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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 03B_07/07/2011 VILLAGE OF TEQUESTA � ':� DEPARTMENT OF COMMUNITY DEVELOPMENT Staff Report — Planning and Zoning Advisory Board 7.7.11 1. PETITION DESCRIPTION APPLICANT: DeRose Design Consultants, Inc. 470 S. Andrews Avenue, Ste. 206, Pompano Beach FL 33069 OWNER: GMH Tequesta Holdings, LLC 10 Campus Boulevard IVewton Square, PA 19073 . REQUEST: The applicant is requesting approval for a rehabilitation facility including the renovation of existing three-story building with site improvements in the Mixed-Use zoning district. LOCATION: 217 Village Boulevard Tequesta, FL 33469 2. PETITION FACTS a. Total Gross Site Area: 406,362 Sq, Ft. (9.33 AC) b. Total Building Area: Three story building 118,716 Sq. Ft.; Clubhouse 972 Sq. Ft, c. Land Use and Zoning: EXISTING LAND USE FUTURE LAND USE ZONING SUBJECT PROPERTY Mixed-Use Mixed-Use Mixed-Use NORTH Pubiic euildings and Public Buildings and Commercial Village Water Plant Grounds Grounds SOUTH Mixed-Use Mixed-Use Mixed-Use Village Boulevard and Lighthouse Cove Condominiums EAST Mixed-Use Mixed-Use Mixed-Use Sterling House Facility WEST Recreation and Open Recreation and Open Mixed-Use Old Dixie Hwy., FEC Railroad, Space, Residential Low 5pace, Residentiai Low R-1-Single-Family Residential Dwellings Density Density 1 Department of Community Development - Staff Report — P&ZAB Public Hearing 7.7.11. GMH Tequesta Holdings LLC 3. BACKGROUND On March 10, 2011, the Village Council adopted Ordinance 1-11 amending the Mixed-Use district to add "Rehabilitation Facility" as a special exception use (See attached Ordinance 1-11). Ordinance 1- 11 provides a definition for "Rehabilitation Facility" as well as density restrictions, parking requirements and other conditions of approval that all rehabilitation facilities would have to meet in order to receive approval to operate. Ordinance 1-11 also provides an amendment to the definition of residential use to include rehabilitation facilities in the Mixed-Use district. GMH Tequesta Holdings, LLC (part of GMH Capital Partners) acquired the existing three-story building located on the corner of Vilfage Boulevard and Old Dixie Highway. The existing building has been vacant for a number of years, it was originally designed to accommodate an Assisted Living Facility (ALF). GMH Tequesta Holdings, LLC applied for a Special Exception to allow a Rehabilitation Facility use on the vacant three-story building located in the Mixed-Use zoning district. Village Council approved the Special Exception Use application at the May 12, 2011 Public Hearing. The Special Exception order includes waivers/conditions of approval that were imposed by the Village Council for this application. The applicant needs to meet those conditions before site planning approval (See attached Special Exception Use order). GMH submitted its application for Planning and Zoning Advisory Board public hearing in May 27, 2011. DRC (Development Review Committee) met June 8` and provided comments to the applicant. The current site plan analvsis was conducted based on compliance with Vilta�e Code, Ordinance 1-11, and waivers/conditions imposed bv the Special Exception Use order. The following graphic presents the approval process regardrng GMH Tequesta Noldings, LLC proposed rehabilitation facility: �E, �I�I: .� ,'�;. ,, ,��,. 1! r�� 1 , � 1 . _ � � � °�� l:�r�•lt�I�Y:��r��dr.i�Ciavt��!�;;) 't "�}�.�lii _ � ��1�:�' �,i�'i-1!I42, ... I 0 � 1 i ,�: 'q � y �� ������;���,�.�, . . . ..� � ' �`y� .) 2 Department of Community Development - Staff Report — P&ZAB Public Hearing 7.7.11. GMH Tequesta Holdings LLC 1. STAFF ANALYSIS ZONING AND FIRE SAFETY REVIEW PROPOSED COMMENTS a. Setbacks Front 112.7 Ft. Code: 10 Ft. Met Code Requirement Rear 131.8 Ft. Code: 10 Ft. Met Code Requirement Side-South 75.4 Ft. Code: 7 Ft. Met Code Requirement Side-North 192.0 Ft. Code: 0 Ft. Met Code Requirement b. Heigfit Three- story building Code: Maximum 6 stories or 84 Ft. 37 Ft. Met Code Requirement c. Density 8 Dwelling Units per Acre Code: 8 D.U. P/Acre (75 D. U.) 75 Units MetCode Requirement d. Min. Lot Size 406,392 Sq. Ft. Code: Minimum 3,200 Sq. Ft. Met Code Requirement e. Lot Coverage 12.6790 Code: 62% Met Code Requirement f. Open Space 45.1% Code; Min 25% Met Code Requirement g. Parking 142 Parking Code: 1 space per bed -105 parking spaces- Met Code Requirement 3 Loading Spaces h. Landscape in Parking Area 16% Code: Min 153'0 of Gross Parking Area Met Code Requirement i. Signage The existing facility has two monument signs at the site. As part of the Special Exception hearing held May 12, 2011, the applicant proposed to demolish the monumental sign located toward Village Bou/evard. Also, the aaplicant reauested to the Villaae Counci! a waiver to allow the existina monument sipn located toward O/d Dixie Hiahwav to remain. Per Code Section 78-740 "signs in residential areas of a mixed use development no more than one sign per lot shall be permitted with an exposed area of not more than four square feet, and advertising oniy the sale, lease or rental of the lot or the improvements thereon." The walver was approved, and included tbe use of both sides of the existing monument sign, and an exposed area of 18 square feet per each side. 3 Department of Community Development - Staff Report — P&ZAB Public Hearing 7.7.11. GMH Tequesta Holdings LLC Analysis of Compliance with Special Exception Use Approval Conditions The waiver/conditions of approval that were imposed by the Village Council for this application (See attached Order of the Village Council) were reviewed as follows: Waiver/Conditlon 1 "The applicant shal/ be permitted to utilize the exlsting fence located on the Village's water plant property adjacent to the north side of the subject property to comply with the requirements of Sec. 78.180 (r)(16Jh, The applicant shall not be required to place landscaping on the north side of said fence; f►owever, the Applicpnt shall install and maintain /andscaping on the south side of said fence in a quantity thac results in a minimum of two times the landscaping that wou/d be required to meet the intent of the Village's codes. Said landscaping shaU be installed and maintained such that a five foot (5'J fence maintenance access way is maintained adjacent to the fence. The applicant shall work wirh the Village's landscaping consu/tant In order to accomplish this waiver/approval condition and the proposed landscaping shali meet with the approva/ of the Vilfage's landscaping consultant in terms of quality, quantityand/ocation." The applicant worked with the Village's landscaping consultant in order to accomplish this waiver/approval condition. The proposed landscape met aparovai of Steve Parker, �Ilage's landscaping consultant. Waiver/Condition 2 "The applicant shal! be permitted to utilize all existing fencing material surrounding the subject property, despite the fact that ihe fence height in some locations is between five feet (5') and six feet (6') talL The applicant shall provide sufficient /andscaping to conceal the fence. The applicant shall work with the Village's landscaping consultant in order to accomplish this waiver/approval condition , and the proposed landscaping shall meet with the approva/ of the Village's landscaping consultant in terms of gualityand /ocation." Per Village's landscaping consultant, Steve Parker, review comments "The proposed plantings on the west property line between the fence and sidewalk will not adequately fill the space or provide significant upgrade over the existing hedge" (See attached Mr. Parker review letter). This condition was not met. WaJver/Condifion 3 "The applicant shall be permitted to use the existing monument sign for the rehabilitation facility use, and shal� further be permitted to place code compliant copy materia� on both sides of said monument sign" The annlicant met this condition. Waiver/Condition 4 "It is understood that the applicant is working with Palm eeach County regarding landscaping and landscape maintenance along Old Dixie Highway. The event that the applrcant fails Co secure county approva/ for said /andscaping and landscape maintenance, then the applicant shall be solely responsible to install and maintain additionaf landscaping on their property adjacent to Old Dixie Higi►way without county assistance; such maintenpnce shal! NOT be the responsibifity of the Village of Tequesta. The applicant shall work with the Viltage's landscaping consultant in order to accomplish this wpiver/approva! condition and the proposed I landscaping sha!l meet with the approval of the Village's landscaping consultant in terms of quality, quantity and location" 4 Department of Community Devetopment -Stoff Report— P&ZAB Public Hearing 7.7.11. GMH Tequesta Holdings LLC The applicant worked with Village's landscap(ng consuitant, see attached proposed landscape plan along Old Dixie Highway. The aaqlicant did not submit to the Villaae a letter of auproval from Palm Beach Countv. or an evidence that the nlan was submitted to the Countv. Waiver/Condltion 5 "The applicant shaU not be permitted to sub/ease any space whatsoever on the rehabilitation facility site". The applicant agreed to this condition at the Council Public Hearing conducted May 12, 2011. Analysis of Compliance of Ordinance 1-11 Provisions Applicant has complied with provisions of Ordinance 1-11 except the ones that were waived by Village Council, provisions that are not time appropriate, and the following provision: "Rehabilitation facilities must be equipped with a controlled space, effectively screened from public view, for arrivals and departures of patients. This space shall be large enough to accommodate an ambulance for transporting patients in and out of the facility". Applicant provided ambulance transport area, but did not provided adequate screening from public view (See attached Village's landscaping consultant letter). Analysis of Site Plan Application LEVEL OF SERVICES The applicant provided a/etter describing each leve/ of service (See attached applicant IetterJ. • TRAFFIC See attached approval from Palm Beach County. Also, the Village's Traffic Consultant, Trent Ebersole, P.E., reviewed the proposed application and approved the applicant traffic study. • SANiTARY SEWER The proposed application does not exceed the maximum flows of 19,530 gallons/day or 21,000 gallons/day. The anniicant needs a permit from LRECD for this qr000sed develocment. • POTABLE WATER The proposed flows are within the level of service rates (See attached analysis provided by � applicant). 7he application was reviewed by Russell White, Tequesta's Pubiic Service Manager (See attached letter from Mr. Whitei. � DRAINAGE The applicant indicated that SFWMD had issued a permit for the Crossing project (See attached letter from applicant and SFWMD permit). The applicant states that "the site drainage system exceeds the required leve/ of service standards and the impact of the proposed development is substantially /ess than what was previousfy approved". The analicant needs a qermit from SFWMD for this proposed deveioament. PUBLIC WORKS REVIEW Mr. Russell White, Public Service Manager, had reviewed proposed application, and has no additional comments (See attached tetter). 5 Department of Community Development - Staff Report --- P&ZAB Public Hearing 7.7.11. GMH Tequesta Hotdings LLC LAW ENFORCEMENT REVIEW Provide to the Village a certify field measurement of illumination levels as a photometric previous to CO. LANDSCAPE ARCHITECT REVIEIZI/ Please see Viflage's fandscaping consultant, Mr. Steve Parker, ASLA, review letter. FINAL REMARKS • The appiicant provided finished materials boards including color samples (floor, walls, roof, etc.). • This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was advertised in the lupiter Courier on June 26, 2011. • The following is a summory of outstanding comments that the applicant needs to provide as part of the site plan approval process: - Provide letters of approvai from various agencies indicated in the Site Planning Review Form when applied for Village Council site plan approval. - Waiver/Condltion 2 "The applicant shali be permitted to uiilize all existing fencing material surrounding the subject property, despite che fact that the fence height in some locations is between five feet (5'J and six feet (6'J tall. The applicant shall provide sufffcient landscaping to conceat the fence. The applicant shall work with the Village's landscaping consultant in order to accomplish this waiver/approval condition and the proposed landscapinq shall meet with the approval of the Vrllage's landscaping consultant in terms of quality and location." Per Village's landscaping consultant, Steve Parker� review comments "The proposed plantings on the west property line between the fence and sidewalk will not adequately fill the space or provide signtficant upgrade over the existing hedge" (See attached Mr. Parker review letter). This condition was not met. - Wpiver/Condition 4 "!t is understood that the applicant is working with Palm eeach County regarding landscaping and landscape maintenance alonq Old Dixie Hiqhway. The event that the applicant fails to secure county approva/ for said landscaping and landscape maintenance, then the applicant shall be solely responsible to insiall and maintain additional landscaping on their property adjacent Co Old Dixle Highway without county assistance; such maintenance shall NOT be the responsibility of the Village of Tequesia. 7'he applicant shall work with the Village's landscaping consultant rn order t� accomplish this waiver/approva/ condition and the proposed I landscaping shai! meet with the approval of the Village's fandscaping consultant in terms of quality, quantity and location" The applicant worked with Village's landscaping consultant, see attached proposed landscape plan along O!d Dixie Highway. The aanlicant did not submit to the Vilia�e a letter of aparoval from Palm Beach Countv. or an evidence that the alan was submitted to the Counri. - "Rehabilitation facilities must be equipped with a controlled space, effectively screened from public view, for arrivals and departures of patients. This space shall be large enough to accommodate an ambulance for transporting patients in and out of the facility". Applicant provided ambulance transport area, but did not provtded adequate screening from public view (See attached Village's landscaping consultant letter). 6 Department of Community Development - Staff Report — P&ZAB Public Hear(ng 7.7.11. GMH Tequesta Noldings LLC - Level of Service- DRAINAGE The applicant indicated that SFWMD had issued a permit for the Crossing project (See attached fetter from applicant and SFWMD permit). The applicant states thai "the site drainage sysrem exceeds the required level of service standards and the rmpact of the proposed development is substantially less than what was previously approved". The applicant needs a permit from SFWMD for this proposed development. - Level of Service -SANITARY SEWER The proposed application does not exceed the maximum flows of 19,530 gallons/day or 21,000 gallons/day. The applicant needs a permit from LRECD for this proposed development. - Applicant needs to comply with comments stated by Village's landscaping consultant, Steve Parker, - Provide to the Village a certify field measurement of illumination levels as a photometric previous to C0. This report was prepared by Nilsa C. Zacarias, AICP, and; / ' � Approved by ChiefJames M. Weinand .; ��'/�,�/�I,'s`��� '�;,'' Date �•' � - ,�,- � Q �-� - _.� � --.-,�.: - - �- �� �. Ii0��1 6� t0: � pi ��� i — ..I= b��' i � � f ir. i I ' �� � a tl Pil1 I C� � �, . IG e � ! , !� rf ' , lc..at..,�i. � � -. . .�.. - s.[ � � � 3 �I+�� �'n�Q �..� ��� r+ ���'- �� ± �M����� r��- ^��-�'; L�S�I�ix�i�1 � s. � � �z" �sa..�� k�;... '_ d F� �. � �- +E._� ,: F' ,�,,�. _ "_.1 - :- � „ � r ' ,� :.� �` �-sr�,-�-y �: ;� ;, +";c' � r r Existing Conditions at the Site 4 I if i , t ���� �I �� 4 �'t. '�a Y �—_ � - _ t- —'---_' �'�� : �i �`3- . � _ =,.' : _ a� �. _ _� � i P + �, i . ' Il r ' ' �. I � pi�����r� � l�r,�� ! � f i ! � � ' - �''�"" - _ � �.�a i ?�� ' I I��I''� � � i. `� �� . `" ,�,�� , �� I I � �'- �- --...� ^.s..�'..j �`.°s�,. :��. � I �. �°I � ..�(���': � � � �'- � �i i ;�f 4 �' n ; � L L ��^,' �"i-� — �'�, � % � —.._• . _! _ .,, � �_� �f�: � ��� Y .y 1 I � � S � o- Y A � ' x �*{{ , � � �� � . Y _ --. :�4 q ' T � , y� �-. y . ��.+� , . .. .. .. . _ "`i71 'C�� yfl�P�� � � ) +�.� '�'� ' � J � N �'i�Y,?� �� :. � . r�`�., .� .� .. . . Department of Community Development - Staff Report — P&ZAB Public Nearing 7.7.11. GMH Tequesta Holdings LLC �* 'Yf �I� � �.Z � � ���p�q����� ����P� E�bd�3 ��g.�a�pQp . ., _ �,�...�� PA]�KER•YANNETTE design group, inc. june 29, 201Z Mr. james Weinand Fire Chief & Acting Community Development Director Village of Tequesta 345 Teyuesta Drive Tequesta, FL 33469 RE: GMH Tequesta Haldings, LLC Dear Mr. Weinand: This letter is a summary of my review of the latest response letter and revised landscape plan prepared by Gentile, Holloway, 0'Mahoney, dated 6/27/11. Perimeter Hardsca�ejLandscape: 1. The proposed plantings on the west property line between the fence and sidewalk will not adequately fill fihe space ar provide a significant upgrade over the existing hedge (see Exhibit "A"). Options to improve this area could incarporate a double row of 7 gal. shrubs (triangular spacing), or larger shrubs, 10 gal. or 15 gal. aC installation. Per the Applicant's response letter, the above request is not asking for two (Z) layers of 3 gal. and 7 gal. plant material. Instead, the request is to upgrade the appearance and create a more immediate, dense perimeter buffer. In addition, a waiver was granted by the Village Council at the Special Exception Hearing for the perimeter fence height. As a condition oF the waiver, the Order Approving Application states, "The Applicant shall provide sufficient landscaping to conceal the fence." Interior Hardsca�e/L_,,_ anciscape: 1. The loop road plantings and enlzancement features are still minimal and do not reflect the characteristics of a high end project. Although GMH Holdings feels the current landscaping and amenities are sufficient, without impravements, this area will have an unfinished appearance in comparison the lush plantings proposed throughout the majority of the project. 2. Please note the ambulance transport area on the landscape ptans. Plant an immediate 6' ht., full to base, opaque buffer adjacent to this area. Although the Appiicant feels this are� has been adequately screened, the majority of the proposed shrubs are 24" to 48" ht. at installation and the Sabal PaIms are too tall to provide buffering. Per tlie Special Exception, GMH Holdings shatl provide "a controlled space, effectively screened from public view, for arrival and departure of patients." 3. The utility easements inc�icated on the previous plans did not show up on these plans. The dimensions and labels appear on the plans, but the acCual easements are not indicated. Please contact me with any questions or comments, Sincerely, / Stepften �. J avcPr�c / Stephen J. Parker, ASLA SJP/cly cc: Nilsa Zacarias, AIC�' Page 2 ,Yy/• f' ,, � , 1( �� j. :'LS�'�t. I ^ -!� � , � . �, �' ' . "�` � - � �( i �1�r , %z��'� �� � I � ,! � , � ' , . i � � � � - ' _ _ �Ytily,k�s .,. �i . . I +. r,.. � �' y.._ j,��.�{r• � f .._ ym .:t � \\, , � ._` a � � } a,. fi � I n L�,�,,;� :. V � a.., ���� W �� , - ����'� � � � - . __� �� �� � :, �., � '�°' �, k L �� I� _,, ?'(�'t'. M S ��l.�Xl�� ,', !^'I f �-tr r � � .{ri� �'" �.._...:__.._�._.ti�..._,:�. 'J �..__.�._._. Existing West Fence b V - � . ` 8 :.._ '" � I � �iro� � u 6� �r� i j � i _ F HI . ��..+ �n��. n ,��y �,� ti� },� `�iyq�;�.� t ; � �O_'��.�lY�S7 �a .. e . , ' � - � __ ,t� _ .ae�. � ea�.+.e.,�� 11 � . 1 ' _ �', I , � - �1 , l _ � �� i ; "� 6k . = :� , � _> _ - - , —:--_—_. __...,,;:�;::�-.—__—_ Existing East Fence Existing South Fence Existing North Fence � � ,,��� ;,, t , �R' ; R, i{ _r � � �.. � `'�, �, n.r„���;�"�ti �F � .��J �r'� a� � , :1- _ S : � .� �' � y �� _ . f. +� �+r, � t � � �Ir ��, � ' t �` r ;T-'`. 9 � a—!��f�1D7 �l�l!I':I � _ — -- �-� _ , � �� _. '����`�'''.°� `_: ��R .;,r_ -� �I��III _,��Ll�l'.f , �k �,';; �.- —� - ... �� . --. - � ` —�` .�,���.—��. . . r _ .- - - -- -- . . � � � . �`, . � � - .�-' ,_ , : �., �, 1.._, F . ...:... • . � ,,,,t� 's: r�.i ,.4�aa, } r ��`�� 1 - `� '�ri� � d;,��`' 7 T � • t ��` �r,'�' .�' r .t,. 1 _. . e's� � _ _ .. _. ,_ _ .. _ ._�.��.-�av.a� .S f = . ..._ _�.ti -_- � Department of Community Deve�opment -Staff Report— P&ZAB Public Hearing 7.7.11. 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F.',. _ .... ..� - �-_ V ♦ , ^� TEQUESTA UTILITIES �' � MEMORANDUM .� TO: NILSA ZACARIAS, COMMUNITY DEVELOPMENT FROM: RUSSELL K. WHITE, PUBLIC SERVICE MANAGER SUBJECT: GMH ( TEQUESTA HOLDINGS LLC ! FINAL SUBMITTAL DATE: JLINE 29, 2011 clfter review of the above, they have addressed all of my concerns and requirements. Should you need additional information, feel fxee to contact me. ��� c �G 2 � � � . o ��ORi9�' May 24, 2011 Department of Engineering Ms. Catherine Harding and Public Works Director of Community Development P.O. Box 21229 Village of Tequesta 345 Tequesta Drive 4Vest Palm Beach, FL 33416-1229 Tequesta, FL 33469 (561) 684-4000 FAX: (561) 684-4050 RE: GMH Tequesta www.pbcgov.com Project # : 110502 TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Ms. Harding: � The Palm Beach County Traffic Division has reviewed the traffic study for the proposed ACLF entitled GMH Tequesta, pursuant to the Traffic Performance Standards in Article Palm Beach County 12 of the Palm Beach County Land Development Code. The project is summarized as Board of County fO��OWS: Commissioners Location: East side of Old Dixie Highway, north of Village Boulevard. Karen T. Marcus, Chair Municipality: Village of Tequesta sheltey vana, vice Chair PCiV #: 60-43-40-30-46-001-0000, 60-43-40-30-46-002-0000. Existing Uses: 84 MF Residential Units — never occupied to be converted Paulette Burdick PVew Proposal: Assisted Living Facility w 105 Beds New Daily Trips: 249 Steven L. Abrams New PH Trips: 18 AM and 30 PM surt naronson Build-Out: Year End 2013 )ess R. santamaria Based on our review, the Traffic Division has determined that the proposed ACLF meets Priscilla A. Taylor the Traffic Performance Standards of Palm Beach County. No building permits are to be issued by the Viilage after the build-out date specified above. The County traffic concurrency approval is subject to the Project Aggregation Ruies set forth in the Traffic Performance Standards Ordinance. If you have any questions regar�ling this determination, please contact me at 684-4C3Q or County Administrator e-mail me at matefiC�a.pbc�ov.org. Robert Weisman Sincerely, � /,�/' ' Y � " �. _ _-- Masoud Atefi �MS� TPS Administra�, Municipalities - Traffic Engineering Division MA: sf ec: QeRose Design Consultants, Inc. File: General - TPS - Mun - Traffic Study Reviews N:\TRAFFIC1ma\Admin�Approvals12011 \110502.doc 'An EqualOppa•tuniq• Afjrrmative Ac[ion Gmployer" � printed on recycled paper Since 1979 D eRose Design Consultants, i .� ; `; �_. � ..;`�� ��, STRUCTURAL • CIVIL • LAND PLANNING • ENVIRONMENTAL • ELECTRICAL • MECHANICAL ��� �'�� 470 Sou�h Andrews /�ve. • Suite 20G 9620 N.E. 2nd Ave. s Suite 203 "'`���,��'� � Pompano Beach, FL 33Q69 � Miami Shores, FL �3138 `'�' 954-942-77Q3 • Fax 954-942-7933 305-249-3674 • Fax: 305-249-341 D We6site: http://www.deroseconsi.iltants.corn June 16, 2011 Village of Tequesta Community Development 345 Tequesta Drive Tequesta, FL 33469 Attn: Mr. James Weinand Acting Community Development Director RE: GMH Tequesta Holdings LLC Site Plan Application OPN: 10003A Dear Mr, Weinand: In accordance with Viilage of Tequesta Code of Ordinances Section 78-331(h), I hereby certify that to the best of my knowledge, information, and belief the proposed redevelopment provides the necessary infrastructure to exceed the level of service standards of the Village of Tequesta for traffic, sanitary sewer, drainage and potable water, based on the following: Traffic The Village of Tequesta level of service standard for arterial roads (Old Dixie Highway, Village Boulevard, and County Line Road) is a Standard LOS of C and a Peak LOS of D, per Village of Tequesta Code of Ordinances Section 78-331. As indicated in the previousiy submitted traffic study approved by Palm Beach County for traffic concurrency on May 24, 2011, and in the attached letter provided by Thomas A. Hall, inc., both roads provide a Standard LOS of C and a Peak LOS of D, Sanitary Sewer The level of service standards for sanitary sewer are indicated by the following table: �Category ,Maximum Monthly Daily Flow (MMDF) �Maximum Daily Flow (MSF) ! �Residential ;93 galions/capita/day 100 gallons/capita/day � For the proposed development, which will have a totai of 105 patients and maximum of 105 staff, the maximum flows based on the above criteria are the following: 10003A.Ios.cert.061611.1dr ;Proposed IMaximum Monthiy Daily Flow (MMDF) Maximum Daily Fiow (MSF) �Redevelopment 19,530 galfons/day 21,000 gallonslday As the Village is aware, the existing site infrastructure was constructed as part of the Crossings project, which proposed apartment and multi-family units in the form of a main building on the southern portion of the property and townhomes on the northern part of the site. The proposed GMH Tequesta Ho(dings LLC project does not inciude the additional townhome units previously proposed, providing a total of only 75 units. The previous project and associated sanitary sewer infrastructure was reviewed and approved by the Village of Tequesta and Loxahatchee River Environmental Controi District for this levei of redevelopment at 82.25 ERCs (see attached agreement), which is equivalent to a 143 bed facility (0.575 ERCs per bed for similar ACLF facilities per LRECD Rule 31-10). As indicated in the LRECD Construction Standards and Technical Specifications, a 143 bed facility at 100 gaflons per person produces 14,300 gpd. As such, the constructed infrastructure does not exceed the maximum f�ows of 19,530 ga(lons/day or 21,000 gallons/day. Potable Water The level of service standards for potable water are indicated by the following table: Avera e da water consum tion rate: Residentiai �120 gailonsfcapita/day Maximum da water consum tion: ; Residential 180 gallons/capitalday � For the proposed development, the average and maximum rates permitted and provided for the patients and staff on fhe proposed site are the following: Avera e da water consum tio� rate: �Maximum Rate Permitted Rate Provided.`-_ .; � ;Proposed Redevelopment �25,200 gallons/day 21,000 gallons/day . Maximum da water cansum tion: � Maximum Rate Permitted Rate Pro�rided .' Proposed Redevelopment 37,800 gallons/day 31;500 gal{onslday : The average daily water consumption rate of the proposed facility was based on 210 persons at 100 gallons/person/day. The maximum daily water consumption rate was calculated using a peak factor of 1.5. Please note that the previous project and associated water infrastructure, which included the proposed townhomes, was reviewed and approved by the Village of Tequesta (see attached agreement) for 153 ERCs or 10003A.Ios.cert.061611.1dr 53,550 gpd. The proposed fiows are within the level of service rates indicated above and also well within the total flows approved in the prior site allocation agreement. Drainaae As indicated in the Village's level of service standards, a three-year, 24-hour storm event shall be used as the basis for estimating the availability of capacity and demand generated by a proposed development project. Each proposed site must also maintain 95 percent of all stormwater runoff on-site. As indicated in the attached SFWMD permit for the Crossings project (please refer to highlighted areas), the existing site drainage system was designed to provide storage via retention areas and exfiltration trench for the 25-year, three-day storm event and maintain 100% of ail stormwater runoff on-site. The site drainage system exceeds the required level of service standards and the impact of the proposed development is substantially less than what was previously approved. Should y�u h;�ve any questions, please do not hesitate to contact our office. Sin��er��ly, ' � � %� � � ;�,��,��,�_-�; �- _ ,�.��C___- % �.: Lawrenc� DeRose, F.E. Licensed Enrineer #20169 State of Florida LDR/jcf 10003A.1os. ce rt.061611.1dr F'ILED: Vill�ge of Tequesta DatQC ��-�"'/( �RDER C1F'CHC VILLAGE COUNCCI. �irne: _ •� �'�-. VILLAGC OF 'd'E�UESTA REQUCST F'OR SNCCIAL rXCF,PT[ON �'ASE fVO.: 5E-02-11 [1a1 RC: GMH 7'equesta Holdings, LLC', Uwner DeRose Design C onsultants, Inc., /�pplicant PROPER`I'Y L.00ATIOIV: 217 Village Boulevard, "tec�uesta, F�I, 33469 g,fl!,�Afl, �)I�SCRIP'TION: AL� PLA"1' OF VIL,LAG� OP TFQIJLSI'A C'`I' Ot�' "1'R A I..YCi W C)F' & F�DJ T'O 1'AR 1. "I'RS K'TI��I[Z[.J N1 & NOT LABFLED ARFAS A/K/A P�1R 2 Pf#]RQ:�,fl� ��'�i�i`T�d�L [vI�J[Vt�i,[2�: 60-43-�0-�0-46-UO2-0000 SI'��'�AL E7�C"EP'�'I(�PI iP��i1�S'�'E(➢: Rehabi(itation Facility use ii� the MU Mixed Use 7oning District in accordance �vith Sec. 7S- f 80 u; lhe Village C ode of Ordinances. �Rt)El� AI'PItOi�Yl�!(s APPL.1Ct�T1�I�! "1'his c�tuse c�une on to be heard upon the above applic�tion t�nd the "1'equesta Vil(a�e C.01.i11C1I I1�1VI11�T COI1S1(�.(:PeCI tlle eVi(�el1CC: �1'('Stlll<:CI vy �I1C a�fJliC�ll11 allCl 01I1e1' 1Tlte1'ESteCI �eCS011S at a heai•ing cailed and properly noliced, �ind the 'T'eyuest� Villlge Council, being othet•wise duly adviseci, "T'I-IERLIJPON, I'HL:'TE(�(1FS'T'A V[L.L.nGE C:'OtINCIL, I�INUS AS FOLI.,OWS: 1. 1�he subject property is (oc�ted in Che [VICI Mixed [Ise '.l:,oning District in lhe Village oF Teq uesta. 2. The applicant has submitt�d aU dc�ciuncuts requiccd by the Village's Code oP Urdinaiices foi• special e�ceptiu�i r�view. 3. The apptication, lhe slal'P report �nd all other su�porting docun�entation and presentation materills as revie�vecl by lhe Village C'ouncil at its M1y 12, 2011 meeling, and as kept on Cile by the Village, are made a part hereof arui �re hereby iricorporated by reference. 1'a�e I 4. According to Section 78-180 of the Village Code of Ordinances, a Rehabilitation Facility is permitted as a special exception in the MiJ Mixed Use Zoning District upon approval by the Village Council, 5. The applicants have applied for a special exception to a11ow a Rehabilitation Facility use on the subject properly. 6. Under the provisions of the Village Code of Ordinances, the Village Coun.cil has the right, power and authority to act upon the request herein made. IT IS THEREUPON CONS[DERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: T'he application for Special Exception, Case No. 5E-02-11 with reference to the above described property wittrin the Village of Tequesta, Palm Beach County, Florida, to permit the following: Rehabilitation Facility use, in accordance with the special exception application attached hereto as Exhibit "A" is hereby APPROVED since the Village Council hereby finds that the applicants have met the standazds set forth in Sections 78-362, 7'8-363 and 78-180(ix16) of the Tequesta Zoning Code for rehabilitation facility special exception approval. The following waivers and conditions of approval are imposed by the Village Council for this �pplication: l. The applicant shall be permitted to utilize tiie existing fence located on the Village's water plant property adjacent to the north side of the subject property to comply with the requirements of Sec. 7&180 (i)(16)h. The applicant shalt not be required to place landscaping on the north side of said fence; however, the Applicant shatl insta.11 and maintain landscaping on the south side of said fence in a quantity that results in a minimum of two times the landscaping that would be required to meet the intent of the Village's codes. Said landscaping shall be installed and maintained such that a five foot (5') fence maintenance access way is maintained adjacent to the fence. The applicant shall work with the Village's landscaping consultant in order to accomplish this waiver/approval condition and the proposed landscaping shall meet with the approval of the Village's landscaping consultant in terms of quality, quantity and location. Page 2 2. The applicant shall be perrnitted to utilize all existing fencing material surrounding the subject property, despite the fact that the fence height in some locations is between five feet (5') and six feet (6') tall. The applicant shall provide sufficient landscaping to conceal the fence. The applicant shall work with the Village's landscaping consultant in order to accomplish this waiver/approval condition and the proposed landscaping shall r�eet with the approvat of the Village's landscaping consultant in terms of quality, quantity and location. 3. The applicant shall be permitted to use the existing monument sign for the rehabilitation facility use, anc! shatl further be permitted to place code compliant copy material on both sides of said monument sign. 4. It is undecstood that the applicant is working with Palm Beach County eegarding tandscaping and landscape maintenance along Old Dixie Highway. In the event that the applicant fails to secure county approval for said landscaping and landscape maintenance, then the applicant shall be svlely responsible to instaU and maintain additiona! landscaping on their properly adjacent to Old Dixie Highway without county assistance; such maintenance shall NOT be the responsibitity of the Village of Tequcsta. The applicant shall work with the Village's landscaping consultant in order to accomplish this waiverlapproval condition and the proposed landscaping shall meet with the approval of the Village's landscaping consultant in terms of quatity, quantity and location. 5. The applicant shall not be permitted to sublease any space whatsoever on the rehabilitation facility site. 6. The appticant has agreed to each and every one of the aforesaid waivers/conditions of approval during the special excegtion public hearing. * The term applicant(s} as used herein shall inctude all successors and assigns. * The applicant's special exception approval shall expire in twelve (12) months unless a building permit has been obtained, preliminary site plan or plat approval has occurred, or other significant actian to satisfy the requirements of this approval have occurred in accordance with Sec. 78-367. Page 3 DONE AND ORDEKEU "THIS /� DAY OF MAY, 201 l. -- j _,' � ,�. -� _ , -- � �— - � --_ — ---- MAYOR TOM PATERNO, VILL,AGC; OF TE(1lJESTA �, I1 � J1, U �L / I � ���uulupe��� r 1 CGr �'1�.�!�t,� -----�;��ca�..°'``..T'"''',,,, LORI McWII.,I.,IAMS, MMC ; ���,4�P�,�•�C� ; VfLLAGE CLERK '�' � ���'.�t' ` .l�/��� �� '�'�d'.. ;n. :�; r �'.�,;�.� °�arF =. 4\ E:. s i9�����',,�': `�'' r�'`� � 1_Q�� � - ��il�'t. � ORDINANCE NO.1-11 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AMENDING THE VILLAGE CODE OF ORDINANCES AT CHAPTER 78. ZONING. AT ARTICLE I. IN GENERAL. SEC. 78-4. DEFINITIONS. BY CREATING AN ENTIRELY NEW DEFINITION FOR "REHABILITATION FACILITY" AND BY AMENDING THE DEFINITION OF "RESIDENTIAL USE"; AT ARTICLE VI. SCHEDULE OF DISTRICT REGULATIONS. SEC. 78-180 MU MIXED USE DISTRICT. BY ADDING "REHABILITATION FACILITIES" AS A SPECIAL EXCEPTION USE, BY CREATING CONDITIONS TO BE MET BY ALL REHABILITATION FACILITIES AND BY LIMITING THE DENSITY FOR SUCH SPECIAL EXCEPTION USE TO 8 UNITS PER ACRE; AND AT ARTICLE X. OFF-STREET AND ON-STREET PARKING AND LOADING REGULATIONS. BY ADDING "REHABILITATION FACILITIES" AS A CATEGORY AND REQUIRING REHABILITATION FACILITIES TO PROVIDE ONE OFF STREET PARKING SPACE PER PATIENT BED; PROVIDING THAT EACH AND EVERY OTHER SECTION AND SUBSECTION OF CHAPTER 78. SHALL REMAIN IN FULL FORCE AND EFFECT AS PREVIOUSLY ADOPTED; PROVIDING A CONFLICTS CLAUSE, A SEVERABILITY CLAUSE AND AUTHORITY TO CODIFY; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, the Village of Tequesta has received a privately initiated application from GMH Tequesta Holdings, LLC to amend the Village's zoning code text to allow rehabilitation facilities as a special exception use in the MU Mixed use zoning district; and WHEREAS, said application provides a definition for "rehabilitation facility" as well as density restrictions, parking requirements and other conditions of approval that all rehabilitation facilities would have to meet in order to receive approval to operate from the Village Council; and WHEREAS, the applicant has previously advertised and held a public "town hall" meeting to discuss with the citizens of the Village its intentions to operate a rehabilitation facility in the MU Mixed use zoning district; and WHEREAS, the applicant has met with Village staff on numerous occasions in order to prepare its apptication in a manner that will serve not only its own purposes, but also those of the Village ;and WHEREAS, the applicant has previously met with the Village Council in a publicly noticed workshop meeting to further discuss and refine its application; and 1 WHEREAS, the applicant has taken into account all the input obtained at all the aforesaid meetings and workshops, resulting in the zoning code text amendments as set forth herein, which the Village Council believes will be in the best interests of the Viilage of Tequesta, and will promote the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, PALM BEACH COUNTY, FLORIDA, AS FOLLOWS: Section 1: Chapter 78. Zoning. of the Code of Ordinances of the Village of Tequesta is hereby amended at Article I. In General. Sec. 78-4. Definitions. by creating an entirely new definition for "Rehabilitation facility" to be inserted alphabetically into the existing list of definitions, and by amending the existing definition of "Residential use"; providing that these definitions sha11 hereafter read as follows: Section 78-4. Definitions �ehabilitation facilitv means a nrivate State of Florida licensec� facilitv that nrovides � habilitation care for n atients who are eishteen vears of aee or older. The nrimarv nuroose of a rehabilitation facilitv i�to nrovide treatment for drue and alcohol addiction and eatin$ disorders� �owever the rehabilitation facilitv must be a dual diagnostic facilitv staffed and eauinned to �rovide treatment for co-occurrinE disorders. Rehabilitation facili�i�� mav also nrovide nro rams that nromote health wellness and overall lifestvle enhancements for their residents. R eha ilitation facilit must nrovide a struct�red residential livin¢ environment which includes th f�c�llowin¢ features• 24-h on-site securitv: 24-hour vatient sunervision bv licensed nursm� ctaff� and aualitv of life services such as swimmin� nools. ¢arden areas. snort-courts. exterior na t��s or sittin areas com munitv livin areas meditation areas fitness rooms. libraries recreation rooms televisions. on-site food nrenaration _and telenhone and internet service. � Rehabilitation f2c_ilities must vrovide short term ca.re treatment and extended care treatment and ma�� also nrovide follow un eatment Rehabilitation facilities shall not offer anv services for '�r dividuals with a historv of violent behavior or threats to the nublic health. safetv and welfare or �hP hP�lth safetv and welfare of other natients The followin� definitions annlv to the definition of rehabilitation facilrtv: 1. Rehabilitation care means dia�nosis and treatment for drug and alcohol_addictior� disorders, eati di sorders and nhvsical. beha ioral. mental or emotional issues that are directiv attributed to those diso rders Rehabilitation care does not incIude r encv or medical detoxification whi�h is snecificallv considered a nrohibited use eh�„l� a rPhahilitatinn facilitv natient reauire emer�encv or medical detoxification, this must be comnleted at an off-site facilitv nrior to beeinnin¢ reh abilitation care. 2 2, 'v t mP ans nrivatelv owned and funded with no use of sta�o� ederal (includin� ��t�.��^arP nr Mt�rliraiAl fi�tl[�c fnr the �neratinn of the facilitv the_ treatment of natients v or research work that ould reouire the accentance and treatment of �ederallv or sta te fun ed natients Private al_so means that t�rehabilitation facilitv �hall not accent third nartv billing for natient care. 3. S hort term care means a nxogram desi¢ned for a minimum residential stav of 30 calendar davs. 4. t c r re n n 'f 1 tr e.atment after comnl tin¢ the initial short-term care resid�ntia� �reatnnent nro_�ram• 5. low un treatment nneans a nro�ram desi�ned for an additional one week stav in �siciential treat ment subsea��Pn+ tn thP nr vious co nletiQn o e short-tern� care or extended care treatment nrosrann and must occur at th�aa?��facilrt wh ere short- xgrm care or extended care treatment was received Follow-un treatment is fo�those „.,+;v„*� .�,a� .,AA,� a,��t;r;�nat ctriirtiireri fnll[��r treatment t at does not reauire the clinic� 1 intensitv of the short term or PY*p^�ed care treatment nro�ram Follow-un treatment shall not account for more than ten oercent (10%1 of the Reh ilitat�on Facilitv'� �atient clientele Follow un care can also be in the form of electronic cozresnondence or tele conferencinE and in such cases has no limit or restrictions reaardin�the duration of the care the location of the treatment or the number of narticina ' atients. 6. Emer�encv or rrtedical detoxifi�ation means the elimination of toxins su�h cohol • or controlled substances from the bodv of indi viduals who reauire acute care and/or -- - __ - have serious he lth risks as a result of their substanc� abus�. edical or emergenc.�+ detoxification is nerformed under the direct sunervision of inedical �Q,,rtors and medical sunuort staff and mav include the administration of ine_dicat� or tranguilizers in order to ease the vyithdrawal nrocess. Residential use means use of land or structures thereon, or a portion thereof, as a dwelling place for one or more families or households, ' ludin� re idential rehabilitation facilities in the MU mixed-use district, but not otherwise including occupancy of a transient nature such as hotels, motels, or timesharing rentals. Section 2: Chapter 78. Zoning. of the Code of Ordinances of the Village of Tequesta is hereby amended at Article VI. Schedule of District Regulations. Sec. 78-180. MU mixed use district. by adding "rehabilitation facilities" as a special exception use, by creating conditions to be met by all rehabilitation facilities, and by limiting the density for such special exception use to 10 units per acre; providing that Sec. 78-180 shall hereafter read as follows: Sec. 78-180. MU mixed-use district. (a) Purpose. [This paragraph shall remain in full force and effect as previously enacted.] (b) Applicability of development regulations to mixed-use development. [This paragraph shall remain in full force and effect as previously enacted.] (c) Conflicts with other regutations. [This paragraph shall remain in full force and effect as previously enacted.] 3 (d) General requirements and special regulations. The following general requirements and special regulations shall apply to planned mixed-use development within the mixed-use district: (1) Location. [This paragraph shall remain in full force and effect as previously enacted.) (2) Configuration of site. [This paragraph shall remain in full force and effect as previously enacted.] (3) Unity of title. [This paragraph shall remain in full force and effect as previously enacted.] (4) Densiry. For the purpose of this section, if dwelling units are to be developed as part of a proposed development within the mixed-use district, the total number of dwelling units permitted in the mixed-use district shall be computed on the basis of 18 dwelling units per gross acre for all residential uses, with the followins excentions: e�c��e�ie�r-e€ ACLFs� shall be computed on the basis of 24 dwelling units per gross acre� rehabilitation facilities shall be comnuted on the basis of 8 dwelline �nits ner ¢ross acre. (5) Building height. [This paragraph shail remain in full force and effect as previously enacted.] (e) Site plan review. [This paragraph shall remain in full force and effect as previously enacted.] (� t/rban design principles. [1'his paragraph shall remain in full force and effect as previously enacted.1 (g) Urban design objectives. [This paragraph shall remain in full force and effect as previously enacted.J (h) Permitted uses. [This paragraph shall remain in full force and effect as previously enacted.] (i) Special exception uses. Special exception uses in the mixed-use district are as follows: (1) -(15) [These paragraphs shall remain in full force and effect as previously enacted.] (161 Rehabilitation facilities subiect to the following conditions: � Rehabilitation facilities shall be prohibited from bein� located within a 4ne h lf mile radius of anczt�er rehabilitation facilitv b. Nin +�� „pr �Pnt �f the dwelline units shall have a minimum of 575 sauare f eet The remainin� ten uercen of the dwelline units mav have a minimum of �00 sauare feet. � A maxi mum o fortv nercent (40%1 of the dweltine units shall be n ermitted to have two (21 bedrooms In no case shall a dwelling unit have more than two (21 b�drooms Two (2 1 bedrQOm dwellin� units shall have a minirnum o � 750 sauare feet. d Occunant laad for individuals receivin� treatment sha11 not exceed the number of bedrooms Bedrooms and studio dwellin� units shall be for sin�le Qccunancv onlv Overall densitv for a rehabilitation facilitv shal! not exceed ei¢ht (S) dwellin¢ units ner gross acre� e Dwellin¢ units sh all be confi�ured as follows: 1 Studio units if nrovided shall have a one (11 combination bedroom/livin� area/ kitchen and a nrivate bathroom � � One bedroom unit� if nrovided shall have one (11 nrivate bedroom one — r» „�;.,�+P ha+�,room nrivate livine areas and a nrivate kitchen. 3. Two-bedroom units. if nro� �i�ci all have two (2l nrivate bedrooms. two �21 nrivate bathrooms cammon livine areas an a common kitchen. 4 f Dwellin¢ �nits shai_I not have senarate individual mailin� addresses. . - _ Rather the rehabilitation facilitv shal_l maintain one maste address which all residents shall reside under durin� their sta.v at tl�rehabilitatiQ facilitv. g. Rehabilitation facilities mus be eauin�ed wi h a controlled snace. effectivelv scr�ened f�rom nublic view for arrivals and denartures of nat�nts � i nace shall be large enough to accommodate an ambulance for transoortinu natients in and out of the facili�v. Rehabilita.tion facilities sha11 be surroun on all sides bv a fence or w��l in�atP� � close to the nrooertv lines as is nractical The fence or wall shall�Ze a minimum of six (61 feet in hei�ht but mav be as high as ten (101 feet. measured from finished Q ade in order to ensure nrivacv for both rehabilitation facilitv natients and for Villa¢e residents The fence or wall shall be constructed in s�ch a manner as to comnliment and accentuate the nrincinal structu�es of the rehahilitat�nn f�Cilitv Both the interior and exterior sides of the fence or wal s haii h� landccane in accordance with �he nrincinles set forth at Sec 22-84 of t he Villa e Code o Ordin nc If a fence. wall or hed¢e is located on a corner 14t o a donhle frnnta¢e tr,t �, vehicu and nedestrian visibilitv trian�le of a size an� dimension which comnlies with c ent traffic en ¢ineerin�standards of the �merican Association of State Hi¢hwav and Transnor�ation Official_s (AASHTOI and the coun shall be nrovided in both directions from the intersection noint of the nronertv lines. i The rehabilitation facilitv shall include a back ¢enerator svstem The h r ' i o 1 and v o r sufficient to onerate the facilitv for a minimum of seven davs. i The rehabilitatio facilitv shall bv senarate aereement Euarantee navment �g he nrimarv fire rescue nrovider for natient ambutance transnort service �C In coniunction with the annlication for suecial exceotion use. the �.ehabilitation facilitv shall submit a securitv �lan that includes natient off-site visits The securitv nlan shall be annroved bv t he Villa Council with innut ftc�m the Chief of Police. � The rehabilitation facilitv shall submit auarterlv renocts to the Villa�e's C ommunitv Develonment Director that establish and document comnliance with all rehabilitation facilitv fundin� and occunancv reauirements and restrictions. �_ In coniunction with the annlication for snecial excention use xhe Villa¢e m av at its discretion sec�_re an imnact analvsis studv. nerformed bv an independ�nt entitv detailin¢ the nronosed rehabilitation facilitv's nroiected communitv wide imnacts. Thi studv. if nren�red, shall snecificallv address the reh abilitation facilitv's notential econom imnact to i e Villaee. the creation and � ntinuation of iobs the notential imnact on law enforcement and crim' �ctivitv and the notential imna on th�Village's emergenev medical resources. � addition, s t dy hould address the nronosed rehabilitation facilitv's imnact on the aualitv of life for nei�hborin¢ nronerties �nd the Villa�e as a whole n In coniunction with the annlication for a business tax receint and the �n.nual renewal thereof a rehabilitation facilitv shall submit to the Villaee in the fo�n of a sworn a,ffidavit bv the rehabilitation acilitv's leeal renresentative who is authorized to do so written documentation that the rehabilita.tion fa cilitv is in 5 omnliance with all reauirements of this section as well as the definitio �equirements of Se 78-4 Should the rehabilitation facilitv's business tax receint be issued based unon a false affidavit the Villaae mav seek to imnose all nenatt�P� �llowad bv law nursuant to Chanter 70 Article II of the Village Code o Ordinances. o Should the rehabilitation facilitv at anv time violate anv of the �ea�irements of this section or anv of the definitional reauirements of Sec• 7g_4• rh� v�llaee mav obtain relief throu¢h the cod� enforcement snecial maeistrate r*��P�� n„r�,�Ant to Chanter 2 Article IV of the VilIa¢e Code of Ordinances. For nu„�a�c nf th� code enforcement snecial magistrate nrocess each dav that the rehabilit�iQn facilitv is found to be in violatio shall be considered a sen nse In addition to the code enforcement snecial maeistrate nrocess. ihe Villa�e mav seek anv and all relief available to it bv law or in eauitv includin¢ but not Iimited to iniu.nctive relief recoverv of m on�v dama¢es. or both. (j) Accessory uses. [This paragraph shall remain in full force and effect as previously enacted.J (k) Planned mixed-use development required. [This paragraph shall remain in full force and effect as previously enacted.] (1) Prohibited uses. [This paragraph shall remain in full force and effect as previously enacted.] (m) Property development standards. [This paragraph shall remain in full force and effect as previously enacted.) Section 3: Chapter 78. Zoning. of the Code of Ordinances of the Village of Tequesta is, hereby amended at Article X. Off-Street and On-Street Parking and Loading Regulations. Sec. 78-705. Required number of parking spaces. by adding "rehabilitation facilities" as a category and requiring rehabilitation facilities to provide one parking space per patient bed; providing that Sec. 78-705 shall hereafter read as follows: Sec. 78-705. Required number of parking spaces. (1) -(32) [These paragraphs shall remain in full force and effect as previously enacted.] f331 Rehabilitation facilities• One snace ner natient bed. Section 4: Each and every other section and subsection of Chapter 78. Zoning. shall remain in full force and effect as previously enacted. Section 5: All Ordinances or parts of Ordinances in conflict herewith be and the same are hereby repealed. Section 6: Should any Section or provision of this Ordinance or any portion thereof, any paragraph, sentence or word be declared by a Court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder of this Ordinance. Section 7: Specific authority is hereby granted to codify this Ordinance. Section 8 : This Ordinance shall become effective immediately upon passage. 6 7 G oF rf ` VILLAGE OF TEQUESTA ,` v F�,� 9 � � � DEPARTMENT OF COMMUNITY DEVELOPMENT � 345 Tequesta Drive • Tequesta, Florida 33469-0273 ;,� 3 �"� ,� (561) 575-6220 • F�: (561) 575-6224 � =. ; ,�., F co ,� June 30, 2011 Hassan Ghalam TEQUESTA TOWERS HOMEOWNERS ASSOCIATION 400 Beach Road Tequesta, FL 33469 RE: TEQUESTA TOWERS POOL / FITNESS BUILDING Dear Sir: Please be advised your application has been placed on the Agenda for the July 7, 2011, Planning and Zoning Advisory Board meeting being held in Council Chambers, 345 Tequesta Drive, at 5:30 p.m. It is in your best interest to attend the meeting, or have a representative attend on your behalf, and be prepared to present and answer any questions which may arise. If you have any questions or concerns, please feel free to contact me at (561) 768- 0450. Yours truly, :� ��, . �� `, � J s M. Weinand, Community Development Director JMW/pn � rf VILLAGE OF TEQUESTA `v P .. G�,� '� � 9 � � - DEPARTMENT OF COMMUNITY DEVELOPMENT � � � 345 Tequesta Drive • Tequesta, Florida 33469-0273 f '� � 3, o m �� ' =. ; 4 v y �' Co � June 30, 2011 GHM CONSTRUCTION COMPANY, INC. 10 Campus Boulevard Newton Square, PA 19073 RE: GMH TEQUESTA HOLDINGS LLC 217 VILLAGE BOULEVARD Dear Sir: . Please be advised your application has been placed on the Agenda for the July 7, 2011, Planning and Zoning Advisory Board meeting being held in Council Chambers, 345 Tequesta Drive, at 5:30 p.m. It is in your best interest to attend the meeting, or have a representative attend on your behalf, and be prepared to present and answer any questions which may arise. If you have any questions or concerns, please feel free to contact me at (561) 768- 0450. Yours truly, . V� J me M. Weinand, C unity Development Director JMW/pn � w Since 1J79 DeRose Design Consultants, Incorporated � � � `� '� STRUCTURAL • CIVIL • LAND PLANNING • ENVIRONMENTAL • ELECTRICAL • MECHANICAL _ � �����'� � ��� � � ��—�„ '' ��,�� L-_ ❑ 470 South Andrews Ave. • Suite 206 � 9620 N.E. 2nd Ave. • Suite 203 �, �'���, �� ;�� Pompano Beach, FL 33069 Miami Shores, FL 33138 954-942-7703 • Fax 954-942-7833 305-249-3674 • Fax: 305-249-3410 Website: http://www.deroseconsultants.com June 27, 2011 Village of Tequesta Community Development 345 Tequesta Drive Tequesta, FL 33469 Attn: Mr. James Weinand Acting Community Development Director RE: GMH Tequesta Holdings LLC P&Z Board Submittal OPN: 10003A Dear Mr. Weinand: On behaif of the property owner, GMH Tequesta Holdings LLC, attached please find the following items for the above referenced project for submittal to the Planning & Zoning Board: 1. Fifteen (15) copies of site plan application forms 2. Fifteen (15) copies of owner authorization letter 3. Fifteen (15) copies of property warranty deed 4. Fifteen (15) copies of generai location map 5. Fifteen (15) copies of traffic study and Palm Beach County traffic concurrency approval letter 6. Fifteen (15) copies of color renderings and supplemental exhibits 7. Fifteen (15) copies of level of service certification 8. Fifteen (15) copies of responses to Community Development reviewer comments 9. Fifteen (15) copies of responses to Landscape reviewer comments 10. Fifteen (15) sets of Site, Civil, Architectural, Landscaping, Site Lighting, Pool plans, and current survey This letter supplements our client's application for site plan approval for the renovation of an existing three-story building located at 217 Village Boulevard for a proposed rehabilitation facility. The remainder of the 9.34 acre property will consist of on-site parking, walking paths, and site amenities including three (3) sport courts. As you are aware, the request for a rehabilitation facility on the site as a special exception use within the Mixed Use district was approved by the Village Council on May 12, 2011. The submitted site plan is also consistent with the goals, objectives, and provisions of the Village comprehensive development plan, and complies with the use, density and intensity requirements for mixed use districts as indicated under Goai 1.0.0, Objective 10003A.villageoftequesta.p&z.submitta1.062711.jcf . � 1.1.0, Policy 1.1.2. In accordance with Village of Tequesta Code of Ordinances Section 78-333, all pertinent permits are currently being sought from applicable county, state, and federal agencies and shail be secured prior to the issuance of a building permit for the project. These items are submitted for your review and approval at your earliest convenience. Should you have any questions, please do not hesitate to contact our office. Si ereiy, anice Cabrera-Frias, E.I. . JCF/adr Encl. 10003A.vi11 ageoftequesta. p&z.submitta1.062711.jcf . �� F=� L � Village of Tequesta Check # ,.� 345 Tequesta Drive Receipt # Tequesta, FL 33469 � Phone: 561-768-0450 � � Fax #: 561-768-0698 3� � � ` a �'� ����� Date: May 26, 2011 �k ctr PLANNING & ZONING BOARD SITE PLAN APPLICATION PROJECT NAME: GMH TEQUESTA HOLDINGS LLC PROJECT ADDRESS: 217 Village Boulevard, Tequesta, FL 33469 Applicant Name: DeRose Design Consultants, Inc. Applicant's Address• 470 South Andrews Avenue, Ste. 206, Pompano Beach, FL 33069 Applicant's Phone No.: 954-942-7703 Fax No.: 954-942-7933 E-mail Address: sgallagher@gmhcp.com Provide wNitten czpp�oval f�orn the p�ope�ty otivne�, if othe� than the appliccznt. Property Owner's Name: GMH TEQUESTA HOLDINGS LLC Property Owner's Address• 10 Campus Boulevard, Newtown Square, PA 19073 Property Owner's Phone Na.: 610-355-8059Fas No.: 610-355-8359 E-mail Address:_ sgallagher@gmhcp.com DESCRIPTION OF WORK: Renovation of existing three-story building with site improvements including recreation areas, walking paths, and parking reconfiguration All construction, additions, and/or alterations of commercial buildings must be approved by the Planning & Zoning Board. The Planning & Zoning Board meets the fi�st Thac�sdc�y of every month at 5:30 p.m., as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant �vill be informed by letter 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 Soard is an Advisory Soard only. After review and recommendation by the Planning & Zoning Board, applications �vill be heard 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. 1 A. STATEMENT OF OWNERSHIP: SEE WARRANTY DEED. B. STATEMENT OF INTENDED USE: SEE SUBMITTAL LETTER. SEE SUBMITTAL C. STATEMENT OF COMPLIANCE WITH COMP PLAN & CONCURRENCY REQUIREMENTS: LETTER. * D. STATEMENTS OF PRELIMINARY REVIEW BY OTHER AGENCIES: E. GENERAL LOCATION MAP: SEE EX-1. F. SURVEY SEE PLANS. - G. ENVIRONMENTAL 1MPACT ANALYSIS/STUDY: N/A H. TREE SURVEY: SEE PLAN SHEET LP-6. I: SITE PLAN: 1. ARCHITECT-ENGINEER-SURVEYOR-PLANNER-DEVELOPER: SEE PLAN SHEET SP-1. 2. DETAILED DESCRIl'TION: (a) BOUNDARIES & TOPOGRAPHY: SEE SURVEY. (b) EXISTING STREETS: SEE SURVEY. (c) ADJACENT BUILDING &/OR STRUCTURES: SEE EX-1. (d) ACCESS (INGRESS & EGRESS): SEE PLAN SHEET SP-1. (e) TRAFFIC IMPACT STATEMENT: SEE TRAFFIC STUDY. ( fl TOTAL PAVING WITHIN PA.RKING AREAS (S0. FT. &%): 11 Q,098 S. F. (27.1 %) SEE ALSO PLAN SHEET SP-1. (g) OFF STREET PARKING/LOADING AREAS: SEE PLAN SHEET SP-1. (h) TABULATION OF PARKING/LOADING SPACES: SEE PLAN SHEET SP-1. (i) RECREATION FACILITIES & LOCATION: SEE PLAN SHEET SP-1. (j) SCREENS & BITFFERS: SEE LANDSCAPE PLANS. (k) REFUSE COLLECTION AREAS: SEE PLAN SHEET SP-1. (1) AVAILABILITY OF UTILITIES: POWER EXiS71NG. WATER EXISTING. SEWER EXISTING. TELEPHONE EXISTING. CABLE TV EXISTING. FIRE HYDRANTS EXISTING. (m) PROPOSED UTILITY EASEMENTS OR GRANTS: TO BE PROVIDED IN UPCOMING PLAT AMENDMENT SUBMITTAL. 2 � (n} PROPOSED RIGHTS-OF-WAY: N/A 3. GROSS ACREAGE / ACRES & SQ. FT.: 406,362 S.F. (9.33 AC.) (a) TOTAL OPEN SPACE (SQ. FT. &%): 208,325 S.F. (4.78 AC., 51.3%) (b) TOTAL LOT COVERAGE (STRUCTURES) (SQ. FT. &%): 50,185 S.F. (12.3 %) (c) TOTAL LOT COVERAGE (IMPERVIOUS SURFACE: ALL PAVING, WALKWAYS, PATIOS, DECKS, ETC.) (SQ. FT. &%): 198,037 S.F. (48.7°l0) (d) LOT COVERAGE (GREEN AREAS ) (SQ. FT. & %) l. WITHIN ALL PAVING AREAS: 25,488 S.F. (23.2°/a) 2. REMAINDER ALL AREAS: 182,837 S.F. (45.0%) 3. TOTAL LOT COVERAGE: 208,325 S.F. (51.3%) (e) UNITS PER ACRE: 8 UNITS/ACRE (fl TOTAL SQ. FT. AREA ALL BUILDINGS, ALL FLOORS: 121,792 S.F. (30.0°/a) J. PROPERTY & LANDSCAPE MAINTENANCE PROVISIONS (AGREEMENTS / SURVNABILITY BONDS): N/A K. PRELIMINARY PLANS AS FOLLOWS: 1. STORM DRAINAGE: SEE PLAN SHEETS C-1 & G2. 2. SEWER LAYOUT: EXISTING. SEE PLAN SHEETS C-1 & C-2. 3. WATER DISTRIBUTION & SYSTEM LAYOUT (INCLUDING BACKFLOW PREVENTER LOCATIONS): EXISTING. SEE PLAN SHEETS C-1 & C-2. 4. UNDERGROUND ELECTRIC LAYOUT (INCLUDING TRANSFORMER LOCATIONS): N/A. SEE PLAN SHEETS SP-1 & ES-1 FOR EXISTING TRANSFORMER LOCATION AND PHOTOMETRIC PLAN. 5. TELEPHONE & CABLE UNDERGROUND LAYOUT (INCLUDING ABOVE GROUND JUNCTION & DISTRIBUTION BOX LOCATIONS): EXISTING. N/A. L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS): SEE PLAN SHEETS A-401 & A-402. M. BUILDING APPEARANCE & LANDSCAPING: SEE COLOR RENDERINGS. N. SIGNS (PROPOSED NUMBER, TYPE, SIZE & LOCATIONS}: EXISTING. SEE PLAN SHEET SP-1 (NO NEW SIGNS PROPOSED). 3 � O. PROPOSED TOPOGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE, DRAINAGE PATTERNS, NATURAL VEGETATION, ACCESSIBILITY, RETAINING WALLS, BERMS, PRIVACY WALLS AND/ORFENCES): SEE CIVIL AND LANDSCAPE PLANS (PLAN SHEETS D-1, C-1 THROUGH C-3, AND LP-1 THROUGH LP-6). P. FLOODPLAlN MANAGEMENT CONSIDERATIONS: l. ZONE DESIGNATION: C 2. BASE FLOOD ELEVATION: N/A. 3. PROPOSED FINISH FLOOR ELEVATION: N/A. STRUCTURES ARE EXISTING. SEE PLAN SHEE SP-1 FOR EXISTING FINISH FLOOR ELEVATIONS. 4. COASTAL HIGH HAZARD DESIGN CONSIDERATIONS: N/A. Q. DEVELOPMENT STAGES (PHASES): N/A. R. LEVEL OF SERVICES [SEE CODE SEC. 78-331(h)J 1. TRAFFIC (ROADS AND RIGHTS-OF-WAI�: SEE TRAFFIC STUDY. 2. SANITARY SEWER: SEE ENGINEER'S CERTI�ICATION. 3. DRAINAGE: SEE ENGINEER'S CERTIFICATION. 4. POTABLE `VATER: SEE ENGINEER'S CERTIFICATION. 5. RECREATION: N/A. Permits and/o� level ofservzce docz�mentation frorn all applicczble agencies. Include a copy of the letteY/document with yoicY application. Apply a page mctnber to the letteY and indicate the pc�ge nuJnbeY in the spot pNOVided belotiv. * 1) Village of Tequesta Utilities Department * 2) Village of Tequesta Engineer * 3) Loxahatchee River Environmental Control District (ENCON) * 4) Palm Beach County Solid tiVaste Authority * 5) Palm Beach county Department of Environmental Resources Management (DERM) * 6) Palm Beach County Health Department * 7) Palm Beach Traffic Engineering Department * 8) Palm Beach County School Board (Letter of Determination for School Concurrency) * 9) Waste Management (Nichols Sanitation) * 10) South Florida Water Management District (SFWMD) * 11) Florida Power & Light * 12) Florida Department of Transportation * 13) Florida Department of Environmental Protection * 1�4) Comcast Cable Company * 15) AT&T Communications '� 16) Others as may be applicable. * ALL PERTINENT PERMITS SHALL BE SECURED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 4 The applicant will submit to the Village of Tequesta Department of Community Development with the following documents for Planning & Zoning Board review, forty-�ve (45) days prior to the meeting date: 1) For new construction or additions, Fifteen (15) 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. 2) Fifteen (15) sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division N, Landscaping. 3) Fifteen (15) 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 the site. Color photagraphs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display 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) One (1) set of Plans 1 lxl7 size and One (1) disk. 5) Any other documents that may help clarify the position of the applicant. 6) Fees: (a) Applications Requiring Village Council Approval .... $75.00 (b) New Construction, Additions, Renovations, Remodeling, including Landscaping and Architectural 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 ..............................................................$250.00 � 50,000.00 to 99,999.99 ..............................................................$300.00 $100,00O.00to 199,999.99 ............................................................$350.00 $200,000.00 and over .................................................................. $400.00 Janice Cabrera-Frias APPLICANT N E (PRINT AP T'S SIGN URE May 26, 2011 DATE NOTE: All renderings, models, drawings, photos, etc., submitted to the Village will become the property of the Village of Tequesta. 5 GMH TEQUESTA H4L.DINGS LLC 10 Campus Boulevard Newtawn Square, PA 19473 February '( 0, 201'i Mr. James Weinand Acting Community Development Dir�ctor VilEage of Tequesta 345 Tequesta Drive Tequesta, F�. 33469 RE: GMH TEQUESTA HOLDlNGS LLC To whom it may concern: This letter is to verify that Lawrence DeRose, P.E., and Janic� Cabrera-�'ria�, of �he firm of DeRose Design Cansultants, Inc. are emplayed by, and are acting on behalfi of, GMH Tec�uesta Holdings �.LC. DeRose Design Cansultants, Inc. is authorized to acfi as the GMH Tequesta Holdings LLC representative regarcfing federal, state, cour�ty, and municipaf permits for construction of the above referenced prajecf, lacated at 217 Village Boulevard, Tequesta, �forida. 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REALTORS O8 BROOKDALE SENIOR LIVING PROJECT� ADDREB& DeRose Design 2» VILLAGE BOULEVARD, TEQUESTA, FL GMH TEQUESTA Consultants Inc. F � GMH TEQUESTA HOLDINGS LLC HOLDINGS LLC ENVIRONME IrECHANICAL T�T�E� (�TiTIFlCAIE OF 470 8. ANDAEW3 AVENUE GENERAL LOCATION MAP AUTHIXtRAl10tJ i �058 SUTE 208 POMPANO BEACH, FLORDA 58088 DRAWN� DATE� PROJECT NO� DW� NO� (9641842-7708 MDM 11/i6/10 10003A EX-1 . U II111����I���1pINN�������1�� + CFN c01tZ�0426969 OR BK :24186 PG 0�t77 BECQRD£D 11109/2010 17:10:11 Pal� Beach County� Florida This Instrument Prepared By AKT 3, 900, i300. 00 W/C Box 11G/RJ Doc Stamp 27, 3�(d. @@ � ' Sharon R, Bock, CLERK � CQMPTRO[,LER � 1�,.�`n�nce W. Smith, Esq. \. �� Pgs 8207 - 211; (Spgs? Cx�a & Ryan, P.A. 7(�'�:�? Highway One, Suite 402 �--�f Nor�: P°lm Beach, FL 33408 a ,.. ��,.. � k 4 �',.� (.!t r' -' `? RETURN TO: `� �,,� .. First American Title In'�,'Cff. 25400 US 18 N, Suite 13� �� Clearwater, FL 33763 C��'j} �l K �;�;� c � �f� ��� SPECIAL WARRANTY DEED -��� � � This Special Wa�(�ty Deed made this �g day of October, 2010 between CRE Properties, Inc., a Florida corpo��rtion, a subsidiary of Banl�United, as assignee of the Federal Deposit Insnrance Corporati�i�:�°;FDTC"}, as Receiver for BankU'nited, FSB, whose post office address is 7765 NW 148"' Street; M:,�mi Lakes, RL 33016, Grantor, and GMH Tequesta Holdings LLC, a Delaware limited liabilit���`m,�any, whose post office address is 10 Campus Blvd., Newtown, PA 19473, Grantee: �j ° s �.��� ; � , (Whenever used hereiri�l5�.�fierms grantor and grantee include all the parties to this instrument and the heirs, i `���presentatives, and assigns of individuais, a�.1d the successors and assigns af �porations, trusts and trustees) �� �A. WITNESSETH, that said Grantor, fo�;�i� in consideration of the sum TEN AND NO/104 DOLLARS ($ I 0.00) and other good ari� ���able considerations to said Grantor in hand paid by said Grantee, the receipt whereof is he�e�d�,�Cnowledged, has granted, bargained, and sold to the said Grantae, and Grantee's heirs and �"� forever, the following described Iand, situate, lyirzg and being in Palm Beach Caunty, Florida, to-wit: See Exhibit "A" attached hereto and made a part hereof SUBJECT TO restrictions, reservations, covenants, conditions and easements of record; taxes for the year 2010 and the years subsequent tl�ereto; and aIl applicable Iaws, ordir�ances, and government regulations, including without limitation, zoning and building codes and ordinances. Grantor warrants that at the time of this conveyance, the subject property is not the Grantor's homestead wit�in the meaning set forth in the constitution of the State of Florida, nor is it contiguous to or a part of homestead property. Together witti a11 the tenements, hereditaments and appurtenances thexeto belonging or in . anywise appertai:ning. � � 1�u t'� � � � � 1 � � �D� �� °�� �"'� � � �oc � � p`=} � a .� , �"� � 44 , o n .s �° ° Q.,r.L7il � S2Q/D.,..a'�l17 dnna 7 ��F � To Have and ta Hold, the same in fee simple fore�er. � �� ��atc`�e Grantor hereby covenants with said GranYee that the Grantor is iawfully seized of said ��t�� fee sirnple; that the Grantor has good right and lawful authority to sell and convey said la�� the Grantor hereby fully warrants the title to said land and will defend the same against the ��I claims of al1 persons claiming by, through ar under Grantors. •�,: ,, ,� Tn Wit�� �Vhereof, Grantor has hereunto set Grantor's hand and seal the day and year first above w'r�ten. Sr j Signed, sealec��d delivarerl E! : in aur esenc�:�� CRE Properties, Inc., a Florida corporation , ` i ��� B �����e� `�� Y� Print Name• � S'2 �t �, i c� c02 /y i eQ K�� �ce P �C S I�� �'1 f `(�:; r ;� � /� �� �� Yrw� � J� �J ! Print Name: �Mr++�:► �i*� r��: '` ,..�"':; �: J STATE QF � I a�►� a. +��-� COUNTY OF � c�Mr - a��-�'� �; � The foregoing instn�ment wa�:�� owledge befare e this � day of �ct 010, by � a�t 1 � Q �<� 1. t,�i C�s;_��Sfd �t' S who is personatly , known to me r has produced /� =:�%3 �� �'�'�Q r� ,',- L, c�. s�. as ` /' ident�fication. � �" ` * d Q}�t70/� �:�, �te, on bQ 4 o-E sr� � ;� I'�atary Public My Commission Expires: {Notary Seai} a��"� ROSEAN1iE RIEt3Ei r;�DOGS�LWSIGMH- Transitions TequestalSPEC1AL WARRANTY DE�D SECOND REVISED. i ppqty P1�bIiC .$t=t! Of fi0fia � Ary Comm. Fxpina S�p 24, Y813 '� ��� : Commis�(on �► DO 92a5N ' 2 Qnr,L7�1 � 4G/D.,r,r.�?(1Q �nrr� 7.nf C. EXHIBIT "A" �`. r-��',� �`3�-���� a �,�Z�fL 1: A PARCEL OF LAND LYING IN THE NORTHWEST QUARTER OF SECTION 30, 70WNSHIP 40 S�1111f�f�, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA„ BEING MORE PRRTICULARLY DESCRIBED AS FOLl.01�I5�%COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NQRTHWEST QUA F SAID SECTION 3�; THENCE BEAR NORTH 89°58'00" WEST ALONG THE SOUTH LINE OF SAID �I� � HWEST QUARTER OF THE NORTHWEST QUARTER, A DIS7ANCE OF 393.86 FEET TO THE POIN7 OF BEGTNNI�IG; THENCE SOUTH 17°17'07" EAST, A DISTANCE OF 335.99 FEET; THENCE NORTk 72°42'53�'r � T, A DISTANCE OF 120A0 FEET; THENCE SOUTH 17°17'07" EAST, A DISTANCE OF 37d.00 FEET TO 7���Pl WITH A CURVE CONCAVE TO 7HE SOItTHEAST, HAVING A RADIUS OF 725.00 FEE tAN� WHOSE RADIUS POINT BEARS SOUTH 25°07'29" EAST; THENCE WESTERLY ALONG ��. ,. SAID CURVE,`� THE NORTH RIGHT OF WAY LINE OF VILLAGE BOULEVARD, THROUGH A CENTRAL ANGLE OF 06 '58", A DISTANCE OF 77.39 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO TH ` RTHWEST, HAVING A RADIUS OF 625.Qd FEET; THENCE WESTERLY, ALONG SAID CURVE THROUGt� �ENTRAL ANGLE flF 23°54'S6", A DISTANCE OF 260.88 FEET TO THE POINT OF REVERSE CURVATU �flf A CURVE CONCAVE TO THE SOU7HEAST, HAVING A RADIUS OF 725.00 FEET; THENCE WESTERLY�(��G SAID CURVE, THROUGH A CEN7RAL ANGLE OF 15°22'20", A DISTANCE OF 194.52 FEET TO THE E�}5� RLY RIGHT OF WAY LINE OF OLD DIXIE HIGHWAY AS DESCRIBED IN OFFICIAL RECaRDS BQ �85, PAGE ].729, PALM BEACH CQUNTY, FLQRIDA PUBLIC RECORDS; TNENCE NORTH 22°41`51" WES , A �7LaG SAID EASTERLY RIGHT OF WAY LINE, A dISTANCE OF 455.37 FEET TO THE POINT OF CURVATUR�� �`CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 7,679.44 FEET; THENCE NORTHERLYS�YC�I;GSAID CURVE, THROUGH A CENTRAL ANGLE OF 03°11'35", A DISTANCE OF 427.98 FEETI�fi�€'��NTERSECTION WITH SAID SOUTH LINE OFTHE NORTH�/EST QUARTER OF THE NORTHWESYt��2TER; THENCE, SOUTH 89°58'00" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 527.76 FEET TO �FJ`�'�OINT OF BEGINNING. PARCEL 2: NON-EXCLUSIVE EASEMENT FOR THE BENEFIT OF PARCEL 1 AS C���'`��Y RECIPROCAL RETENTION AND DRAINAGE EASEMENT RECORDED IN OFFICIAL RECORQ i�it�10K 10846, AT PAGE 137 FOR THE PURPOSES DESCRIBED IN SAID INSTRUMENT, OVER, UNDER AND A�RO�S THE LAND DESCRIBED AS FOLLOWS: TRACTS AND/OR EASEMENTS OF LAND LYING IN SEC��QN'�0, TOWNSHIP 40 SOUTH, RANGE 43 EAST, AND BEING A PART OF STERLING HOUSE OF TEQUESTA, AC�Qt�pING TO THE PLAT 7HEREOF, AS RECORDED IN PLAT BOOK 82, PAGES !02 THRU 104, OF THE PUBC �,:�� ORDS OF PALM BEACH COUNTY, FLORIDA; SAID TRACTS BEING MORE PARTICULARLY DESCRIBER����LLOWS: 7RACT "B" BEGINNING AT THE SOUTHWEST CORNER OF SAID STERLING HOUSE OF'FE��Qi����A PLAT; THENCE NORTH 17°17'07" WEST, ALONG THE WEST LINE OF SAID PLAT, A dISTANCE OF � FEET; THENCE SpUTH 19°56'17" EAST, A DISTANCE OF 82.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, AND HAVING A RADIUS 75.01 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 29°3229", A DISTANCE OF 38.67 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHERLY, AND HAVING A RADIUS 9.00 FEET; THENCE EASTERLY ALONG'fHE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 85°46'17" A DISTANCE OF 13.47 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY, AND HAVING A RADIUS 11.00 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGIE OF 113°44'11 ", A DI5TANCE OF 21.84 FEE7 TQ THE POINT OF TANGENCY; THENCE SOUTH 21°30'S1" EAST, A QISTANCE OF 6.37 FEET TO A POINT HEREINAFT'ER REFERRED TO A5 "Bl"; THENCE CONTINUE SOUTH 21°30'S1" A DISTANCE OF 23.69 FEET; TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY, AND HAVING A RADIUS OF 725.00 FEET; SAID POINT BEING THE INTERSECTION WITH THE NaRTH RIGHT OF WAY LINE OF VILLAGE BOULEVARD, AND WHOSE RADIUS POINT 6EARS SOUTH 21°30'S1" EAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE ANd NORTH RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 03°36'39" A DISTANCE OF 45.69 FEET TO THE POINT OF BEGINNING• AND TRACT "C" TRACT "C" OF SAID STERLING HOUSE OF TEQUESTA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 82, PAGES 102 THRU 104, OF THE PUBLTC RECORDS OF PALM BEACH COUNTY, FLORIDA; AND TRACT "D" TRACT "D" OF SAID STERLING HOUSE OF TEQUESTA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BQOK 82, PAGES lOZ THRU 1�4, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; AND TRACT "E" TRACT "E" OF SATD STERLING HOUSE OF TEQUESTA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 82, PAGES !02 THRU 104, OF THE AUBLIC RECORDS OF PALM SEACH COUNTY, FLORIDA; AND TRACT "F" TRACT "F" OF SAID STERLING HOUSE OF TEQUESTA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 82, PAGES 102 THRU 104, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, ftORIDA; AND TRACT "G" BEGINNING AT THE NORTHWEST CORNER OF THE SAID STERLING HOUSE OF 7EQUESTA PLAT; THENCE SOUTH 89°58'00" EAST, ALONG THE NORTH LINE OF SAID PLAT, A DISTANCE OF 12.82 FEET THE POINT OF Q��L'��I 7 S2L:/�nnor}(1� �nr�o '2 nf' � BEGINNING; THENCE CdNTINUE SbUTH 89°58'00" EAST, ALONG TNE SAID NQRTH LINE, A DISTANCE OF 105.58 FEET; THENCE SOUTH 00°02'00" WEST, A DISTANCE OF S.OQ FEET TO A POINT HEREINAFTER REFERRED TO AS "G1"; THENCE CONTINUE SOUTH 00°02'00" WEST, A DISTANCE OF 51.00 FEETTO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, AND HAVING A RADIUS 25.00 FEET; ��ENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90°00'00" ,�,,r�i�(),ISTANCE OF 39.27 FEET70 THE POIN7 OE TANGENCY; THENCE NORTH 89°58'00" WEST, A DISTANCE ���¢�6.35 FEET; TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS 109.00 FEET, _�, WHOSE RADIUS POINT BEARS SOUTN 55°22'37" WEST; TNENCE NOR7HWESTERLY ALONG THE ARC �- a�D CURVE, THROUGH A CENTRAL ANGLE OF 28°29'41" A DISTANCE OF 54.21 FEET TO A PQINT p_s� fi,����,NAFTER REFERRED TO AS "G2'; THENCE� CONTINUE WESTERLY ALONG TNE ARC QF SAID CURVE, T}�itQC7GH A CENTRAL ANGLE OF 13°21'25" A DISTANCE OF 25.41 FEET TO THE END OF SAID CURVE; THENCE��(�RTH 00°02'00" EAST, A DISTANCE OF 36.99 FEET TO THE POINT OF BEGINNING; AND TRACT "H" `� 'H" OF SAID STERLING HOUSE OF TEQUESTA, ACCORDING TO THE PLAT THEREOF, AS RECOF� �f� IN PLAT BOOK 82, PAGES 102 THRU 104, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; API,D TRACT "I" COMMENCING AT THE SOUTHWEST CORNER OF SAID STERLING HOUSE OF TEQUEST�P�T; THENCE NORTH 17°17'd7" WEST, ALONG THE WEST LINE OF SAID PLAT, A DISTANCE OF 262.4��E�TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 17°17'07" WEST, ALONG THE SAID WEST�LIN�, A DISTANCE OF 107.54 FEET; THENCE SOUTH 72°42'S3" WEST, C0IVTINUING ALONG THE 80UNDAt�.S%���ItE OF SAID PLAT, A DIS7ANCE OF 71.66 FEET; THENCE NQRTH 29°14'02" EAST, A DISTANCE OF`38.41 FEET; THENCE NORTH 10°11'42" EAST, A DISTANCE OF f6.65 FEET TO A POINT ON A CURVE CONCA�1� ' DRTHERLY, AND HAVING A RADIUS 40.00 FEET, AND WHOSE RADIU5 POINT BEARS NOR7H 09°31'41� ST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE QF 08°31'26"�f�ISTANCE OF 13.39 FEET TO THE END OF SAID CURVE; THENCE SOUTH 88°59'45" EAST, A QF���NCE OF 49J1 FEET Td A POINT QN A CURVE CONCAVE SOUTHWESTERLY, AND HAVING A RADIUS iS.,00�+��ET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 76�£f�3", A DISTANCE OF 14.95 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 1Z°46'S2" EAST�D 'F'ANCE OF 6.26 FEET TO A POINT HEREINAFTER REFERRED TO AS "I1"• THENCE CONTINUE SOUT�1 �`�'52" EAST, A DISTANCE OF 5.45 FEET; THENCE SdUTH 77°13'OS" � WEST, A DISTANCE OF 23.�1E;�'�=TO A POINT ON A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 24A0 FEET, AND WHOSE�Ap�� POINT BEARS SOUTH 71°03'49" EAST; THEt�CE SOUTHERLY ALONG THE ARC OF SAID CURVE, THR�3� A CENTRAL ANGLE OF 32°59'30", A DISTANCE OF 13.8Z FEET THE POINT OF TANGENCY; THENCE �QU7H 14°d3'19" EAST, A DISTANCE OF 90.04 FEET TO THE POINT OF SEGINNING; AND TRACT ")" CON�i;1EI�F�G A7 THE NORTHWEST CORNER OF THE SAID STERLING HOUSE OF TEQUESTA PLAT; THENCE SOU' 1�7.'7°17'07" EAST, ALONG THE WEST LINE OF SAID PLAT, A DISTANCE OF 217.7064 FEETTO THE QQ�VT OF BEGINNING; 7HENCE NORTH 71°03'O1" EAST, A DIS7ANCE OF 17.53 PEET TO A POINl��1E�EINAFTER TO AS "J1"; THENCE CONTINUE NORTH 71°03'01" EAST, A DISTANCE OF 17.00 FEET TO�;P4��17 ON A CURVE CONCAVE NORTHEASTERLY, AND HAVING A RADIUS 90.00 FEET; WHOSE RADIUS Pb NORTH 71°17'29" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THR� �t'/� ;CENTRAL ANGLE OF 24°13'19", A DISTANCE QF 38.05 FEE7 TO THE END OF SAID CURVE; THEI�C�S�OIlTH !2°11'29" EAST, A DISTANCE OF 16,68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCF��THWESTERLY, AND HAVING A RADIUS 6.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 131°25'32", A DISTANCE OF 13.76 FEET TO THE POINT OF TANGENCY; THENCE NORTH 6Q°45'58" WEST, A DISTANCE OF 7.20 FEET TO THE POINT OF CURVATURE OF A CtJRVE CONCAVE SOUTHERLY, AND HAVING A RADIUS OF 4.00 FEET; TNENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90 A DISTANCE OF 6.28 PEET TO THE POINT OF TANGENCY; THENCE SOUTH 29°14'02" WEST, A DIS7ANCE OF 28.85 FEET; THENCE NORTH 17°17'07" WEST, A DISTANCE OF 70.41 FEET TO THE POINT OF BEGINNING; TOGETHER WITH A 10' DRRINAGE EASEMENT LOCATED WITHIN THE 5AID STERLING HOUSE OF TEQUESTA PLAT; THE CENTERLINE OF SAID EASEMENT BEGINNING AT THE AFOREMENTIONED POINT "61"; THENCE NORTH 72°34`39" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 40.02 FEET TO THE INTERSECTION WITH SAID TRACT "H", ACCORDING TO SAID STERLING HOUSE QF TEQUESTA PLAT; AND TOGETHER WITH A 10' DRAINAGE EASEhiENT LOCATED WITHIN THE SAID STERLING HOUSE OF TEQUESTA PLAT, THE CENTERUNE OF SAID EASEMENT BEGINNING AT THE NORTHEASTERLY CORNER OF SAID TRACT "C", ACCORDING TO SAID PLAT; THENCE NORTH 13 WEST, ALONG SAID CENTERLfNE, A DISTANCE OF 24.01 FEET TO THE INTERSECTIQN WITH SAID TRACT "D", ACCORDING TO SAID STERLING HOUSE OF TEQUESTA PLAT; AND 70GETHER WITH A 10' DRAINAGE EASEMENT LOCATED WITHIN TNE SAID STERLING HOUSE OF TEQUES7A PLAT; THE CENTERLINE dF 5AID EASEMENT BEGINNING AT THE NORTHEASTERLY CORNER SAID TRRCT "D"; THENCE NORTH 07°12'17" EAST, ALONG SAID CENTERLINE, A DISTANCE 4F 10.72 FEET TO THE INTERSECTION WITH SAID TRACT "E", ACCORDING TO SAID STERLING HOUSE OF TEQUESTA PLAT; AND TOGETHER WITH A 10' DRAINAGE EASEMENT LOCATED WITHIN THE SAID STERLING HOUSE OF TEQUESTA PlAT; THE CENTERLFNE OF SAID EASEMENT BEGINNING AT THE AFOREMENTIONED POINT "GI"; THENCE SOUTH 89°58'00" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 49.05 FEET TO THE INTERSECTION WITH SAID TRACT "F", ACCORDING TO SAID STERLING HQUSE OF TEQUESTA PLAi"; ANQ TOGETHER WITH A 10' DRAINAGE EASEMENT LOCATED WITHTN THE SAID STERLING HOUSE OF TEQUES7A PLAT; THE CENTERLINE OF SAID EASEMENT BEGINNING AT THE AFOREMENTIONED POINT ")1"; THENCE MOR7'H 25°23'27" WEST, ALONG Q��+L7�1 7 QG.`/Dnno7� fl �nno �I r�f' C. SAID CENTERLINE, A DISTANCE OF 35.86 FEET; THENCE NORTH 13°17'26" WEST, CONTINUFNG ALONG SAID CENTERLINE, A DISTANCE OF 127,44 FEET TO THE INTERSECTION WITH SAID TRACT "G", AND THE POINT OF TERMINATION AT AFOREMENTIONED SAID POINT "G2"; AND TOGETHER WITH A 10' DRAINAGE EASEMENT LOCATED WITHIN THE SAID STERLING HOUSE OF TEQUESTA PLAT; THE CENTERLINE OF SAID QSEMENT BEGINNING AT THE AFOREMENTTONE4 POINT "I1"; THENCE SOUTH 82°01'47" EAST, ALONG �•�'�lID CENTERLINE, A DISTANCE OF 23.53 FEET TO THE INTERSECTION WITH SAID TRACF "C", 1 �QRDING TO SAID STERLING HOUSE QF TEQUESTA PLAT. PARCEL 3; NON-EXCLUSIVE EASEMENT FOR '�� � BENEFIT OF PARCEL 1 AS CREATED BY PARKING, INGRESS/EGRESS AND UTILITIES EA5EMENT �:��DED IN OFFICIAL RECORDS BOOK 1Q845, AT PAGE 169, OF THE PUBIIC RECORDS OF PALM &E`A�i C�UNTY, FLORIDA. T� �.� C ��� � \ 4�� �..J j �S� � J ^)�) U� �ti � f ��� l� �� �� �/ � .\ `�_- t"r ��`f': �j :�� �� � �� `��` l� :� i ;�=�.� z% �:� `�� ;-�� 1% Ji ' �� � �= �s. Q��L7�I � QG.`/dnr�7� � �.�rr� � r��F G ��,A�1�X � � fl�� �� - _� � . - - • ��€3�RI'fl�' M�y 24, 2011 I3epartment of Ex��ineering �3. �:atfl@CIi3B HaCE�ICi� ��a� r,��fa� �ra��s ; Director af Corrtmunity development �c�. r��,� z��zz�� [ Village Qf Tequesta ��esi �'atm ESeach. F��.3�i�16-t229 i 345 Tequesta Drive � Tequesta, FL 33469 t �s� } �5s�-�ua� FA?C_ G561) 684-�i)5G � ��: GMH Tequesta L�:�s,ww.pbcgov.coi� = PCOj�Ct #: 110�02 � TRA�FIC PER�ORMaNC� STAN�ARDS R�V��W ; � �3�ar Ms. Harding: � � The 1�alm Beach County Tra�c �ivision has reviewed the trafFic siudy for the proposed /�CLF entifled GMH Teq�esta, pursua€�t ta the Traffic Pe�f�rmance S�andards in Article �a�,� se��� co�Mcy I 12 of fihe Pa1rn Beach County E.and Develaprr�ent Code. Th� prajecf is surnmarized as Baard af Cvunt�y � f0lfOWS: Comx�tissianers Location. East side of Old �ixie Nighway, narfh of Village Boul�;vard. Karen T. ivlarcus, Chair MUI11CIj?�Il�}/ UilEage of Tequesta PCN #: 6€�-43-4Q-3U-46-�01-UOOtI 6tJ-43-40-30�16-002-Of100, ShelleV Vana, vice Chair , � Existing Uses: 84 MF R�sidential Units — never occupied to be eonverted �����ece ��ucat�� : New Proposal: Assisted Living Facility w 1 U5 Beds ` New �aity Trips; 249 sc�v�� �_. z�u:a��,s � New PH Trips: 18 AM and 3Q AM t�urc naronsor: E3ui1C!-Out: Yeat` Ertd 2013 ��SS r�. s�s� ::amaria � Based on our review, the TraffiG Divisian has determined that the prr�posed AC�.� rneets F'riscifta A. "I�ytor � tFte Tr�ffic Performanee Standards af Palm Bea�h Caun#y. �!o building permits are to � be iss�aed by tl�e Village after the build-c�ut c(afe specified above. The County trafffc concurrency approval is subject to the PrajectAggregation Rufes set for�h in �he Traffic , Perfarmance 5#�rtdards Ordinance. � ff ou have an u c���ry ���;��SC�Efl� � Y Y q estions regarding this determinatian, pl�ase contact me at 684-4Q3fl or e-rr�ail me a� ma#efi pbcqov.orq. Rot�eri Weismar� � �il11lCBfE�jf, ,r i � r t � f � x � ��� � �� z f � Masoud Atefi � MS ; TPS Administr' r, Munieipalities - Traffi� �ngirteering Division f i Ma:Sf _ ..... . .............�. ......._.__e..c.::.................D.eRose..D��lga�...Gc��rs��tan#s .. _.._...............................__... . . . . ............ J Fi[e: Generaf - 7PS - Mun - 7'raffic Study Revie�nrs ; N:il`RAFF1C1maWdmin�Apprnva1s12Q11\1105Q2.doc S ':9n Fqar�rlOp�77txrtrrrty I . f�rnurtive.�lctin�r F.,iri,rr/�yer" � printed an recycted paper � ' � � 1 1 � / ' I , ,:.,.;. _.:..:. ._ ,,.� _, ,.. ,_.., -. ,,;.,_� �� ,�, � � �,: _ _ _��, , � ,, , ., �.�., .. - , , ,��; �, 1� ` , \ , .r� ��; ' '\, ) �. � ' � � �'' � � �� � � / �,` ._, �, �. �-.:. ! _:. : � .. �: �"� � : � '_'v' � - � �,9.c � � :� - � � � Y �� �,. ., �V�: . . . _- �; J , � . � .. .... �� , - . � F � f � . .:: .-.,. ..., ,,� �,. . ,: ,z�:.. , . .. � _a . a�" � - . . _ . . �- . �ii . . . .. .. .._. ;'.YF"s +Y � .. ��~ . . . . Jl �1 r ^J � �� � �� ' .�Y �: �� 4i . 1 r FaN - ���' .... . . � � :� Pre ared for � P � � �k �� DeRose Design Consultants, Inc. ��:� �;' � , . Prepared by ;,� - � ' THOMAS A. HALL, INC. � >>� � _ , s:::;; - April 2011 �MH Tequesta Holdin s LLC g� Traf�ic Im act Stud p y Palm Beach C�unty, Flurida Prep�red for GMH Tequesta Holdings, LLC Prepar�d bv THUNIAS A. HALL, INC. April, 2011 � �� � J a uirt C. Vat��ds. P. _ ' l� o �icta Registration N .4417� 1 i ,� R s Table of Contents Introduction.....................................................................................................................1 ProjectDescription ..........................................................................................................1 Distribution and Assignment ...........................................................................................4 ExistingConditions .........................................................................................................4 FutureConditions ............................................................................................................5 TestOne ..........................................................................................................................8 TestTwo .......................................................................................................................12 ProjectDriveways .........................................................................................................12 Conclusion....................................................................................................................12 Appendix A— Traffic Counts and Adjustment Data ........................................................ A AppendixB Capacity Analyses ................................................................................... B Figures Figure1 — Site Location ..................................................................................................2 Figure 2— Distribution and Assignment .......................................................................... 6 Figure 3— Project Driveway Volumes ...........................................................................11 Tables Table 1 a— Daily Trip Generation .................................................................................... 3 Table lb — AM Peak-hour Trip Generation ......................................................................3 Table lc — PM Peak-hour Trip Generation .......................................................................3 Table 2— Test One Significance ......................................................................................7 Table 3— Intersection Level of Service ............................................................................9 Table4 — Link Analysis .................................................................................................10 Table 5— Test Two Significance ...................................................................................13 ii r i Introduction Thomas A Hall, Inc. was retained to prepare a traffic analysis demonstrating that the transportation-related concurrency requirements of Article 12 — Traffic Performance Standards of Palm Beach County's Unified Land Development Code are satisfied for the proposed new GMH Tequesta Holdings, LLC drug rehabilitation center. The project was previously approved as a residential development known as "The Crossings" and was planned to contain 78 apartments and 73 multi-family units. However, only 78 apartments and 6 multi-family units were constructed and no transportation-related concurrency assessment was ever recorded. (This was probably due to the fact that the project lies within the Coastal Residential Exception area and was, therefore, not affected by concurrency requirements.) The new project is expected to use the existing 84 units (78 apartments + 6 multi-family = 84 total units) as a 105-bed drug rehabilitation facility. To complete the traffic analysis, the following tasks were completed: Description of the Project, Distribution and Assignment of project traffic, Test One, Part One and Part Two, and Test Two analysis. Project Description The GMH Tequesta Holdings, LLC project is located on the north side of Village Boulevard and the east side of Old Dixie Highway in the Village of Tequesta, Florida. The project is proposed to contain an 84 unit, 105-bed drug rehabilitation facility. Figure 1— Site Location, shows the location of the proposed development. Trip Genercction/Maximacm Ra�lius of Development In, fluence Trip generation for the project was based on Palm Beach County's February 2, 2011 Trip Generation Rates for an Assisted Living Facility. Table 1— Trip Generation, summarizes the estimated project trips. Based on the daily trip generation estimate of 249 trips, the project traffic study has a radius of influence of 0.5 miles. 1 x � � � ; �., � � z � z '� � o- N � s 0 O � � �� �'co ' ` � -� : S ` �' < � � � �, = x y k � rZa � �- �� � � � � ;. ° i " -� z'_ -.. " ` 'Y County Line Rd. N � �z W m $ w � � � � Y Y u� i Slte K� � � u , �' r �� �.. Village Blvd. ; , � z .,_ �, ; ; r ��.. �� � �: �� � z ,� �.. ��..; � � Tequesta Dr. � � ;: ���`,: �� _.,'° -_> �..:... ; � : S. Beach Rd Figure 1— Site Location GMH Tequesta Holdings, LLC Village of Tequesta, Florida Table la Daily Trip Generation GMH Tequesta Holdings, LL,C . . • • .. .. Proposed Use Assisted Livin Facilit 254 105 Beds T=2.37 X 50/50 124 125 249 0 0 0 0.0% 124 125 249 0 0.0% 124 125 249 Total 124 125 249 0 0 0 0.0% 424 125 249 0 124 125 249 ��� Trip generation data and Pass-by percentage taken from Article 13 of the Palm Beach County ULDC. Table 1 b AM Peak Hour Trip Generation GMH Tequesta Holdings, LLC Pro osed Use • • •. • Assisted Livin Facilit 254 105 Beds T=0.17 X 73l27 13 5 18 0 0 0 0.0 % 13 5 18 0 0.0 % 13 5 18 Total 13 5 18 0 0 0 0.0 % 13 5 18 0 13 5 18 �'�Trip generation data obtained from the Institute of Transportation Engineers' Trip Genera[ion manual, 8th Edition. Table lc PM Peak Hour Trip Generation GMH Tequesta Holdings, LLC . . � � Pro osed Use Assisted Livin Facilit 254 105 Beds T=0.29 X 52/48 16 14 30 0 0 0 0.0 % 16 14 30 0 0.0 % 16 14 30 Total 16 14 30 0 0 0 0.0 % 16 14 30 0 16 14 30 �'� Trip generation data obtained from the Institute of Transportation Engineers' Trip Generation manuai, 8th Edition. C:\WOrk�2�101i-Taquuala WvelapmnnNyn12011 Repo�IReNelm\Tablee\TeC�a 1 . � Distribution and Assignment The project distribution was based on a review of the local roadway network and turning- movement counts collected at the intersection of Old Dixie Highway at Village Boulevard. The distribution reflects 26% to the north, 74% to the south. This distribution led to an assignment of 25% of the project traffic to the east along Village Boulevard to US 1 with the remaining 75% assigned to Old Dixie Highway north and south of the project site. Figure 2— Distribution and Assignment, shows the project assignment. Table 2— Test One Si;nificance, summarizes the project percent of Level of Service (LOS) D maximum service volumes on all of the roadways immediately adjacent to the project on both a two-way and peak-direction basis. The project has a 1% or greater impact on Old Dixie Highway from Tequesta Drive to County Line Road in the AM and PM peak hour on a peak-direction basis and in the PM peak hour on a two-way basis. Therefore, the two intersections an either end of the link will be analyzed for Part One and the link will be analyzed for Part Two. Existing Conditions Old Dixie Highway is a two-lane, undivided roadway with a north/south alignment near the project site. However, it widens to become a four-lane roadway as it approaches Tequesta Drive to the south. The posted speed limit is 40 mph. There is a northbound right-turn lane and southbound left-turn lane at the OId Dixie Highway/Village Boulevard intersection adjacent to the project site. There is a northbound right-turn lane at the intersection of Old Dixie Highway at County Line Road, which is stop-sign controlled for the north/south movements on Old Dixie Highway. Village Boulevard is a two-lane, undivided local roadway adjacent to the project site and forming a"T" intersection with Old Dixie Highway from the east. It has an east/west alignment and a posted speed limit of 25 mph. County Line Road is a two-lane, undivided roadway with an east/west alignment that intersects Old Dixie Highway at the northern end of the studied roadway segment. Its posted speed limit is 35 mph. Tequesta Drive is a two-lane, median-divided roadway to the west of Old Dixie Highway and a four-lane, median-divided roadway to the east of Old Dixie Highway. The posted speed limit on Tequesta Drive is 30 mph and the intersection of Tequesta Drive at Old Dixie Highway is signalized. Average Daily traffic volumes and peak-hour, turning-movement volumes were obtained from the Palm Beach County website and are included in Appendix A- Traffic Counts and Adjustment Data. The volumes are also summarized in the Test One and Test Two sections of this report. 4 Future Conditions The project buildout year is 201 l. A review of the Palm Beach County Project Database revealed a small amount of committed development traffic within the project limits, as is shown on the volume adjustment sheets in Appendix A. A growth rate (6.77%) for the studied roadway link was obtained from the Palm Beach County Average Daily Traffic tables and was applied to the roadway volumes to estimate background traffic. Project trips shown in Table 1 were added to the background traffic to estimate future total volumes. 5 �: o- G � � o , O. N � . � J r Z � � ' o o � 0 � �r i '� .. c : g'� . -':, . . County Line Rd. � � � g `�� N § � �� 10% � � � Y� �� � � � IJO � p. $ a. 0 Slte , �'. Village Blvd ' ,_„': ��� , _, 25% F� � � � ; ;. , �� 3 „, : z a>''; � O ' O ::� � Tequesta Dr. 15% 20% ., � t� ; 0 ,., Legend: S. Beach Rd __,,`-` XX% = Project Assignment Figure 2— Distribution and Assignment GMH Tequesta Holdings, LLC Village of Tequesta, Florida � �� � � � ' � � LOS D Project Project % of Is Project Number Peak-Hour, Trips - AM Peak Hour Traffic >1% of Station Road Name From To of Lanes Two•Way Peak Hour Capacity Capacity? �� •. � - .�/J -. - . � . �� 0 �:� � � • ', 1' � •-. - . �••-• � •. � - � ':� ��� 0 ''� 0 � �', � ' � � LOS D Project Project % of Is Project Number Peak-Hour, Trips • PM Peak Hour Traffic >1°/a of Station Road Name From To of Lanes Two-Way Peak Hour Capacity Capacity? � • . � - . '. -. - . � : „ 0���� �.�u'�0����� � • - -... � • . � .� i ��, . � -. - .� - � •.� - 0 ,;� �� � ' � 1 i � LOS D Project Project % of Is Project Number Peak•Hour, Trips - AM Peak Hour Traffic >1% of Station Road Name From To of Lanes One•Way Peak Hour Capacity Capacity? � • • � - . . -. - . � .' - -. 0 : � ��� � 0 ' � - -... � � . � - � : � ��� -. • .� - � •.� - ' � 1 � � LOS D Project Project % of Is Project Number Peak-Hour, Trips - PM Peak Hour Traffic >1% of Station Road Name From To of Lanes One-Way Peak Hour Capacity Capacity? � • . � - . . -. - . � �. 11 ��1�0 � � � .��. O�P --...� ••� � � -. - . . - � .. . ��0 ' � ��� 0 �' ��� Test One Pa�t One - Intersections The project traffic is significant on Old DiYie Highway between Tequesta Drive and County Line Road. As such, the intersections on each end of the roadway segment must be analyzed. The project is not expected to have an impact of 10% or more on any approach to the immediately adjacent intersection of Old Dixie Highway at Village Boulevard. Therefore, although close to the project, this intersection was not required to be analyzed. The intersection of Old Dixie Highway at Tequesta Drive is signalized and was analyzed using the Critical Movement Analysis (CMA). The intersection of Old Dixie Highway at County Line Road is unsignalized and was analyzed using the Federal Highway Administration's Highway Capacity Software (HCS). The results of the intersection analyses are summarized in Table 3— Intersection Level of Service. Appendix B— Capacity Analyses, contains copies of the CMA and HCS analyses. Pa�t Two — Links To satisfy Test One — Part Two — Links, the total traffic on links where the project is significant must be less than the allowable threshold based on two-way, peak-hour values. The following link has an impact of 1% or more of project traffic and exceeds the peak-direction threshold for the AM peak hour and both the two-way and peak-direction threshold for the PM peak hour: • Old Dixie Highway from Tequesta Drive to County Line Road Table 4- Link Analysis, shows that the peak-direction link capacity will not be exceeded with the project traffic included. 8 Table 3 Intersection L.evel of Service GMH Tequesta Holdings, LLC . . . . . Old Dixie Hw . at Tequesta Dr. 629 828 Old Dixie Hwy. at County Line Rd. NB 17.3 C 48.1 E SB 14.5 B 17.1 C C:\Work\201017 - Tequesta DevelopmentlApril 2011 Report Revision\TableslTahle 3& 4 , 2011 Project Is Project Total AM Total LOS D Total Trip - AM Project % Traffic More Peak Peak Hour Peak Hour Background Peak Hour of Capacity Than 1% of Hour Less Than Roadway From To Direction Number of Lanes Directional Directional Directional Peak Hour Capacity? Directional Capacity? • . � - � -. - . � . - �. � : � ������� 2011 Project Is Project Total PM Total LOS D Total Trip - PM Project % Traffic More Peak Peak Hour Peak Hour Background Peak Hour of Capacity Than 1% of Hour Less Than Roadway From To Direction Number of Lanes Directional Qirectional Directiona! Peak Hour Capacity? Directional Capacity? •. � -�1/� -. - . � �. - -� ►�-. ��� •�'� ��� ( O � y ��(� O � . V , 4 0 � � � �. y� � � � � � � £� � , County Line Rd. � �� � : � � �' ���� N � •� L �� .' � Y /;- C � � 5 ' � �. � �,� l31 a � � 111 � } �- " i � : � z Site s � � � �� Village Blvd. � �` � � ; . ` �;\ J �° r � Y '1 � . � � Z.�, Tequesta Dr. �: r :: � a;; Lec�end: " XX = AM Project Trips S. Beach Rd. (X) = PM Project Trips Figure 3— Project Driveway Volumes GMH Tequesta Holdings, LLC Village of Teqaesta, Florida Test Two Five Year Test Table 5 summarizes the signi�cance of the project. There are no links upon which the project has an impact of 3% or more of the Level of Service E maximum service volume. Therefore, no links or intersections require analyses. Project Driveways Figure 3— Project Driveway Volumes, depicts the AM and PM peak-hour project trips expected to use the driveway currently planned to provide access to/from the proposed project. As can be seen in the figure, the project driveway volumes are quite small. In fact, the project trips do not warrant the addition of a right-turn deceleration lane or left- turn storage lane per Palm Beach County Traffic Engineering's Turn Lane Geometrics and Approach Striping detail. The county's detail has a minimum turn-lane volume of 30 trips, well above the PM peak-hour maximum of 16 inbound project trips. Conclusion The GMH Tequesta Holdings, LLC project, with 18 AM peak-hour trips and 30 PM peak-hour trips, will not adversely affect the adjacent roadway network. Compliance with Test One and Test Two has been demonstrated through this analysis. No roadway improvements are required. 12 � , , � � � '• � LOS E Peak� Project Trips - Project % of Is Project Number Hour, One- AM Pk Hr Peak Hour Traffic >3% of Station Road Name From To Direction of Lanes Way Directional Capacity Capacity? : � • • � - . . - • - . � . - - . �,L,�O :: � ����� . � �. i LOS E Peak� Project Trips - Project % of Is Project Number Hour, One- PM Pk Hr Peak Hour Traffic >3% of Station Road Name From To Direction of Lanes Way Directional Capacity Capacity? : � • • � - . . -. - . � . - -. �0 :: � • ;' � ��! `�� „ - ..- , - - Appendix A— Traffic Counts and Adjustment Data A � �i � � * � � � .� � � � �. � : � � � � � � � `° � � � � � �, �' . 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AT VILLAGE BLVD. 1355 ADAMS STREET Site Code: 10006 TEQUESTA, FLORIDA HOLLYWOOD, FL 33019 Start Date: 11/17/2010 COUNTED BY: TOM 954-288-4447 File I.D.: Dix/Vil UNSIGNALIZED Page: 1 ALL VEHICLES .................................. ........................................................................................................... :.................................................................................................................................................................: .................................................................................... DIXIE HWY. 'VILLAGE BLVD. :DIXIE HWY. ;N/A From North �From East ;From South :From West Uturn Left Thru Right�Uturn Left Thru Right:Uturn Left Thru Right:Uturn Left Thru Right: Total Date11/17/10 ..................................................................................................................................................................................................................................................................................................................................................... 7:00 0 5 58 0 0 17 0 4: 0 0 17 18: 0 0 0 0 119 7:15 0 14 46 0 0 12 0 3[ 0 0 16 23: 0 0 0 0 114 7:30 0 3 71 0 0 26 0 2; 0 0 21 12; 0 0 0 � 135 7:45 0 1 58 0 0 16 0 13: 0 0 28 30; 0 0 0 0 146 Hr Tota1 0 23 233 0 0 71 0 22� 0 0 82 83' 0 0 0 0 514 8:00 0 4 49 0 0 28 0 13: 0 0 34 25':. 0 0 0 0 153 8:15 0 19 69 0 0 21 0 5: 0 0 29 27: 0 0 0 0 170 8:30 0 7 57 0 0 26 0 5[ 0 0 31 16; 0 0 0 0 142 8:45 0 5 55 0 0 16 0 7: 0 0 33 24: 0 0 0 0 140 Ar Total 0 35 230 0 0 91 0 30; 0 0 127 92: 0 0 0 0 605 ............................ * BREAK * ................................................................................................................................................................................................................................................................................................................................. 11:15 0 0 0 0: 0 0 0 0` 0 0 0 0� 0 0 0 Oi 0 11:30 0 0 0 0; 0 0 0 0; 0 0 0 0: 0 0 0 0; 0 11:45 0 0 0 0; 0 0 0 0; 0 0 0 0; 0 0 0 0: 0 12:00 0 0 0 0: 0 0 0 0: 0 0 0 0` 0 0 0 0: 0 Hr Total 0 0 0 0: 0 0 0 0� 0 0 0 0: 0 0 0 0: 0 12:15 0 0 0 0: 0 0 0 0� 0 0 0 0': 0 0 0 0: 0 12:30 0 0 0 0; 0 0 0 0; 0 0 0 0: 0 0 0 0� 0 12:45 0 0 0 0: 0 0 0 0: 0 0 0 0: 0 0 0 0: 0 1:00 0 0 0 0: 0 0 0 0': 0 0 0 0: 0 0 0 0: 0 Hr Total 0 0 0 0: 0 0 0 0: 0 0 0 0's, 0 0 0 0: 0 ........................... * BREAK :r ................................................................................................................................................................................................................................................................................................................................. 16:00 0 12 51 0� 0 31 0 23; 0 0 70 51; 0 0 0 0; 238 16:15 0 3 38 0: 0 38 0 24`:• 0 0 48 55: 0 0 0 0: 206 16:30 0 5 41 0: 0 24 0 25; 0 0 63 44'•. 0 0 0 0: 202 16:45 0 11 36 0; 0 30 0 23` 0 0 61 42� 0 0 0 0; 203 Hr Total 0 31 166 0; 0 123 0 95; 0 0 242 192; 0 0 0 0; 849 17:00 0 7 39 0; 0 33 0 25� 0 0 78 72; 0 0 0 0; 254 17:15 0 1 36 0: 0 36 0 19: 0 0 63 65':. 0 0 0 0: 220 17:30 0 4 34 0: 0 35 0 20- 0 0 59 58: 0 0 0 0: 210 17:45 0 7 35 0; 0 34 0 22; 0 0 54 54; 0 0 0 0; 206 Hr Total 0 19 144 0; 0 138 0 86; 0 0 254 249: 0 0 0 0: 890 ..................................................................................................................................................................................................................................................................................................................................................................................................... *TOTAL* 0 108 773 0 0 423 0 233 0 0 705 616 0 0 0 0 2858 . . THOMAS A. HALL, INC. DIXIE HWY. AT VILLAGE BLVD. 1355 ADAMS STREET Site Code: 10006 TEQUESTA, FLORIDA HOLLYWOOD, FL 33019 Start Date: 11/17/2010 COUNTED BY: TOM 954-288-4447 Fi1e I.D.: Dix/Vil UNSIGNALIZED Page: 2 ..........................................................................ALL VEHICLES ........................................................................................................ ..........;........................................................,.......................;..... ........................................................ .. . . . , .. .. ...........:.................................... DIXIE HWY. ;VILLAGE BLVD. ;DIXIE HWY. ;N/A From North :From East :From South :From West Uturn Left Thru Right;Uturn Left Thru Right;Uturn Left Thru Right:Uturn Left Thru Right: Total Date 11/17/10 ............................................................................................................................................................................................................................................................ ......................................................................................... Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 9:00 on 11/17/10 Peak start 07:45 :07:45 :07:45 i07:45 Volume 0 31 233 0; 0 91 0 36; 0 0 122 98; 0 0 0 0; 611 Percent 0% 12°s 88% 0°s: 0°s 0°s 0°s 0°s' Oo Oo 55a 45°s: Oa Oo 0% 0°s; Pk total 264 127 220 0 Highest 8:15 : 8:00 '•. 8:00 : 8:15 Volume 0 19 69 0':. 0 28 0 13; 0 0 34 25' 0 0 0 0' Hi total 88 41 59 0 PHF 0.75 € 0.77 `: 0.93 : 0.00 Peak Hour Analysis By Entire Intersection for the Period: 11:15 to 13:15 on 11/17/10 Peak start 12:00 :12:00 :12:00 :12:00 Volume 0 0 0 0€ 0 0 0 0? 0 0 0 0: 0 0 0 0' 0 Percent 0°s 0% 0°s Oa'•. 0°s Oo 0°s 0°s: 0°s Oa 0°s 0%': 0% Oa 0% 0%€ Pk total 0 0 0 0 Highest 12:30 ;12:30 ;12:15 :12:30 Volume 0 0 0 0: 0 0 0 0: 0 0 0 0's 0 0 0 0: Hi total 0 0 0 0 PHF 0.00 ; 0.00 : 0.00 � 0.00 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 11/17/10 Peak start 17:00 :17:00 ;17:00 ;17:00 Volume 0 19 144 0 0 138 0 86 0 0 254 249 0 0 0 0 890 Percent 0°s 12% 88°s 0°s; 0°s 62% 0°s 38°s; 0% 0°s 50% 50°s; 0% 0°s 0% Oa: Pk total 163 224 503 0 Highest 17:00 ;17:00 �17:00 �17:00 Volume 0 7 39 0; 0 33 0 25; 0 0 78 72: 0 0 0 0; Hi total 46 58 150 0 PHF 0.89 ` 0.97 ' 0.84 e 0.00 Note: Used PM Peak Hour for distribution analysis. Input Data E-W Street: Counry Line Rd COUNT DATE: 4/21/2009 Report Created: 04/13/2011 N-S STREET: Old Dixie Hwy CURRENT YEAR: 2009 TIME PERIOD: AM ANALYSIS YEAR: 2011 GROWTH RATE: 6.77% PSF: 1.02 SIGNAL ID: 1500 Intersection Volume Development Westbound _ __�,, Soufhbound Left Thru Right �� Left Thru Right Existing Volume �� , 45 114 4 ���� t�� Z"� 7 31 5 DIVe�510115 � '� 0%0 0% 0% �k°�i`�, �� ��.�; 0%0 0% 0% �� Peak Season Volume �§ - 46 116 4�3�2��T� 7 32 5, Committed Developments Type % Complete Atlantis �� - 1' 0 0 �,� ���-�� 0���� 0 ' 0 Res 0% Total Committed Developments 0 0 0 "���-= 0 0 4��i �-� �.�k � � Total Committed Residential 0 0 0 ��� 0 � 4 - -�tl`��" ,��� �#�- °, +, Total Committed Non-Residential 0 0 0 �� - 0 0 0�IY�'�������{l� _ Double Count Reduction 0 0 0 0 0 0�� ,�' _ ��,�#�� Total Discounted Committed 0 0 0 - 0 0- 4����������a,�. Historical Growth 1 18 17 �"�- 20 3 10 �--�,,-,� �...�. � �� � Comm Dev+1% Growth 0 3 3 �� 3 0 6�€���� Y � �� � Growth Volume Used 1 18 17 �-����� �"�� 20 3 10 ���� � Total Volume 5 149 142 �v�����,�.�����=�� 163 23 85 ���'_ ���R Input Data E-W Street: County Line Rd COUNT DATE: 4/21/2009 Report Created: 04/13/2011 N-S STREET: Old Dixie Hwy CURRENT YEAR: 2009 TIME PERIOD: PM ANALYSIS YEAR: 2011 GROWTH RATE: 6.77°/a PSF: 1.02 SIGNAL ID: 1500 intersection Volume Development �;,�as�u�� Westbourid ����€��� Southbound �+; ��ht; Left Thru Right �.;�� . : Left Thru Right ��� , � _ .. Existing Volume 35 200 7 5 22 0 Diversions � 0%a 0% . 0°/a � 0% 0% 0% Peak Season Volume �:� ,'������� 36 . 204 7 *�t8���� ��� � 5 22 0 Committed Developments Type % Complete Atlantis ` � �` ' ` � ` 5 0 4 � � � - �� ���� 0 0 0 Res 0% Total Committed Developments 0 0 0 0 �0 3 ����� f��-� ;�, ' Total Committed Residential 0 0 0 � � 0 0 `3 �1� -� �''� Total Committed Non-Residential 0 0 0 ���`� ����k� ;'0 0 0 �� �: Double Count Reduction 0 0 0�� ��f��� 0 0 -0 � ���;� Total Discounted Committed 0 0 0 �-; 0 0 3 _�;��:�� - Historical Growth 0 25 17 35 2 13 ��T.��� �; �� Comm Dev+1 % Growth 0 4 3 5 0 5 ft� � Growth Volume Used 0 25 17 x � 35 ' 2 13 ��{��� s � - _" Total Volume 1 205 142 ����� ; 283 18 107 ��fs�� . r Input Data E-W Street: Tequesta Dr COUNT DATE: 9/2/2009 Report Created: 04/13/2011 N-S STREET: Old Dixie Hwy S CURRENT YEAR: 2009 TIME PERIOD: AM ANALYSIS YEAR: 2011 GROWTH RATE: -4.31% PSF: 1.1 SIGNAL ID: 2600 Intersection Volume Development ��st ' Westbound �i€� '- Southbound �_��� '�� ��tgf�� Left Thru Right � Left Thru Right Existing Volume ���-��� ��6 50 133 ' 13 � -�; 28 ` 266 44 Divefslons ���'�u��I°��, 0% 0% 0% ��` �'�o-`�' 0% 0% 0% Peak Season Voiume ��' ., . 55 146 14 ��� 31 293 48 Committed Developments Type % Complete Atlantis ����-� � 8 0 4 �� 1 0 0 Res �% JP8 Reaity ���� ���. 0 0 0 ��� 1 1 0 NR 0°/a Tequesta Offices �t���,��„���f� �� 1 0 0 �� � Q 0 0 NR 0% Total Committed Developments 0 1 1 � a- 0 2 7 �2�� ' �,,, Total Committed Residential 0 0 0 �� ��� -0 p : 2 �� � Y ^��,`� � Total Committed Non-Residential 0 1 1 �_; E� '�- ;� 0 2 5 'F�'� '�_ Double Count Reduction 0 0 0 �� �� x 0 0" 1 ;� ��- Total Discounted Committed 0 1 . 1 0 2 6�::_�. ` �� �� �. Historical Growth -6 -17 -20 -t9 -15 =3 ,� ���-�_ � � Comm Dev+1 % Growth 1 5 6 3 6 7 ����-� ° � Growth Volume Used 1 5 ' 6 - 3 6 7 �� ��� �� �'���* Total Volume 73 205 244 ��;;,- '� €��� > '� _ : � 136 188 41 �,1�.,�--� ., �= -�.-��.� Input Data E-W Street: Tequesfa Dr COUNT DATE: 9/2/2009 Report Created: 04/13/2011 N-S STREET: Old Dixie Hwy S CURRENT YEAR: 2009 TIME PERIOD: PM ANALYSIS YEAR: 2011 GROWTH RATE: -4.31°/a PSF: 1.1 SIGNAL ID: 2600 Intersection Volume Development � ��� Westbound �=� r Southbound ���"�'�a.���; Left 7hru Right � Left Thru Right Existing Volume �� 55 189 59 ;�s ���-= 52 205 110 Diversions '�" 0% 0% 0% °;���}, _�° 0% . 0% 0% Peak Season Volume �9� � 61 208 65 ����' �� 57 : 226 121 Committed Developments Type % Complete Atlantis � €I ,� �'' � 7 0 3 ��'�€�.�` 5 0 0 Res 0% JPB Realty 0 0 0 ���_ 1 1 0 NR 0°/o Tequesta Offices 5 0 0 E����� = 0 2 0 NR 0°/a Total Committed Developments 0 1 1 � �' 0 1 11 �-� ����� �� Q�� Total Committed Residential 0 0 0�� ,�� 0 0 :10 -��- � ���� �� � �. �-� �"�'" ��� � �,��:� � e� Total Committed Non-Residential 0 1: 1,��5 ��`� �:�'� 0 1 1 '� �¢ � Double Count Reduction A 0 0��' '�� ����'� 0 0 0��� �� �� Total Discounted Committed 0 1' 1��� °�€��-� . 0: 1 11 ,�.��.�� `�:� Historical Growth -8 -18 -12 � ���- s -17 -30 -6 �a� � �_ : - Comm Dev+�%a Growth 2 5 4 � 4 8 13 ��' ` Growth Volume Used 2 5 4 4 8 13 �� _ � �� - Totai Volume 96 214 ' 147 �� - 200 ��366 - 89 - � ���:�,.,�_ � ?�� Input Data ROA� NAME: Old Dixie Hwy STATION: 1814 Report Created: 04/13/2011 CURRENTYEAR:2010 FROM: Midpoint ANALYSIS YEAR: 2011 TO: Counry Line Rd GROWTH RRTE: 6.77% COUNT DATE: 2/10/2010 PSF: 1 Link Analysis Time Period AM PM Direction 2-way NB/EB SBM/B 2-way NB/EB SB/WB Existing Volume z �;, ° F_ _ Peak Volume �" ' � '�-, � Diversion(%a) � �� _ Volume after Diversion ,�� � � 3 � �;; r Committed Developments Type % Complete _ Tequesta 0ffices 3 2 0 3 7 2 NR ' 0% Atlantis 5 4 1 8` $ 5 Res 0% JPB Realty 1 ' 0 1 1 0 1 NR p% Total Committed Developments 9 6 2 12 4 8 Total Committed Residential 5 4 1 8 3 5 Total Committed Non-Residential 4 2 1 4 1 3 Double Count Reduction 1 0 0 1 0 1 Total Discounted Committed Developments 8 6 2 11 4 7 Historical Growth 38 13 24 46 31 16 Comm Dev+�% Growth 14 8 6 18 9 9 Grawth Volume Used 38 t3 24 46 31 16 Total Volume 592 210 385 730 484 250 Lanes 2L 2-way or Class II Capacity 1480 810 81A 1480 . 810 810 Link Meets Test 1/Opt. i? YES YES YES YES YES YES Class I Capacity 880 880 ` 880 880 Link Meets Tesf 1/Opt. ii? YES YES YES Y.ES 2-Way LOS E Capacity ]570 860 860 1570 860 860 Link Meets Test 2/Opt. i? YES YES YES YES YES YES Class I LOS E Capacity 8S� 880 ' 880 ': 880 ' Link Meets Test 2/Opt, ii? YES YES YES YES Input Data ROAD NAME: Old Dixie Hwy STATION: 1814 Report Created: 04/13/2011 CURRENT YEAR: 2010 FROM: Tequesta Dr ANALYSIS YEAR: 2011 T0: Midpoint GROWTH RATE: 6.77% COUNT DATE: 2/10/2010 PSF: t Link Analysis Time Period AM PM Direction 2-way NBlEB SB/WB 2-way NB(EB SB/WB Existing Volume ? :� � t fi' Peak Volume �t3� � 1= 3 � ,„ .=. � . .. � . Diversion(%) " � � " � Volume after Diversion ,: �„ �S� ,�3�,�; � �,,; _ � Committed Developments Type % Complete Tequesta O�ces 3 2 0 3 9 ' 2 NR 0% Atlantis 5 4 1 8 3 5' Res 0% JPB Realty 1 0 1 . 1 0 1 NR 0% Total Committed Developments 9 6 2 12 4 8 Total Committed Residential 5 4 1 S 3 5 Total Committed Non-Residential 4 2 1 4 1 3 Double Count Reduction 1 0 0 1 0 1 Total Discounted Committed Developments 8 6 2 11 4 7 Historical Growth 3S 73 24 46 31 16 Comm Dev+1 % Growth 14 8 6 18 9 9 Grawth Volume Used 38 13 24 46 31 16 Total Volume 592 210 385 730 484 250 Lanes 2L 2-way or Class II Capacity 1480 810 810 1480 810 - 81D Link Meets Test 7/Opt. i? YES YES ' YES YES -YES YES ' Class I Capacity 880 880 :880 , 880 Link Meets Test 1lOpt. ii? YES YES ` YES YES 2-Way LOS E Capacity 1570 860 860 7570 860 860 - Link Meets Test 2/Opt. i? YES YES YES ' YES YES YES Class I LOS E Capacity 880 880 ' 880 8S0 `. Link Meets Test 2/Opt. ii? YES YES YES YES Input Data ROAD NAME: Tequesta Dr STATION: 1207 Report Created: 04l13l2011 CURRENT YEAR: 2010 FROM: Midpoint ANALYSIS YEAR: 2011 T0: N Us Highway 1 GROWTH R.4TE: -13.39% COUNT DATE: 1/27/2010 PSF: 1 Link Analysis Time Period AM PM Direction 2-way NBfE6 SBM/B 2-way NB/EB SBNVB Existing Volume � ; , , ;, ���„ _, ,� , _ Peak Volume � � „ �� .„ ,° °�, t , .,,� Diversion(%) ff� ;�;,_r=y" Volume after Diversion ;a� �� � x_� ; ` ,�, � �'` w �,,, _ rt Committed Developments Type % Complete Tequesta Offices 8 7 1 9 2 7 NR `0% Atlantis 10 ' 2 8` 77 10 7 Res ` 0% JPB Realty 1 1 0' 7 t 0 NR -0% Total Committed Developments 19 70 9 27 13 14 Total Committed Residential 10 2 8 17 10 7 Total Committed Non-Residential 9 8 1 10 3 7 Double Count Reduc6on 2 1 0 2 1 1 Total Discounted Committed Developments 17 9 9 25 12 13 Historical Growth •S7 -50 -37 -110 -57 -53 Comm Dev+� / Growth 24 13 12 33 16 17 Growth Valume Used 24 13 12 33 16 17 Total Volume 675 389 287 858 442 416 Lanes 2L 2-way or Class II Capacity 1450 810 S1D 1480 810 '> 816 — Link Meets Test 1lOpt. i? YES YES YES YES YES YES ' Class I Capaciry 880 880 880 $80 ; Link Meets Test 1/Opt. ii? YES YES YES YES 2-Way LOS E Capacity 1570 860 860 ` 1570 860 860 Link Meets Test 2/Opt. i? YES `YES YES YES YES YES ; Class I LOS E Capacity 880 880 '880 :880 Link Meets Test 2/Opt. ii? YES YES YES YES Input Data ROAD NAME: Tequesta Dr STATION: 1207 Report Created: 0 411 3/2 0 1 1 CURRENT YEAR: 2010 FROM: Old Dixie Hwy ANALYSIS YEAR: 2011 T0: Midpoint GROWTH RATE: -13.39% COUNT DATE: 1/27/2010 PSF: 1 Link Analysis Time Period AM PM Direction 2-way NB/EB SBM/B 2-way NB/E8 SBM/B Existing Volume � , � � �;�; ;' a , "� Peak Volume =��, , 7 . Z�'•; 82 ` � -� _ Diversion(%) y� ,r� �r, h "� � „ ' �. Volume after Diversion 6 �7G� ���� ���,, - ` Committed Developments Type % Complete Tequesta Offices 8 7 9 9 2 7 'NR ` 0% Atlantis 10 , 2- 8 17 10 ' 7 Res 0% JPB Realty 1 1 0 1` 1 -0 NR A% Total Committed Developments 19 10 9 27 13 14 Total Committed Residential 10 2 8 17 10 7 Total Committed Non-Residential 9 8 1 10 3 7 Double Count Reduction 2 1 0 2 1 1 Total Discounted Committed Developments t7 9 9 25 12 13 Historical Growth -87 -50 37 -110 -57 -53 Comm Dev+�a/ Growth 24 13 12 33 16 17 Growth Volume Used 24 13 12 33 16 17 Total Volume 675 389 287 858 442 416 Lanes 2L 2-way or Class II Capacily 1480 810 810 1480 87Q 810 Link Meets Test 1lOpt. i? YES YES YES YES YES YES Class I Capacity 880 ' 880 . 880 880 Link Meets Test 1lOpt. ii? YES ' YES . YES YES 2-Way LOS E Capacity 1570 860 860 ; 1570 860 860 Link Meets Test 2/Opt. i? YES YES YES YES ' YES YES Class I LOS E Capacity 880 880 880 880 Link Meets Test 2/0pt. ii? YES YES YES YES � � Input Data ROAD NAME: Counry Line Rd STATION: 0 Report Created: 04/13/2011 CURRENT YEAR: 2010 FROM: Old Dixie Hwy ANALYSIS YEAR: 2011 TO: Midpaint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/W6 2-way NBIEB SBIWB Existing Volume ��� ,.. „ �.� : L��_T�; Peak Volume �� __. _. : ��� , �� �f¥ � �&�,__ Diversion(%) ����� *�-� �� . ��= y �t� �- , ���; Volume after Diversion �Q� _-� ��€}�.� „��Q?� ��� � ,E} ;�{�;�� Committed Developments Type % Complete Atlantis B 6 2 92 ` 5 7 Res ` 0% Total Committed Developments 8 6 2 12 5 7 Total Committed Residential 8 6 2 12 5 7 Total Committed No�-Residential 0 0 0 0 0 0 Double Count Reduction 0 0 0 0 0 0 Total Discounted Committed Developments 8 6 2 12 5 7 Historical Growth 0 0 0 0 0 0 Camm Dev+1% Growth 8 6 2 12 5 7 Growth Volume Used 8 6 2 12 5 7 Total Volume 8 6 2 12 5 7 Lanes 2L 2-way or Class II Capacity 1480 810 810 : 1480 84-0 St0 , Link Meets Test 1/Opt. i? YES YES YES ' YES YES YES Class I Capacity 880 880 880 880 Link Meets Test 1/Opt. ii? YES YES YES YES 2-Way LOS E Capacity 1570 860 . 860 1570 860 860 Link Meets Test 2/Opt. i? YES YES YES - YES YES YES Class I LOS E Capacity 880 880 880 880 Link Meets Test 2(Opt. ii? YES YES ' YES YES ' Input Data ROAD NAME: Counry Line Rd STATION: 0 Report Created: 04/13l2011 CURRENT YEAR: 2010 FROM: Midpoint ANALYSIS YEAR: 2011 TO: Us Highway 1 GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2-way NB/EB SBNVB 2-way NB/EB SB/WB Existing Volume �A€� � ;� , �Ets [# ,,;�; Peak Volume Il€ � ;�-_�-,-��_� �� � �� �Af��;� �`�,,, Diversion(°/a) , ,��- �E�� =„�€k�� �t�� �i1'� " Volume after Diversion <�� �_�,,,�,,, �tEt � �4.�. �:� a �� Committed Developments Type % Complete Atlantis S 6 2 12 5 7 Res . -0°/a Total Committed Developments 8 6 2 12 5 7 Total Committed Residential 8 6 2 12 5 7 Total Committed Non-Residential 0 0 0 0 0 0 Double Count Reduction 0 0 0 0 0 0 Total Discounted Committed Developments 8 6 2 12 5 7 Historical Growth 0 0 0 0 0 0 Comm Dev+1% Growth 8 6 2 12 5 7 Growth Volume Used 8 6 2 12 5 7 Total Volume 8 6 2 12 5 7 Lanes 2L 2-way or Class II Capaciry 1480 810 810 1480 810 810 : Link Meets Test 1/Opt. i? YES YES YES YES YES YES Class I Capacity 880 880 880 880 Link Meets Test 1/Opt. ii? YES YES YES YES 2-Way LOS E Capacity 1570 860 860 1570 860 860 ` Link Meets Test 2/Opt. i? YES YES YES YES YES YES Class I LOS E Capacity 880 880 880 880 Link Meets Test 2/Opt. ii? YES YES YES YES h I � Appendix B — Capacity Analyses B 1- 1 Palm Beach County Signalized Intersection Analysis INTERSECTION: Old Dixie Highway at Tequesta Drive VOLUMES: Year2011 GEOMETRY: Existing Input Data AM PM Growth Rate = 6.77% 6.77% Peak Season = 1.10 Current Year = 2009 Buildout Year = 2011 AM Peak Hour Intersection Volume Develo ment Northbound Southbound Eastbound Westbound Left Thru Ri ht Left Thru Ri ht Left Thru Ri ht Left Thru Ri ht Existing Volume (9/2/2009) 121 165 31 28 266 44 65 182 216 50 133 13 Peak Season Adjustment 133 182 34 31 293 48 72 200 238 55 146 14 Diversion (%) Diversion (Voiumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Grow[h 19 25 5 4 41 7 10 28 33 8 20 2 1% Background Growth 3 4 1 1 6 1 1 4 5 1 3 0 Approved Projects Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Background Used: GR 19 25 5 4 41 7 10 28 33 8 20 Z Pro'ect Traffic 0 3 0 1 1 1 3 0 0 0 0 2 Total 152 210 39 36 335 56 85 228 271 63 167 18 A roach Total 401 427 584 248 Critical Volume Anal sis No. of Lanes 1 2 < 1 2 < 1 1 1 1 2 < Per Lane Volume 152 125 < 36 196 < 85 228 271 63 185 < Right on Red 10 �� j/ 0 %�%� �j 0 /%//j// 0 Overiaps Left 0 Adj. Per Lane Volume 152 115 < 36 186 < 85 228 211 63 175 < Through/Right Volume 115 186 228 175 Opposing Left Turns 36 152 63 85 CriticalVolumeforApproach 151 338 291 260 Critical Volume for Direction 338 291 intersection Critical Volume 629 STATUS? UNDER PM Peak Hour Intersection Volume Develo ment Northbound Southbound Eastbound Westbound Left Thru Ri ht Left Thru Ri ht Left Thru Ri ht Left Thru Ri ht Existing Volume (9/2/2009) 178 325 69 52 205 110 85 190 130 55 189 59 Peak Season Adjustment 196 358 76 57 226 121 94 209 143 61 208 65 Diversion (°/a) Diversion (Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 27 50 11 8 32 17 13 29 20 8 29 9 1% Background Growth 4 7 2 1 5 2 2 4 3 1 4 1 Approved Projects Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Background Used:GR 27 50 11 8 32 17 13 29 20 8 29 9 Pro'ect Traffic 0 3 0 2 3 3 3 0 0 0 0 3 Total 223 411 87 67 260 141 110 238 163 69 237 77 A roach Totai 720 468 511 383 Critical Volume Anal sis No. of Lanes 1 2 < 1 2 < 1 1 1 1 2 < Per Lane Volume 223 249 < 67 204 < 110 238 463 69 314 < Right on Red "% 10 ��/i / 10 �� 60 ' 10 Overlaps Left j / 0 � � 0 / : 0 �� � 0 Adj. Per Lane Volume 223 239 < 67 191 < 110 238 103 69 304 < Through/Right Volume 239 191 238 304 Opposing Left Turns 67 223 69 110 Critical VolumeforApproach 306 414 307 414 Critical Volume for Direction 414 414 Intersection Critical Volume 828 STATUS? UNDER C:1W ak�201017 - Tequesla DevdopmaitWpril 2017 Repoh Re�isionWnalysislCMP.OId Di�ie at Teques�a -• r 7 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st TAH Intersection Old Dixie at Count Line Rd. enc /Co. Thomas A. Hall, lnc. urisdiction Villa e of Te uesta Date Performed 4/13/2091 nal sis Year 2011 nal sis Time Period M Peak Hour Pro'ect Descri tion GMH Te uesta Holdin s, LLC East/West Street: Count Line Road North/South Street: Old Dixie Hi hwa Intersection Orientation: East-West Stud Period hrs : 0.25 ehic{e Votumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 5 149 142 54 132 5 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 5 156 949 56 138 5 veh/h Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 163 23 86 8 37 6 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Houriy Flow Rate, HFR �71 24 90 8 38 6 veh/h Percent Heavy Vehicles 2 0 0 2 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 1 0 1 0 Configuration LT R LTR Dela , Clueue Len th, and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LT R LTR (veh/h) 5 56 195 90 52 C(m) (veh/h) 9440 1256 422 814 432 lc 0.00 0.04 0.46 0.11 0.12 95°/a queue length 0.01 0.14 2.38 0.37 0.41 Control Delay (s/veh) 7.5 8.0 20.6 10.0 14.5 LOS A A C A B pproach Delay (s/veh) -- - 97.3 14.5 pproach LOS -- -- C B Copyright O 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.2 Generated: 4/18/2011 6:22 PM _, � �r TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st TAH Intersection Old Dixie at Count Line Rd. enc /Co. Thomas A. Hall, lnc. Jurisdiction Villa e of Te uesta Date Performed 4/13/2011 nal sis Year 2011 nal sis Time Period PM Peak Hour Pro'ect Descri tion GMH Te uesta Holdin s, LLC EastNVest Street: Count Line Road North/South Street: 0Id Dixie Hi hwa Intersection Orientation: East-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 1 205 942 44 233 8 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 215 149 46 245 8 veh/h Percent Heavy Vehicles 2 -- -- 2 __ __ Median Type Undivided RT Channelized 0 p Lanes 0 9 0 0 1 0 Configuration LTR LTR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 283 19 109 6 26 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 297 20 114 6 27 0 veh/h Percent Heavy Vehicles 2 0 0 2 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 p Lanes 0 1 1 0 1 0 Configuration LT R LTR Dela , Queue Len th, and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LT R LTR (veh/h) 1 46 317 114 33 C(m) (veh/h) 1312 9195 351 754 331 lc 0.00 0.04 0.90 0.15 0.90 95% queue length 0.00 0.12 8.98 0.53 0.33 Control Delay (s/veh) 7.7 8.9 61.6 90.6 17.1 LOS A A F B C pproach Delay (s/veh) -- -- 48.1 17.1 pproach LOS -- -- E C Copyright �02005 University of Florida, All Rights Reserved NCS+TM Version 5.2 Generated: 4/18/2011 6:22 PM } Since '1979 DeRose Design Consultants, Incorporated ,� ``'R � STRUCTURAL • CIVIL • LAND PLANNING • ENVIRONMENTAL • ELECTRICAL • MECHANICAL �����'� `�h ��- �� ❑ 470 South Andrews Ave. • Suite 206 ❑ 9620 N.E. 2nd Ave. • Suite 203 ^i _ � Pompano Beach, FL 33069 Miami Shores, FL 33138 I �` � �� 954-942-7703 • Fax 954-942-7933 305-249-3674 • Fax: 305-249-3410 Website: http://www.deroseconsultants.com June 16, 2011 Village of Tequesta Community Development 345 Tequesta Drive Tequesta, FL 33469 Attn: Mr. James Weinand Acting Community Development Director RE: GMH Tequesta Holdings LLC Site Plan Application OPN: 10003A Dear Mr. Weinand: In accordance with Village of Tequesta Code of Ordinances Section 78-331(h), I hereby certify that to the best of my knowledge, information, and belief the proposed redevelopment provides the necessary infrastructure to exceed the level af service standards of the Village of Tequesta for traffic, sanitary s�wer, drainage and potable water, based on the following: Traffic The Viilage of Tequesta level of service standard for arterial roads (Old Dixie Highway, Village Boulevard, and County Line Road) is a Standard LOS of C and a Peak LOS of D, per Village of Tequesta Code of Ordinances Section 78-331. As indicated in the previously submitted traffic study approved by Palm Beach County for traffic concurrency on May 24, 2011, and in the attached letter provided by Thomas A. Hall, Inc., both roads provide a Standard LOS of C and a Peak LOS of D. Sanitary Sewer The level of service standards for sanitary sewer are indicated by the following table: Categ ro y iMaximum Monthly Daily Flow (MMDF) i Maximum Daily Flow (MSF) '� iResidential ;93 galfons/capita/day '100 galions/capita/day ! For the proposed development, which will have a total of 105 patients and maximum of 105 staff, the maximum fiows based on the above criteria are the following: 10003A.Ios.cert.061611.1dr Proposed Maximum Monthly Daily Fiow (MMDF) Maximum Daily Flow (MSF) Redevelopment 19,530 ga1lanslcfa�! . : 21 r QOQ ga[fons/day As the Village is aware, the existing site infrastructure was constructed as part of the Crossings project, which proposed apartment and multi-family units in the form of a main building on the southern portion of the property and townhomes on the northern part of the site. The proposed GMH Tequesta Holdings LLC project does not include the additional townhome units previously proposed, providing a total of only 75 units. The previous project and associated sanitary sewer infrastructure was reviewed and approved by the Village of Tequesta and Loxahatchee River Environmental Control District for this level of redevelopment at 82.25 ERCs (see attached agreement), which is equivalent to a 143 bed facility (0.575 ERCs per bed for similar ACLF facilities per LRECD Rule 31-10). As indicated in the LRECD Construction Standards and Technical Specifications, a 143 bed facility at 100 gallons per person produces 14,300 gpd. As such, the constructed infrastructure does not exceed the maximum flows of 19,530 gallons/day or 21,000 gallons/day. Potable Water The level of service standards for potable water are indicated by the following table: Avera e da water consum tion rate: Residential 120 gailons/cap►ta/cfay Maximum da water consum tion: Residential �t80 gal[ons/capita/day For the proposed development, the average and maximum rates permitted and provided for the patients and staff on the proposed site are the following: Avera e da water consum tion rate: �Ma�irrrum";Rate Permittect Rate Provid�� Proposed Redevelopment 25,200 gaflonsfctay 2�,000 gal[arrs/day ' Maximum da water consum tion: Maximum `Rate Permif�ed Rat� Pravidec[ Proposed Redevelopment 37,800 galfonsfday . 31;500 gal�ansfday The average daify water consumption rate of the proposed faciiity was based on 210 persons at 100 galions/person/day. The maximum daily water consumption rate was calculated using a peak factor of 1.5. Please note that the previous project and associated water infrastructure, which included the proposed townhomes, was reviewed and approved by the Village of Tequesta (see attached agreement) for 153 ERCs or 10003A.Ios.cert.061611.1dr 53,550 gpd. The proposed flows are within the level of service rates indicated above and also well within the total flows approved in the prior site aliocation agreement. Drainaqe As indicated in the Village's level of service standards, a three-year, 24-hour storm event shall be used as the basis for estimating the availability of capacity and demand generated by a proposed development project. Each proposed site must also maintain 95 percent of all stormwater runoff on-site. As indicated in the attached SFWMD permit for the Crossings project (please refer to highlighted areas), the existing site drainage system was designed to provide storage via retention areas and exfiltration trench for the 25-year, three-day storm event and maintain 100% of all stormwater runoff on-site. The site drainage system exceeds the required level of service standards and the impact of the proposed development is substantially less than what was previously approved. Should you have �ny questions, ple, se d t hesitate to contact our office. � SmGerely, � �. .- , � ��,� /'a .� - . � i i ,,. ,..,/t . . ., . . 4 s �� . ,,/, . awrenc� GeRo�e, r.E. __ Licensed Engineer #�IG169 State of Florida LDR/jcf 10003A.Ios.cert.061611.1dr . Thomas A. HaIl, Inc. 1355 Adams Street Holly�vood, FL 33019 954-288-4447 tomhall l 234@gmail. c om June 15, 2011 Janice Cabrera-Frias, EIT Project Engineer DeRose Design Consultants, Inc. 470 S. Andrews Avenue, Suite 206 Pompano Beach, FL 33069 RE: GMH Tequesta — Roadway Levels of Service Project No. 201017.01 Dear Janice: This is in response to your request today for additional roadway level of service information. While the traffic study did not deal with the specifics of this request, it is possible to determine from the traffic study data the actual level of service of the studied roadways. There were three roadways that were examined in some manner as a part of the traffic study. Those roadways were: Old Dixie Highway, County Line Road and Tequesta Drive. The enclosed Table A, Roadway Levels of Service, provides the Level of Service (LOS) standard for each roadway on a daily and peak-hour basis and also provides the actual LOS. According to the Palm Beach County Thoroughfare Map, all three of the studied roadways are collectors with an 80-foot-wide right of way. However, the LOS D maximum service volume assigned to the roadways by Palm Beach County Traffic Engineering is consistent with the Florida Department of Transportation's (FDOT) Class II Arterial standard. For the purposes of this analysis we have assumed that the roadways function as arterials, which is a higher standard. Palm Beach County Traffic Performance Standards only provide maximum service volumes for LOS D and E. In order to determine other levels of service, Table 1, Generalized Annual Average Daily Volumes for Florida's Urbanized Areas, and Table 4, Generalized Peak Hour Two-Way Volumes for Florida's Urbanized Areas, from FDOT's 2009 Qzcality/Level of Service Handbook were used. The traffic volumes shown in Table A include the project traffic assigned to each roadway. As the table shows, the Village of Tequesta's LOS standards are satisfied on all three roadways. _ Janice Cabrera-Frias, EIT June 15, 2011 Page 2 of 2 Should you have further questions regarding this matter, please do not hesitate to contact me. Very truly yours, ,�.�f-� Cj�',I . Thomas A. Hall President TAH/kl� Enclosure Cc: Larry DeRose, P.E. C:\W ork\201017 - Tequesta Development\Admin�ResponseJCF06152011.doc Table A Roadway Levels of Service GMH Tequesta ]�Ioldings, LLC 1 1 1 '• � � , i.� � � 'i � 1 � 1. '• i '�.� '� � � �. � � � �, � � � � Old Dixie Hw . Te uesta Dr. Count Line Rd. Arterial C 15,200 8,236 C D 1,480 708 C Count Line Rd. US 1 Old Dixie Hw . Arterial C 15,200 N/A N/A D 1,480 375 C Tequesta Dr. US 1 Old Dixie Hwy. Arterial C 15,200 9,301 C D 1,480 830 C Note: No daily volume available for County Line Road. C:\Work1201017 -Tequesta DevelopmentWdmin\Table A - . II�IIIIIIIIiIfN�f�Nf IIIII�NIIIM�i�Wllill�l ' CFN 20050529513 QR HK 19123 FG 1Qf51 LRECD - 102 dated 3-19-98 RECQRDED 08/23/2005 10:15:44 Prepared By & Return To: Peln Beach Caunty, Florida Clinton R. Yerkes Sharon F3. Back� CLERH b CQ3fPTROLLER Loxahatchee River District Pgs 1091 - 1097; f7pgs) 2500 Jupiter Park Drive Jupiter, Florida 33458 .f� STANDARD DEVELQPER AGREEMENT �i ,\ P# '�.._, � � j'� � \ / ' THIS f1GP�;�tENT MADE AND ENTERED INTO this 8 day af July, 2005, by CORNE�S'T',�)��IE TEQUESTA, LLC and between LQXAHATCHEE RI�ER ENVIR01�1�IE�'�L CONTROL DISTRICT, hereinafter referred to as the "District" and the undersi�ec��:��;,�,e�inafter referred to as "Develaper", with regard to the property described in Exhibit "A", ��ta�F�ed hereto and znade a part hereof, (the "Property"). References herein to the "Rule" or "Rules" sh�l� �ean the RuIes of the Loxahatchee River Environmental Control District as same may b�`�i��ded from time to time hereafter, which are hexeby incorporated by t, .- i , z reference. �'�' 1 �,;; � _,; IN CONSIDERATIOI?1. cf�`--t�e covenants and agzeements herein set forth, the parties agree as follows: 't.��'..� ,, f , . �.— 1. PROVISION OF R�S�R�E AVAILABILITY � ^� � ,t The District shali provide Reserve ���ice Availability, as same is defined in Rule 31-10, in the Regional Wastewatex System of,�i��,�`strict to the extent of 82.25 equivalent connections, as same are defined i�l�ule 31-10, far the Property. r 'r.,- �c 2. TER,,�IS OF ACCEPTANCE � •� ;; ��',�;�, r ��_� � '. `.",,' ; Upon si�ning this Agreement, Developer� s��il��pay #o the District the sum of Fortv Seven Thousand Five Hundred Seven and 60/10�'ths-: :F�47,507.60 } Dollars. This sum represents the follawing charges: '�..5,,�•' ; M �� =' �s� ,.�r 4yi , .' . _.. `. (a) The Administrative, Legal, En�ine�in `- ,�` �'lv-�.-''v �,i and Inspection expenses of $70.Q� p�;�� f, equivalent connection. ; ';', f �_ 5,757.50 ..M.�. -�,,��' ;'� (b) The equivalent af Pour {4} quarterly `�.�, �� service availabi�ity standby charges for the �• equivalent connections of Para�aph I. 93.60/�'c�yr,� ;�_ _ 7,698.60 � ` �. ``�.r ' �� ^:� (c) The Regional Transmission System Line t r�,i ;_ Charges per Rule 31.I0.005(2} of 414.00 ``�°�'� `� per equivalent connection. r�'�� �' $..�� �,� 34 051.50 , -_ r ` 7 r � \ ���J , — �� 1 QnnL�10� r?21Dnnn� (1�� Dnryo 'I n� 7 3. 1VIONTHLY SERVICE AVAILABILITY STANDBY CHARGE AdditiQnal Quarterly Service Availability Standby Charges, as defined in RuIe 31-10 for each equivalent connection shall be collected quarterly from the Developer until the Plant Connection Charges have been paid as provid�d for in Paragraph 4. 4. PLA�,`�T CONNECTI�N CHARGES AND COMMENCEMENT OF MONTHLY �`� d �CHA.RGES �� j J�,, Prior to °��;�g act�,ial physical connection of a building on the Praperty to the Regionat Y Y' � Wastewat� �'�!s�r7ij'th.e Developer shall pay the Plant Connection Charge per Ruie 31.14.005(2) of $1 25 �. D; p�r�, equivalent connection. Immediately upon such physical connectian, the —�--�- . Developer sh�I1;1��gin paying the Quarterty Service Charge in effect at that time. If a Property Uwners Association, 4a� equivalent has been, ar is to be farmed, that assaciation will be responsible for p�-�i�iat of the Quarterly s�rvice charges far aIl units constructed under this agreem.ent. Prepai�;tr�u��rly Sewer Service Availab'rlity Standby Charges shall be prorated as of the time of physicaT so that {a) the Develaper shali receive either a credit against the 4 +. Plant Connection Char .��'g� ther fees and charges due to the District, othenxise a cash payment back to the DeveIo e�� � ta the unex ired r aad uarterl Service Ava�Iabili Standb P�.�Y,� p 1� �F Q Y tY Y Chazges, or 10 I/2 M�iz ������f Prepaid Quarterly Service Availability Standby Charges, ��:: whichever is less, and (b) ��Dist-�t shaIl retain t.he r�maining portian of the Quarterly Service Availability Standby Charges ��```' �_ {"'�,`' � 2 5. DEFAIJLT `,��, � Upon failure of the Developer to pa�;:�y monies due under this Agreement far any period greater than ninety (90} days fram th� �la��°they become due, this Agreement shall be deemed in default, and shall became null and void; �� in that event any Quarterly Service Availability Standby Charges ar Regional Transm'�si�:f�ystem Line Charges paid or prepaid shall be retained by the District, and the provisit��of'i�s�rve sezvice availability to th� extent of the number of equivalent connections set far�-ii� 1 hereof for the Froperty shall terminate. �..�`f-''- _ �i� � + � '" � �' \, •"� =• �w/ 6. TRANSFERABILITY QF RESERVE S�I�� AVAILABILITY �' ;-.� � ;'�;. t ��`�� Any assignment of any part ar all af Developer's in��' �' t�is Agreemant shall only be in the ��-•� form LRECD-106 dated 1-1-98 incorporated herein by�ref,�i��ed. The assignment of Reserve Service Availability for an undevelop�d single family li�;�fiich is to be sold sha11 be in the form of the prepayment vf the estimated Ptant Cannectian Charg��a.t�r grior ta ihe time of sale of the lat. The Res�rve Service Availability under this Agree��t �ay not be transferred from the Praperly to any ather property. ��-� ;� 4{ �; �.;. �.:�,-,. 7. ALLOCATION OF SERVTCE AVAII.,ABILITY f--; ��; ti �.� � ,� : ♦: i'a'N fd � S "�_ +�.�.r.% In ihe eve�t that, fram time to time, ira the opinion af the Distri�t, R��r�;e Service Availabzlity shall be insufficien# to meet the expected demand, there�; �'n the District shall prapartivnately allocate such Reserve Sezvice Availahility, 2 QnnL� t��t 721Dnrre� (107 D.-�rrn 7 n� 7 ,T 8. ATT4RNEY'S FEES In the event lit�gatian is necessary to enforce the provisions of this Agreement, the District shali be entitled to an aw,ard of its reasanable attorney's fees and costs provided it is determined to be the prevail� party by the caurt. �. s' � 9. �..��D �� R1 X �J A copy ����lgreement may be filed in the recards of tl�e county where the Property is located without th�;.�i_ J ���hd specificatians referred to below. Y `r' '/°`��} �}..y'� 5 j �i h 1 Q. ADDT�',�I�AL FACILITIES �: #� - Any new waste���:.£acilities consis�ucted by the Developer and connected to the District's Regional Wastewa�"r' k���tarn shall be constructed at the Deveioper's expense in accordance with final plans and spec��ations approved by the Distriet, a copy of which shall be kept on file at the office af #he Distrir�t;.�, shall, upon campletion, be canveyed to the District by provision of the following items in ��fs� acceptable to the District: 1.) Bill of Sale 2.} Grant of Easement 3,} Maiiatenance Bond o���atC��;, of Czedit 4.) As-Built Drawings 5.} Certificataon by Project Engineer 6.) Plat of the Pr�e��;;-�he aforesaid final constr�ction plans and specifications shall be prepared and carried out with Dis#rict Rules, and published pracedures as cantained in the District Manua�l of �"�onstruction Standards and Teol�nicaI Specifications", form LRECD-123 dated March, 1998 �x�c��rated herein by reference. �s` 1 Z. DEDICATION OF LAND �;:`.=. �� - f Developer agress that upan demand �it �' , ,���'�rarit and convey to the Dish withaut additional consideratian, alI required easements an�.:�rg�i`t�of-way in the Property as the District may, fram time to time hereafter request, based ugan�:e �t�ria of utiltzation for utility purposes related tv wa#er, wastewater, I.Q, water, and stormwat��� ;.� �,:� ��-� ; . 12. PROPERTY LIEN RIGHTS �-y', ��"�y��,� -„r ` - The District shall have a Iien on the Property an�%���es serviced by it for aIl charges, until paid, far services provided to the Property or pz�� �s., the District, ar connection fees associated therewith, which lien shall be prior to all ot�i�er except that such Zien shall be on parity with the lien of the state, county and municipal #�x�s; and any lien for charges for services created pursuant to Section 159.17, Florida S#atutes. Such 'e��hall be perfected by the Distriet by recording in the official records of the county in whieh 'e �Zbperty is Iocated a elaim af lien in farm substantially as provided in Section 713.08, Florida �`�,t'�te�. A copy of the claim of Iien shall be served as provided in Section 713.18, Florida Statu�es ���hin ten (i0} days after #he clairn of lien is recorded. If 30 days after service has h�en mad�-_�,created under this section rernain delinquent, such liens may be foreclosed by the Dzst a��`j��#�i�r provided by the laws of Flarida for the foreclosure af mortgages on real prop.�rty the District shall be entitled to reasanable interest and attamey's fees and other caurt cbs�s: �`"""' 3 QnnL� ��')'2lD.�r.o�t [1�2 Dnno 2 �f 7 IN WITNESS WHEREOF, the Developer has hereunto set his hand and seal on the date Qf _��tY g-Zb��;� Signed, sealed and delivered in the preset��af : DEVEI,OPER: �� �� ��� � �..� � B � �"". ,. � S � �T�RE �x�.a(d (�A�a� Print N e: (,��': V�� j Q., rint Name: �'•�_��:'',� Title: f{ �� ; ,-M, � =�� � ti? F j fr 3 ;� � WITNESS SIGNA ,. � . ", Print Name: r � ` �{� � � �=' �t ✓"• S�,?a( t i P t7'� ,ti � s�, Cornerstane Tequesta, LL� y ,� , r � C '�� FOR PURPOSES OF THI EMENT 2121 Ponce de Leon Blvd, PH THE QFFICIAL ADDRES�rQ�' �� DEVELOPER SHALL BE A��F�,�OWS: Coral Gables, FL 33134 ��.,- .� :.w r� G � PHQ?�TE: (305) 433-8288 STATE OF �"�,,�'L�t, ���'jf CQUNTY OF Y}'l ;Cl.a-ti� '. .��� � �"�� ii I hereby Cer�ify that on this date af �`:. �'"' ... �, �c�o � ,��r onati;.�ppearad ��ip r-� ��t�-� >`t ;�,�, known ta me ta be the erson(s} described in and who executed the same, that I relie �Z�o.� the a owing orm(s} of identification of the n above named person(s) c` `"�.:% , ��� ~ � .�-�°' � I�Iotary Seal � ' - ��-- , t.� �, ,,,��� �, Yessenia Salomon Notazy� " '` e �*� �,� YA° �� ^ Commission #DD228295 ' •' �'�,'�} �;�; Expires: Jul Ot, 2007 `4`°. :.w` f —,���.,,� = 4� .�p�'� Bonded Thru ,r `.. �i� Qi P��� � � y .+ �+�����` Atlantic BondingCo., InC, i, .,,,,*„�. ��i �;,`";�; �'�°�'� ` �-;� tP ,�f 1 '�. � l�� `~� ..,, �.` ' % 'o.� r f�Y,1'P�'� ) i � ���'-,� � r '� '. �`ti.� � � �3 t f'�? �`� _....�,.....� 4 Qnr�L� n� *72/Dnrso7 C1aA dr+r,r A i+� 7 Witnesses As To The District: LO TCH VER ENVIRON�fEI�TA� NT L D T . � . . . /'�G�i _ � t . Print Na�:��t ,S'to�ec �Qoh-c � Rich Dent, II '' •,: '"� `` ' Executive Director _� ���� 1 � � k-v �'�- , � Print Name ���Ij�,����l�1f17�.$ .s� �� � ...� FOR PURPOSES OF T�,�-�GREEMENT LOXAHATCFIEE RIVER ENVIRONIVIENTAL THE OFFICIAL ADI?���F THE CONTRt)L DISTRICT DISTRICT SHALL BSy��'�dLLOWS: 2500 JIJPITER PARK DRIVE �.-- 4 �• JUPITER, FLORIDA 33458-8954 ���� ,:` L: �' STATE OF FLORIDA �,' �' COUN�'Y OF PALM BEAC� �,S I hereby Certify that on this date af,,.. f�. ��-Oc��,� , persanally appeared Richard C. Dent II Executive Di r o�; kn wn to me to be the persan d�scribed in and who executed the same, that I relied upo he fgllowing farm(s) af identification of the above named person�CJc�.S��.�c�—r �.L�o�-.� f�..�e;; 4 , ',i . , W /'� ^ "' ""1� � i ! '.". � . ,, ' ,� y 9 j '� f ' �I^NP Iy� MIX{ �. RIF�� L �" ~ ����� .. /'-"�— V � . r}'. �`4�y. �'jOb#�t Pi3S�iC - $1Q7@ CI� f10f1C�d '� - :. 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BS FEET TfJ TNE� �. =�,�7" QF BEG f NN i NG; THENCE S i 7° i 7' t17" E, A D t S7'AhtCF C1F 335. `�•� �'EET; THENCE N 72° 4�' 53° E, A D I 5TANCE f1F 120. Ot7 FEET; THENCE-,t �S� 17° .i 7' 07" E, A D t ST,4NCE OF 370. QO FEE'T 70 TNE 1 NTERSEC7'dA�w 1 TH A CURi/E COtYCAVE Ta TNE SOUTNEAST, NAV 1 NG A RAD 1 US OF �t �; 0 FEET AND WHQSE RAI11 US Pf? t Nl BEAAS S 25° D7' 29"��� ;�=��' TNENCE WES7ERL Y ALt1NG SA t D CURVE, BE1 NG TNE NORTH RlGHT'=�f1F-I�AY LINE �F YtLLAGE BOULEV,4RD, TNROUGH A CENTR,4 f� ANGL�_L}�'�,' 6° 06' 58" , A D i STANCE t1F 77. 39 FEET TQ 7'HE PO t NT QF REVE'�k�'F.�.� URVATURE �F A CURVE CtJNCAYF FO THF NORfHWEST, Hfi -�1. RAD 1 US OF 625. 00 FEET; THE�l�E WESTERL Y, ALC7NG SA l D�UR��,�`7"f��70UGN A�ENTRAL ANGLE DF 2.3°54' 56", A D 1 STANCE �F 26�:�:°�6;, �F€�T TO THE PQ r 1�T OF REYERSE eUAVATUR�' OF A CUAVE CtJNCAVE ��°,� S(?UTNEAST, HAVlNG A AADItIS OF 725. t30 FEET; 7'NENCE WEST�! 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'j'r;a Dincoi�;a nf Tn�ritgst� Name of Project WATER SERVICE AGREEMENT THI5 AGREEMENT made and entered into this [( day of �y �,,�„µ�„� , 2005, by and between � '— Q�,GA ,�.IC , hereinafter referred to as "Developer", and Village of Tequest Utilities Department, hereinafter referred to as "Utility". WHERE�:S, Developer owns or controls lands located in the Utility Service Area, and described in Exhibit "A", attached hereto and made a part hereof as if fully set out in this paragraph and hereinafter referred to as the "Property" and Develaper intends to develop the p.roperty by erecting thereon, individually metered residential units, commercial units, or a combination of these; and WI3EREAS, Developer desires that the Utility provide water service for Developer's property herein described; and WHEREAS, the Utility is willing to provide, in accordance with the provisions of this Agreement and Tequesta Utilities Department Service Policies, water service to the property and thereafter operate applicable facilities so that the occupants of the improvements on the property will receive an adequate water supply. NOW, THEREFORE for and in consideration of the premises, the mutual undertakings and agreements herein contained and assumed, Developer and Utility hereby covenant and agree as follows: l. The foregoing statements are true and correct. 2. The following definitions and references are given for the purpose of interpreting the terms as used in this Agreement and apply unless the context indicates a different meaning; A. "CONSUMER INSTALLATI0I3" - Al1 facilities ordinarily on the consumer's side of the point of delivery. B. "DEVELOPMENT PHASE" - A subdivision or construction phase of the construction of utility facilities on the property. C. "EQUIVAI,ENT RESIDENTIAL CONNECTION (ERC)" - A factor used to canvert a given average daily flow (ADF) to the equivalent number of residential connections. For this purpose, the average daily flow of one equivalent residential connection (ERC) is 35Q gaZlans per day (GPD). The number of ERC's contained in a given ADF is determined by dividinc} that ADF by 350 GPD. 7 1 , . ,. ' i�'ic FTCSv°TVc Of `I'�C�'`llQStu Name of Project `�he Utility shall, according to the terms and conditions hereof, own all pipes and appurtenances to the point of delivery unless otherwise agreed upon. The pipes and appurtenances outside the point of delivery sha11 belong to others. D. "POINT OF DEI,�VERY" - The point of delivery where the water lines or meter(s} of the Utility are connected with water lines of the consumer. Unless otherwise indicated, the point of delivery shall be on the consumer's side or discharge side of the water meter(s) that will be utilized for delivery of water service. The Utility shall, according to the terms and conditions hereof, own all pipes and appurtenances to the point of delivery unless otherwise agreed upon, The pipes and appurtenances outside the point of delivery shall belong to others. E. "PROPERTY" - The area or parcel of Iand described in Exhibit "A" by legal description. �'. "SERVICE" - The readiness and ability on the part of the utility to furnish and maintain water service to the point of delivery for each lot or tract pursuant ta applicable rules and regulations af applicable regulatory aqencies. 3. Annexation - No unincorporated property contiguous to the corporate limits of the Village of Tequesta, not currantly receiving water service pursuant to a water service agreement or franchise agreement with the Tequesta Utilities Depar�ment, shall be allowed to connect to or be provided water service through the Tequesta Utilities Department without first being annexed into the corporate Iimits of the Village of Tequesta. Should the property described in Exhibi.t "A" not be contiguous to the corporate limits of the Vil.lage of Tequesta at the time water service is initiaily provided to said property, the property owner, includinc} his/heirs, successors and assigns, as a condition af receiving water service, must: A. If the property is located in Palm Beach County, file a petition with the Village o£ Tequesta to voluntarily annex the property into the corporate limits of the Viliage of Tequesta within thirty (30) days of the date that the property becomes contiguous to the corporate limits of the Village of Tequesta; or 2 ~ t� �. The Preserve of Tequssta Name of Project B. If the property is located outside Palm Beach County, file a petition with the Village of Tequesta to voluntarily annex the property into the corporate limits of the Village of �equesta if and when Florida law authorzzes the �annexation of propexty outside the boundaries of a single county within thirty (30} days of the effective date of the agplicable statute. 9. Assurance o£ Title - At the time of execution of this Agreement, the Developer agrees to deliver to the utility a copy of a Title Insurance Policy or an Opinion of Title �rom a qualified attorney- at-law, with respect to the property, which opinion shall include a current report on the status of the title, setting out the name of the legal title holders, the outstanding mortqages, taxes, liens and covenants. The pravisions of this paragraph are for the purpose of evidencing Developer's legal right to grant the exclusive rights of service contained in this Agreement. 5. Connection Charges - In addition to the contribution of any water distribution system, where applicable, and further to induce the Utility to provzde water service, Developer hereby agrees to pay the Utility connection charges as defined in Exhibit."B". Payment ot the connection charqes does not and will not result in the Utility waiving any of its rates or rules and regulations, and the Village's enforcement thereof shali not be affected in any manner whatsoever by Developer making payment of same. The partion of the value of the connection charges for any reason whatsoever, nor shall the Utility pay any interest or rate of interest upon the cannection charges paid. Neither Developer or any persan or other entity hoiding any of the propexty by, through, or under Developer, or otherwise, shall have any present or future right, title, claim or interest in and to the connection paid to the Utility. Any user or consumer of water service shall not be entitled to of�set any bill. or bills rendered by the Utility for such service or services against the cannection charges paid. Developer shall not be entitled to offs°t the connection charges against any claim or claims of the Utility including claims for breach of contract, damages, or charges of the like of the Utility. 6. OV'ERSIZED FACILITIES REQUIRF.MENTS; REII�ffiURSEMENT - If the water . service facilities can reasonably be expected to serve other areas than those of the Developer, the Utility shall require that such facilities be oversized to enable water service to be provided to such additional property. 3 ,� .. {ha Dyocoi�rA nf `PPf'fI1PSt._-1, _� Name of Project However, there will be no reimbursement for the construction o� six (6)inch or eight (8) inch water mains, which are the minimum standard sizes, even if these sizes exceed the Developer's own requirements. The Developer will be reimbursed for the estimated difference in the cost of construction between the oversized facilities and those facilities the Developer otherwise would have been required for his own use. The amount of the reimbursement shall be de�ermined by the Utility based on the data concerning construction costs of the Utility and upon data which may be supplied to the Utility by the Developer's engineer. The Utility shall make every effort to properly evaluate the "cost difference" for constructed over sized facilities as referenced in this paragraph, but in the event of a disagreement, the decision ot the Utility shall be final and binding. The method of reimbursement sha11 be as follows: Developer will receive the reimbursement due it from any other Developers, as each Developer connects for a time period up to five (5} years. 7. PAYMENT - Developer shall pay, in fu11, connection charges at the time of execution hereof. 8. EQUIVALENT RESIDENTIAL CONNEC�ION RESERVED - The parties agree that the capacity needed to provide service to the Property is One Hundred Fifty Three (153) Equivalent Residential Connections (ERC's) for water supply. Developer agrees that the number of units of capacity reserved hereby sha11 not exceed the number of units of development for which capacity is reserved hereby pursuant to Exhi.bit "B". 9. ON-SITE INSTALLATIOt3 - To induce the Utility to provide water treatment facilities, and to continuously provide consumers located on the Property with water service, uniess otherwise provided for herein, Developer hereby covenants and agrees to construct and to transfer ownership and control to the Utility, the on-site water distribution systems referred to in Exhibit "B" herein. Developer sha11 cause to be prepared five (5) copies of the applications for permits and a sufficient number of sets of finalized engineering plans prepared and sealed by a professional enqineer registered in the State of Florida (Utility will retain four (4) sets), together with a copy of the final estimate of quantities covering al.t contract items that are to be dedicated to the Utility. Plans shall show the on-site water distribution system proposed to be installed to provide service to cansumers within the Property. Such plans will also show the interconnection of such on-site facilities to off-site facilities of the ����� ;,- ,-,r nff-Cj tP far,i 1 ities that may be constructed 4 The Preserve of Tequesta ^ Name of Project by Developer oz others and given to Utility. Such detailed plans may be limited to the first development phase only, and subsequent phases may be furnished from time to time. However, each such development phase shail conform to a master plan for the development of the property and such master plan sha11 be submitted to the Utility concurrent with or prior to submission of engineering plans for the first development phase. Developer reserves the right to modify his/her master plan any time in such a manner as to not unduly interfere wzth the UtilitX's existing facilities and upon modification, shall submit four (4) copies of the modified plan to the Utility. The cost of any modifications to the Utility's existing systems or to its Master Plan tha� are caused by Developer`s modi�ications or changes shall be borne by Developer. Beveloper shall cause his engineer to submit specifications governing the material to he used and the method and manner of installations. All such plans, specifications and shop drawings submitted to the Utility shall meet the minimum specifications of the Utility and sha11 not be unreasonably withheld. The Utility reserves the right to review the revised Master Plan and recalculate the connection charges that are to be paid by the Developer at the time the revised Master Plan is submitted. No construction shall commence until the Utility and apprapriate regulatory agencies have approved such plans and specifications in writing. When permits and appraved plans are returned by appropriate regulatory agencies to Developer, Devel4per shall submit to the Utility one (1) copy_of the water permit(s) and approved plans. If construction commences priar to all such approvals and any other approvals required hereunder, the Utility shall have no responsibility to accept such lines or facilities, and the Utility may elect to terminate this Agreement and/or not provide service to Developer until such time as Developer obtains such required approvals and the IItility has witnessed all of zts required inspections and tests. After the approval of plans, specifications and shop drawings by the Utility and appropriate regulatory agencies, Developer or the engineer of record, shall conduct a pre-construction conference with engineer of record, utility contractor, appropxiate building affice{s), all other utility campanies involved in the development of the property, and the Tequesta Utilities Department. Developer shall provide to the Utility's inspector a minimum of forty- eiqht {98) hours notice, excluding weekends and holidays, przor to commencement af construction. Developer shall cause to be constructed at Developer's cost and expense, the water distribution system as shown on the approved plans and specifications. S The Preserve of Tequesta Name of Project During construction of the water distribution system by Developer, the Utility shall have the right to inspect such installations to determine compliance with the approved plans ar.d specifications. The Utility Enqineer of record and Utility contractor shall be present for alI standard tests for pressure, exfiltration, line and grade, infiltratzon and all other customary engineering tests to determine that the systems have been installed in accordance with the appraved plans and specifications, good engineering practices, and American Water Works Association (AWWA) criteria as well as other federal, state and local regulations which are applicable. Upon completion of construction, Developer's Engineer of record shall submit to the Utility, a signed copy af the Certification of Cornpletion submitted to the appropriate regulatory agencies. A copy of the bacteriological results and a sketch showing locations of all sarnple points shall be inciuded. The Engineer of Record shall also submit to the Utility, ammonia mylars of the as-built plans prepared and certified by the Engineer of Record, and ammonia mylars of the recorded plat, including the dedication sheet(s). By these presents, Developer hereby covenants to transfer to the Utility title to all watez distribution systems installed by Developer. or Developer`s contractor shown in Exhibit "B" of this Agreement dealing with those potable water supply facilities that wi11 be transferred from Beveloper to the Utility, pursuant to the provisions of the Agreement. Such conveyance shall take effect before the Utility issues its final "Letter of Acceptance". As further evidence of said transfer of title, upon the completion of the installation, but prior to the issuance af the final Letter of Acceptance and the rendering of service by the Utility, Developer shall: A. Convey to the Otility by notarized bill of sale in form satisfactory to Utility's Counsel, the Water Distribution System listed in Exhibit "B" as constructed by Developer and approved by Utility. B. Provide Utility with copies of invoices from contractor for installation of the utility systems being dedicated to service company, including engineering design and inspection fees so paid. C. Furnish proof satisfactory to the Utility that the installation of the facilities and all cantractors, subcontractars, material, men, laborers and engineers have , ,: �.., r� i o �f �� P�, �r ather t�een paici iri Lui� � �. . � . , ux -- - appropriate means). 6 Tne Frese�ve of i2q�cSLa Name of Project D. Warrant and/or guarantee a11 utility facilities being dedicated to the Utility against faulty workmanship and defective materials for a period of one (1) year from the date of the Utility`s final letter of acceptance. Also, Developer shall assign any and ail warranties and/or maintenance bonds and the right to enforce same to the Utility which Developer obtains from any contractor constructing the water system. Developer shall be secondarily liable on such warranties. If Developer does not obtain such written warranty and/or maintenance bond from its contractor and deliver same to the IItility, which warranty and/or maintenance bond sha1Z be for a minimum period of one (1) year, then in such event, Developer, by the terms of thzs Agreement, covenants to indemnify and hold harmless the Utilzty tor any loss, damages, costs, claims, suits, debts, or demands by reason of defects in the systems for a period of one year from date of the final Letter of Acceptance by the Utility. E. Provide the Utility with all appropriate operation/maintenance and parts manuals. F. Further cause to be conveyed to the Utility, free and clear af ali encumbrances, ail utility easements and riqhts-of-way covering areas in which water systems are installed, or otherwise required, in recordable form satisfactory to the Utility's Counsel. If applicable, Utility may require joinder of any condominium association, cooperative or other vendee of the property. The Utility agrees that the issuance of the final letter of acceptance for the water distribution system installed by Developer shail constitute the assumption of responsibility by the Utility for the cantinuous operation and maintenance of such system(s) from that date forward, subject to the terms and conditions contained herein. Tahenever the development of the subject property involves one consumer or a unity of title of several consumers and/or in the opinion of the Utility ownership by the Utility of the internal water distribution system is not necessary or proper, then at the option of the Utility, Developer shall retain ownership of, and the obligatzon fox maintenance of, such on-site water facilities located on the discharge side of a master meter located on the consumer's side of the point of delivery. • '1 '�he Preserve of 1Cyu�JLn Name af Project If the Utility, for whatever reason, does not take possession, ownership and control of the on-site facilities constructed by the Developer, and provide master metered serv�ce to the Developer for the use of several consumers within the on-site facilities, the Developer shall �e required to: 1. Maintain water quality at each individual outlet whzch is in compliance with a11 primary and secondary standards promulgated by the Florida Department of Environmental T'rotection, or County Health Department. At no time shall such water quality standards be requzred ta be in excess of those attained at the Utility's point of delivery master meter. 2. Institute a program of line flushing in order to help the reduction of sedimentary deposits in the Developer's on-site lines, and reduce the possibility that water quality standards will fall below those required by subsection "A" above. Such l.zne flushing shall be conducted in accordance with reasonable engineering standards as necessary to meet the objectives as outlined herein. Such fl.ushing shall occur at a minimum of not less than every 6 months_ Developer shall. provide the Utility a minimum of forty-eight (48} hours notice of the time and place of such flushing. The Utility shall send its representative to observe such flushing and �ecord the amount of water used for that purpose as indicated by the master meter. Developer shall be solely and directly responsible for the cost of all water used in the flushing of liis/her on-site facilities� such billing and collection to be conducted in accordance with the provisions of the Utility's approved ordinances and/or palicies. 3. Devaloper shall be responsible for maintaining all on-site water facilities in accordance with reasonably prudent engineering standards. The Utility shall have the right to inspect the facilities of the Developer during reasonable business hours upon �.wenty-faur (24) hours natice to the Developer. If the Utility determines that the Developer has failed to comply with the provisions of this section, Utility shall provide an explanation of the reason foz such violation 8 The Preserve of 7equesta � Name of Project at which point, the Beveloper sha11 have twenty t2�1 days or such other time as is reasonably necessary to correct the deficiency. Upon failure to do so, Utility shall have the power and riqht to discontinue servzce in accordance with the provisions o� its approved ordinances and/or policies for non-payment of bills. 10. O�F-SITE INSfiALLATI�N - Developer may be required to construct, at his/her sole expense, certain off-site water facilities ta connect Developer's on-site facilities to the Utility's existing water system. In addition, Developar may be required to dedicate all or a portion of said of�-site water facilities to the utility for ownership, maintenance and operation. , A11 provisions in Section 9 above, entitled "On-Site Installations" pertaining to specifications, plans, permits and approvals shall also be applicable to construction of all off-site water facilities. 11. EASFMENTS - Developer hereby grants and gives to the Utility, its successors and assigns, but subject to the terms of this Agreement, the exclusive right or privilege to construct, own, maintain or operate the water facilities to serve the Property; and the exclusive right or privilege to construct, .own, maintain, aiter, replace and operate said facilities in, under, upon, over and across � the present and future streets, roads, alleys, easements, reserved utility strips and utility sites, and any public place as provided and dedicated to public use in the record plats, or as provided for in agreements, dedications, or grants made otherwise and independent of said record plats. Developer shall obtain any and ali necessary off-site easements that my be required in order ta carry out the terms, conditions and intent hereof, at Developer's expense, and sha11 obtain from other persons and entities holding, if any, prior liens on the property, release of said liens, or agreement to subordinate their position or .join the grant or dedication of the easements or rights-of-way or give to the Utility • assurance by way of "non disturbance agreement", that in the event of foreclosure, mortgagee would continue to recognize the easement rights of the Otility, as long as the Utility complies with the terms of the Agreement. A11 water distribution facilities, save and except consumer installations, shall be covered by easements or rights-of-way if not located within platted or dedicated roads or rights-of-way for utility purposes. a The Preserve of Tequesta Name of Project Developer hereby further agrees tnat the foregoing grants or promises of grants include the necessary riqht of ingress and egress to any part of the Property upon which the utility is constructing or operating such facilities; that the foregoing grants shall be for such period of time as the Utility or its successors or assiqns require such rights, privileges or easements in the construction, ownership, maintenance, operation or expansion of water facilities; that in the event Developer and Utility agree that the Utility is to install any of its water facilities in lands' within the Property lying outside the streets and easements areas described above, then Developer or the Owners shall grant to the Utility, without cost or expense to the Utility, the necessary easement or easements for such "private property" installation; provided, all such "przvate property" installations by the Utility shall be made in such a manner as not �o interfere with the then primary use of such "private property". The Utility covenan�s that it will use due diligence in ascertaining all easement locations; however, should the Utility install any of its facil9.ties outside a dedicated easement area, the Utility will not be required to move or relocate any faciiities lying outside dedicated easement area, so long as the facilities do not interfere with the then proposed use of the area in which the facilities have been installed and so long as the Utility obtains a private easement for such facility location, which Developer will give if same is within his/her reasonable power to do so. The use of easements granted by beveloper other than Utility shall preclude the use by other utilities of these easements, such as for cable, television, telephone, electric, or gas utilities; ar as otherwise agreed to by the Utility. In the event Developer fails ro actually deliver such easement, this document shall serve as the Utility`s authorization to substitute the Agreement as a recorded easement sufficient for the Uti.lity's needs. The Utility.hereby agrees that all easement grants W�ii be utilized in accordance with the established and generally accepted practices of a11 its facilities in any of easement areas. However, this provision shal.l not be construed so as to require the Utility to restore those improvements constructed, installed or planned within the Utility easement which are not in accordance with the established and generaiiy acc:�ptcci prac�ic�s c� th° water i n�i?�st ry with respect to the use of utility easements. 10 The Preserve of Tequesta Name of Project 12, AGFtEEMENT Ta SERVE - Upon the completion of construction of the on-site and off-site water facilities required hereunder by the Developer, its inspection, the issuance of the final letter of acceptance by the Utility, and when all appropriate qovernmentai agency approvals have been received, the Utility covenants and agrees that it will connect or oversee the connection of the water distrihutior� facilities installed by Developer to the centra� �acilities of the Utility in accordance with the terms and intent of this Agreement. Such connection shall at all times be in accordance with rules, regulations and orders of the agplicable qovernmental authorities. The Utility agrees that once it provides water service to the Property and Developer or others have connected consumer installation to its system, that thereafter, the Utility wi11 continuously provide, at its cost and expense, but in accordance with the other provisions of the Agreement, includinq rules and regulations and rate schedules, water service to the property in a manner to conform with all requirements of the applicable qovernmental authority having jurisdiction over the operations of the Utility. Z3. APPLICAfiION F4R SERVICE; CONSUMER INSTALLATIONS - Developer ar any owner of any parcel of the property, or any occupant of any residence, building or unit located therean, shall not have the right to, and shali not connect, any consumer installation to the facilities of the Utility by a prospective user of water service, unless in accordance with the then effective rules and regulations of the Utility and with approval. for such connection having been granted. Although the responsibility for connection of the consumer installation to the meter and/or lines of the Utility at the point of delivery is that of the Developer or entity other than the Utility, with reference to such connections, the parties agree as follows: A. Approved backflow preventers must be installed prior to the Utility providing meters and service. B. Application for the installation of water meters shall be made seventy-two (72) hours in advance, not including Saturdays, Sundays and Holidays. 11 �The Preszrve of Te�uesta Name of Project C. All consumer installation connections must be inspected by the � Utility before back-filling and covering of any pipes. � D. Notice to the Utility requesting an inspection of a consumer installation connection may be given by a plumber working on a project for Developer or by Develaper, and the inspection wi17. be made within twenty-four (24) hours, not includinq Saturdays, Sunciays and holidays, provided the water meter and backflow preventer have been previously installed. If the Utility fails to inspect the cansumer installation connection within forty- eight (48} hours after such inspection is requested by Developer or the owner of any parcel, Develaper or owner may backfill or cover the pipes without the Utility's approval arid the Utility must accept the connection as to any matter which could have been discovered by such inspection. 14. UT2LITY'S EXCLUSIVE RIGHT TO U�ILITY FACILITIES - Developer agrees with the Utility that ali water faciiities accepted by the Utility in connection with providing water service to the Property (including fire service), shall at all times remain in the sole, complete and exclusive ownership of the Utility, its successors and assigns, and any person or entity owning any part of �he property or any residence, building or unit constructed or located therean, shall not have any right, title, claim or interest in and to such facilities or any part thereof, for any purpose, including the furnishing of water service to other persons or entities located within or beyond the limits of the Property. � 15. EXCZUSIVE RIGHT TO PROVIDE SERVICE -- Developer, as a further and essential condition to this Agreement, agrees that Developer, or the successors and assigns of Developer, shall not (the wards °Gsha7.l not" intended to mean mandatoryl engage in the business or businesses of providing potable water service to the Property during the period of time the Utility, its successors and assigns, provide water service to the Property, it being the intention of the parties hereto that under the foregaing provision and also other provision of this Agreement, the Utility sha}.1 have the sole and exclusive riqht and privilege to provide water service to the Property and to the occupants of such residence, building or unit constructed thereon. 16. RATES - Utility agrees that the rates to be charged to 12 111C CLCJCr'vG QL Te�j'un�±� � Name of Project Developer and individual consumers of water service on the Property sha11 be those set forth in the ordinances and/or policies of the Utility. However, notwithstanding any provision in this Agreement to the contrary, the Utili.ty, its successors and assigns, may establish, amend or revise, from time to time in the future, and enforce rates or rate schedules so established and enforced and shall at a11 times be reasonable and subject to regulations by the � applicable governmental agency, or as may be provided by law. Ra�es charged to Developer or consumers located upon the Property shall at all times be identical to rates charged for same classification of service, as are or may be in effect throughout the service area of the Utility. Notwithstanding any prov.ision in this Agreement, the Utility may establish, amend or revise, from time to time, in the future, and enforce rules and regulations covering water service to the Property. However, a1J. such rules and regulations so established by the Utility shall at all times be reasonable and subject to such regulations as may be provided by law or contract. Any such initial or future increased rates, rate schedules, and rules and regulations established, amended or revised and enforced by the Utility from time to time in the future, as provided by 1aw, shall be binding upon Developer; and upon any user or consumer of the water service provided to the Property by the Utility. 17, gINDING EFE'ECT oF AGREEMENT - This Agreement shall be binding upon and shall inure to the benefit of Developer, the Utility and their respective assigns and successors by merger, consolidation, conveyance or otherwise subject to the terms and conditions of this Agreement as contained herein. Developer understands and agrees that capacity reserved hereunder cannot and shall not be assigned by except in the case of a bona fide sale of Developer's Property, or limitation, �he transfer or assignment of the Property as a result of a judicial proceeding such as mortgage foreclosure or sale, and assignment for the purposes o� obtaining financing. In any such case, the Developer shall provide a notice of evidence of such assignment, or partia.l assignment as the case may be, to the Utility and the Aqreement with assignee or the transferee. Such approval to sale, transfer, or assignment shall not be unreasonably withheld. Nothi.ng herein shall preclude sales of individual. units and assiqnment or rights of water service pertaining thereto. 13 Tne P��SeYve vi T��UCjLd Name of Project 18. NOTICE -.Unti1 further written notice by either party to the other, ali notices provided for herein shall be in writing and transmitted by messenger, by mail or by facsimile, and if to Developer, shall be mailed or delivered to Developer at: Cornerstone Tequesta, LLC Leon J. Wolfe President 2121 Ponce de Leon Blvd. Coral Gables, Florida 33134 and if to the Utility, at: Tequesta Utilities Department 136 Bridge Road P. 0. Box 3974 Tequesta, FL 33469 Attn: Utilities Director 19. LAWS OF FZORIDA - This Agreement shall be governed by the laws of the State of Fiorida and shall become effective immediately upon execution by both parties hereto, subject to any approval, which must be obtained from governmental authority, it applicable. 20. COSTS AND ATTORNEY'S E'EES - If Utility or Developer are required to enforce this Agreement through Court proceedings or otherwise, by instituting suit or otherwise, then the prevailing party in said dispute shall be entitled to rscover from the other party all costs incurred, including reasonable attorney's fees. 21. FORCE MAJEURE - In the event that the performance of this Agreement by the Utility is prevented or interrupted in consequence of any cause beyond the control of the Utility, including, but not limited to, Acts of God, or of the public enemy, war, national emergency, allocation or of other governmental restrictions upon the use ar unavailability of labor ar materials, rationing, civil insurrection, riot, racial or civil rights disorder or demonstration, strike, embargo, flood, tidal wave, fire, explosion, bomb detonation, nuclear fallout, windstorm, hurricane, earthquake, or other casualty or disaster or catastrophe, unforeseeable failure or breakdown af pumping transmission or other facilities, any and all governmental rules 14 The Preserve of Tequesta Name of Project or acts or orders or restrictions or regulations or requirements, acts or action of any government or public or qovernmental authority or commission or board or agency or aqent or official or officer, the enactment ot any statute or ordinance or resolution or reguZation or rule or ruling or order or decree or judgment or restraining order or injunction of any court, then Utility shall not be liable for such non-performance. 22. INDII�IIPICATTON - Developer agrees to indemnify and hold �he Utzlity harml'ess from and against any and all liabilities, claims, damages, costs and expenses (including reasonable attorney's fees) to which the Utility may become subject by reason of or arising out of Developer`s breach or non-performance of this Agreement. This indemnification provision sha�l survive the actual connection to the Utility water system. MISCE�LANEOVS PROVISIONS 23. This Agreement supersedes a11 previous agreements or representatzons, either oral or written, heretofore in effect between Developer and the Utility, made with respect to the matters herein contained, and when duly executed, fully constitutes the Agreement between Developer and the Utiiity. No additions, alterations or variations of the terms of th�s Agreement shall be valid, nor can provision of this Agreement be waived by either party, unless such additions, al�erations, variations or waivers are expressed in writing and duly signed by all siqnatures hexein. 24. zn the event that Developer does not make application for and have installed all water meters to serve the property within six (6} months from the date of this Agreement, the Vi�lage shall, at the time of ineter instal�ation, assess a fee representing the di�ference between the connection charge paid up front by the Developer and the connection charge currently being assessed by the Village at the time of actual meter installation. 25. Whenever the singular number is used in this Agreement and when icqu�r�u u'�" �''� ��-^-t°Xtr rhP same sha11 include the plural, and the masculine, feminine and neuter genders shall each iaclude �he others. 15 The Preserve of Tequesta Name of Project 26. Exhibits mentioned herein have been signed or initialed by the duly authorized officers, agents or attorneys of the parties hereto and are hereby incorporated herein by reference and made a part hereof as fully as if set forth herein. 27. The submission of this Water Service Agreement for examination by Developer does not constitute an offer and this Agreement only becomes effective upon execution thereof by the Utility. 28. Not withstanding the gaTlonage caiculations that could be made hereunder relative to ERC's, by and executian hereof, Developer agrees that the intentzon of this Agreement is ta reserve a qiven number of units of capacity for the proper�y described in Exhibit "A" and not for purposes of any other calculations. 29. It is agreed by and between the parties hereto that all words, terms and conditions.contained herein are to be read in concert, each with the other, and that a provision contained under one heading may be considered to be equally applicable under another in the interpretation of this Agreement. 30. The parties hereto recognize that prior to the time the Utility rnay actually commence a program to carryout the terms and conditions of this Agreement, the Utility may be required to obtain approval from various state and local governmental authorities having jurisdiction and regulatory power over �he construction, maintenance, and operation of the Utility. The Utility agrees that it wi11 diligently and earnestly, at Developer's sole cost and exgense, make the necessary and propez applications to all governmental authorities and will pursue the same to the end and that it will use its best efforts to obtain such approval. Developer at its own cost and expense, agrees to provide necessary assistance to the Utility in obtaining the approvals provided for herein. 31. Regardless of where executed, this Agreement shall be construed according to the laws of the State of Florida and venue as to any dispute a�isi.ng hereunder shall be in Palm Beach Gounty. 32. In the event that relocation of existing water and sewer utilities are necessary for the Developer, Developer will reimburse the Utility in full for such relocations. 33. The t7tility sha].l, at a11 reasonable times and hours, have the right of inspection of Developer's internal lines and facilities. ?'n�s pr�vision shall be binding on the successors and assigns of the Developer. iG The Preserve of Tequesta Name of Project 34. There shall be no liability whatsoever on th� Utility for failure to deliver water service to Develop2r according to Developer's needs or schedules.. This Agreement constitutes a promise of good faith and not a timetable for delivery of utility services. 35. Each party hereby agrees to grant such further assurances and provide such additional documents as may be required, each by the other, in order to carry out the terms, conditions and comply with the express intention of this Agreement. 36. The Developer wi11 be invoiced for reimbursable expenses by the Utility. These expenses will include, but are not limited to, Utility Engineer and pexsannel expenses, secretary time, computer time, plan review and inspection fees. 37. CAPACITY RESERVATION FEE - Each new connection to the water system which has paid a capital improvement charge at the time of application for a new connection shall pay a Capacity Reservation Fee for each equivalent residential connection which has not been transferred to a customer or tenant and considered as an active account. The Capacity Reservation Fee shall be billed monthly to a11 those applicants who possess permits authorizing connec�ion to the Village's water system or facilities. A11 applicants who reserve capacity or hold water service agreements authorizing connection to the Village water facilities shall begin paying the Capacity Reservation Fee, six (6} �onths from the effective date of Water Service Agseenrent, or six (6) months from the date of issuance of a conditionaZ use permi.t for the project, whichever is later. TYte monthly Capacity Reservation Fee sha11 be seven dollars and eighty four aents ($7.84} per equivalent residential connection (subject to Annual Pzice Index Rate Adjustment}, Al1 unpaid Capacity Reservation Fees shall accrue and no connection shall be allowed to the Village's water facilities until all such unpaid accrued fees related to said applicant or its assigns have been paid in full by the applicant or its assigns. The obl.igation to continue payment of Capacity Reservation Fees for a particular ERC of capacity shall terminate upon connection of that particular ERC to the Village water system. TN WITNESS WHEREOF, DEVELOPER AND UTILITY have executed or have caused this Agreement, with the named Exhibits attached, to be duly executed in several counterparts, each of which counterpart shall be considered an original executed copy of this Agreement. 17 T�ite Pieservc of 'T2questa Name of Project WI SSES: THE UTILITY: � Gti,�;'/�� � TEQUESTA UTILITIES DEPARTMENT Signature P. 0. Box 3474 � Tequesta, FL 33469 �� � , (,J���. 136 Bridge Road Print Name Tequesta, FL 33469 Y�1 � B y : l-'--'"���l,' .. _ .. � Signature /��r� g�'L" . ��,,,. . � P G �017�L I�/� 1�. {.�t .��b .,��_ Pr�.nt Name TAE DEVELOPER: Cornerstone Tequesta, LLC WITN S S• Leon J. Woife, President 2121 Ponce de Leon Blvd. Coral Gables, Florida 33134 ignature � ' 1 B � � /�: �� ,';-�..�. L���nt Name j 1 �� �� �_ ignature Ga � s � �� � s �. � Print Name Signature N17ER & CONSENT OF PRQPERT (If er than Developer) Pri Na 'gnature ignatur Print Name Print Name MORTGAGEE J�INDER (If applicable} By Signature It` s: . Print Name _ Print Name/Title 18 ,, , The Preserve of Teque�ta Name of Project STATE OF FLORIDA ss COUNTY OF PALM BEACH The foregoing instrument was acknowledge before me this day of , 2005 , by , on behalf of the Utility, who is personally known to me or has produced a drivers license as identification. Notary Public My Commission Expires: . State af �lorida at-large FOR DEVE�OPER• STATE OF FLORIDA ' � �� ss COUNTY OF ��£�' h� foregoing instrument was acknowledg d before me this l� f �day o f /� , 2005 , by L��N ��t � , of Florida, on behalf of the corporation. H�e,/she is personallv k�_n_own _to n2e or has produced a driver's license as identificatit5�" "�-�--- 1 , ;� �, . ot'r'v°.°ec : ..� �t'.�ililt �.C)lZ.l�#J7 -�. �?.�; ° � i:omini ,�ion �DI131244f� / % .� , : a• �.o�= Expirc;s: \pr 2:±, 2l1t�K G �.� 'OC: �CAC;C!lTfilll , of�... Not y Public ���utN - :t 3 2P.�1CROri(�It7�C0.,�311C. St e of Florida�at-larqe My Commission Expires: 19 EXHYB�`�' ccA» Th° ?reserve ot Teu�esta Name of Project PROPERTY DESCRIPfiION A parcel of land lying in the Northwesf Quarter of Section 30. Township 40 Soutn, Range 43 East, Palm Beach County, Florida, being more particularly described as fotlows: Commence af the Southeast corner of the Norfhwest quarter of the Northwest quarfer of said Section 30; thence bear North 89 West along the South line of said Northwest quarter of the Northwest quarter a distance of 393.86 feet to the point of beginning; thence South 17°17'07" East a distancz of 335.99 feet; thence Nanh 72°42'S3" East a distance of 120.00 feet; thence Sauth 17°17'07" East a distance of �?0.00 fiee� to ,�e Inie `S�G'IGi i'.Nith c: � urve �O(1G:iJ8 IJ tf's� JGUi(18�SI havir� a radius of 725.00 feet and whose radius point bears South 25°07'29" East; thence Westerly along said curve, being the North right of way line of Village 8oulevard, through a central angle o# 6'08'58", a distance of 77.39 feet to the point of reverse curvature of a curve concave to the Northwest, having a radius of 625.00 feet; thence Westerly, along said curve thr�ugh a centrai angel of 23°54'S5", a distance o` 260.88 feet to the point of reverse curvature of a curve concave to the Southeast, having a radius of 725.00 fee�; :hence, VUester(y along said curve, througn a central angle of 15°22'20" a distance of 194.52 ieet to the Easteriy right of way Iine of Old Dixie Highway as described in Official Records Boek 5485, Page 1729, Palm Beach County, Florida public records; thence. North 22 West, along said Easterly right of way line, a distance of 456.37 feei to the point of curvature af a curve concave to the Southwest, having a radius of 7b79.44 (eet, thence Northerly, along said curve, thraugh a central angle of 3'11'35", a distance of 427.98 feet to the int2rsection with said South line of the Northwest Cluarter of the Northwest Quarter; thence South 89°58'00" East: afong said Souih line, a distance of 527.75 feet to the point of beginning. � WITNES S• DEVELOPER: , � / � y . ��.�s 7 20 EXHIBIT �c��s The Preserve of Tequesta Name of Project CONNECTION CH�LRGES The Developer aqrees to pay in order to induce the Utility to provide service, the following connection charges for the share of facilitzes. Said charges to be paid by Developer are those which are set forth in the Utility's Ordinances and uniform service policies. � I Paym.ent Schedule Water: The following formula was used to determine Developer's share of Water Facility Charges. Total ERC's Charge Per ERC Total Charges I52 Equivalent $2,285.74 $347,432.48 Residential Connections Less Credit of $67,875.00 (based on prior payment per prior agreement) Total Charges: �279,SS7.48 ITEM II WATER SYSTEM C4NTRIBUTIONS The Deveioper shall install the following pipe, mains and appurtenances thereto and dedicate same to the Village. Said i.nstallations are ta be ,�, _ ,� , Drawing in accordance with the approved plans drawn by C'�go�_'�'¢�,�,,,__ ,�_�� No . �,��,+ sheets �' through �� dated `J . 1�3 -� o y �" � UTILITY COMPANY DEVELOPEFt By: gy: �� WITNESSES: WITNE E / v �..__- .._ 2i _ .�� " EXHIBiT cc��o The Preserve of Tequesta Narne of Project LO�ATIQN MAP . . . - � : - � , c. i � . y . _ _ . �� �'r - - - . . � G7 ° . � lhh?�dlattd Dt ;, �,;���;�t G' . . � .' � . . C ' . .. _ � - . .. ." . � ..�� ' . �. - V71#1g:� Ei'ld �` O -- � Poplar Rd - ' - _ „ c'�• �ti�z�- 2. " ` " . . . -S� . C ,s ��ir � . �h �ti _ . fiir.efiilE itI E. ' P•� � _ . . . c. �. - . � �� � . . ° n r EYPC°ss';l - � �k� Rc!.5 r ��,: . : � . �' . ; :� .. � �` c .i • _ N . . . stJi?;u�,, � '�?� •� '� _ [ntraca�st31 C3 Q �,� . . '�i17:.� r*p l.l! . ' C.? ` y Li,�« Oat Gd } � � � . �. - H,�ir� �.;. '� ?11! Gak� C�r € y ,' i `1':CS 'i0qt� �.Vt! j�Zi;�.C -r'if .7 ' - - '� • OBS;ian<i �::.1 : i `i ' . :!' �amc �:.v l.tutn Oaks ��r s�•- � . � + 1 : �.t s �2b05 t�1R`JTE6 c:: �Ot75 �.=G�:uest.c�m, tnc. 47ITNESS DEVELOPER: �"_ , . � ' r lf".s�-' -, � L L � ` ,��,3�.r,fi�� ' �" . � v . �{d r ,rC�7i`� � t :� . .....,��5,_ r; ..,.J� ,�; � � .. , _ •' • .�•�y-1�.. � _ +,4 �'��� �� � , � .�'�a��� ' ,., . � ; _ . �'�,,.��, ���- �7 A- . v i q��"' '�i�''+����r �,' �•�� '�i� � '� 't :' ' S r.'+ ' . .• �� "*i • 't � ��; i s�►.;�.,�.,r's.��.`�t.K�t�c...^-�-� :`~� �s�,. � , ` SOU�ri.ORIDA WATER MA[+lAGEMENT DIST CT � ENVIRONMEMTAL FiESOLi�C� STANpARi? GENERAI PEFiMiT tJO. 5U-03968•P-02 �ATE iSSUEQ: Se�tembe� 6, 2�d5 Form p0941 08f95 PERMtTTEE: CORN�ASTONE GROUP pEVELOPMENT Ll,C 2121 PORlCE DE LEON SLVD STE PH CORAL GABLES, FL 33134 PROJ�CT DESCRfi�T10N: Construction and operatton of a surface water managemani system sorvEng a 13.74 acre project known as Ciare BridgelCrassings of Tequesta. PROJEC't LOCATI�i;: PALM BFACii COUNTY, SEC 30 3W P alS AGE 42E PERMIT DURATlQN: See Special Candiiion No:1, dee attached Rule 40E-4.32t, Ftarida Admintstrative Code. Triis !s to nolify yau of tha DistricCs epency acfion concemf�fl Notke of tnteM far Perm(t Applicnl��n No. 05d518•5, dated May 19, 2405. 'fhis action is mken pursuan! to Rulo 40E•t.603 and Chnptar 40E•q0 , Ftodda Adrrintst�ativo Cada (F.twC.). 9ased on 1he tniortrsetian provided, Olstrbt rutes have been adhare� fo ersd an :nvfronmental Resowca Generaf PersnR is in eilect for thts proJect subjact to: 1. Not rocefvinq a iiled requeet far a Chapter 120. Florida Statutes, adminlstrat(ve hoarEng. 2. Ihe ettflched 18 General Candiibns (Sae Paqes : 2• d of 5 �� 3. Ihe attached 72 Specia! Co�dilbns (See Paflas : 5- 5 ot 5) and a, the sitaChet! 2 Exhihif{s). Shouid you obj9ci W these condlltons, ptoase retar to the attached'NoUca af fiights' which addresses the procndures to be foltowed It yrou dasire a pu6ffc hearira or olhsr revlaw ot tha proposed agency actbn. Pioase contact th�s offica li you havo any quesliais concemtnp thEs �� matia�, lt wa do not hear irom you in aeeordance with the "Notice ot Rights; ws w(tl a�sumo ttiat you concur with Iho Dtstrtct's aciion. /� CERTiFiCATE OF 5EAVICE I HER Y CER FY tha# a"Natfce ot Rights' has been maife8 to the Fermittee (and ihe parsons Ilsied in �he attache ' ributi n Ilst) no later than 5:00 p.m. on lhis 6th day of Septamter, 2005, in accordance with Section 12D.6p( , ior a tatu BY: An ony M. ater u, P.E. Dir ctor - Surfac ter Management P m Beach Servlce Cer�ler Ce ifie mall number ' 7044 2�14 �002 8379 839$ Papa t ot 5 � ....�..� .�...+. •y. �s.:.L':i6SSZ�3�L71iL+1tS7wlii'?G.'YSLTLO-�--T'.. �.�..._.lft:`4 lY`V__�_�..--�.�..•�...... . ....__�-wr_:.'lt� ---'�YY�t+'g'" - :S f�. tT; � • 7' � j' '� *�+` Apptication Mo. 050519•5 `�� Page 2 at 5 � GENERAL CONDiTIO�FS �`• t. All acC�vities authorized 8y this parmit shall be implemanted as set forth +n the plans, speciflcaiions and ;:>' per[atmance critsria as appr�,ved hy ih+s permit. Any deviation Ssom the permiited activiry and the �s condiiions tor undertakfng that activity shall consiitute a violation of this permit and Part IV, Chapter 373. ; q,. F.S. '� 2. This perrr�it or a copy thereof, comptata with all conditions, attachrrtenis, exhi�its, and modifications sha11 ° bn kept at the work siie of the permittec� activity. The compleie permit shall be avaifabto tor review at tho ;� work site upon request by District stalt. Tha permittee shall require the contractor io revfew the complete ;� perm3t prlor to commencemeni of tha activity authorized by this permit. ±;�, 3. Activil(es approved by ihis permit shall be conducted in a manner whi�h does nat cause via4a;ions af State water quality standards. The permiltet� shall tmptement best management practices 1or erosian and �x pollution contral to prevent violation of State water quality standards. Temporary erosio� contr�l shall ba i� tmplemented prior to and during constr�etion, and permanent canirni measures shatl be completed within 7 �; days of any consiruction activity. Turbid'+ty barriers shall be Instafteo and ►�+atntained at all locatians whare �`� ihe possibllity of transferrtng suspenc+er! solids into ths recei��ng +vaterbady exists due lo the permitted '',`- work. Turbidiiy barriers sha11 remafn fn p�ace at all focattans ur�i;3 constrt�ctlon is campleted and saits are tt< stabiltzed and �egetation has been ostabli;;hed. Ali practices shall ba in accordance wiih the guidelines �;� and speciticatio,ls described In Chapt�t 6 of ihs Florida Land Devel��pmeni Manual; A Guide ta Sound , L2nd an�t Watar Management (Dapartment of Envfronmental Regutafion, 1988), incorporated by reference ti !n Rule 4QE-4.491, F.A.C. u;tless a project-shecific eros(on and sediment control plan Is approvad as pan ���. of the perr'nit. Thereafler the permiitas shalt be responsible far the removal of the barriers. The permitiee shall carrect any erosfan ar shaaling ihat causes adverse impacis to the water resaurces. � 4. The pe;mittee shaEt noiify the Olstric! c�f the anticipated construction start date within 30 days of ihe date ,; that inis parmit is fssned. At least 48 hours prior to cammencement of aciivity authorfzed by this permit, � th� psrmittee �h�E? suhmi� to iha Distrtct an Env(ronrr�entaf �esource Fermit Construciian Commencernent ';�� t�{otir,;; i-orm Number G96il indicating ihe actual start date and the expected canstructlon completian date. �� 5. Wi�en the duration of construction wii! oxceed one year, the permittee shall submit construction .status reports to the Ristrlct an an annual basis utilizing an annuai staius r�port form. Status report forms sh311 be � submEtied the foltow�ng June ot aach year. � � s. W ithin 30 days atter compleiion oi construction a( ths permitted activiry, the permitee shall submit a written •' sta#ement of comptetian and certification by a professlonal enginear or other lndividua! authoriz.�d by 1aw, ��. utilizing the supplied Environmantat ResourcelSurface Water Management Parmit Cons:s�icitan : CompletlonlCeriit(catian Fann Number 088iA, or Enviror�menta! Resource/Sur(ace Waler Management �; Pesmit Constrtsction Campfellon Certiflcation - For Projects Fermftted prior to patober 3, 7995 Form Na. '��' Q8818, incorporatad by refarence in Ruls AOE-1.659, F.A.C. The statement of completion and certiflcaiton !� shall be based on onsite observatio� of canstructfon or review of c.s•buiit drawings far the purpose of ��'� determining it the work was complated in comptiance with psrmittett plans and spectFications. This w� submittsl shali serve to notify the District that the system Is reaciy Eur inspectian. Addiilona{4y, iS devietifln w from the approved drawings are discnvered during ihe certificatian process, the certiflcalton must he � accompanled by a copy of the approvad permit drawings with deviations noiad. Both the original and �4 revised speciticatEons must be c(eLriy s;�own. The pi�ns must be clearly fabeled as "as-builY or "record" � dr� wfngs. A�I survayeci dimenslons and etevations shali be certified Fy a ragistered surveyor, � ` i 7. The opetation phase oF this permii shall noi 6ecome etiective: i.ntil the permittea has comp:ied with the � requirements oi condition (6) above, and submitiod a requesi for conversion ot Environmental Resaurce Permit from Constructian Phase to Operation Phase, Form No. �920; ihe Distric: determines the system la �> be in camp(iance with ihe permitta8 ptans and specitica�.inns; and the anlify approved by the District in i=' accardance wiih Sections 9,4 and 10.0 ai the Basie oi Review for Environmental Resource Perm(t r�' App(ications within the Sauih Florida Water Management District, accepts respansibility (or aperation and ���' maintenance of ihe system. The permit shat! not be iransierred to such approved operation and ;i L.i ii �� f r� 7v �S 2 5 � '" — '—'--- —"- -'. . ... . . _— --' ---'--._..� � ' � � Applicatiorl N0. 0505t9�5 � Page 3 0! 5 GENERr+� CONOIT!^NS maln9enar�ce amity unti! the aperation phasa ot the permit 6r-omes effective. Fa!lowtng lnspectlor� and approvai af tho permiitad sysiem by the Aistrict, tha perrr;�ttee sha![ (nttiale transier at tl�e permit ta tha approved responsible operating e;.tEty it diiterent trc,n ihe pessn'sttee. Uniil ihe pe*mit is trans'errad pursuant tn Section QOE•1.6t07, �.A.C., ihe permittee shalt be liabfe for compl}ance witl� ihe terms of the permit. e. �ach phase or Endependent portion o4 the parmiileci syst�m must be campJeted in accordance wiih tha germtited plans and permit �onditfons prlar to the inilialipn ot the permiited use of site intrastruciure tocakad within the araa servad by thai portfon ar phasa of the system. Each phase or iadepandent port(on of Ihe systom mu,:i ba compfeted 1� accardance with the permitted plans ana permit candifians pr'sor So transfer ot responsibillt,� tor operatlon and mafntanance of the phase or po�tlon ai th� system to a tocaf government or oiher rsspar�sible entity. 9. Fot those �,ystems that wilt ba operated ar matntalned by aa �nt�ty that witf require an essement or deed � restrtctien In order to enable tfi�at entity #a operate or mafntain the syslem in cantarmance with ihis permlt, such easement or deed restracii�n must b�r recardaa In ihe public records and submitted to the dfst�ict along with any other tinal operation and maintenance documents required by Seclions 9.Q and 10.J ot ihe Basis oi Reviaw for Environmenta} Resource Permit ap�iications tvtthin itte South Ftflrida Water Management Districi, prinr to lat or units sales or prior to the campletion o61he system, whinhever cames first. Other documents canceming 1he estab[ishmQnt and authority of the operaifng entity must be 1i1ed with the Sacretary af State, county or munlctpat entities. Fina{ operation and maintenance documents must be received by !he Districi whers maintenance and operatfon of ihe system is accepted by the local govern�nent ensity, Fai{ure to submit the apprapriat& 3ina1 documents wil� result (n ihe permittee cars�aini�g llable tos oarrying out mainienance and operation af ths permiited system and any other permit conditions. �4. Shouid any othsr regulatory agency require changes to the permitted systern, ttte permirias sha!! notify the Disirict in writing of the cha�ges prior to implemeniatian so that a determinatios� can be �nade whether a permit madiiication is required. 11. T�is permit doe5 not eliminate the necessity to ohtaln any required fedaral, stafe, iocaf and specia} district authorizations prtor to the start of any activity appraved 4�y this permit. ?hts permit c!oes nat convey Eo Ihe parmittes or craate ta ihe pe�cnittar� any property r(ght, or any inisrest in raat properiy, nor doas it authorize any antrance upan Q� ac#ivities nF� property whict� is nat owned or controlled by ihe permiitee, or cor�vey any sights or privifeges oihar ti�zn those speciiled In tha permit end Chapter 4QE-A or Chaptar 40E-A0, F.A.{:.. tz. The parmifise is heraby advised that Section 253.77, F.S. states that a person may not cammence any exoavatifln, constructlon, or othas aciivity tnvalvtng the ase of sovereigfl or other lands �i 4he Sta1e, the titte to whtch is veste:! In the 8aard of T'rosiees o( the (ntemal Irnpravemeni Tsust �und wiihout oblaining 1he requlred tease, iicense, easement, or other tosm af consent autharizing the proposed use. 7heretore, the permiitee fs reapansibte for obtaEnfng any necessary aatho�izattons lrom tne Board of Trustees pncr to cQmrrtencing activity an sovereignty fands or other stata-owned lands. 13. "ihe permlttee must ob;ain a VSiaier Use parmit priat to construction dewater�ng, untess the work quaf+ties ior a ganerai perm'st pursuant io Subsectian d0E-Z0.302(3), F.R.C., a(so known as !he "No Natice' Ru�a. 1a• 7he persnittee shatf hold and sava the Disirlct harmless from any and aaf damages, claEms, or liabilittes wt�ich may arisa by reason of the canstructiar�, afteratEon� oQeratIon, maintenance, cem4va{, abandanment or use of any system aatharized by the parmit. 15 Any deilneatian aI the extent of a wet(and or other su�tace water subm'stted as part ot tha permEt appliaation, incfuding plans or othor supportfng dacumentatian, shall not be considered binding, untess a spacific conditian ot lhis permit or a formal determinatlon under Seatfon 373.42i (2), F.S., pravides otherwtsa. ts. The parmittee shatl notify the Oistrict in writing within 34 days of any sate, conveyance, or other transfer of .. ...,Y.��1.. _i ►j .�L.a.r�7' fa. �,Y� z " i �l��� ~ •• 4'e. �Ew' iYq.t.'� i1 j^Yi' � � Appticatlon No. 050559-5 • Pafls 4 at 5 � GENERAt. GOt�{Q;'t'IaNS awnership or controt ofi a permiited sysism or the re�al properly on whtch the permitted system is tac:ated. All transters of ownership or transters oE a perrnit ara rubject to the raquirements of Rufes 40E-1.6i05 and QOE-1.6t07, F.A.C.. The pem'iitiee transietting the psrmil shalf remaln liable tor carreclive actior.� that may be required as a result of any violatfons prior to the sa(e, aonveyance or other tcansier of fhs system. 17. Upon reasona6ta nattce to lhe permitlee, D_^tr'sct authorized siait with praper tdenti#ication sha;1 have permfssfon to enter, tnspeci, sample and test the sysiem to (nsure cantoanIty with iho plans anct speclilcations app.oved by tha perm€t. 18. i( historlcal or archaeologacat artifacfs are d(scavered at any time on the project sfte, the permfttee shalt immedtatety notify the appropriata Aistsiat service center. ts. The permittae shall immddiately natliy ihe Distrlci in wrlting ot any prevfausly submitted informallon that is ►aSac discovered to 6e inaccurate. ): w - +'pyR� , •I.' . "•.:`C � �r ; � • 'P��.,��,. .. :-��'- ��. ,�.��. •. jM . . f'�' % �'• J �:•;. � �Yz.�:,- _,.,�,�"`�`; �- ��s�i� .. . = . �. .,. j.l��" � ,. �; � '•� • . <�.. ',�:' :�,� ' L' � �: �. � '",'��,' � , '4, �`�7 ; , } ,�� �'���:i� ��,� ` � / : '� ,. . �-�YSl2 _ 'L�� � ^',' .. _.)' � . � Appticetfars No. Q5051B-5 Paqa 5 of 5 SP�GtAL COND{TiONS 1• The co�struction phase of thts permit shal! expire on Sep�ember 6, 2010. 2. Qperation ot the susface water management system shall be the responsibili;y ot ihe Presorve at 7equesta Maintenance Association, inc. � 3. The �.armittee shall he responsible Ior the correction of any eras(on, shoafing or water quafity problems ihat res�lt from fhe consiruciion or operation of �ihe surface water management system. ;� 4. Discnarge Faciiities; On sife refentlan for the design storm � s• Mleasuros shafi be taken during construction to insure thai sedimentation and/or tur�[dity vioiatians do not occur fn the receiving water. 6� The Distrfct resarves tha right ta requfre that additlonal water quality treatment melhads be fncnrporated into the drainage system if such measures are shown to be necessary. �. Facili8es other than those stated herefn shali ndt be canstructed withaut an epproved modiiicatlon of this permit. e• The permittee shall provide rautine maintenance n! al! af She componants ol the surface water manageme�t system In order to remove all tcapped sedfinents/debris. AI} materials shafl be properly dispased Qf as required hy 4aw. Fai4ure to properly mafntain the system may resuit in adverse fiaoding cond'stlons, 9. 'Chis permit is (ssued basad on tha applicanl's submitted Intonnation which reasanably demonstrates that adverse water resource refated impacts will not be caused by th� cuc�hletEd permik activity. Should any � adverse Impacts caussd by the compiated su�iace water mata,y.:mern system occur, the District wii requtra ihe permiffae ta provlde approprfate mitiga!(on to the Ofs xict or other impactod party. The Ofstrici , wiA requlre the perrnittee tQ modiEy the surtace water managemnnt systern, ii necessary, to eliminate the cause of the adverse Impacts. io. Minlmu� building ifoor elevatlon: BAS{N: Siie - 17.00 fest NGVI'i, 11. Mintmum parking !at elevation: Basin: Site - 15,50 feat tJGVD. 12. All spectal conditions and exhibirs previously si3pulaied Y,y permit number 50-03988•P remaln fn eflect unless otherwise revisad and sha{I a�ply to ihis modifir�,�on, � ""'_..'d '^' {�� ?n'!�5P,r1 - �.r; � �.. � . ,� . - .rw. �_�.n�« ^►�__s�^ c� � �...�...�._� n.t6t'_-4 fl� 40E�t,321 Dura`.ion ot Permlts. � {t j Unfess revaked or otherw•ise modiGed lhe duration ot an environmeniat resaurce permit fssued under thEs ch�pter or Chapter 4QE�d0, F,A.C., Es as loilpws: {a3 For e concepivai approvai, iwo years tram tha date o( issuance or the dale specified as a candiUan ai the permEt, unlsss within thal perfod an appitcatton fot an indtviduat or standard g^nerat p��it ts fiSeB far any pnrSion of tho project. if an appi'�catlarr tor an environn._ntai resaur�e permit is fited, then the wnceptual approva! remains valid untii final aWion is laken on the envirnnmental resource permit appliption. It the applkation is grantad, tnen tha cancepluat approval is vaSid for an addiUonai hva yea:s lram 3he date oi issuance of the parmit. Caneeptual approvats which have na fn�ivtidua! c�r standard generat envtrenmeniaf rasource permit gppifcat(ons fited for a period ot two years shait expire autornaifealty at the end of lhe twa year pedad. @) For a conceptual ap�ravai fled toncurrentty with a davelopment oF reg�onal impad (DRt) apptication tor devetopmeni approv�! (AE1Aj and a locat govemment cam¢sehenslve plan amandmenl, the duration nf iho conceptual approval shat! he twa years from whtchever ons of tha fo{towing occurs at the latsst daSe: 1. Tha e{factive date ot the laca) govarnmant's comprehans�ve plan amendmeni, 2. The effective date of the tqeal governmant devQbpment order, 3, Tha da[e on whtch the Olsirict isscsea tha conceptna! appraval, or Q, The date on whlch the Otstrict lssues a f+nat ardes pettaiping !a tha resoluBpn of any Sectlon 120.57, F.S., admEnistrative pto�euding or other legat appessis. (c) For an 1nr41v}dual or standard generat environmentat resource permit, the cansiructton ¢hasa autharixing cortsirutSion, removal, alicratton or abandonment of a system shall expire �vo years {rom She daie of issuance or such amount ot ttme as made a caa� ,+on attris parmiL (d} For an indivlduai ar standard general enviranmentat resource permit, the operationat phase ol lhe permlt fs petpeluai foroparatlon and maintenance, , '(e} Far a flot{ced gans•ai permfl issuad pursuant lo Ghaptor A4E�t00, F.A.C., (►ve years fra� the daia tne noiics oi intant to uso 1he petmil fs pravlded to the Dislrlct. (2J{a) Unless proscribed by spectal permit candltion, petmIts exp(ra auto�sUcaliy according to the Ifineframes k^dicated in Ihis rut�, It application far extansion {s made in wrtting pursuant to s�chsection i3}, the pesmit 5halt ramain fn tuI! toree and etiect untit: � • • • 1. 7fae Governing Baard takas acUon an an appl+caiion for extansion of an • individuai permit, nr �. 5tafi takes actlon on an applicatfon far extension of a standard ger�erat permkt. (by lnsiaiiatian of the proJect oulfaU slrLCiure shali noi wnstitute a veSting of lhe permit. • (3j 7he permit extension shali ba issued provided thai a pesmiSiea {lies a wntten request wilh the l�fsidct showing goad cause prior ta the expira!ion ot the perm3t. For ihe purpose of th(s rufe, good cause sha8 mean a set ol eztenuaVng tircumstances oulside of ihe control of iha AermltteQ. Requosts tor axtensions, which shal4 includQ dotumentatlon of lfin extenuating circumstances and how lhey ha� c{elayed th(s project, wiEi nat be acceptad moce Shan S84 days prior to the explratlon data. (4) Substanllai modiGcations to Conceptual Approvats witt extdnd thfl dutatfon oi the Conceptuat Approvat tor lwo ysars from ihs date of lssvance of tha modificatlon. For ihe purposes of this section, the term "subslantial modiiicaUon' shaA mearr a modrficatiarr which fs reasonablv expecfed to lead tQ substantially diKereat w3tat cesaurce oo enviran�icnlat smpacfs which raqu]re a delalleG revlew. (5) Subslanitat modificat(ans to Individual or standard general enviranmeolat tesource permifs lssued pursuant to a permit apptication extend the duraNan oi ths permii 1ar threo years irom tne r r. : ot fssuance of the modificat4on. {ndivisiva! or s4andard generai environmental resource permii modifications Ba nat extend tha duratian ni a canceptuaS approvaf. (6} Pormil modificat;ons Issued pctrs�ant fo paragsaph 40��4,331{2}(b), F.A.C. (letfar modifications} do not extend the duraUon o€ ihe permit. (�� Faiture to compfete cor�structlon ar aReration o► the surface r.•ater manager�sent systQm and obtaln opr�ration phasa appravatfrom the Q�strfct withtn lhe potmiR duratian shail require a new permit authorfzation tn order la cantliuo construClton unlass a permitextenstan is gsanled. Sppcffrc Authority 373.044, 373.113 F$, Law lrnplemttnlad 3T3.413. 3T3.4�'8, 3T3.419, 373.426 FS, History-Nnw 9•3•8l, Amendod !•3!•82, f2-1-82, Forme�y T SK-4,07(4), Ar»onded '!• 1-85, d-20•94, 10-3•95, 3•29-00.. -- � � '1 ... , ��`, NOTIC� OF RIGNTS Seciion 12d,5&9{1), Ffa. Sia#. (1999j, raquires that "each rotice shaEl inform the recipient of ���y administrative haaring or judiciat review C�at is avaitaht� urtder this sec#ion, s. t20.57, or s. �20.68; shaA indicale tbfe pracedure which must ba foi�owed to obtain the hearing or judicial revi�w, and shall state i�t� time limits which apply." '�lease note It�at this Notice ot Rights is noi irr.ended to provide legat advlce. Not aIl the Eega! proceedings cEeta(ted belaw may be an appl(aab4a ar appropriata remedy. You rriay wish ta consult an attorray regarding your Iegal rights. Peiitfan for Adm(nlstrative Froceedings d. State f.�ntt;; Environmenfat _ Resource t. A persfln whose substantial interests are Perm��• Pursuant �o Secii��r 373.427, Fla. Stat., and Fiute attected by !he Sc�tCh Flarida Water Management District's 40E-1 .�t i(3), FIa. ACmin. �_ ode (also pubf:shed as an (SFWHSD) action has the right to reques! an adminEstrative exception to the Uniform i3ates of Procadure as Rute 40E- heari�g on that aciion. The afiec:�d person may reqe�est 0.1Q9(2}(cj), a petilian oYjecting to the SFWMD's agency either a forma! or ars informa! hearing, as set toRh betow. A action regarding cansolidoted application� tor point of entry into admir.5tra;ive proceedirgs is gavernod Environmen�al Fiesource Permits anu !!se of Soveraign by Rules 28.1Q6,S 71 and 40E•1.511, Fla. Admin. Ccdo, Submerged Lands (5l.EFiPs), m�st be filed �vithin 14 days (also ,�ubiish�.i as an exceptiort to tho Unitorm Fiules af ot the notics o! conso!idaEed ir�teht to grant or deny tho Precet�ute as Rute 4Q�•{?.109), as set tortt� below. SLEHP. Patitfons m�st substanLatly comply wifh ihe Peiiiions ara dee�r.pd iited upon recoipt ai the original requiremens of eiiher subsection a. o� b. abave. dacuments 4y the SFW MD Cterk. e. Emerqency Authorizatit and Order. a. �armat Administrative Nearina: 1f a A person whose substantiaf fnterests �r� a'.fected by a genusne issue(s7 of materiaf fact is in dispute, ihe aifected SFWM4 Emergency Autttorization ana Gr,��r, has a right person seeking a formal hearing on a SFWMD decision to tila a petition under Sections 120.589, �20.57{I}, and wr;�ich does os snay determine their subs�anti3l �nterests 12Q.57(2}, }"ia. Stai,, as pravid�d in subsectians a. and b. shall fils a petition fQr hearing pursuant ia Sections 1Z0.569 above. However, the person, or ihe agent ot fhe person and t20,57{t), Fla. S#at. or tar madiatton gursc+a�t to respansibls tos causing or c�ntribuiing to the emergency Section 120,573, F1a. Stat. wiihin 2t days, excepi as conditions sha11 take whatever action necessary io cause i pravlded (n subsectiaRS c, and d. helov�, af either written irr�mediate campliance with fhe terms ai th� Emergency natice thra�?gh mai! ar pasting or publtcat;on Qf not,ce that Authorizat#on and Order. . ihe SR+Vtr1D has or intends to iake final aqency acfioa. Petitions must substantialiy compiy irf�h ine requirements t. Order for Emeroencv Actien: A Q�rson ot Rule 28-SQ6.201(2}, FIa. Admin. Cada, a copy ot tFe whase substanlla� fnterasts ara alfected by a S�WMD which is attached to thls NoGce oi Righ�s. Order iflr Emergency Action has a right ta 1ile a patitifln pursuani to Rutes 28•i47.005 and 40E-1.611, Fia, Admin. b. Intormal Adminfstraiive Hearina: if Ihere Code, copies oi �vh3ch are attacbed to th�s Notice af Rights, are rro �ssues ot material tact in d+spute, the af�ected and Seciien 373.! 19(3), Ffa. Stat., far 2 heartns on the person seeking an iatarmal hearing on a SFN/MD decision Orcler. My eubsequent agency action or proposed agency which does or rnay determine thetr substantiat intaresls aciion io initiate a iorma! revocalion procesding shati be shatl file a petilion for hearing pursuant ta Sections 120.569 separately noticed purstrant to sectian g. below. and 120.57(2}, Ffa. S�at. or far mediatian pursuant to Sect�Ln 120.573, Fia. Stat. wittiin 2i days, except as g. Permit Susaens►on. F{evocatian pravide.i !n suBsections c. and d. bstow, et either writien Annulmeni, and Withdrawah fl the SFWMD issues an nntice Shsougn mait or posting or publicaCron fl4 notice it�at administrative complaint ta suspend, revoke, annul, or tha SFl JMD has oF intends to iafce tinat agency action. withdraw a permlt, the percnittee may request a hear(ng to PeGii�n , must sur;taalia4ly compty vaith the requirements be Conducted 1n accor�ance with Seciions 120.569 and af Rt�+e 28-106',O1(2), Fla. Admin. Code, a capy oi the 120.57, Fla. S;at„ within 2S days of either written notice 'Nhia � is anachfd ta this Notice nt Rights. thraugh mai! or past{ng or pubfication o4 notice that the S�tNMD has or lntends to take tinal agency action. c, Administralive Cam�laint and Qrder: Petitions m�st substaatia!{y comply �vith the sequiseme�sis If a Resp�ndent objacts fo d S�NMA Administralive flf Rule 28-107 Fla. Admin. Code, a copy of 1he Compfaint and Order, pursuant to SacUon 373.i 19, Ffa. which is attached to th±a Notice af �lights. � 5tat. (i9g7), the persan narned in the Adminlstratrve Complaini and OrBer may fiie a petition for a hearing no 2. Becausa the administcatiue hear�ng procass � iater than 14 days after the date such order is served. is designed to farmulate final agency action, Ihe liling af Pei+tions must substantiatty camply with the requirements a petitfon means that the 5FWMD's tinat actton may be , ol either subsection a. or b, above, d3tterent from the pasition Saken by il prevfously. Persons whose substantial intnrests may be attectad Gy i Ravised August, 2000 �_. _ ___ . --- -' - — - - ---- -� ---- --- rr#�•+ Y =.���, v � , • i any sesCh Sina! dectsion at the SFW N1S] : ha1S have, ��STRICT COURT OF APF'EAL �ursvant to Rula d0E•1.511(2), Fla. Admin. Code (atso 8. Pursuant to Section 120.68, F(a Stat., a paRy �u6lished as an exeeptian !a the Uniiocm Rules of v�ho ts advesseEy atEected by t9na1 5FWM0 actian nay Procecture as Rute 46E •o.�as�2yfc�� , an a�di�lona! �f seek JudiCia! review af the SFWH1�'s finaE decision by filing d���s tram the date oi receipt oi natice oE said deciston to a notice ai appeat pucsua�t to �lartda aute o{ Appeliale rec; rest an administrativg hearing. Nowever, the scope of Procedure 9.110 in the Fourth Oistrict Court ot Appeal ar in the adrninistrative hearing shall be timited to the the appeltate disirict whera a party res(des and til�ng a sub�:antiat deviatlors. sec�nd copy af the notica with the SFWMD Clerk within 30 days o. rendering oi the final SFWMD aciian. 3. Pursuant to Rula 4QE-t.514(4), Fla. Admin. Code, substantially affected persons enlitfed to a hear�ng �-AND AND WA7EFi ADJUOlCATORY COMh11SSION pursuant to 5eciio� 120.57(i), Fia. Stat., may waive their 9. A party to a"procaeding below" may seek right to such a t,earing and request an ir�formal hearing revlew by the Land and Water Adjudicatory Comrnissi�n 6efore ihe Governing 8oard pursuant ta Section f 20.57(2?, (FLPV�JACy of SFWMD's finai agency aclion to determirP if Fta. Stat., which may be granted at ihe option of Ghe s�:ch action is consislent with the provisions and purpasss ' Goveming 8card. �t Chapter 373, Fta. 8tet. Pursuant ta �:rction •373.1 t4. �la. Slat., and Rules -t2•2.013 and 42•2.0132, Fra. Admin. 4. Pursuant to Auie 26-106.1 i il3), Fla. Adrr.in. Code, a request ior review of (a} an order a�• rule of the Code, persons may f1e wilh the SFWMD a request for SFWMD must 6e filed wilh FlAW.4C wiihln �0 dayS alter extensfon af tune tor fiking a petition. 7he SFVVMD, ior renditi�n of the arder or adoption ot ihe rute svught lo oC good cavse shawn, may grant the extensian. The request reviewed; (h) an order ot the Department of Environmen;al tar extenslon must contain a cQrtificate ihat tfle peiitianer Aroteciion (D�F`) requir(ng amendment ar rE3peaf oi a has consulted with aJ1 other parties, if any cvncamfng the SF1NM0 ruie musi be lifed with �LAWAC wiihin 30 day� o! extensian and ihat the S�YVMD and ati otftier padles agrea �endition of tlSe DEP's order, and (o) a 5F1�11MO crder to the extensian. entered pursuant to a format admtnistrative hea;fng under Section 120.57(1), Fla. Sta4., must be tlled no 4ater lhan 20 ctACUfTCOURr days aiter renditian oF the SFWMD's ffnal order. 5. Pursuan# to Sectian 373.617, Fla: Stat., any Simultaneous with ffGng, a copy of ;he requesi tar raview substantialty altected person who claims that fina( agency must be served on the DEP Secretary, any person named actian ai the S�'NMD retating to perm[t declsions in the S;-INMD or DEP final otder, and ali parties to the �� consti�utes an unconsiitufional #aking ot property w3ihout praceeding betovr. A co�y o( Rule 42-2.Oi3, Fla. Admin. just compensation may sa=k judici:nE rev+ew oi ttfe action i� Code is attached to this (Votice af Rights. circuit court by fliing a civi! action cn 4�a circ;uit coud fn the pRtVATE PA�PER7Y RIGH7S PA07ECTiON ACT judciat c;rcuit !n whfch Ihe afaacted prapeRy !s tacafed within 80 days oi ihe render�ng of ihe SFWMD's finai 10. A praperty owner who alleges a specific action agency actlan. of ihe SFYYMD has lnord�nately bur�eaed an sxisting �se ofi ihe raat properiy, ar a vssted right to a specit�c use of 6. Pursuant to Sectian 403.4t2, Fla. Stat., any the real property, may file a alaim in the circuit court where cytizen o! fitorida may bring an aciion for injurictive ral;e( ihe rea1 property is tocated witt�in 1 year oi the S�1NMD against ihe S�W�viD to compel the SFWMD to entarce the action pursuant io tha procedures set forth in Subseation laws oi C,hagier 373, Fia. Stai,, and �'iife 4aE, F{a. Admin 7Q•DOt(4){al Fla. SCat� Code The complalning paRy must fife w,th ihe SFWMD �ND U3E AND ENV(RON6IENTAL OISPUTE RESOWTIQN Cierk a veritied compiaint setting tosih the Sacts upan which ��, A propedy owner who aileges ihat a SF: �MD th9 complaint Is based and Ihe manner k� which the d�Ye�op�ent ordar as that term is detined in Seciien compiaining party is atfected. t! the ShVJMQ does nat taice 7Q.51(2)(a}, Fia. StaC. to include ermiis or SFWMn appropriate actfon on the camplaint within 30 days o: enforc�ment action is unreasonable or unlairly burdens rece�pt, the comptaining Party may then iils a civil sutt f�c the use of the real pro{�erty, may fi(e a request for relief injunctive reliei �n the 15 Judicial Circuit in and tot F'aim W��� the SFWhr1D wit�in 30 days of receipt of ihe SFWMD's Seach County or circ�,it court 1n the co�rtly where the order or noifce af agency action pursuant ta ihe procedures cause of acUon allegedty occurred. set forth in Subseclions 70.5i (4) and (6?, �la. Slat. 7. Parsuani ta Sectian 373.433, Fla. Stat., a M�p�A�ION private citizan ot Ftorida may tile suit In circuit court to y2, q person whose substantial interesis are, raquire the abalement of any stormwater managemeni or may be, attected by the Sf WMb'� action may choose system, dam, impaundmeni, reservolt, appurtenant wotk or mediatiion as an aitamalive remedy under Section 120.573, works lhai viatate the provisions a# �hapter 373, Fia. Stat. Fia. Stat. Pursuant to Rula 28-106.111(2), fila. Admin. Code, the petiiian !or med�afinn shai! be fifad within 21 days of eilher wrir2n notice througt, mail or posting or Revisetl August, 200Q . .._...� .. . .. . t .._� . .71F11 !I!I<��i+J"YI��R'.YSalI►Y�'^^^• �. '�` - x � "-�8l� � ,,..�..�''�+�;�i'.i �� . � � pub{ication ot rtati�e that thQ SFYVNtD has or intends to 1c) 7he name, address te)ephona rtumt�ar take tina! agency actian, Cho�s��g mediation wi41 nat afiet: and any :acsimite number oi the attomey or qualified the cight to an administratrre hearin� if inediation does not representativd cf the peti4ioaer, (if any): resuit in sE tilement. (d} tha applicab�a rufe or po�ion a� the ru(e; Pu�suant b Ruie 2B•106.402, Fta. Admin. Code, ihe (e} the cilaifon to the status the ru4e {s : contents o! ihe peti�ion for medEalion Sha[l contain the implamenting; toi;�wing informatian: (�) the type of action requesiQd; t (1) the nam�, address, and tefephone (g) the sgeciiic facts that dernanstrate a number ol the person request'sng mediatian and ihat substanliai hardshlp or violatian ot principals ot ta'smass : person's epresentai:ti�e, it any; thai woutd �ustity a�vaivar ar variance tar the petitiorter, (.?J a state:nent oi the praliminary agency (h} the reason why fhe variance or the waiver action; requested wouid serve the purpases oi the wctderlying � (3) an explanalion ot haw the parsan's statute; and suk�stantial InRerests wtls be aitecfed by the agency {ij a statament af whether (he variance or r de,erminat}on; and waiver is permanent or temparary, 1f the variance or (4J a statement cf reliet sought waiva� ls temporary, the petition shalf iaclude tha dates � As provided in Sectian �20.573, Ffa. 5tat. (f997), the �,idicaiing the duratsan of the requested varfance or waiver. ' Gme1y agreemQnt aE aR the paRies to mediate witt to!! the time lsmitatians impased by Sections i2�,569 and 120.57, A parson requesting an emergency va�{anca fram or Ffa. Stai., tor requesiing and hotcitng an administrative was'ver af a SFEtYMQ ruiff rriust ciearly so stafe ln ihe hea�ing. Un�ess otherwise agreed by ttte partias, the caption o! the petitfon. tn adciition to the requ'srements ai madiation must be conctudsd within fi0 days ol the Section t20.54�(S}, �fa. Stat. pntsuant ta fluta 28 t executton of the agraement, t# snediatian resu{ts in �db,Q04(2), Fla. Admin. CorJe, ifle petiticn must alsa sasilament oE iY�a dispute, ti�e SFWMD musi enier a�na! inc(ade: � ordar incor�orating ihe agreement af the parfies. Pe�sons a} the specitic facts thai make the situation an f� wtt�se sutstantial interest wili bo aifected by such a emetgerscy; and ' madified agency �cision have a right to petitian tQr b) the speci�ic facfs to show ti�at the petilioner v�rilt hearing withln 2t days af reeeipt af tfia tinal order irt suflar immediate adverse eflect unless the variance ar i accardanae wiltt the raquiraments ol Sections �2tI.569 and waiver is issued by Sris SFWb9D moie expeditious)p than 12t?.57, F1a. Sta�, and SFWMD Rule 23-106.241(2}, Fla. the applicabfe tirrteirames set farth ln SecGon 12Q.542, Fta. Ad�rsin. Code. {t mediation terminates wiihout setitement of 5tat. the dispute, ihs SFINMR shatl notify a�t parties tn writing ` that ths administrativ�e hearing process vnder Sectfons Wq�V�A OFRIGtt7S � 124.569 and 120.57, �ta. Siat., ramain avaiiable far t4. Failuro to obsarve the retevant time '� dis ositioa oi the d'�s u,e, and the noticfl wi!! s ec'sf the . F P R Y lrames prescribad abov4 v�iU canstitute a vraSver ot such ` deadiines Shat ihen wiff appiy !ar chalienging ihe agency right. � action. • 4 28-108.209 I�tt7tATIQN O� PROCfED113GS � VARfANCESANDWAIYEF3S �iNVOLVTNG UISPUTEDISSUESOFM1tATERlALFAC7� i i3. A persan whn Is subject ta regufatian pursuant to a SFWMD rufe ard befi,.ves the application ai {2) A!t petitians tiled under ihesa tufes sh21t cantafn: tnat ruie wiit create a subst:ntia! hardship or wi!! violate • (a} l'he name and address of each agency aNected principfes of tals�ess (as thase terms are defined in and aach agency's tite or identiticatifln number, il known; u Subseciian i20.542(2), h�a. Stat.) ar�d can demonstrate (b) i'he name, addreas, and telephone number af !he � that the purposs af the unoerlying siatuSe wil! be or has peiitioner, the roame, address, and kele¢hone nurab4r ot � been achisved by othaT means, may 3its a pelilion with the ihe petltioner's represeMative, ii any, wt�ich shaii be 1he SFWMID Clerk reGuesting a variar.ce ftom or w�lver oi !he address for service purpcses durfng th�a caurss ot the S�1NMD rula Applyis�g far a vaiiance or waivsr does no� prvcaeding, and ars explanation af how ihe pet�#ionar's substit�te or extend the tirne for filing a petltlon tar a� snbstantiaf interesis wi11 be afJacted by the agency adminisiraGve hearing ar exercising any other right ihat a determinailon; person may have concerning the S�WMD's action. (c} A staiement of when and how ihe pelitioner Pursuant io Rule 28-iO4.002(2}, Fla. Admin. Code, the t�ceived notice of the agency decision; � pet;tion mvsi inciade the totlowing intormation: (d} A statemenE ot af1 disputed lssues oi materiat iact. 1t there are nane, t�e petitlon must s4 indicate; (a) fhe caption sha11 read: (e} A cancise statem�nt ot the uftimate iacts atfeged, Petikion tor (Variance trom} or (Waiver ai) Rule (Gitation} as weii as ihe rules and statutes which �nGt[a the petitioner (b) The name, arirSress, teiephona number ta reliei; and and any tacsimite number of the petiiioner; (�} A demand tor reliet. AevlsaC August, 2000 � �fl'*s�+[/fY� �".�t�:..�. - a+.�s�s..1.:��a..r:-.:ewsr�..+��:a-�r- -- v. _,__ -- — - .._�:r— � � . 28-1Q6.301 lNtrlATiO'10FPROCfiHOlI�GS @} }iow the rufe or ordet souc�ht to be revietived (r+or,r,vc O�SPUTEO tSSUESOFh1ATEE7�lEACTj aEiects the inierests ot �ha pariy seeking reviea�; (c) The oral or wr'stteti statement, sworn or �nsworn, (2) A�t pet+tions ti ed under these rutes shall cor,;ain: which +uas submitted to ihe agency concerrsing the matter {a) The name ar.d address of each agency ailecieC to be reviewed and �ria date and facafian oi the statement, and each agency's (il� or ide�tification number, if knawn; ii ihe incliviciva! or entity reguesEing the r�vi�vv has not {b) 7he nan:e, a��dress, and telepho�a number a1 the padicipated in a praceed+ng pseviously insiituted pursvant ,�etitioner, the nam�, 1�dress, and tatephone number of ta Ghapter 12i1, F.S., O(� 1k18 Of{�9f S4F WhiC�1 review is the peiitioners rcp�csantative, if any, which shatl be �hs soughl; addtess ior service purpOSes during ths course of the (d) IF revieW of ati order is b8ing sougktt, whether and proceeding, and an explanatian of how the petitionar's how the activity auihorized hy the ordet woutd sUbstantiat interests wiil be at�acted by ihe agency substaniiafly aifect n�turai resources nt state�vide or deEerminatfon; regionaf significance, or whether the order raises issues ni (c} A statement of :vhen and how the petitiarser policy, statutory interprelation, or rule interpre;atian that rece+ved natica of the agercy decisian; hava rag'ronat ar state4vi�e signi;icance trom a standpnint (d} A concisa stai��ment of ihe uftimate (acls alieged, of tycncy precedant, and ali the faCtual bases tn the as tivet! as ths rutes and atatutes wt�ich entitfe the �atitioner record which the peiitioner Gaims support such to re(iei; and dQterminatian(s}; and ' (e) A damand tar re1'set. (e) The actio� requesiea :u be taken by the Commission as a resalt ot tfie revtew, whethar to rescind or 28-107.004 SUSPENSION, R�fOCATtON, ANt'�:!.MENT, modify tha order, or remand 1he proceeding to the water Oa WITHDRAWAL management dislrict 1flr turther actian, or ta requfre the (3) Requesfs tor hearing filed in accordance wilh this W�tar managernent �sirict ta initiate rutemaking to adapt, rule shal! ir�clude: • amend ar repeal a rute. (aj The name and address ai fhe pariy making the request, forp;.�rooses oi service; 28-1Q7.�05 Bh1EaGENCY ACT10N {b) A statement iria: the pa�y is raquesting a hearing t�j 4f the agency fipds that immediate satious tSanger invaiving disputed issues of material fact, or a hearin� not ta the puhllc hea�th, safety, or weliara requfres emergency invoiving disputed issues oi ma2erial fact; and action, the agency shalt summarit� suspend, tfmit, or (c) A relnrence to the notice, arder to show cause, restrtci a license. administrative comptaint, or other communication that ihe t2� the �4-day netice requirement c+ Sectlon �any has recelved trom the agQncy. 120.589(2J(bj, F. S., does not appfy and sha!! naf be canstrued to prevent a hearing at Ihe earliest time 42-2.Ot3 RECiU�ST �ofl R8V18W Pi3ASUANT 70 p�ciicab(e upon request of an aggrievad party. S£GT{QN 3?3.St4 QR 373.2i7 {t} 1n any proceeding arising under Chapter 373, F.S., �a? Unlsss otherwtse provided by raw, �vithin 20 days review by tne Florida Land and Water AdJudicatory after emergency action taken pursuant to paragraph (1} at Commiss3on may be tnitiated by the Oepartment ar a party this ruie, the agency sha!: »,itiate a formal suspensio� or by tiiing a request for such review w;th the Secretary of the revocalion proceedinc� in complianca with Sections Commission and servtng a copy an any person named in jgp,gS9,'i20.57. and 120.8�, P.S. ihe ru)e or order, and on all partias ta the proceeding which resulted in the order soughi to be reviewed. A q0E-1.511 EMEAG�IaCY AC'fiON ce�fiiticate of service showing comptetion oi servfce as t�� As� emergency exists when Immediate aclion is required by this subsection shatl be a requirement 1or a necassasy to prdtect pab4ic heallf�, sataty or welfare; tha determinalion oi suiliCiency under Rule 42-2.0132. Failure health at ani�,ats, iish ar aquatia {ife; ihe works oi the to fiie ihe �equesi with the Cor�mission within the iime p;g�rict; a publi� wates supply, ar recreatian�ti, commerciai, period provided in Fiute d2•2.0132 shail result in dismissal �ndustrial, agricutiura! or other ceasanable uses of land and aS the request tar raview. water reso�rces, {2} The Executive �irecinr may employ ihe sesources �a', �he reqilest for review shaU Identify the ruls or order oi ihe District to take �Nhatever remedfa! action necessary reguested to be rovisw�d, ti�e proceeding in which the rule to al[evlaie the emargency conditifln without the tssuance Qr ordar was enteFed and ttsa nature at the rufa or order. A �E �n emargency order, ar in the eveat an emergency arder copy of the sule fls order soughS ta bs rev�evred snal! be has been issusd, after tha expiration o[ the requisite kime attached. The request tor review shat! state with ror compliance wiih that order. particu�arity: (a� Ho�v tha ocder os ruSe conf4i�ls with tha requirc;;�ents, provisions and pusposes a# Chapter 373. F.S., or rutes duly adopled thareunder; Aevlsect AuQust, 2DOQ � ��: ::�r�_� .ti��Y� i t • • �, �� a +( " . � � y �` } 5 ! ��t . .. F ;:. . . �avky.�vx f �; 4} •� y � "• ;t '�;';,. '1, r.+ '7 C' � �. � � • •. ' :•�'(� �:�\,t;�,ti•;'%i:�' , • I���`����El` f ; '•'i.�Y. 'ti �' �ff:.�i�� •l.' •`-- � �! / • ..p� _..p..e....,. . �� Q l.ast �ata Far Agenoy Actian: 06•SEP-2005 G~!'��tAk. Et�tViRt7NtirtENTAL F?�SOURCE PERMIT 57APF R���ORT ProJect N�mQ: The Csossings ' Permit Nc.: 50•03388-P-02 Ap�t3cation No,: D505i9•6 Appt4caiion Type: �nvfronmenia! Resource {General Rermi! Modificattonj Lar,atton Patsn Beach Counry S30/f41 S/R42� Rf,rmittes : Comerstone GrouA qevalo�a�aent Ltc Operating Enitty : Areseroe At 7equasta Matntenance Assoclatfon, Enc. Pro)ect Area: 13.74 actes � Prajeot Land Rlse: Resideniia4 QraIne�e Bastn: JONATFiAN DiCK1N50N Receiving 8edy: Master system CJass: N/A 5�ec#a! tfraSnago Dlstrict: NA Consetvailon F., ��m�nt Sa Dfstrfct : iVo Soveretgn S�L:t,ergedl.ands: Na � �.�'3�����.���' � � a' �� C. �. �-.���" �'��.'.�, � � T'� Mflditicatian of an EnvlronmeMat Resourca Permit to authorize const�uctton ar�d aparatlan flf a surfacs water management system servtng a i3.74 acre project 4cno�vn as Clare SrtdgsfCrossfngs of 7equesta. F pp.no. ; 054519�5 f'aga 1 a15 �,��i����4�5��'►�r. �� � + ' f �� • . .. , .... -. - . 1 : •'_<= , r, ...�.�..,.� --� —� � �.. �.. �.........._....��.�...�ti..r.�_ --- • F r:: ' erp�atafi_raport.rdf �• � , G;.t.�`, � �� , l t�,"; j � PAOJECT EVALUATION: ' £��?�Y.�'_s��`w.D�SY�IS�TJ�!�"��'�{��'x.��.,�["; s � ' � x ��r. � � �;-s pY��,YfS � , 3••`Yt:2�r,�.�T; .i.w:.�-.#'L'1���.as.a"1..�. i.:aa�"..G�.1:��:iS�Sw:rs_.l.if ��..� i:ia'7.�.�.%:�5�6�:A � The site Is focated af the north-east cornar of Village Boulevard a�d QId Dixie Highway, in the Village of Tequssta, Palrr► Beach County (Pfease sea Exhibit i). �?��EC`f';:P_�IL'���tS[�Nt��' ?7 .�-ti ^�s� ; r . ,.,,,�'*�..�����".�:.�.. �.. �..�_�.�� w�,.,.::�.�,�"��� GonstruCtian :.nd operation tcr iha �utface waier management (8WM) system serving the Clare BridgelCrossings ot Tequesta de�elupment was fssued on September 22, 2005. The current starmwaier system for this devetapmant sen�es Cva pro�erties; Carne�stone Development which wiil be davetoping ths wsstern haif of this sito and 5teriing House which witf continue to operaie the system senring the assisted Iiving facillty on 1he eastf,rn haiL These two proparties share a dry-retentton area thaf rece:�9s wates tram both sitss and is tf�ff point af connsction beiween the two systems. ��.9.�� ��������::��'�',���.��". �s�����r "`���.�"�°.��"�'.,�� :�� The Inter.t ot the propased praject is to madity ths existing stosmwater system serving the Comerstone S3te and the Sterting House development, by ellminat(ng the common on-site dry•rafention area and to •, utfi(za ihis asea for parking. ARso proposed is the re-davatopment ot Parcet 1 and Parcel 2 ta incZude devefopment of 59 tav�n•homes (P�arcel 1) and dsvelopment of 84 apartments {Parce! 2}, The changes to the existfng system are; the elimfnatfon of the common dry-retent�on area, the installation af siarmuvater pipfng to convey stormwaier Irom fhe norihem extent of the clevelopment, ihs addition af 640 t F of exfiliration trench to sen+a the Comerstone (wesi-stde) and 283 LF of extiltrafion trench ta serve the Steriiny I�ousa deve�opment (easi•stda). Raclproca! easamantc wiif a1la�� �he hva deveJopmeMs accsss ta the trench the serve both projects for ma(ntenance. A swale will b� crsated to caliect the water the currentiy s��ee! (lows into the camman dry•reieniion area anti cflnveying 1t ta the exSiliralion irenoh system. The tranch system wi11 connect with other exfsting dry rstentfon areas. No offsite discharge is proposed with ihe system. A smatler ratention area wiil alsa t�e e�ts�n'snatad to accammudata a cul-de-sa� required ta a4fow emerrency vehic}es to enler and exit the property during an emergency. pfping in thls area will be modifled to tle a!I outfalis fnto the exiiltrai;on system. Tha exisi[ng and prflposed surfacs watec management system consists at an on•site reie��tioi� , system for the �lesign siorm. �._�� ,��;��z��`? �tt� ���1�� J :5:�1h �`.a���..�.;t.�����i,���L• L`.�'..�1�' ConSlrueti0r,: ProJecl: This Phasfi 8ullding Coverage 3,5�5 acres Paverneni s{.9p acres Petvious 5.30 aaras 7'otat: 13.74 YTA�,,,��Q�fi�1�"��.+S±iy��t���•�.,j�ji•�rt.y`;� f.��rp.±=..r :�Rr��;fi::.iT¢�^'�''.� u-� . __ s._�l:t:��� �.. � i�f, . C �' i r• �y +' j � t'"E +4.�Ve 1 4 !\' �4.%i:.a:�J��.��.�%... r�i`2�N�.l:s+��Sd�+�1iIf.N.i 'Xl�l Discharge Rate : App.no, ; Q50519�5 Pago 2 ot 5 l;�j'it�-_-'�,'%^' #�'s-'-a,;,�%�,f,SIL�"'"SZ'jti �.�7..,x•S.•Y�..�h?� �i'���?'.�: . i��_. "::. --�:: s�r �snYt��_:.i �^ii ::rs.s.>e�.. 'Y'.a,�s�i.� Y '--�—' ��:a�.-- -- -4 � erp_sta(f_report.rd► r � � 0 7 � The existing a�zd propased s�rrface water mas�agement system cons+sts cf a totaf on-sil3 retention system fcr �ha design storm. Oischarge Slcrm Frequency :=5 YE,4R•3 DAY pesign Rarnfafi : i3 inches " Flnlshed �loors : C ' Building Sid�7i7 F�4q��ency : t 00 1'cAR•3 OAY Design Rainial( : t6 inches �a-E� Paak Stage Prapose�i k3in. Plnishad Flcors FEJ41A Elevation C ( fr NGYD? ( ti, NGYD) f if, t�GVD� � Si:a 16.83 i l PU� , `� Parking l.o; OES3,n : t Parkir,g Lat Stcrm Frequercy : i4 YEA�i-1 !'Oi�R Design Ra;nfa!I 8.5 fnches S���n Feaic Stage F'raposad h1In,Farktr,g Eiev, ( i�, NGYD) ( ff, NGVD) �. Site ib.53 7b.5 �� Controf Elevaticr : � Easir Asea Ctr:' :1ev G'd�VlT Ctr! E'ev Me:had Of � �Acres} ( {� �;�Vp} ( fit, NGVD) De2Qrn�,fn2tic,� ;� Site 13.?d 9 9.G0 Wat S easan Scll Barings 4��''�3}ZZ -.-- �.��_: f;c, �:;�,fi� ��f�� ,n."�� � =.: .�"�'�"^�r a ����� �"r_X.� .,y��W��,._x. �.t.�a�. � , �'`'' - �,r : : : " :��' - �;;;,�; Water qualiiy treafrnent equ2l to 2.5 inches timas thA percertage rt �rncerv�ausness, whlch is equa3 to 1.21 (rches cver iha sile, wlil be provided in the dry de�entian areas, �s shcwn In ihe tab!e below: �a��� Traatment i�hethod Vol Req.d Vot Prav'd (ac-fl} (ac-t1) � Sile Treatment Dry Dete �?ion 1,p4 �,�1 :'1 T7�V�il,'z��7>�.•',`�"'�y`�'.t�`` '';Y�"..,;',�',,,},-°.�,t��^..T...,,�..�._��a�l�..�::r;7�.-.-+; ....... r ��� ,�.`'�, •,. ,r' ' _ _ t�� `•��'. � ^ _ �r` �'��;; �.'-.."�-_s�..�..:�;r�, _�.�e ,. ;��. f 4 � ; ,.� H; - r, i;� �fo wei]and impacts 2nticipated lrom the proposed ac�ivities, :� ���3tI��'�'t`�{}.���'l�Al�`i7'��}�?�CE_,�����'�A�ER'Fr�Ah`.A���4tE&?�SYS�I'E},�:�� *���"'�''��� It is s�;s� ihat the permittee reta�n the services af a E'rafessional Engineer ragistered in the Stata Qf � Fiarida for periadic ebszr�atian ot construc:i�n af the su��face water management (SVVPA) system. This wifi faci{;taie tha compietion ot constrc.ctien compl?tian certificalion �orm „0881 whic'� Is rcqufrad pursuant ta Seciion to o! the BasSs c! R�vie�rr for Em�ironmental R2sourca Permit ApplicaEtions within tY�a South Florida Water hfian�y_�^�ant Distr,'ct, and Rule 40E•43E1(2}, Florida Admtnistrative Gada (F,A.C.). Pursuant fo Chaptar �',E-4 F.A,C., thl; pErmit may not be converted tra� the construction ptrase to tha eperation phase ur�tit certifica�ion oE thu SNI�Yf system is submnted fo and acceptad by this District Ruie 4GE-4.321(7) F.A.C. statss thal failure !o cemp[ete cons:ructia� of Ihe SV�Jrri system and cbiain operation , App.no. : G50519-5 Paga 3 of 5 - ..,.��.,,r�.�a;; ",3 �� ' 1 .i li _ -�'F,� "T f j,. . �+ t: i }� ` : '.:.: S't :Y• � S^+��;~� 5 �. ♦ t. '.�Is:f..'t"`�,�-".�+.<;*� '�� ,�. . ��•.r.. f''�..1 �''i'pj�'._ ... w, .' �i � ' ;' �+ � . ., � t . � I.i t,: � J� �� '� � 1:�� � i .. : '.�', ' t .� :' � :•' �,� _ �f� �,� �-5�.��r",,�=',.; �::�� � r .�� �{� ,. .•� �:.,.. . �.; . ti.. .,.:. :.. -�� '':...�..4�=�- '�� e� sta((_reporGrdt � � • phase appraval trom the Distric4 wiih{n the permii duratfon sha{t requlre a naw permft authodzaflon untess a permit extansion Is granied. For SWM systems permitieci wiih an aperating entiry who is diftere�t from the permittee, it shouid be noted tha4 untii the permit Is transierred to the operating i�ntity pursuant to Rufe 40E-1.8107. F.A.C., the petmtttee Is IEable for compliance with the terms of this permH. The perrrtitiee, (s advised that the efiiclency af a SWM systern rvit! narmatty decssasa ov�r tim� unfe5s She sy3fem ts ptrriod(cally malnta�ned. A stgNiicant reduction fn tlow capacity can usuaqy ha aitributed to partiat �tookages af the convsyance system. O�ce flow capacity ls campromised, fiooding o( the project may result. Maintenanca at the SWM system is requfsed to proteot ti�a publie haa{ih, safety and the naturai resources �:f the state Thareit,ra, ihe pgrmities must have per3od(c fnspecifons of ihs SWt�t sysiem perform?� to ensure perfarrnance tor flood proteotton and water quatity purposes. It deficfenotes are faund, it Is the responsibil'sty of the parmiriee ta corract ihasa defic4encies fn s timety manner. App.rK�.: 0585i6•5 Page 4 of 5 � M��n v." R..% .., t„ .g�: �'�i°:,. �`�k'}fi � f,��f,t't ::: a`L''. T :. ,.,,: � •� T i1��4 �.,,v,�s� ' �, I'.. � � ! f ' '�'��.' y • . .,�. �+1'1.*�,`.TM;�..�c: i� u �: � ii •�i f .� � `'#`i : �µ .� , r .. • + ��� ^', �'� �'=�'t� :e; ,Ts,``�C. ` r „��• � : ' :� :'.j,�� c �.s� � � e ° ' , a. ' •• � �;: ���' � �� '` � ,h ��/' ' " � �.`t � , , :•� � �' • 4 'K'� x, • � : - °,� . '�� ._ *�� � ' :� RELA7E�3 CQNG�AMS: Water Use Permit Status: The appticanYs enginser has indicaied that ihe exlsttng irr�gatfon Watr,•r Use Permit for ihis devetopment {50�f�t12A-W} does noi need to be modiEEed �- -,�b;�it ot this praje+:i. '�he applicant has indicated that dewaterang ts not required far canstruct(on �� cn�s p��.'dct. � This permit does not reteasa the permiitee from oblaining ail n�cessary Water Use authorizatlan(s) prio to ihe commencamen# cf act+vities whtch wi11 �equ's�e suoh auihorization, inc�uding constre�ctfon dewatering and trrigatEon, unless the worlc qualilies for a No-Natica Short-7erm Dewatering perrrtit pursuarii ko Chapter 40E-20.302(3} at Es exempt pursuant ta Seciian 40E•2.051. FAC. HistortcaUArcheolagtcal Resdurces: Na (nfarmation has hsen ceceived that lndEcates ths �psesence oi arcl�a�eoJog(cal or histcrlcai rasources ar that the proposed act(vitles cou[d cause adverse impaots to archaealogical or historical resources. �CAICZM �enslstency Rcv�ew: Tha qistrlct has not recelved a finding ot (nconsis2ency fram the Ftorida DepaNment c+ En�Jironmental Protect[on or ather commenting agenc(es regarding i�a provisions of the federai Coastal Zone Management i'lan. �ntarcer�eni: There has been no enforcement activlty associated with this apppcatton. STAFF REViEW: l7lVISION APPROVAL: HA7 AL AESOURCE MAAlAGEMENT; � DATE� 2 S�A� �;� _ Donafd L.. Medetiln S C� TE AI�AG�M�NT: � DATE:__-��'����.._ Hugo . C, rter, R.E. t I App.�so. : fl50518•6 Page 5 ot 5 '� �'' ""' �. � �,�,�� j l,� : -�_.;;�'r�� :°:��?,,5�� �j.e" . �K.: �� ° �:. . . , �,�' �:,� j � t ' � lC��� }�{T.1�.� � �{_.�� +��+Q �yi ��� { `�� � i t I .:*�.'_a �j �,.�IT.�:tS-:1: � l II��+'.'M.ia),'t� �.�ar�.'J�"� C:`:f.�..7i1:'i.��L•'� . f .. —..--.�..�.–_. . .:�r::.�.r�.:.L.�" – " '�. l � � � f � � t • ��� � Rl1SS�E� SI Sy " r�--� �INIKALVxo�. � - p4� :�� 1� C,�.•-� o G� 1N80DLANR DA iCOUlIt ` d��i � Y. � POPLARRD i Lirtey A��OlN�RSAY a� a�� 1 i Pl�za �Rp �U� d ;' r � �`;a � � W W tL�A�� `� 64V0. `N �t `2 _� , """ ��� a c �n m a CY ES ct 2� � Q' �� Q� CIR � ��"fi� p pttb u j ' -°: i� : ' Q t-tr4 roax � CRQSSING �,R J° n �T'� �'� St:�ti�n mAio �E !.A R o p .. � � s Witfo�r � 2 �f�ce 3fl � $ E 4 -'.� S � P� pii4ET11EE � jLibra i�� Ctqs�9' �" r Ridg wacd aza�ea �.�, � �" i ' � � — � Yestwood . ciR f.'s'� ,�,�ash � �-"' _� �' �-- Ave Police �anieltia 4��' ton �+� s �� ICor Station��� �� h1a11 S�pppes � � RD (;aileryiVi ta� �'�� o tiQU�STA� terwa Rd , t,� �= QUESTA Sq S' �-Z � r R Flazas Cora1 � � � :� Beacon St a d � � ��Brid e Rd � Pe �� � o � ? e`e d Cil Iiulil Q Ua y �.R[� � a ' Pl y � � Q`a y CF�URCH N� d '� " E .�e d a pp ��� ei hRd ;� Cove �Rd ¢ �+O �d � fRANKLtN '�. cq � �N 77 S7 NE COCONIfT 1 A �_ �� CG R � ��e ��ew�Rd , . j W�ndso: Rd Rd � � ` everi Rd a Q a r 1� 4 F � od Rd ��� gevQrly #�d� : Kurtx � .�p �t i .. � � � I � a C � � �� °' :c w I Ind �; 1 � q +� � `° �Van � �ark� �, > � t a .t � � 9 a � Et= c�, aziPark ,! .. 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F -w:!"`� � . � aiFC � � � "�� ..'. r � . t + �; � � :•w ;'h� �.� ' �".":�•� � :�''., • 1 ..� � . ''t.0 � � � �"= �• �i � � ' STAFF fiE1�URT E}�STRlBUTlt?�! �IST THE CROSSINGS Applicatto� No: 050519-5 Nermit Na: 50•03968•P-02 lNTERNAL DIS7g�BUTJON EXTERNAL DISTRI$UTlON X Lufs Ca1on - 4250 X Robert Laza - 4224 X Permittee - Comerstone Group Dave�apment Llc ���� X Engr Consuitant - Ca�tec Engineering inc X Hugo A. Carter, P.E, - 4224 y �RC Englnas�ing • 4230 X ERC Envlrcr�-.�ntat -4230 GOVERNMENl` AG�NC�ES X Ff. Azizi . �1230 X H. Bittakar, PBCSC - 4350 X Cfty Engfneer, Ciry of Tequesfa X Permlt Flle X Div of Recreatlon and Park - Distrlct 7- FAEP X F�orlda Fsh & Wqdlife Canservat(on Gommission - Imperiled SpecEes Mgmt SecBon X Paim Baach Caunty - BuElding D1v X Patm Beach Caunty - Environmenta! Aes Mgmt X Patm Beach County - Hea(1h Dept X Palm Beach Caunfy - Land Deve(opment Olv X Pafm Beach Caunfy - Schoat Board Grotivth Mgmt X Pafm Beach Couniy Enginear �THER INT'ERESTED PARi'iES ' X Rasa Durando X Waier Catchment Area Advisory Commitiee - Ed Datley X Water Mar�agement lnstitute - Michae! N. Vanatta ��� �; , .. iy`�S)� f •' ■ {t�� r. = r �) , r�')�?i9 r "• $x� .. ... . r tl� � �� ' a ��� . - .. i � i, � �•::' , j ..r-� ��� , ��:: ,� h �' r M w�: �!�°�=:..=.;,. :�,�4 ii�i :5.� � .p.,n.�a:t'�� t � ,� �`> STAF� REP�RT DISTR(BUTtON LlST AODR�SSES i � Comersf�;ne Grou� Development Llc Captec Engtneering Inc 2i21 PoncEt De Lean Bl�d 8te Ph 300 S�v St Lucie Ave Cor2: Gahi�s FL 33134 Stuart FL 3499h � City �nglnesr, Ciry of Tequesta DIv o{ Rea�Aation and Park - Disirict 7• FDEP 250 Tequesta ar 13798 Se �edera! Hfghway Tequesta Hohe Sound FL 33455 Tequesta FL 33469 � FlorEda Flsh & Wildlife Conservaiion CommEss(on - Palm Beach County - 6u11ding Div Imperiled Specfes Mgmt Sect(on 100 AustraHan Ave 620 South Meridian Siraei West Palm Beach FL 3340fi `Callahassee FL 32399-6000 Palm eaach County - Environmental Res Mgmt Pafm Beach County - Health Dept 3323 Befvedere Road 901 Evemia St #502 WestPalmBeaah FL33407 West Palm Seach FL 33406-1522 palm Baach County - Land Davelapment QEv Pafm 8each County - School Board Growth Mgmt i64 Austra3ian Ava 3300 Summit Bivd Wes! PaIR� Beach FL 33406 West Palm Beach FL 33406-1492 Pa1m Beach County Engineer P.O.Bax 2t229 West Palm Beach FL 33416•1522 Rosa Durando Water Caichment Area Advisory Commitiee - Ed Da11ay 10308 Herliage Farms Road 2895 Farragut Lane Lake Worth FL 33d67 West �alm 8eacn F!. 33409 Water Management Inatitute - Mlchael N. Vanatta Fv Box fi446 Vero Beach FL 3298f Applicafion No: 050519�5 p�0e g o{ 2 , �d - , ; , ra j.; ...� _,.,:. i..::' y ;�,', ;° • ,« '" � Y •;i, t .. . t ''?:' �f' ;.' L� �� *' ",��'.� v r ,� .< :�' . • �'�� ' �� ��' .� y � . �.� '":!'.. �"li� �°.'�F�.. � .'h;�;ilYl . ... Since 1J79 DeRose Design Consultants, Incorporated � � � � ^ �� STRUCTURAL • CIVIL • LAND PLANNING • ENVIRONMENTAL • ELECTRICAL • MECHANICAL ,� ���� � .<-: ��' ��'�`���-�� 470 South Andrews Ave. • Suite 206 � 9620 N.E. 2nd Ave. • Suite 203 -;� "���^,� ❑ �� Pompano Beach, FL 33069 Miami Shores, FL 33138 c 954-942-7703 • Fax 954-942-7933 305-249-3674 • Fax: 305-249-3410 Website: http://www.deroseconsultants.com June 27, 2011 Village of Tequesta Community Development 345 Tequesta Drive Tequesta, FL 33469 Attn: Ms. Nilsa Zacarias, AICP RE: GMH Tequesta Holdings LLC Site Plan Appiication OPN: 10003A Dear Ms. Zacarias: Below please find our responses to the Department of Community Development staff comments e-mailed on June 20, 2011 and June 21, 2011, for the above referenced project: Comment 1: Modify the height of the entrance gate. It needs to comply with Code (6' min) RESPONSE: The detail on Sheet C-5 has been modified to show a 6' min, gafe height. Comment 2: Add a description that fuel supply of generator will be sufficient for 7 days RESPONSE: A description has been ad�ed to the nofe provided on Sheet SP-1 identifying the backup generator, Comment 3: Add a note regarding the knox access switch on your C-5 detail sheet RESPONSE: Note has been added to Sheet C-5. Comment 4: Include material description regarding the monument sign on your C-5 detail sheet RESPONSE: A note indicafing existing monument sign and proposed lettering materials has been provided on Sheet C-5. 10003A. dre.com. resp.062711.jcf Comment 5: Provide information regarding the fire pit RESPONSE: A note identifying fire pit material and fuel source is provided on Sheet SP-1. Comment 6: Relocate designated ambulance transport area RESPONSE: The striped ambulance transport area has been relocated north of the canopy entrance as requested, A"No Parking" sign has also been provided in this area. Please see Sheets SP-1 and C-2. Comment 7: Provide no parking striping beside existing DDCV area RFSPONSE: P1ans have been revised to show the requested striping at the location indicated. P/ease s�e Sheet SP-1 and notes on Sheef C-2. Comment 8: Clarify gross parking area and interior landscaping square footage RFSPONSE: The tab/es on Sheet SP-1 hav� been revised to showgross parking area. Please s�e square footage under "Parking Requirement". Comment 9: Provide detail breakdown of Unit types and square footage on chart Iocated on SP-1 RESPONSE: The "Unit Information" table provit�ed on Shest SP-1 has been r�vised to correspond to the uni# labe/s shown on fhe architecturaf plans provided. Comment 10: Comment per Russell K. White, Public Service Manager, e-mail forwarded on June 21, 2011: Per our meeting and conversation yesterday, my only comments on this submittal were that the root barriers be changed from 36 inches to 48 inches RESPONSf: Landscape plans have been revised to show 48 inch root barriers. Should you have any additionai questions, pfease do not hesitate to contact our office. S�iricerely, �%'G� G2'� . Ja ce Ca ra-Frias, E.I.T. F/adr Encl. 10003A.dre.com. resp.062711.jcf e' , � ' . . . _ . ��� ("1L� veorge G. Gentiie, FASLA. HC���tl�1f'Y . - . � i��1. ?roy Yolio�riay, r�9LA � �,M�1���f�Y � - • . � . ErniiyC�P�lahoney,ASLn , an.tycan? Nrch::ec�� . 'iarr.er5 anA �m�irunmen�aV Ccnyul.Lan:S • �GOOCO?�7 � June 27., 2011 , � - James Weinand - � � - _ Fire Chief & Acting Community Development Director ' ; � Village of Tequesta ` - , . � . 345 Tequesta Drive � � � Tequesta, �L 33469 � , : . � ' � - RE: GMH Tequesta Holdings, LLC - Futures Wellness Center, Tequesta, Florida - . . • - . . . k ._ _ , , . Dear Mr. Weinand: _ : " � .As requested, �lease find attached hereto, for your distribution, and review, �ifteen (15) �copies of our rev�sed landscape development plan. Pursuant to the comment letter frorr� Parker-Yannette design group, inc, dated 16 �0'11; for above referenced project, on behalf of GMH, we offer the following - , responses. We have prQVided our response in bold�italics below each comment: � • Perimeter Hardscane/Landscape: � , � � 1. The landscape data has been provided�for the north and west property lines. Please add landscape data for the south and east property,lines _ - Additional Perimeter landscaping informataon has been provided - 2. Please provide a more detailed tree count as follows: ' � North Pro�ertv Line: _ � " , 527.76 L.F. : : Required � 18 'i'rees _ , _ . . � . (1 tree per 301.f.) - . , . � , 263 Shrubs _ � � . , (1 shrub per 21.£) _ � Provided `x' Trees, `x%' above requirements �_ � (x' canopy trees, plus `x' palms = 3=`x' trees) " . �. : l � � `x' Shrubs, `x%' aboee requirements -� Additional Perimeter landscaping information has been provided 3. The applicant has submitted the R.O.W. planting plan; nowever, the resporise letter notes � an "Attached Agreement" that was not included in the re-submittal package. , , - Landscape agreement has been included within submittal. ' 4. The proposed plantings on the west property line between the fence and sidewalk will not ��ad�g�ate7� zf�L��he space or,provide a significant upgrade over the existirig hedge. � � ' . ,�ni- , ri rda ���� � . . . - _ �61'S,5-9�5? . , � 56i-�75-5260 FAX � , � - � � P:tTeque'sYa�N�ag��C�7'�=(�✓tF�rCapiial) i0-OB021Apptications & ApprovalslCorrospondeneelparker-yannette responseltr 6-24- 11.doc `_ . ,. GMH Tequesta Holelings, LLC Respanse Letter 4/98/T 1 � Pag� 2 of 3 ; Options to improve this area could incorporate a double row of 7 gal. shrubs (triangular ` spacing), or larger shrubs, 10 gal. or 15 gal. at installation. - As previously stated, 4' of planting width _(3' in front of existing columns) does NOT provide sufficient growing room for a 7 gallon shrub and a row of 3 gallon material in fron� As the , Village has requested -7gallon shrubs in this location, it is expected that this line of shrubs will . be maintained at S-6' in height and will easily fill the 4' wide planting area within � approximately 2-3 years after planting. Over planting thi� area will result in the 3 gallon " mnterial proposed in _the front to be over taken by the 7 gallon shrub material and die out 2-3 years' after planting. The layering effect requested will be provided by the right-of-way .� landscaping indicated in the plans provided in this submittal. 5. Indicate 6'0" lit. minimum at the low point of the entrance gates. _ - , - Revised an� refer to Sheet .C-5 provided by De Rose Design Group. � , , , � Interior Hardscape/Landscape: � - 1. The loop road plantings anct enhancement features are still minimal and do not reflect the - characteristics of a high end project. - For its intended use, GMHPYOperties feels that the existing loop road, landscaping, and amenities are ntoNe than sufficient for� their patrons " 2. Per the response letter, the applicant shall provide exterior hardscape material samples by June 24, 2011. - Ha�dscape materials and boards have been provided 3. Please note the ambulance transport area on the landscape plans. Plant an immediate 6' ht., full to base, opaque buffer adjacent to�this area. - - - The Buffer Plantings are planted with 7gal material that shall be installed @ 48" o.a: � on the ou2si�le of the fence as-well �s the buffer plantings inside of the 6' Fence as well . . ,this area has been increased by adding additional 76 firebush installed at 48-60" o.a. height as well as the additional Sabal Palms fo� screening. The area shall be used - minimally and tempora�ily used only for drop off and pick-up. � • 4. Please revise the following plant specifieations: a. Red Tip -Cocoplum #3, 24"o.a., 18" min: sprd. � , b. Fakahatchee Grass #3, 24" o.a: 18" min. sprd c. Florida Gamma Grass #3, 24" o.a: 16" min. sprd. ' • d. Firebush #3, 24" o.a., 18" min.�sprd. _ - e. Silver Buttonwood #3, 24" o.a. 18" min. sprd. , ' , f. Spanish Stopper #3, 24" o.a. 18"�min. sprd. _ - Specifications have been added to the detail plan LP-4 . 5. The utility easements indicated on the previous plans didnot show up on these plans. = The. �ltilities have been updated and reflect the current to date survey. In addition plans - were Neviewed by Russell White and GHO Assoc. foY utility conflicts , - GM.H Teq�esta Haldings, LLC " Response Letter 4I18/91 " �. - Pag� 3 of 3 � _ _ � - Dixie Highwav R.O.W. Planting Plan: ` � 1. Cor�ect the `Edge of Pavement' note. � `- Note has been revised and adjuste� accordingly - - 2. Please enlarge the utility line symbols. They're too difficult to read. - Utilities have been enlarged � : � , 3. Please revise the following plant specifications: -_ ` a. Dahoon Holly 12'o.a., 4'=5'sprd., 2 1 /2 " cal. � - b. Fakahatchee Grass #3, 24" o.a., 18" min: sprd. �_ c. Florida Gamma Grass #3,, 24" o.a., 16" min. sprd. � d. Firebush #3, 24" o.a., 16" min. sprd. " -� Specifications have been added to the detail plan LD-2 ` � , Should you have any questions or comments, please feel free to call. _' Sincerely, �� . ' " , M. Troy Holloway _ S�. Vice-President, ASLA � - - �'A�,.IY( l3LAC.t� COUNTY S2.�GT�TwOF-WAY LA,NDSCAP� MATI�T�I'�IANCL, ��LIi�OV.A.L A�ll �1�I��1Y.�1�ilis �C.A.'�'�Qltif AG�2.E�l�EN`I' :;�; F�l f--� — I .�. `:� v`:: ;�f'1 I-{`a L(Zi �.t L. ;' L..,�,: G,.. '�V����A,S, hereinafter referred to as t17e "Qwner", is tYae fc:c: si�n�le ow�zcr a�a pa�cel o�z•eal pzoperty IQCa�ed in �'att�� Beacl� Coui�ly, �lorida, n�are �3artic��lariy desc��ibec� as �a��ows: L.�GAL D�SCRIPTION, �iereiziafcer xe�ez•z�ed to as "tl�e �'roperty WII�R�AS, Owner deszres to install and ksxais�tai�l la��dscapix�� on �nd r�zthisl tl�e n�edi�us lying witliic� tl�e ri�hts-o� way for ac�jace��t to tlle i'�•operty; and W�I�RLAS, is o�vszed by az�d is under tIZe jurisdictiou af tile I Dc�aaz•tz��ent a�'Ira��spartatioz� {Department}; a��d W�-i�R�.A,S, Pa�z�� Beacl� Caunty, I�ereinaftcr referred ta as "Caun#y", I�as acted o�� bellaff of to ok�tain a pert��it froin tl�e De�artix�ent fa� tlle I115C���ii��Q11 Q� IZIICISG1�7211� IIl I�1C fl'1C{I111'� 0� riglxt-�f way; ai�d W�I�I�.�A.S, ihe la��ds�a��ii�� is beii�� constxucted far can���Iia��.cc w�tli Canditio�� of n,p����ovzl �a�zo�in�; petztiail as a result a.�t13e dcvelopi�ncnt o�'tli� Propez�ty. �1'�'.�IESS�TS� NaW, "�'T����+QS2�, in consid�ratzo�l of C?ne D��la� (��.0�} Ef�e Caunty i2ot i�a�mediatily e�i1'orcin� zts rzgllt a� tile xigl�ts o� aziy otllers nQw existiza�, ar wl�icl� xx�ay z�� tlze �'uture exist, ai�d otlxer �oocl atzd vaivabl� coz�sideratioi�, tlie receipt and suf�'icicixcy of wliielx az•e hereby zcl:��awiedged Owz�er I�e�•cby agrees fo inaintain at all times, it� accQrdance witl� tlxe �`DOT Roadway a��d Traf�c Desi�n Star�dards, Sect�a�. 546 �3t�SE �{�Iti011, �3.IL� 2�I310VC, W�7�21 z•equesEccl, at �io expcizse ta Pali�� Beacli Cout�ty o� tl�e bezaefici�ries or lxa�dex�s of tl�e , , ribl�t-a.� �vay, tl�e landscapiil�; fro�ix witliiiz t��e tncdian areas aftl�e rs�llt-o:� way ai•eas witlain f�iftcci� ( I S} clays of wi•itteta zaot�ce addresscd to Owzie�• or Owtxers` suceessors in ii�.tL���st at ,�lotifyiii� tlle;��i tliat saicf landscapin� is zzot ��zi�� �ro�aerly xi�aiz�tai��.ed or will i���pcde i11e use or iuz��rov�.t��ei�t ai'tlie ri�;l�.t-o� way. It is a�;reed by tl�e Qwner tl�at tl�e l�v.�dscaping al�all be as de�aicEed, (i��ciL�di���; locatic�c�}, oii tl�e plans far (Jat� �Iun�be��} ois tl�c fzle witl� tlle of�ce aftI�e Caut�ty Ei��ineex. Owilci� ��crcby a�t•ecs to it�deiru�ify dC��I1C� c1�1C1 Sc�VG COU11C}� c1I1tI �IC D��Jc�l'�C118I1� �lai •z��Iess a�ait�st ai�y a�d a11 clazt�3s, deinat�ds, actians, suits, praccedings, JUd�i11C11f5 liabilities, losses atld ex�3ezzses of azzy icind or a�atuxe, it�e�udiz�g litabafiioza costs and atiorney's xees, W�1Cl�ICi for ii�jury ta persoxl �r ci�tma�;e tt� property (z��c�uding wron�f`ui deatl� oz� impairmint o�ai�y propc�•ty iz�terLSt}, ax�isitig c�ti� o�'or coa�z�ected witii t�Ze z�e�lzgence (wllcther Uy act ox aznissia��} of Owz�.ers, it a�ei�ts, ci�lpioyces, cozltz•acto�•, liccnsees, aa�d invitees, Ii1CIUtElI1€; �7t1� ilOt �]I't1itiCCI �0 i�� 211dIIli�.1F11l1g fI1C �a1lC�SCc1�ii1�' tiVIt�22I1 tll� T'1��7,�S 0� W�Y, 111 lII1�1I'Qj�G1'�y j3�i1CZ21�7 OI` 12]IS�'1I�iC111� ��]� Ii3I1(�5Ca�311I�T !II i� 121�.iF1I1CI' t�1i]� SS li]CO11S13tCi1� WiC�l PaITT2 }�CaCII COltllty EI]�lf1CCPII7�; �I1{� �UUIlC Woz•ks T?cpartanez�c, Macci� 1994 St�uetscape Staz�dards as�d Stantiards estab�isl�ect by tirc I�lorida De��artiz�cnt o,t Tra�is��ortatzau, oz• aaay otixer t�egli�ezace or otl�er fault of Owz�er, its a�et�is, ciz���layecs, co��t�•actoz•s, licez�sees and izivitees, Far a��d i�z ec�s�sideration nf O�le dallar a.rzd oti�er good and valuable canside� �10i31 Palzxz Beacl� Cc�ui�ty and IJe��arttz�.cz�t, receipt of wI�.zc�z is l�ez•eby aciczzowledgcd, Qwne�• a�z•ecs to ii�.dez���aiiy, dife��d ac�d save: County and thc Departanei�t 1�arnzless up to tl�c ��xou��t o�'(}ne Milliat� dollax•s (�I,O�O,OOO.OD) agaii�st at�y aztid all claii�as, dezliands, actio��s, suits, pz 'OCCCd111�;5, jud�ial�;nts, lial�il�t�es, Iosses a��d expci�ses o�ai�y ki��d or zzatuze, includ�ng Iiti�atia�� eosts and a#toz•i�ey's fue:s, wlzeF��cr l�or itljury to person or dania�e to pro�erty {i�cludi��g wrot�gfifl death or iz��pai��za7e�lt of aiay praperty ir�terestj, ariszn� oi�i of ox c�rulected witl� txe�ligez�ec or ai�y fault b�sed lia�ility, a�'Coun.ty and Departme��t, its agcnfs, em�loyces, contxactor, licensees, an.d izivzt�;es faf• tl�e fo��owi���: (1) A.eceptiz�� az�d permittin� th� landscapiia� in aceardazzce witli tlxe sig�zed and . : ' . , d� scaled p1a�3s of tlae 4wz�.er's ta�adscape acclzitect, th.ereby allowin.� ti�e Ia�dsca�ing to b� �l�zced ita t�7� tocatiozx at�d tlte ����t1��ex gez�mitEed; or (2) 1�5SUIllfi7� OWI��I`'S I'C.SpOt'iSfE3ili�y �01 i]'1c1111�C�1c�11C� �lI�CIJQt I'EITIUY�I O���l� laizdsca�i���;, ii1 tl�e c:veut Qwner �ai�s to coznpiy wi�i� tl�e terms o�this A�reen�e�it afld/oz• tl�e ��ez•z�zit. Thc flwncr sl�all, at all tiz��es durix��; t��e text�� of this ��rcetnen.t t�iaintait�, iz1 fo�ce Coz����lexcial Gczx�zal Lia6ility ��asi�rance, ii�cludi�a� covexa�e far �ersonal ia�juxy, property darna�;�, and co�itt�actual iiability to support tlae iz3den�tai�catioi� cia�zse cantain.ed lxerezil. Owiiea• fci�tl3cr agrccs ta adc� at�.d z�xai.ntaizz Pal�n Beacli Couuty as an additionai it�sured o�� the Ow�1c:r's gc��eral lia�ility insurax�ce whici�z sllail be w�th �nsurance c�xzi�rs acce�table ta ti�e COUIl�y a�1C� 5�1�1� �7C I!1 Oi2C Il1i��14S1 d01Ic�S5 COITt�?iI1�C� 5111�I� IiTI11t �}Odll� COVCTu�,C II7�Jl1Ty c�I1CI ��ro�ec•ty dan�a�e liability Tl�is sliall bc evidei�ced t�y a proper certificate of insurancc pz •nvided to Elae County witlz at Ieast 30 days pxior noticc in tlle event aFcanceilatian, non-renewal, or advcrse t�late�•za� c�iai��e in eovera�c. itZ tl�e eve�lt tl�at Qwzzez� fails to reinovc or t��aintain ti�e landsca�iil� iocated 'zn El�e ri�l�t-of- way witl;i�a tl�.e 1"Ffteen {f 5� days set i'ox#1� �xerciz�, Cou2lty, ox tlxe Departzne��t, i7�ay 1'G1110VC fll' ri2�3i11t tl�e Iai�clscapit�� witl�out fuz•tlxe�• notice, and Owixex �1zaII bi �es��onsiE�Ic for t11e Caunty's ar De��a�•ts��ez�t's �easoz�able direct an�I ziidiz�ect casts of're�noval and/or i1111I3tCl]i1I1CC Tl�e Couniy tx7ay record, a�ld such costs ofzz�aiFitex�.arzce or z�ei�Zaval sI�all bc, a lien z,��ii�sc tli� Owilcz�'s �3roperty sl�aulc� Owner �ail to zi�akc pa�n.let3t witl�il� saitl fi1'tcci� {l5} days tin�c Iine set forCh above. Cc�ut�ty sl�a�l nat be xespons�b�c to Qwner for dama�e to any structure, ox �wner`s �ropez•ty, caused tlu �flu�I�. utzlizatian of tl�e righ�Maf way. lt is a�rced by t?w��er, zts �erson.al repxesentatzves, l�cirs, successors, �rax�tees and assi�ns i�ereto that tlxis F1.�reemc��t will he xecard�cE i�z tlae Offzcial Records of Paim Beaci� Cou�xty, Floz�icl�, znd tllat tliis F1,�rec�a�c��t sliall be a e�v�zaant ruaining witl� tk�e la�ad anci be bindit�� up�i� tl�e Qw�icr, � , , � . ; , . s t ` t i t Iiis heirs, �crsot�al represei�#ativc, grantees, assi�;��� and success�rs zrz i�zterest of t1�e Qw�xcrs. �t"I�is �.�i��eii�c��t sl�ali �•e���ain in fuli force a�zd effcct from �I�e date af execution u�itzl tlxe latidscapii�� is fi�lly z•efzaoved at th� rec�ucst of ti�e County or Depart�nent. S�GIY�D, S�AL�I}, ����UT�D AND ACKt�I4WLED�'� D on t��is day o.� � �� C..s���� rb�at���.� L,c�L _ � � °= � �m� ._��.--�.:...�_ = ,-� �.��-- �. �, . � (TYped Na��ze and Title} , �-"�,-,� ,� : ,���.� �✓ S'�'ATE �� £ � �.f�_���L-�� �� ���, C4UNTY Q� �� �,.�.,�; c�� -;�A4�i � d Tk�e �ore�ai��� ia�strument was �cfcn�wledged befar� me this ���' day c�f � c�-��� , � , b y ������ ?�"� ��a�r���t�. f� �1 �-� , wh.o is persvnall y known to rne or wixo has p:roduced as idcf�tificatian a��d wlio did/d'zd ngt t��c arz c�atll. 1 ��� .�,,����.. �� �''�t�F��� {Sig�a�ure of NotarY} ��`� a%� ��r� ;�;'��� .�'�� t���'� � C�'YP�d, Print�ci o� Stamped Nan1e ofN�ta�y} c.tco�+�r��mnt•t CO1biMOiVWEALThi Qr F'EtIhISYi�VAN1A NC}TRR(AL SEAL 7�iERESA M. �IiiLLER, �fotary Pt�}iC �[ewtown Twp„ Qelawace Cnunty � CQmmissian Expi�es Ju1y 20, 2013 � \ \ � \ � � Y \ _.' '.:( .., `� .. \ ' � � , {�„� � �-Z � ��' � � � �� • ��� /�` � . � V i�Y . 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CONNECT ALL DOWNSPOUTS WTO U.G SITE DRAINAGE � i i j' � 1 7 2Q 4'W-1/2" RAISED STUCCO BAND PAINTED houesTa,F�oa��on ALL EXTERIOR STUCCO FINISH COATWG �� � �� � 3❑ DOOR & FRAME PAINTED ALL EXTERIOR STUCCO (allow plaster to cure 30 days prior to first coat) FIXED SH FIXEDSH SH SH FIXEDSH FIXEDZX2 SH,6/6 FIXED,4X2 FIXED FIXED?87(2 SH,4%4 ' 4❑ EXTERIOR LIGHT- MOUNT CENTER OF JUNCTION BOX � 7'-2" p MANUFACTURER: MA BRUDER A B C E F G H J K L M N 50 CONCRETE "S" ROOF TILES D FIRST COAT: ACRA-IASTIC PRIMER SEALER � STUCCO CONTROL JOINT GMH Capital Partners SECOND COAT: ACRA-IASTIC 1400 HEAW DUN ACRYLIC COATING WINDOW SCHEDULE Q ALUMINUM FASCIA rseaies:aeReso�ceseseqca,s New;o-nn SGwre, PA iW7J PAIN? COLOR � sT���o TR�M A 49" X 26" FIXED J 38" X 74" FIXED SMOOTH STUCCO SCHEDULE 9❑ B"W SMOOTH STUCCO BAND SURROUND - CONTINUOUS 6" TOOLED JOINT COLOR 1: BENJAMIN MOORE PAINTS 701 B 63" X 96" SH/FIXED/SH K 48" X 32" FIXED AROUND PERIMEfER COLOR 2: BENJAMIN MOORE PAINTS 102 ■■C �� Z il 1L i COLOR 3: BENJAMIN MOORE PAINTS BRILIIANT WHITE C 63" X 50" SINGLE HUNG l 41B X 35RL X 26LL FIXED � 3/4" SMOOTH SURROUND - SEE DTL. THIS SHEEf ■�I COLOR 4: BENJAMIN MOORE PAINTS HC-155 :�B�i._J COLOR 5: BENJAMIN MOORE PAINTS 1281 D NOT USED M 41B X 35RL X 26LL FIXED 01 2"' RAISED STUCCO BAND TO UNDERSIDE OF SOFFIT CONTINUOUS AROUND �� PERIMETER o�m�ee AFLCHITECI'[JRE, INC. E 74" X 63" SINGLE HUNG N 117" X 63" SINGLE HUNG � 1" RAISED STUCCO BAND CONTINUOUS AROUND PERIMETER zmn�riaMeaaciec�e I suReeoo � coaR�cAetes � Ftoeion sat�a T:�75.476.1702 I F:3�5,4760073 I �iGNo.AA0004442 F 50" X 32" FIXED '� e��n'�hadaTZa.mm I n»�..Haoaxrcnaeu��:e.mm G 37" X 63" SINGLE HUNG ' SMOOTH STUCCO � MTL LOUVER - SEE MECHANICAL ^<�^v>a�rk`b�a�����*'��� � �����tiwds+� - � a, m r w« su� da � .-Armi i,��x. �+ ��e M>.r.o, m p�uh m n�w � rar.:fry�nu a: � �W ��. onm. u a t�. au� xae rm� i��iv n m ea H 35" X 33" FIXED KEYSTONE BASE - TO MATCH EXISTING CAMPUS � �pq��aa���m��w� Q TRANSOM WINDOW ��� � Id ms w:r Cbil Eng'uiem SMOOTH STUCCO � 1" RAISED STUCCO BAND TO UNDERSIDE OF SOFFIT CONTINUOUS AROUND DeRose Design Consultants PERIMETER a�os.rv�drensa�m�e,sczscs Pa�aw Be.ach, Florvk 33069 ;� � 5'-0" HIGH ORNAMENTAL MEfAL FENCE. SEE PLAN FOR LOCATION. T:1�1s�1�noa ����� � � �DEDUCT ALTERNATE: REPLACE WITH PLASTIC COATED ALUMINUM FENCE) .w�euopei�iri&I .._ . . . . . � � MTL LOUVER - SEE MECH. DRAWINGS FOR SPEC. � G0f1tIIB HOIIOWBy O 'Mahoney & Assoc., .. - �� � SCORED STUCCO - 1/2"W FACE �9���uT+cerce�zz.s;iiatot - -- OWINDOW SURROUND DETAIL T����S"��`�;�;,'S�S�� , ._ . �O . � 4"W - i/2" RAISED SMOOTH STUCCO SURROUND �� ��� 1/4" = 1'�0' . � Q STUCCO MEDIUM TEXTURE struatumi E�er �� TROWEL JOMT TRC Worldwitle Engineering, Inc � ADD ALTERNATE: PRESSURE TREATED WOOD TRELUS WITH PREFABRICATED 35?oxW.55wS'reei '�- - � -�- �� � �-`- - � �' '" �� ���� �- ' ��� - ' � � � �- i � � �--��.- -��, _ EXTURE� AS INDICATED ON FLOOR p�q � � L FOR ALL COURiYARD FACWG DOORS F � P7 � WOOD COLUMNS AS SHOYlN. TYPICA an�awerea'e.F�reaa77o9 i � . . . _ _ ; -. .� . .i . � i .: . .. .. � ; _, '_. � ..._' EIFS SMOOTH STUCCO MEDIUM utr & r Rotuf6n _� ? .. 4 � . _ N S � � .. �_� r ��:r r.r'r. TEXTURE MEDIUM STUCCO �`�" � � � � � � Engineering Design Associates, Inc iroe.anar end,sr �ao DETAIL P�,,��,, f„,�„� O SOUTHWEST ELEVATION (BUILDING MAIN ENTRY) @ RAISED BAND DETAIL @ JOINT T`�„'a,��z`:,�„'e,fi� SCALE' 3132" = 1'.p^ � � N.T.S. � 2 N.T.S ... _. .. .... I'I,il ��� ri���i i � �� nj�ll�� � � �� ii! �' II �' i,i�l � � I i i.�l, hl u � I"I�, I � I.�i ul II il II :�:; i i �... 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