improvement = a \ ® P i f .' For West Marine � 1 (72,000 S.F.} I rV/// FPL o Pole FPL z5' m Condensing FPL FPL Pole Units, Typ. ® Pole Pole 0 0 ® ®® ® ® ® ® ®® , `i--.-.--«—� ® ® ® ® ® li®11 11®II®il®11®11®il®�1®ii®ii®ii®1 ®II® I®il®ii®iii I s Loading, N ® ® ® yP �. New Striping TYP• 3 Spaces o,planter o Ex. Garage P - ------_-_- i g / Ex. Parking to Remain I �cc������� sy i / or ccccc����� �v / / y0 / 9. i - 3Parallel5 aces ���\���\�Y / / / / / 9 $ / / / `�\\ \�\\\�\\\Y / / / / / / / / / // �\\����J / / / / aces i F / / / �J / / / / / �9S Ces / / ������EEEEEE / / / / / / / c\��\ �\\\\i P i P \� �� v / / / / 12/ / / / ��I` ` DUmpSters �` Y / / / I/ I / / / Pa / / / / / / / / / / \ L___ J�L-_1__-L__1__-� _L__ -__L__1_ L__11L; i l-l_��-����111i1 I I 1 t-- _ LLLL--L--1---/ --1 -- — —L ---L---2 iLLLL�—�—u�� 1�__L,/Mtk _L__1 L--1---/ —_ i \ ` 1 J 1 2 Spaces 1 es Pum stern 23' ,D _ — �iy '1 --- — - i I I -,, �, I Ex 4' and p uffel f Ex 6 Wood Fence Along PL EX. � n > L sca e B S Buil i ' \ _ i Loading Zone F Loading Zone 9 �. �` Ex. Ficus Hedge 600 S.F.) _ I ------------------ ------------------------- -------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- °�\ New Striping, Typ. Loading Zone w . - - - - - - - - - -------- I .�\ - - - -� - - - - - -- o - - - - - -�- - I \-'-----------------\ �------------------------- - ------------------------------- l i_'-----------------------------------------------------------��\ I _---------------------------------------------------- ILeyen Site Data\ I ; Gener Notes: ' i ( Lan sca e I I I I DESCRIPTION SITE AREA i i r; i - Site Plan based on survey by Richard L. Shephard & Assoc., inc. dated 8/9/98. EXISTING TREES I , SITE AREA 5.55 Ac. (241,895.7 S.F.) i I All dimensions noted on this plan should be field verified prior to construction. ' I I EX. BUILDING AREA: 72,000 S.F. i � PALMS , i , I - This plan is an upgade to the previously approved Landscape Plan prepared by I PROPOSED EXPANSION 3,574 S.F. I� I I Cotleur &Hearin dated 10/28/96 which ranted various waivers tot e Villa e's sol , i r TOTAL BUILDING AREA 75,574 S.F. I I g g g - I Landscape Code (Ord. #377). The proposed improvements shall be considered - Ex. Live Oak + j Ex. Yellow Cassia i i i i "Maintenance im rovements" pursuant to the previously approved plans. USE REQ D. SPACES i 1 P P P Y PP I i SHOPPING CENTER 303 SPACES (1 SPACE/250 S. I 1 - All existing and Proposed landscaping shall receive 100% coverage from a full Ex. Small Leaf Clusia 1 , , I 9 P P P f 9 Y !' , I I i automatic irrigation system (No Drip rrigation) equipped with a rain sensor. 1 i 1 Ex. Coconut Palm T�. y I 1 TOTAL PARKING REQUIRED 303 SPACES I i I L Ex. Christmas Palm (Triple) i i i ; -All handicap parking spaces must meet all federal, state and local codes. 22.5 TOTAL PARKING PROVIDED 303 SPACES 1 I Owner shall insure all han4icap spaces meet current guidelines and shall provide 1 I i",Yr Ex. Queen Palm ' , Ex. Pygmy Date Palm (Triple) i 1 1 i required signage, ramps, etc. in order to meet these guidelines. 5'-9" I I , �� ., , p I HANDICAPPED REQUIRED 8 SPACES I Y9 Y I I i=nh y I HANDICAPPED PROVIDED 8 SPACES 1 Ma&n(j I Ex. Shrubs & Groundcovers Ex. Cabbage Palm Pavement LANDSCAPED OPEN SPACE PROVIDED: 16,508 S.F. (6.82%) ' N.T.S. HANDICAPPED SYMBOL $100 FILE FS 31914 1/8" ALUM. PANEL SCREEN PRINTED SYMBOLS, MOUNT ON POLE OR WALL. 2" SQ. ALUM. POST FIN. AS PER SPECIFICATIONS FINISH GRADE =1 I EzI I I-- .': „ 11=III= X111=1 III—I CONCRETE FOOTI ' — 11=III 11I - EARTH I • �., III= ll�llT=1�1=111=1�1= SHALL ADHERE TO 2004 F.B.C. SEC. Ii -4.6.4 Pi5ablC� Parkin Sign N.T.S. 0 N M f7nc-r-, rnr: oA\iE:kAr7K1 r 9' 12'-0" 5' Min. Parkin Stall Detail- N.T.S. 4" WIDE WHITE STRIPE 4" WIDE BLUE STRIPE 5' ACCESS ISLE SEE HANDICAP PAVEMENT MARKING DETAIL FOR INFO. IMPERVIOUS AREA: 225,387.7 S.F. TOTAL PAVING W11 PARKING AREA: 113,805.56 S.F. (55.37o) LANDSCAPE AREA WITHIN PARKING 9,537.42 S.F. (8.4% OF PARKING AREA) (Min. 15% required) L.A. LIABILITY STATEMENT This Site and Landscape Plan are based on survey information received from Richard L. Shephard & Assoc., Inc. dated xx/xx/xx. Since a digital CADD file of the survey was not available for this project, the L.A. is not responsible for the accuracy of the illustrated site plan and the related site data and area calculations. The L.A. has prepared this plan to best represent the proposed Changes to the West Marine Improvements and related parking improvements. C 0 20' 40' 80' 120' 160' Scale: l" = 40' N 0 R T H © Gopgright 2000 All Rights Reserved Gentile Holloway O'Mahoney & Associates, Inc. Landscape Architects Planners and Environmental Consultants 1901 Commerce Lane Suite 101 Jupiter, Florida 33458 561-575-9551 561-515-5260 FAX www.landscape architects.com M )i ® E-4 �I P bD VP Uj Vl Cd 0 Cd Designed: )ML Drawn: )ML Approved: GGG/EOM/MTH/JML Date: 1/14/10 Job no. 08-0114 Revisions: Sea I LC 0000111 Sheet Title: fits Development Plan Sca 1e: 1" = 40' Sheet No. a F 05-0114 Ex. Sabal Palms, To Remain Ex. Landscaping to Remain Ex. Covered Walk Ex. Sabal Palms, To Remain Ex. Landscaping to Remain See Sheet LP -2 for Plant List Ex. Landscaping to Remain i 0 0 5' 10' 20' 30' 40' Scale: l" =10' N O R T H 1 © Copyright 2000 All Rights Reserved Gentile Holloway O'Mahoney & Associates, Inc. Landscape Architects Planners and Environmental Consultants 1907 Commerce Lane Suite 101 Jupiter, Florida 33458 561-5�5-955 561-575-5260 FAX wwW andsca ps-a rchitects.com Designed: )ML PnWn: )ML Approved: GGG/EOM/MTH/JML Date: 1/14/10 )Ob n0. 08-0114 Revisions: Seal FLANT L 15T PLANT MATERIAL: PROVIDE SIZES AND SPECIFICATIONS OF PLANTS AS WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY KEY QTY. BOTANICAL NAME COMMON NAME SIZE O.C. REMARKS LOCATIONS MAY NEED TO BE STAKED BY A SURVEYOR OR THE UTILITY *V SP 2 SABAL PALMETTO CABBAGE PALM 12-18' C.T., SLICK' A.S. FULL E THICK, 50% CURVED CHARACTER TRUNK, STAGGER NTS. EVEN *V CR 2 CLUSIA GUTTIFERA SMALL LEAF CLUSIA 10' O.A., 4' SPD. A.S. FULL E THICK, 2" DBH M PR3 2 PHOENIX ROEBELENNI PYGMY DATE PALM 6' O.A. A.S. FULL 8 THICK, TRIPLE M CN 3 COCOS NUCIFERA GREEN MALAYAN COCONUT PALM 18' C.T. A.S. FULL � THiCK A O'Mahoney M CRI 15 CRINUM AUGUSTUM 'QUEEN EMMA' QUEEN EMMA CRINUM LILY 36" X 36" A.S. FULL Z THiCK *V ZFL 88 ZAMIA FLORIDANA COONTIE u3,12" X 12" 24" O.C. FULL E THICK WEEDS: PRIOR TO THE INSTALLATION OF PLANTS, THE SITE SHALL BE FREE *V IVO 203 ILEX VOMITORIA DWF. YAUPON HOLLY =3,12" X 12" 24" O.C. FULL E THICK (ANSI) BULLETIN Z 60.1 - 1990 AND AS REVISED. V EMI 159 EUPHORBIA MILLI 'ROSY' DWF. CROWN OF THORNS u3,14" X 14" 24" O.C. FULL E THICK SOD ST_ AUGUSiNE 'FLORITAM' MULCH TO BE APPLIED TO ALL PLANTING BEDS (PROPOSED AND EXISTING), 3" THICK MiN., SHREDDED RECYCLED MULCH. ALL PLANTING AREAS SHALL RECEIVE 10096 COVERAGE FROM A FULLY AUTOMATIC IRRIGATION SYSTEM. SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL SHALL BE WEED FREE. EQUIPPED WITH A RAiN SENSOR CONFORM TO THE LITERATURE STANDARDS LISTED ABOVE. • INDICATES NATIVE PLANT MATERIAL V INDICATES VERY DROUGHT TOLERANT AND GRADING OF TOPSOIL, IF NECESSARY, WITH THE GENERAL M INDICATES MODERATE DROUGHT TOLERANCE NURSERY GROWN SOD FOR THICKNESS OF CUT, PAD SIZE, STRENGTH OF CONTRACTOR, TO INSURE THE SITE iS AT FINISH GRADE PRIOR TO 1901 Commerce Lane Landscape Notes: SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE Native Vegetation Requirements Suite 101 ❑ NO EXOTIC PEST PLANT MATERIAL TO REMAIN ON SITE AT COMPLETION OF LANDSCAPE INSTALLATION. (Proposes} Landscaping Only) REQ'D. ❑ ALL LANDSCAPE ISLANDS/BEDS SMALL BE FREE OF SHELLROCK t CONSTRUCTION DEBRIS, EXCAVATED DENSITY AND FREE OF WEEDS, DISEASE, FUNGUS, INSECTS TO A DEPTH OF 30" OR TO CLEAN, NATIVE SOILS, < BACKFILLED WITH AN APPROPRIATE MIXTURE OF PERCENTAGE OF NATIVE TREE VEG. PROVIDED 60% POTTING SOIL AND CLEAN NATIVE SOIL. PERCENTAGE OF NATIVE SHRUB AND GROUNDCOVER VEG. PROVIDED 60% ❑ PERIMETER TREES SHALL BE ADJUSTED AT THE TIME OF PLANTING TO COMPLEMENT THE SPACING OF GROWTH. SOD SHALL BE MOWED FOR FiNAL ACCEPTANCE. TOTAL PERCENTAGE OF NATIVE VEG. PROVIDED 60% ANY EXISTING TREES ON ADJACENT DEVELOPED PROPERTIES ARISES AS TO THE LOCATION, SPACING OR OTHER CONFLICT, CONTACT ❑ ALL TREES PLANTED NEAR FPL OVERHEAD POWER LINES SHALL COMPLY WITH THE TOTAL PERCENTAGE OF PALMS/TREES 50.0% FPL 'RIGHT TREE -RIGHT PLACE' GUIDELINES. www.landscap�-archltects.com DAYS FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEATH AND ❑ INSURE 1009. SCREENING OF ALL MECHJELEC. EQUIPMENT. 44.4%(4/9) ❑ ALL TREES SHALL BE LOCATED WITHIN A LANDSCAPE BED OR RECEIVE A 4-5' MULCH RING. EXCAVATE PIT TO TWO AND ONE-HALF (2 1/2) TiMES THE DIAMETER OF POINT AT WHICH O.A. I -EIGHT IS MEASURED POINT AT WHiCH C.T. OR B.T. I-IEIGWTS ARE MEASURED POiNT AT W141CW C.UJ OR GJIU HEIGHTS ARE MEASURED NO SCRAPED OR SCARRED TRUNKS MINIMUM 3 (2 X 4) WOOD BRACES NAiL INTO BATTENS W/200 NAiL$ FERTILIZE WITH 10 LBS. MILOMMITE REMOVE TOP 1/3 OF BURLAP BACKFILL MIXTURE i/3 PEAT HUMUS, 1/3 TOPSOIL V3 SAND, TiE FRONDS W/BURLAP TO PROTECT BUD SECURE BATTENS 11112 -3/4" HIGH CARSON STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING PROJECT. DO NOT NAIL BATTENS TO PALM. 14EIG44T OF BATTENS SHALL BE LOCATED IN RELATION TO THE HErj14T OF THE PALM FOR ADEa ATE BRACIN3 STEEL BAND 5 (2"X40X16") WOODBATTENS 5 LAYERS OF BURLAP MULCH TYPE AND THICKNESS ON PLANT LiST EARTH SAUCER COMPACTED MOUND OF BACKFILL MIXTURE EXISTING SUBGRADE PLANT PIT TO BE 1 1/2 TIMES THE DIAMETER OF THE PLANT BALL FALM PLANTING DETAIL POINT AT WHICH SPECIFIED OVERALL SHRUB HEIGHT IS MEASURED FERTILIZE WITH "MILORGANiTE" PER WRITTEN SPECS. PE MULCI4 TYAND THICtOeSS — ON PLANT LIST GROUND COVER POINT AT WHICH SPECIFIED SHRUB SPREAD IS MEASUR A 4" BACKFILL MIXTURE: J EXISTING SUMO R' E REMOVE PAPER PLASTIC, OR METAL CONTAINER THAT MAY BE AROUND ROOT. IF BALLED t BURLAPPED, REMOVE ONLY TOP 1/3 OF BURLAP 3" EARTH SAUCER FINISH GRADE BACKFILL MIXTURE: 1/3 SAND, 1/3 PEAT HUMUS, 1/3 TOPSOIL COMPACTED MOUND OF BACKFILL MIXTURE PLANT PIT TO BE 1 1/2 TIMES THE DIAMETER OF THE PLANT BALLSHRU5 4 GROUND COVER PLANTING THIN BRANCHES BY 1/3 TOTAL MASS RETAIN NATURAL FORM. NO PRUNING SHAL BE DONE PRIOR TO INSTALLATION AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT TREE CALIPER SIZE SHALL BE MEASURED AT 6" ABOVE GRADE UP TO 4 INCL. 4" CAL. AND 12" ABOVE GRADE FOR LARGER CALIPER TREES MULCH TYPE AND THICKNESS ON PLANT LIST REMOVE TOP i/3 OF BURLAP— FINISH GRADE --\ BACKFILL MIXTURE i/3 SAND, 1/3 PEAT HUMUS, i/3 TOPSOIL POINT AT WHICH SPECIFED TREE SPREAD IS MEASURED SPEC IF IG,4T I ONS © Copyright 2000 All Rights Reserved ' PLANT PIT TO BE 2 1/2 TIMES THE ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY D15PED AT EACH DIAMETER OF THE PLANT BALL TREES E SHRUBS MIX PORTA-SORB (LARGE) EVENLY WITH THE BACK FILL iN THE UPPERTHEN MULCP WITH THE TYPE AND PLANT. WATER THOROUGHLY. APPLY FERTILIZER AS SPECIFIED AND TREE I LIST, LIFTiNG PLANT FOLIAGE ABOVE MI LCH. MULCSS THE�ALL BE ON NT 2/3 OF PLANTING HOLE DEPTH LEAVING UNTREATED THE TOP 1 OF SOIL. MIX AT THE RATE OF 1 OZ. PER INCH CALIPER OF TREE OR FOOT SPREAD BEFORE PLANTING PLANTS iN POTS LESS THAN 1 GALLON SIZE TRUNKS TO CURVE OR LEAN OUT AWAY FROM CLUSTER TO ALLOW SUN ACCESS TO HEAD STRAIGHT TRUNKS TYP. TALLEST ! IN— CENTER OF CLUSTER DIAMETER OF ALL. (4", LINERS, ETC.). TURF AT 3 LBS. PER 1000.5P. APPLICATION RATE. BROADCAST PORTA- PLANTING LAWNS: SORB (MEDIUM) d LAY SOD. SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT BACKFILL MIXTURE: 1/3 SAND, 1/3 TOPSOIL, 1/3 PEAT HUMUS. MORE THAN 24 POURS PRIOR TO LAYING. SAND SHALL BE CLEAN, SALT -FREE AND CONTAINING NO EXTRANEOUS LOOSEN SUBGRADE TO DEPTH OF 4" AND GRADE WITH TOPSOIL EITHER MATTER IEON SITE OR IMPORTED TO FiNISH DESIGN ELEVATIONS \ / OVDD ROLL PREPARED LAWN SURFACE. WATER THOROUGHLY, BUT DO NOT �� (I TOPSOIL SPALL BE FRIABLE FERTILE 501L WITH REPRESENTATIVE CREATE MUDDY SOiL CONDITION. \\ CHARACTERISTICS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY STAGGERED HEIGHTS CLAY, SILL, SCONE, EXCESS LiME, SPELL ROCK, PLANT ROOTS, I FERTILIZE SOiL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1000 S -F_ �I CONTINUOUS MULCH BED DEBRIS OR OTHER FOREIGN 1"IATTEm I SHALL NOT CONTAIN NOX OUS SPREAD FERTILIZER OVER THE AREA TO RECEIVE GRASS BY USINGAN PLANT GROWTP (SUCH AS BERMUDA TORPEDO OR NUT GRASS). IT � ' APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE � SHALL TEST BETWEEN THE PH RANGE OF 5_0 TO 1.0 UNLESS OTHERWISE APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WiND VELOCITY v� SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT EXCEEDS 15 M.P.P.. THOROUGHLY MIX FERTILIZER INTO THE TOP 2" WOULD ENDANGER PLANT GROWTH. IF TOPSOIL IS NOT AVAILABLE ON SITE, IT SHALL BE IMPORTED FROM LOCAL SOURCES WITH SIMILAR OF TOPSOIL. �\ SOIL CPARACTERISTiCS TO THAT FOUND AT PROJECT SITE. OBTAIN \ / TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL LAY SOD STRIPS WITH JOINTS, NOT OVERLAP. STAGGER . STRIPS TO OFFSET JOINTTS5 IN ADJACENNTT COURSES. WORK SIFTED SOIL OCCURS IN A DEPTP NOT LESS THAN 4 MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS \ iSOIL DEPOSITS FROM SODDED AREAS. SOD ON SLOPES GREATER THAN PEAT HUMUS SPALL 8E DECOMPOSED PEAT WITH NO IDENTIFIABLE 3:1 SHALL BE STAKED iN PLACE. ROLL OR TAMP LIGHTLY AND WATER FREFROM (FIBERS OR STONES, EBXGESIVE PLANTCK MAY BROO S, DEBRIS OR OTHER STITUTED AND SHALL BE THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. FOREIGN MATTER MUCK SHALL NOT BE OVERLY SATURATED WITH WATER LANDSCAPE MAINTENANCE: MAINTENANCE AND GENERAL CLEAN UP SPALL BE PERFORMED DAILY. MAINTENANCE SHALL INCLUDE BUT NOT BE LiMiTED ROOT BARRIER: ALL TREES PLANTED ON -CENTER 4' OR CLOSER TO SIDEWALKS TO WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE, � R UTILITY PIPES SHALL RECEIVE BfOBARRfER R007 CONTROL SYSTEM REMOVAL OF LITTER, MOWING, PRUNING, RESETTING SETTLED PLANTS, O OREQUAL)AS DISTRIBUTED BY I-IORT-ENTERPRISES.COM 1-800-396-4618. REMOVING, REPAIRING OR REPLACING STAKES AND GUYS, PROTECTION INSTALL PER DETAIL d MANUFACTURER'S DIRECTION. FROM INSECTS AND DISEASES, FERTILIZATION AND SIMILAR OPERATIONS . : • AS NEEDED 10 ENSURE NORMAL GROWTH ANp HEALTHY PLANT MATERIAL. MAINTENANCE SPALL BEGIN AFTER EACH PLANT IS PLANTED AND SPALL ;. UTILITIES: ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED ANDCONTINUE FOR NINETY (90) DAYS FROM THE DATE OF FINAL ACCEPTANCE. ' riEFiui�+�+E, ALL HEAD 5HORT HEAD DIRECTION OF CURVED TRUNK USE A VARIETY OF CURVED TRUNKS STRAIGHT TRUNK PALMS CAN BE (I.E. AREA OF CURVE AND DEGREE) SLIGHTLY TILTED WHEN PLANTED ROOT BALLS TO BE TYPICAL CA55AGE PALM LAYOUT LOCATED BY THE LANDSCAPE CONTRACTOR PRIOR TO COMMENCING WORK iN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, THE CONTRACTOR SHALL EXAMINE THEM AND BRiNG ANY AND ALL CONFLICTS TO THE ATTENTION OF THE OWNER AND/OR LANDSCAPE ARCHITECT. Designed: )ML Drawn: )ML Approved: GGG/EOM/MTH/JML Date: 1/14/10 Job no. 08-0114 Revisions: JAN 18 2009 LC 0000111 Sheet Title: Landscape specifications 4 planting beta i is Scale: Not to Scale Sheet No_ Lf= -2 05-011.4 PLANT MATERIAL: PROVIDE SIZES AND SPECIFICATIONS OF PLANTS AS WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY SHOWN ON PLANS OR LISTED ON PLANT LIST. PLANT QUANTITIES SHOWN ON LOCATIONS MAY NEED TO BE STAKED BY A SURVEYOR OR THE UTILITY Gentile THE PLANS SHALL CONTROL OVER QUANTITIES SHOWN IN THE PLANT LIST. COMPANIES. THE CONTRACTOR HAS THE OPTION TO CONTACT UN.C.L.E.®11�WC1y ALL TREES, PALMS, SHRUBS, GROUND COVERS AND OTHER PLANITS SHALL AT I-800-432-4110 TO SCHEDULE LOCATION OF THE UTILITIES WHICH CONFORM TO THE STANDARD OF FLORIDA NO. 1 OR BETTER AS GIVEN iN THE AND STANDARDS FOR NURSERY PLANTS BY SUBSCRIBE TO THEIR SERVICE. A O'Mahoney LATEST EDITION OF GRADES FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. WEEDS: PRIOR TO THE INSTALLATION OF PLANTS, THE SITE SHALL BE FREE & Associates, Inc. (ANSI) BULLETIN Z 60.1 - 1990 AND AS REVISED. OF WEEDS, GRASS, SOD, DEBRIS, ROCKS OR OTHER MATERIAL MAKING THE SITE UNPLANTABLE. FOR FINAL ACCEPTANCE ALL PLANTED AREAS Landscape Architects Planners and SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL SHALL BE WEED FREE. Environmental Consultants CONFORM TO THE LITERATURE STANDARDS LISTED ABOVE. GRADING: THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION SOD SHALL MEET AMERICAN SOD PRODUCES ASSOCIATION STANDARDS FOR AND GRADING OF TOPSOIL, IF NECESSARY, WITH THE GENERAL NURSERY GROWN SOD FOR THICKNESS OF CUT, PAD SIZE, STRENGTH OF CONTRACTOR, TO INSURE THE SITE iS AT FINISH GRADE PRIOR TO 1901 Commerce Lane SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE INSTALLING PLANTS. Suite 101 GUARANTEED TO BE UNIFORM IN COLOR, LEAF TEXTURE, AND SHOOT Jupiter, Florida 33456 DENSITY AND FREE OF WEEDS, DISEASE, FUNGUS, INSECTS PLANTING TREES: OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN 561-5-15-9551 GROWTH. SOD SHALL BE MOWED FOR FiNAL ACCEPTANCE. LAYOUT PLANTS ACCORDING TO LANDSCAPE PLANS. IF A CONFLICT 561-575-5260 FAX ARISES AS TO THE LOCATION, SPACING OR OTHER CONFLICT, CONTACT PROVIDED WARRANTY: WARRANT ALL PLANT MATERIAL FOR A PERIOD OF NiNETY (30) THE LANDSCAPE ARCHITECT IMMEDIATELY. www.landscap�-archltects.com DAYS FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEATH AND 44.4%(4/9) UNHEALTHY CONDITION, EXCEPT A$ MAY RESULT FROM NEGLECT BY EXCAVATE PIT TO TWO AND ONE-HALF (2 1/2) TiMES THE DIAMETER OF b2.b% (291/465) OWNER, DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND CONTRACTOR'S CONTROL. REPLACEMENTS SHALL BE MADE WiTH, COMPATIBLE TREE BALL AND NOT LESS THAN 6" DEEPER COMPACT A LAYER OF BACKFILL MiXTURE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY iN SIZE AND QUALITY OF MATERIAL AT A TIME REQUESTED OR ACCEPTABLE A SLIGHTLY DISHED FINISH GRADE. BACKFILL AROUND BALL WITH 62.2% (295/474) VOIDS AND AIR BY THE OWNER OR LANDSCAPE ARCHITECT. PLANT MATERIAL REJECTED BACKFILL MIXTURE, COMPACTED TO ELIMINATE ' DURING THE COURSE OF CONSTRUCTION SHALL BE REMOVED POCKETS WATERING THOROUGHLY AS LAYERS ARE PLACED. BUILD 3" 22.2% (2/9) WITHIN FIVE (5) WORKING DAYS AND REPLACED BEFORE THE FINAL HIGH BERM OF SOIL BEYOND EDGE OF EXCAVATION. APPLY FERTILIZER INSPECTION FOR COMPLETION WILL BE SCHEDULED. WARRANTY ON REPLACE- ,4S SPECIFIED AND THEN MULCH WITH THE TYPE AND THICKNESS MENT PLANTS SHALL BE 90 DAYS FROM THE DATE OF FINAL ACCEPTANCE SPECIFIED ON PLANT LIST. OF THE REPLACEMENTS. ANY DAMAGE TO SODDED OR SEEDED AREAS DURING REPLACEMENT OF PLANT MATERIAL SHALL BE CORRECTED BY THE PRUNING SHALL BE DONE ON SiTE AFTER PLANTING FOR DAMAGED LiMBS ^ CIS LANDSCAPE CONTRACTOR OR AS DIRECTED TO IMPROVE OVERALL PLANT APPEARANCE. DO NOT REMOVE MORE THAN 159. OF BRANCHES. PRUNING METHODS SHALL � QUANTITIES LOCATION AND SUBSTITUTIONS: THE QUANTITIES OF PLANT FOLLOW STANDARD HORTICULTURAL PRACTICES USiNG APPROPRIATE MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT TOOLS_ LOPPING, SHEARING OR TOPPING OF PLANT MATERIAL WILL BE GROUNDS FOR REJECTION. DAMAGED, SCARRED, FRAYED, SPLIT OR QUANTITIES ON THE PLANT LIST. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE NUMBER AND LOCATIONS OF THE DESIGNATED SKINNED BRANCHES, LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE- TYPES AND SPECIES OF PLANTS TO BE USED AT ANY OF THE LOCATIONS WOOD. THE CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLESS SHOWN. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRiCE SEVERELY DAMAGED. �•I OF THE PLANT MATERIAL. NO SUBSTITUTION OF PLANT MATERIAL TYPES, SPECIFICATIONS OR SIZES WILL BE PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. THE OWNER AND/OR GUY AND STAKE TREES, LESS THAN 4" iN CALIPER, IN THREE DIRECTIONS WITH LANDSCAPE ARCHITECT RESERVES THE RIGHT TO NOT ACCEPT PLANT "LAWSON" TREE STAKES, 8' STRAPS, 32" STAKES, MODEL "L832_ STAKE TREES AFTER FOR MULTI PLANT MATERIAL, ATTACH MATERIAL THAT DOES NOT, IN THE OPINION OF THE OWNER AND/OR IMMEDIATELY PLANTING. -TRUNK LANDSCAPE ARCHITECT, MEET THE SPECIFICATIONS HEREIN. GUYS TO THREE (3) LARGEST LiMBS, CARE MUST BE TAKEN NOT TO MAKE GUYS POiNT AT WHICH SPECIFIED FERTILIZATION: TOO TIGHT. FOR TREES 4" IN CALIPER AND OVER, TREES MUST BE STAKED WITH WOOD 2x4 METHOD. FOLLOW PALM STAKING DETAIL FOR REQUIREMENTS. THE OVERALL TREE HEIGHT iS MEASURED IN A FREE LANDSCAPE ARCHITECT RESERVES THE RiGHT TO ELIMINATE GUYING OR STAKING, -) PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY, AND THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRiCE OF THE FLOWING CONDITION FOR APPLICATION BY SUITABLE EQUIPMENT, AND GUYING OR STAKING 0 DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLY LABELED. (3) .>J FERTILIZE TREES, SHRUBS AND GROUND COVERS WITH PLANTING SHRUBS: "MILORGANITE" OR AN APPROVED COMPLETE FERTILIZER APPLY "MILORGANITE" iN A CIRCLE AROUND THE PLANT BEFORE MULCRING. EXCAVATE PITS OR TRENCH TO ONE AND ONE-HALF (1-1/2) TIMES THAN w U DO NOT TOUCH THE PLANT WITH THE FERTILIZER WATER IN FERTIILIZER DIAMETER OF BALLS OR CONTAINERS, AND 3" DEEPER REQUIRED 0 AFTER MULCHING. APPLY "MiLORGANiTE" FERTILIZER AT THE FOR POSITIONING AT PROPER HEIGHT. COMPACT A LAYER OF BACKFILLr-4 PLANTS. CONTAINER GROWN REINFORCED RUBBER HOSE FOLLOWING RATE: MIXTURE iN BOTTOM BEFORE PLACING P SHALL EXTEND 2" BEYOND TRUNK MATERIALS SHALL BE PLANTED WITH 48 HOURS AFTER DELIVERY TO 5.00 LBS. OR 14.5 CUPS / PALMS SITE. PLACE PLANT IN PIT AND BACKFILL AROUND PLANTS WITH "L4WSON" TREE STAKE, 9-832, 800-633-5323 3.00 LBS. OR 8.10 CUPS / 12-16' MATERIAL BACKFILL MIXTURE, COMPACTED TO ELIMINATE VOIDS AND AiR ^ (FOR TREES LESS THAN 4" IN CALIPER ONLY) 2.00 LBS. OR 5.80 CUPS / 8-12- MATERIAL POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED. FORM A 3" FERTILIZE WITH "MILOI;; aG NITE" PER 0.69 LBS OR 2.00 CUPS / 6-8' MATERIAL HIGH BERM OF SOIL BEYOND THE EDGES OF EXCAVATION. APPLY QJ WRITTEN SPECS, 0.19 LBS OR 1/2 CUP / 3 GAL. MATERIAL FERTILIZER AS SPECIFIED AND THEN MULCH WITH THE TYPE AND 0.10 LBS. OR 1/4 CUP / I GAL MATERIAL THICKNESS SPECIFIED ON PLANT LIST. EARTH SAUCER FERTILIZE TURF AREAS WITH TYPE 1 FERTILIZER, COMPLYING WITH THE PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL �"/1Cd Vl STATE FERTILIZER LAWS. THE FERTILIZER SHALL BE CHEMICALLY SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN 1590 OF _ IM I El DESIGNATED WITH 12-6-5. PROVIDE AT LEAST 50% OF THE BRANCHES. —III -III PHOSPHORIC ACID FROM NORMAL SUPER PHOSPHATE OR AN EQUIVALENT SOURCE PROVIDING A MINIMUM OF TWO UNITS OF SULFUR THE PLANTING GROUND COVERS: U� EXISTING SUBGRADE AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED MOUND OF ON THE QUANTITATIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG. LOOSEN SUBGRADE TO DEPTH OF 4" iN AREAS WHERE TOPSOIL HAS BEEN COMPACTED STRIPPED, AND SPREAD BACKFILL MIXTURE. b BACKFILL MIXTURE SUPER ABSORBENT POLYMER: "PORTA-SORB" OR APPROVED EQUAL AS MANU- SPACE PLANTS AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH � FACTURED BY HORTICULTURAL ALLIANCE, INC. 1-800-628-0601. TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL TO . r..j PLANT PIT TO BE 2 1/2 TIMES THE ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY D15PED AT EACH DIAMETER OF THE PLANT BALL TREES E SHRUBS MIX PORTA-SORB (LARGE) EVENLY WITH THE BACK FILL iN THE UPPERTHEN MULCP WITH THE TYPE AND PLANT. WATER THOROUGHLY. APPLY FERTILIZER AS SPECIFIED AND TREE I LIST, LIFTiNG PLANT FOLIAGE ABOVE MI LCH. MULCSS THE�ALL BE ON NT 2/3 OF PLANTING HOLE DEPTH LEAVING UNTREATED THE TOP 1 OF SOIL. MIX AT THE RATE OF 1 OZ. PER INCH CALIPER OF TREE OR FOOT SPREAD BEFORE PLANTING PLANTS iN POTS LESS THAN 1 GALLON SIZE TRUNKS TO CURVE OR LEAN OUT AWAY FROM CLUSTER TO ALLOW SUN ACCESS TO HEAD STRAIGHT TRUNKS TYP. TALLEST ! IN— CENTER OF CLUSTER DIAMETER OF ALL. (4", LINERS, ETC.). TURF AT 3 LBS. PER 1000.5P. APPLICATION RATE. BROADCAST PORTA- PLANTING LAWNS: SORB (MEDIUM) d LAY SOD. SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT BACKFILL MIXTURE: 1/3 SAND, 1/3 TOPSOIL, 1/3 PEAT HUMUS. MORE THAN 24 POURS PRIOR TO LAYING. SAND SHALL BE CLEAN, SALT -FREE AND CONTAINING NO EXTRANEOUS LOOSEN SUBGRADE TO DEPTH OF 4" AND GRADE WITH TOPSOIL EITHER MATTER IEON SITE OR IMPORTED TO FiNISH DESIGN ELEVATIONS \ / OVDD ROLL PREPARED LAWN SURFACE. WATER THOROUGHLY, BUT DO NOT �� (I TOPSOIL SPALL BE FRIABLE FERTILE 501L WITH REPRESENTATIVE CREATE MUDDY SOiL CONDITION. \\ CHARACTERISTICS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY STAGGERED HEIGHTS CLAY, SILL, SCONE, EXCESS LiME, SPELL ROCK, PLANT ROOTS, I FERTILIZE SOiL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1000 S -F_ �I CONTINUOUS MULCH BED DEBRIS OR OTHER FOREIGN 1"IATTEm I SHALL NOT CONTAIN NOX OUS SPREAD FERTILIZER OVER THE AREA TO RECEIVE GRASS BY USINGAN PLANT GROWTP (SUCH AS BERMUDA TORPEDO OR NUT GRASS). IT � ' APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE � SHALL TEST BETWEEN THE PH RANGE OF 5_0 TO 1.0 UNLESS OTHERWISE APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WiND VELOCITY v� SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT EXCEEDS 15 M.P.P.. THOROUGHLY MIX FERTILIZER INTO THE TOP 2" WOULD ENDANGER PLANT GROWTH. IF TOPSOIL IS NOT AVAILABLE ON SITE, IT SHALL BE IMPORTED FROM LOCAL SOURCES WITH SIMILAR OF TOPSOIL. �\ SOIL CPARACTERISTiCS TO THAT FOUND AT PROJECT SITE. OBTAIN \ / TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL LAY SOD STRIPS WITH JOINTS, NOT OVERLAP. STAGGER . STRIPS TO OFFSET JOINTTS5 IN ADJACENNTT COURSES. WORK SIFTED SOIL OCCURS IN A DEPTP NOT LESS THAN 4 MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS \ iSOIL DEPOSITS FROM SODDED AREAS. SOD ON SLOPES GREATER THAN PEAT HUMUS SPALL 8E DECOMPOSED PEAT WITH NO IDENTIFIABLE 3:1 SHALL BE STAKED iN PLACE. ROLL OR TAMP LIGHTLY AND WATER FREFROM (FIBERS OR STONES, EBXGESIVE PLANTCK MAY BROO S, DEBRIS OR OTHER STITUTED AND SHALL BE THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. FOREIGN MATTER MUCK SHALL NOT BE OVERLY SATURATED WITH WATER LANDSCAPE MAINTENANCE: MAINTENANCE AND GENERAL CLEAN UP SPALL BE PERFORMED DAILY. MAINTENANCE SHALL INCLUDE BUT NOT BE LiMiTED ROOT BARRIER: ALL TREES PLANTED ON -CENTER 4' OR CLOSER TO SIDEWALKS TO WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE, � R UTILITY PIPES SHALL RECEIVE BfOBARRfER R007 CONTROL SYSTEM REMOVAL OF LITTER, MOWING, PRUNING, RESETTING SETTLED PLANTS, O OREQUAL)AS DISTRIBUTED BY I-IORT-ENTERPRISES.COM 1-800-396-4618. REMOVING, REPAIRING OR REPLACING STAKES AND GUYS, PROTECTION INSTALL PER DETAIL d MANUFACTURER'S DIRECTION. FROM INSECTS AND DISEASES, FERTILIZATION AND SIMILAR OPERATIONS . : • AS NEEDED 10 ENSURE NORMAL GROWTH ANp HEALTHY PLANT MATERIAL. MAINTENANCE SPALL BEGIN AFTER EACH PLANT IS PLANTED AND SPALL ;. UTILITIES: ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED ANDCONTINUE FOR NINETY (90) DAYS FROM THE DATE OF FINAL ACCEPTANCE. ' riEFiui�+�+E, ALL HEAD 5HORT HEAD DIRECTION OF CURVED TRUNK USE A VARIETY OF CURVED TRUNKS STRAIGHT TRUNK PALMS CAN BE (I.E. AREA OF CURVE AND DEGREE) SLIGHTLY TILTED WHEN PLANTED ROOT BALLS TO BE TYPICAL CA55AGE PALM LAYOUT LOCATED BY THE LANDSCAPE CONTRACTOR PRIOR TO COMMENCING WORK iN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, THE CONTRACTOR SHALL EXAMINE THEM AND BRiNG ANY AND ALL CONFLICTS TO THE ATTENTION OF THE OWNER AND/OR LANDSCAPE ARCHITECT. Designed: )ML Drawn: )ML Approved: GGG/EOM/MTH/JML Date: 1/14/10 Job no. 08-0114 Revisions: JAN 18 2009 LC 0000111 Sheet Title: Landscape specifications 4 planting beta i is Scale: Not to Scale Sheet No_ Lf= -2 05-011.4