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Home My WebLink AboutDocumentation_Regular_Tab 09_09/13/2018 -------------------------- i DEPARTMENTAL USE ONLY i VILLt�GE OF TEQUES�',r#� ; ��.� ; ' ' Fee Paid: ; " Urparnnent c�f Commnnitv De.�elopme�i� � T4�Trqn�•�ta Urivc � Intake Date: � Tet(ursta.Flurida i3-ib�) i i Ph 5Gl-'6R-0451� Fax:SGl-'6x-ii69ti � PROJECf It: � w,.-w.rcyuc��a.or� '-------------------------� APPUCATION FOR VARIANCE PIANNING&ZONING BOARD(Single Family) ❑ Meeting Date: VILLAGE COUNCIL ❑ Meeting Date: PROIECT NAME:BlowinR Rocks Condominiums PROJECT ADDRESS:1500 and 1550 Beach Road.Tequesta, FL Applicant Name:Gentile Glas Hollowav 0'Mahonev&Associates, Inc. Applicant Address:1907 Commerce Lane.Suite 101.Juoiter.FL 33458 Applicant Phone No,:561-575-9557 Fax No.: 561-575-5260 Cell Phone No.:561-718-4320 E-mail Address: eeor�e(�2�ho.com Provide wriKen approval jrom the property owner,if other than the applitant. Property Owner's Name: Turnberry Beach Road, LLC c/o Michael Gilbert Property Owner's Address:19950 West Country Club Drive. lOth floor.Aventura, FL 33180 Proper[y Owner's Phone No.:305-682-1142 Fax No.:_E-mail Address: m�ilbertc�turnberrv.com NATURE OF VARIANCE:Variance from the level of service reouirement of Sec 62-92(31 requirin�to maintain 95 percent 49.5"of rainfall)of all stormwater runoff on-site from a 25 vear-1 dav storm event The applicantwill comqlv with Florida Department of Environmental Protection and South Florida Water Mana�ement District surface water mana�ement criteria,as well as Palm eeach Countv's reauirements as the receivin�bodv for the site's stormwater dischar�e, bv retainin�aqproximatelv 30 oercent of a 25 vear-1 dav stormevent's runoff(3"of rainfall). This amounts to an overall improvement of 500 oercent from the site's current runoff retaina�e.which could be aoproximated at a maximum of 5 oercent 10.5"of rainfall). 516NATURE OF APPLICANT: DATE: S�' � i NOTE: APPLICANT SHALL INCLUDE THE FOLLOWING ITEMS WRH THIS APPUCATION: 1) Current survey or site plan of property showing all structures and setbacks. 2} Drawings to scale of proposed improvements. 3) Variance Criteria Response—page 2 of application. 4y Anyotherdocumentationpertinenttothisapplication. 5) List and map of all property owners within 300' radius of the outermost perimeter of subjecrt properry,obtained from PBC Property Appraisers Office. labels of each property owner must be affixed to stamped self-adhesive envelopes with a Village of Tequesta return address label. 6) 15 Copies of all submittal documents. 7) Application Fee of: A) Single Farnily: $300.00 C)Multiple Family $1000.00 B) Duplex: $700.00 D)Commercial $1000.00 1 JUSTIFICATIOA[OF VARlANCE:You must provide a response to each of the follawing questions per 2oning Code Se�.78-65(2� a.-f. If additional space is needed,please attach extra pages to this applfcatfon. If your variance request is related to the public waters of the state tamprising the Loxahatchee River and the Intracoastal Waterway and all creeks, canals or waterways or tributarles cannected therewith,located within the geugraphicai boundaries of the Yllage,you must afso address the ten trlterta Eisbed in the 5ec.76-7(next page), 1. Specfal conditions and circumstances exist vrhich are peculiartn the land,structure,or building invofved and whkh are nM applkable to other lands,struttu�es or buildings in the same zonin;districk See attached narrative 2 The spe�ia!conditlons and circumstarxes do rtot resuk from the actlor►s of the appllcant. See attached narrative 3 Grantlng the variance requested will not�onfer on the applicant any spedal prfvllege that Is denied by this chapber to other lands, buildings ormuttures in the same zonin�dimict. S ee attached na rrative 4 Llteral interprctatlon of the provlslons of thls chapter woufd depHve the appllcant of rights cornmonly enjoyed by other propertles In the same zo�tng dlstrict under the terms of thls thapter and would wwk unnewssary and undua hardshtp on tfie applkant. See attached narrative 5 The varianoe granted is the minimum v�iance that wil�mske possi6le d►e reasonable use of the lend,building or structure. See attached narrati�e 6 The grarrt of the variance will be in hartnony with the general irrtent and purpose of this chapier and such varianoe will not be injurious to the arca involved or atherwise detrimerrtal to the public welfare. See attached narrative 2 Sec.76-7.Variances.f to be completed only lf Variance request is related tn Waterway Control) (a)My perso�desiring a variance frorn the terms of this chaQter shall make appli�ation for such variance Lo ihe xon'mg boar�of adjustrnertt af the�Ilage 1n accordance wlth the prxeduns sot fortfi in this sect+on. {b)In order to authofl=e any varlartce from the terms of this d�aprtar,the Board of Adjustmerrt MUST find with respect to the proposed proJect as foGows: (1J The wriance beM`requested meets the definttion of the term"va►ia�ce'as that term is used and understood In c+._� :Qr 7� :onine. Voriance means a wriatiorr from ihe di.strid requiremenis o/thJs chapter'whkh Is gronfed by tl►e zoning bvwd of od)ustmen�,wherc such vorivnce wllf not 6r rantrary to the publk Inierest ond wherc,owing!o Condltlor�s peuJflor tn tl�e physkal cltarccim�stla ojihot porNdrlor pioperty and rroi the resu�t af the octior►s o�the owner, oger� w applicar►t c litero(er¢oneme►it of this tfiapte� woer�d rrsuft in unnecessary and undue hordstrJp. NA (2� No ha:ardous candltion would he created_ NA (3} Tha flow of water would nat be tmpeded or IrKerfered wtch, NA (4) No obstru�tion to navigat�on would oaur. NA (5) Ft would not irtterfere with trsd'rtiorwl pu611c usaa of the waterway Induding,but not Iimlted to,swlmming,flshir�,or 6oating. NA (6� R would not�reate an appredable obstructiort of waterway vlews or otherw(se detract from aesthetk values. NA (7) It would not appreclabiy dlsrupt,irnerfere with,or disturb rnarine or be�thk Nfe. � (8) It would not comrlbute to the pollution of tha waterway w ifie degradation of its wnd'�tio�. NA (9J It would not irrterfere wrttt the law(ul ri�Ftts of rlparian ovrners. NA (10) ft would be consistent with arry other appficable laws,rules or plans. NA 3 TURNBERRY BEACH ROAD, LLC January 9, 2018 Village ofTequesta Community Development Department 345 Tequesta Drive Tequesta FL, 33469 RE: Blo�ving Rocks Condominium To Whom It May Concern: This letter is to serve as permission for Gentile Glas Holloway 0'Mahoney & Associates, Inc. to act as the agent to prepare and submit all documentation regarding a preliminary master site plan, a final site plan and attend all meetings for such reasons that pertain to the referenced condominium project, as it specifically relates to the land development approvals process. TURNBERRY BEACH ROAD, LLC, a Delaware limited liability company gY: ��.. �s/�� Name: Mario Romine Its: Authorized SiQner STATE OF FLORIDA COUNTY OF . W1�Q-�'�� "'� �in ►r�'rL� I hereby certify on the ,v day of � , 2018, �a/i0 Q. ��onally appeared before me and produced identification, or is personall� known to me, to be the person described herein and who executed the foregoing instrument. Witness my hand and official seal in the state and county, the day and year aforesaid. :•;':��":�•., BONNEY ROSAS Notary ��_ ;�mission N FF�JS�J`�i �':Co�nmiss�oi�Exp �- � �l " �°'••''�'�' februOry 10. 2020' Commission Expires: Z,lv- �/ ; W e �� .: . .- n.,.., - , � "" _ `�`�, -- � " - --------._ -.,<- - �- - �. , -� —�/-- ^- - -- - --�...,..-.<. � A . ------- �, -�- - — ` , ,- . , �._; : � . M�� - ' --� - -- f�� ' r � � ' ,� t � t� - -- • • '--� ' -- � " �, \,� �i' .� ,s , ��q�a� _ \; � , 1� ='" �` `• _ . , . ` � • , � � ` �•�� s�� ..�,a `, `�"'�--� -�'^-�� "" .y> . t .. ' _. � . .j �� `I +4.' 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'M'41� ' � .,� �rn�ncwt�nn.�t f�'STtffLAW!� ll-1179 -`qY a �,...o�.�.m�. ...,. . �� ...:-�:•lA� ! . .--w we,mn,,. SUNSFi1NE 811 -�+w�+ � — ,,�.�rn�a C-01 : .;ti�� s�vAxz t: �� Drainage Statement for: Blowing Rocks Project No. 17-1179 Location The 1.78 acre project site is located between the Atlantic Ocean and the Intracoastal Waterway iminediately south of Coral Cove Park. Beach Road bisects the project site with the majority of the project site located east of Beach Road. The project site is bounded on the north by Coral Cove Park, on the east by the Atlantic Ocean, on the south by undeveloped lands owned by the State of Florida Trustees of the Internal Improvement Trust Fund (TIITF) and on the west by the Intracoastal Waterway. The project site is located within the Intracoastal basin of the South Florida Water Manageinent District/Florida Department of Environmental Protection. FEMA Flood Data The western portion of the project site behind the dune line is located within flood zone AE, elevation 7.0' NAVD based upon the Letter of Map Revision (LOMR) effective July 2, 2018 for the FEMA Flood Insurance Rate Map (FIRM) panel nwnber 12099C0179F, effective October 15,2017. Existin�Conditions The site is currently developed and in use as a residential multi-family development on the south side and a single building (church parcel) on the north side. There are minimal stormwater manageinent facilities located onsite consisting of a drainage system within the pool area of the �nulti-family development. Currently, stormwater runoff generated onsite sheet flows directly offsite primarily to the west to Beach Road, as well as to Coral Cove Park (north), the Atlantic Ocean(east) and the undeveloped parcel (south). Beach Road does not have a formal stormwater conveyance or stormwater management system. Stormwater runoff from Beach Road sheet flows off the roadway onto the adjacent properties. There is a culvert system along the east side of Beach Road along the project frontage and this system allows surface water runoff north of the project site along Beach Road and stonnwater runoff froin this site to discharge south into the undeveloped state-owned land south of the project site. There are no existing water quality treatment facilities located on-site. ;11 N Dicie IIigh��a3,Suite`_'O1•ZC`est Palm Beach,FL 33401 • 561-689-8600•wtizv.keshavarz.com Proposed Improvements The proposed project consists of the redevelopment of the site for a multi-story condominium. The finished floor elevarion will be raised to meet the current building department finished floor elevations associated with current FEMA elevation (listed above). The proposed minimum finished floor elevation is 1.5' above the FEMA elevation or elevation 8.50' NAVD. The proposed stormwater management system will be constructed to meet the standards of the South Florida Water Management District. Stormwater runoff will be reduced from the pre- development conditions. Water quality treatment facilities will be designed to treat stormwater runoff prior to discharge by way of depressed swale areas and 100 linear feet of proposed exfiltration trench (please see exfiltration trench calculations on the next page). Legal positive outfall will occur west onto Beach Road and ultimately, to the undeveloped property to the south via bubble up structures or a hard pipe connection to the drainage system on Beach Road. It should be noted that the Village of Tequesta typically requires new development and redevelopment to retain 95% of the runoff from a 25 year — 1 day stonn event. Due to the geographic location of the project site being located on the Barrier Island and elevated significantly higher than the adjacent properties, this regulation should not apply to this site as there will be no adverse impacts to any Village storn�water management system or any off-site properties. The proposed stormwater management system will be an overall improvement to water quality treatment and stormwater runoff from this site. Preliminary Surface Water Mana�ement System Calculations The drainage area associated with the redevelopment of the site is 1.32 acres which is the area east of Beach Road and west of the existing dune line. The existing site is currently developed with 0.96 acres of impervious area generating 1.23 acre-feet of runoff during the 25 year — 72 hour design event (13.5 inches of rainfall). The proposed site plan contains 1.00 acre of impervious area that would generate 1.26 acre-feet of runoff during the 25 year— 72 hour storm event. The proposed drainage system will be designed to provide 0.21 acre-feet of water quality treatment which will be retained within a proposed exfiltration trench system. Therefore, there will be an overall reduction in runoff generated from the 25 year—72 hour design event. Existing Site Runoff(ac-ft) 1.23 Proposed Site Runoff(ac-ft) 1.26 Proposed Water Quality Treatment (ac-ft) 0.21 Net Runoff(ac-ft) (-)0.18 711 N Di�ie Higlnvay,Suite�Ol•�'est Palm Beach,FL 33401 • 561-689-8604•ww��.kesha�arz.com KESHAVARZ&ASSOCIATES,INC. � � 711 North Dixie Highway,Suite 200 f,� �` �,$j��1ARZ West Palm Beach, Florida 33401 ``'�!;�� t1SS��TE.S phone: (561)689-8600 __ Project Name: Blowing Rocks Condominium Project Number: 17-1179 EXFILTRATION TRENCH DESIGN CALCULATIONS TRENCH CROSS SECTION OVERFLOW EL= 6.00 FT TOP OF TRENCH= 4.00 FT PIPE SIZE= 18"PERF. HDPE H2= 5.00 PIPE ' INVERT= 1.00 FT 1 BOTTOM OF ' TRENCH= -1.00 FT TRENCH WIDTH(FT)_ � 8.0 I I . WATER TABLE ELEVATION= 1.00 FT DESIGN CHARACTERISTICS 1. Exfiltration Trench Depth (FT) 5.00 2. Saturated Trench Depth, Ds (FT) 2.00 3. Un-Saturated Trench Depth, Du (F� 3.00 4. Exfiltration Trench Width,W (FT) 8.0 5. Head acting on Trench,H2 (FT) 5.00 6. Factor of Safety 2.00 7. Hyd. Conductivity, K (CFS(FT.SQ.-FT. HEAD) 2.84E-04 Vwq= REQUIRED WATER QUALITY VOL.(AC-IN) 2.520 Vadd= ADDITIONAL STORAGE VOL. (AC-IN) 0.000 %WQ= 50% L= REQUIRED LENGTH OF TRENCH(FT): 95.82 PROPOSED LENGTH OF TRENCH(FT)� 100 PROPOSED VOL. TO BE TREATED(AC-FT): 0.219 PERCENT OF REQUIRED PROVIDED: 104.4% L=(F.S.'((%WQ'Vwq)+Vadd))/(K*(H2'W+2*H2'Du)-(Du^2)+(2�H2*Ds)+(.000139"W'Du)) COMMENTS: " THIS IS CONSIDERED DRY PRETREATMENT ' REFERENCE: Environmental Resource Permit Information Manual Ver. 2014 �`��S1i;96Sig��e + �,O�GpTT W<� PBo R •'a. o�y .'��E�lsF••T�,�:: 2 0.��/ �:� No 72504 .��~°� .� '�; ',r Ly..y %�'• /Ty/�� /O -.� ��. P � /C.' . �A a i • � \ ,yw �. Ra y''i�'I��y�A�'9�tr"rida License No. 72504) �71(A131�� July 11`h,2018 Keshavarz &Associates, Inc. Certificate of Authorization No. 4897 711 N Disie I3iahway.Suite?Ol •West Palm Beach.FL 33401• 5(1-689-8600•wwti�.kesha�•arz.com ,t KESHAVARZ ASSOCIATES L�` ENGINEERS • SURVEYORS Village of Tequesta Barrier Island Existing Development Drainage Studv During the Site Plan Review process for the Blowing Rocks Condominium Project, a variance has been requested regarding the Village of Tequesta's Chapter 74 Article IV requirement for developments to retain 95% of the 25 year— ?4 hour storm event on site. The need for the variance was based upon numerous discussions with Village Staff and the Village's Engineering Consultant, (Spencer Schroeder, P.E. of Mock Roos & Associates) and resulted in a consensus that meeting this requirement would be a hardship and unique to this development compared to neighboring developments with similar circumstances and site characteristics on the barrier island, which were not believed to be in conformance with the above mentioned requirement. o�ESTA _-- " c�� rowards confirming the belief that the t ;,, , rE �y ,��_ � project Site '{"""'� ' ;imilar nei hborin develo ments are not in �'� � � P . �,c �,�:�_., .�, conformance with this re uirement, an on- S �,� `:�� 9 �= J,w�� t site drainage system assessment was � '�'��'' �t� , , performed for six separate condominiums + �,�. t � �; �i��.��- within the Village of Tequesta limits, south !1�� ,,: #; � . t of the Blowing Rocks Condominium site to \. , ?� determine if they were developed in � ' �` ', ' �.�. ;�� ,� conformance with the Village's retention C��, `,�;;f; '� requirements as indicated above. .+ '�� o��-.', I�he six condominiums reviewed were � �c,. ��, `�°' °� (in order North-to-South): Tequesta Towers, ��, � � . � ?,��4 '� fj ' ti° � Island House Northeast, Island House r-�s '� �d��: � �w�� ,� � ,� �� . Southeast, Regency Condominiums, Ocean �� 1F 4 ;,��i,. Towers, and Ocean Towers South. �� : rit��_ ��M``��`� �'�f'� ��t�`� Similar to the Blowing Rocks Condominium F_l�..��` �L a,��, i�. <<�`o building location, these condominiums are all � `` �� v on the east side of South Beach Road. The � �:� � • { tield review of each developed site included �� yr � �-�. �� identification of any on-site storm drainage _ _ 1 u : retention systems, as well as the manner in �'� '�� which the sites' independent drainage � �'�� systems discharge to adjacent right-of-ways s1f�— - � y�� . TEQUE�TA, ' 3 �� '�.'� and/or drainage systems. :�'".`�, �,� �� ' , ,y �ix 'y � , ii�� `��r� "� ° . _"`-'.`"'- 1��:. �Tr'�`��fi °� y�y... —_ — !��_ �" �� .__Se�lrel�„�1� JUPITER ,�•� � ��Q'�". a.L��11 .�.— �%�J � - __- JUPiTER INLET CO�ONY �� .�\F I " o us zso ��soo %so t��; �'��: i 11 N Dixie Highway,Suite 301 •West Palm Beach, FL 33401 •561-689-8600 July 11, 2018 Page � 1 �:rP�t�:��:�xr u :L55c�ci��5 A critical observation common to all six developments, was that no site had �isible stormwater detention or retention areas in any significant form. No dry detention areas, ponds or surface water areas, depressed landscaped areas that could retain additional stormwater, or any evidence of subterranean stormwater storage that would meaningfully contribute to the retention of on-site stormwater caused by a 25 year storm were observed. All six drainage systems discharge to S. Beach Road's Right-of-way whether via minimal private drainage systems that overflow or "bubble-up" discharging into S. Beach Road's Right-of-way, by direct overland flow, or a combination of both. A superelevated curve in front of Ocean Towers and Ocean Towers South serves as a relative high-point for the existing surface slope of S. Beach Road. The roadwav and ground drains to the southwest from this high-point towards the bridge and into the ��z.•:i,�, Intracoastal Waterway. A culvert was , �. ��-��=� ,-� ��` F:'P�`. -°� Pro'ect Site discovered in the eastern road Right-of-way � � r-�- `?� � under Regency's southern driveway and is the ' � T�' f��4",��.,� '� �=: .. � .� outfall for a handful of drainage structures �`'` ` � �� '�-'��• �� observed within both Ocean Towers and Ocean ,4 � � ,xt� � !'a�. Towers South. From this point north, an existing �`��'-s; ;`:� swale within the green space along the east side �'. '-�� E. of S. Beach Road appears to receive the eastern '� �:-. half of the roadway's runoff, as well as all of the � �� Y� { -� : �:-:� Condominium sites' stormwater discharge, � ��raE,. which flows north and eventually to the Park '�''� north of Tequesta Towers. � ��I . � �Y • __. �� _� �.' � � � � � . � � , - :". o t�`- '� �,._°�� t�a �� `• ..,,� }c�r I•' ��. '�`�i�' ^fi-. . _ ... �:, �,� �..'p' y. ��7tr��n� � '��- �� . ' �,M t: �:l•.�r _ . � t �-, ` �r �� -�a� ��i- - � _`_." -- y- --,�= * '� � � ��'� ` �-r�. - � �,� ' �� ,.�' �-1 1 � , ,�._ _�• _ .�� _ � _ � - �- ; ��.,'��;.'1 � . - ,t� .� . �� : .. Relative High-Point for Eastern Side of S. Beach Road: r y i� �_�. Superelevated Curve West of Ocean Towers and --y=�' '� �„�.':�'.:+�� Ocean Towers South Entrance Driveways ,•f�.--^� _ �"�`s�-�� ' ' .-�'�'i.� .� _.r ' ;t ��..l.,;,_ - �� :�i. �' �� '�, � . �� t,...a�J�i �,�„�� - �{ � ��r�_ � 1 �� . �� '� � �� r-- - a�J ��\ 711 N Dixie Highway.Suite?O1 •West Palm Beach, FL 33401•561-689-8600 July 11, 2018 Page � 2 RFSi i.1V:122'!. � :15SOCL�"I'E:S In conclusion, all six investigated Barrier [sland Condominiums that are south of the Blowing Rocks Condominium site and are within the Village of Tequesta, were developed with comparable site circumstances, yet do not conform with the Chapter 74, Article IV Village Code requirement to retain 95%of a 25 year—24 hour storm event. As summarized above, and further illustrated in the following six site drainage exhibits, each Condominium currently discharges directly to the S. Beach Road Right-of- way, which ultimately drains to either the Intracoastal Waterway or the Atlantic Ocean by way of overland flow. As this is both the manner in which the six developed Condominium sites discharge, and the existing Blowing Rocks Condominium site drains prior to development, we see no definitive reason as to why a variance for relief from the aforementioned retention requirement would not be appropriate. Furthermare, we have not been presented with, nor see any evidence that granting this variance would be injurious to any residents of the Village, especially considering the proposed discharge reduction and water qualiry improvements that would be incorporated in the Blowing Rocks Condominium stormwater design. The following exhibits generally illustrate the overall drainage system for each of the six Condominium Developments. The Appendix that follows provides various photographs of the Condominiums' site characteristics and drainage systems for further reference. 711 N Dixie Highway,Suite?O1 •West Palm Beach, FL 33401 •561-689-8600 July 11, 2018 Page � 3 t�rst i.��-:��v �,,.�� :LssocL��i�:s Tequesta Towers Overland surface flow to S. Beach Road Right-of-wav, as ��ell as piped connections from floor drains to ..liuhl,l�-up�� ,tru�iur�•� in �. 13��,irh R��a�l ;��alc. i� '� 4 •� � � � r � ,� ��'� . � � . . ,�. :� �� . �. :�� i�� . •� � � �; i y�f��! z � �� ' ; _y � t�yy �;�.. _ � ` i� // ... � :� ;,'�:: � �__►J, �,. ;�� 1 � { `�'�- �' � �� ',�t .��;��--. -_ , t:r...�"�C; �: .Y. i � ,�r�,�� '^�'` .�.1 -, n��S�.��•w " �. .' ',1 1 ' 4"t��!—;' � „_ ��.. ` ■ � r.: ,,. a{ s• _ , �r •" . � a ; �a`� � � ., �'r ..a�.:�=��!. j� I` ,',` � `, � � , l �. � �,�c,� r �. _y � � ,_.,. �4�. � � � . c �`� - . Island House Northeasi Overland surface flow, as well as single"Bubble-up"structure in landscaping discharge into swale in S. Beach Road Right-of-wa��. Cul�erts under driveways maint,�in >t��rm��,�tcr tlu�� to North within swale. . P � 1 � ,i . � ,.�,, �J � �. « �i.,.�'r' ��` � _ !!i� ' '�,. . i j � � Y � � ,� !IC�f � `I � ` ,,. 1'. v ��y __1. � S�• `` �.•r � ,� :4� �. '�.@� � ;� � � i:� 'SJ�� `v� � -. •� .�. _ � l --. �9 �:�� :; u ��I`r '�' ►-- ��- � � �:�. �'/. � �' �;�{ / d � ��y� �� ', 1... 'y �.,8 > ��4 , '�i }`` ..� r� . �� 'i�t�a��;y�: ,_ .� . �' ' t�,,- � .,,[ � Y --�. � � �� ,. � ;�r ��' , • - ,� - � '-` _�f 7Ci � � . __ � � � �/ � ,/ � � � ' �,��r-•�_�T� �� „�, = ;�� :� � '�-�-��' �'�.;:...� __ ��`�°" '� . i 11 N Dixie Highway,Suite 301 •W'est Palm Beach, FL 33401 •561-689-8600 July 11, 2018 Page � 4 hroti�i.��:�w ,v :15ti()CL1'1'�:S Island House Southeast Overland surface flow, as well as single "Bubble-up"structure in (andscaping discharge into swale in ! ,t� °I�� ,. 1 .�'S�y' .,�' �'--r�-� 7. s'.. , �,I � ��;;,�; �';l�� `� � �° - � _ , . � �� , ' i . � . � i 7 ,� y S�, I�� •-"'_ �► �� .�: 4.� � �� .�.,,�r;�- , . . '1'"! �,�r�� '� � � �, :,,-�.. ��*i�! �'�'. =�` �` d s -�`.�#� � �' � � `, ,+� �_ • : 1. y 'y', �no x �t' � 1, ,. -•�. I' }��,�;.. c . _ _,,,- 11 "�' ��'` -�- � �,., ^ µ ' �, ' ,� f g? * F')�, � � �c_ �� ; ., `� � — '�Z � , � `� C M?� � . ` '�Y' % �" � • - •�� `'r�'`" i �� .. �` � �`/� + '"" � a . . ` Reqency Overland surface flow to swale in S. Beach Road Right-of-way. Culvert under Southern driveway is the outfall into swale within S. Beach Road Right-of-way for two Condominiums' Drainage systems to the South. � �` .�,� ,� �! •, ! ��=,:�. . �:� _� �_ l�rr� ~' . �. `. r �: � �� .. !j . .� � �: r�ir,: � �=� ,�, � �`- Y' �ii�i "'' . ` ,,�, . ,� , ..�. _.+; �!�► f � -`� � �j �►�,:._ � ,� 2 , ', M I . , - � C J� � ` . '�.}' .�� , .y;. •, i� � . i;�� '�, ��' � � � . � 'a��'_ •� ' ��i�i .� i y • �\ � � �d'� � Inri ,• � � ��• • . �', l.. ' �' .r �� f � �«, �'a�: i; � . — �, .. . !� � �.__'�.��1tL °�_a.�. ;ll :V Ditie Highway, Suite'�Ol •�T est Palm Beach. FL 33�.01 •�61-689-8600 July 11, 2018 Page � 5 L�� :r�5r t.��-:» :1SSOCL�T'ES Ocean Towers Overland surface flow to drainage structures located in center of driveways. Drainage system is connected t I�� ,�t�i li�om tl�t� ��i��l � �'� �,utt�ill� tc� th� 'vurth inl�, ,��<ilc ��ithin S. 13��c h R�,a�l Ri�ht-oi-wa��. `� `s��`6��'�� i'� _ . � r = , �, �1^,w . -m• __ �r , 4 . ar�'' � ' �� ,, � I � � .. u .. , ' o t � � . .. �-+n. _... r. . � .70, �� . �,.t'� � � _. '�f= _ -- � �� r" _ __ . ` 'i�` ' - T ♦ T• � � � . ' `1� �'. tir.r... � ]y ' Ocean Towers South Overland surface flow to draina�e structures within property. Drainage system connects to culvert to Vorth ��hirh �,��i�:�li� ,�,��ther'v'orth into ��le ��ithin S. Beact i> i �'�_ ��,� ,r � . �.� ! � �'s�a��; =�-��f�.. ''�� -.��-��--�=�-� � r � -� � F � , � � !' ,�� ,. iit��.i4tJ �A � ` �,�I ' • f ' •� ♦ �'� �� / /i � • � '� - . �� l � � , a�iA � a ,F.�{i ��. e ,. . . �w. � ' % w � . +� � `,� -a�''� _\- Y" i "'� �— ` .�'•r�,� � � ��:�. � , '* �. ..�' : ��1% -y. �/� � ,�� Y `\ ' � ti� ��',�.'.. 1�� .. _�� .�I. '\ I � �a . . � . +'� .�_.... . ._ '� ' M�*� ` Prepared by: Amir J. Keshavarz, P.E. �� Keshavarz& Associates, Inc. 711 N Dixie Hi�hway,Suite 301 •West Palm Beach,FL 33401•561-689-8600 July 11, 2018 Page � 6 �:r^SF i:��:�xr ,v :1SSOCL�1'ES Appendix Tequesta Towers � � � � �i ,� ..�. ` � . 4 � 1 � " , � t - t a �. --�' �� _ _. � ��'��'��,,,,�'-•��, r. _ `��=,�� F-� ''�.-.��y,'-�1e:�� f }{ .'j��-� � �i�-� "r�_ �',,�.,, ...� . �. f ' i {j-{{`'� , `--a 2 . �,�i.sr �7.. .I �fY 7 � I. � T t �l. ��t �`1 ,., i � r ^� r _ .�_ _ .._ .._. • r`� �'`_ �'~ -�"t,^�� y •., �Ij ya �� .. _� � - r � ��>.;:x:��i�Y. ��. .. �� ,w _ � � > . � t? »� � . , . . ._ �-- . . � � �t. - , � .�: ; -• f: �•�. ,. y.� �q � : . ,: , . = ,;�� • �~*'~ �'� i-��Y�.�- . .,��y ��..,` ,�, ��`� _��'b .'3 _� _. r< _.}. r�`__ �> �.�R3,•�s��+�r�.'�'�::'!!'� �y t `_ _. _ .. . . n.�.a �� `:.!/r� Island House Northeast ^� �, .- .s , - . .� `� �"�p�`� ��f �11 �� I �. �: � � _ � _ � - -- - � � - — ,. - �� •� ' _<--.---- .. . -.-..., � � s_.i�. ...- .. �� .�etiery� L1 � -r". �j�y�� `�% � �' }�, � ��t��S`� :..\a ./._ � �1� �: �.�i . �i•' I ~/�.. � �_,... . ...,. ._.._. . ��'��'�ef� � 1 . �— . - . _ .x� 'S� ��'� �. �{'17 - - {'� . . . _ r.hi � �'� '�-�'+: ,��. . - , .� .: ..i.. .�_`^ :.^ 'y . _ -�.:' � y.� 1 ��+_(i"��'�� _y, y, . �5.1M6 . ..'."! � +�','�' �F 1:r ,�.,��V . .�"L ' ` `r.�<,P,�,,i4r. .'` � J - . '�•,,,� �� 1;l" i►S��e. S. '��' ci�,�t`�''._ .!e�y�_.. �7- •1�� .s!+', � . r �,Hi. +�Y `�� _'.�'� �F '��".,e �^-� �t _ - .,t ��'•' ��, `" i��s-`��" .A �s.?,'„� ,� °'?'� yi.L �'a� ..� ,.t .a �-�-�ti.ey .��..�- ti a . i� . � ��'� � i: -. r �i j"'S'4'J!i= 1 �"� � 'P i�I.Fl��"'Tii J ��j,fc� �,•��9 ,' 7 � r r r '!' �� ' '��(. r_ �{• ' ' *e;'��re'�"�'1.. ,t.11::,�'�"tc°e..d+ . _ . .��t... ��.: �'e�'�.f _ .'. .r., r .. ..i�:..: .-I I \ [)i�i�� il�,l��..•,�_ ��, � _ � = 'iA ��-� 9`:�In� lir<��h_ H'I, 33�f11 •561-bS39-8601) July 11, 2018 Page � 7 �:r�5�r.��-:�w � :�sSocL��rr_� Island House Southeast / ' �' � � . � , r - __.� � �. , �s . � ., _ � _--- •- _ , t_ V. . �,, _ �.1 . ,. • `� �1„- �� '' '� ,r ��` �� _- �.Y, P. ,�`y��r+t�_ .;`'v 'R� � ;s�; -��:;�- A� � .:� ,. ,i ~ �'�a''�'~ ""= �'�i `=,��. .. �� " :�-�; ��'� -�� - �. -,�1�\1� � �. Y r h �%�ai[� �� ( 'P ?<< $w , .t�Q.� � .+•t t"s" . .M�� }h�w- .�t+ ;J �'.l6 . � S`l • ' �„ ��v �' s t2 � w��➢y'�'fu'a�"� r' 1�-- - ^�/ ./Y1�"'+9�.:��'Js�k3:1� .C�.?�'F Reqency . h 4 F��_�� ,_._. � �� r.r � ��.o. ` �, w�� F� �� l i � _ - ��. -- �`.'� �,,.:.�. � � . �. . ,L. � " �`�� _ • _ . _ . _ _ I�°` . ?�,�-- ..� � j ._�� ., . , �� . �'.�.��b i - �� • T�. ,�:_��. �_U�VErt �Utt�3�� '�' S ,S=�� ,1��.,,��`�c�.' Under Driveway: '�• '`` ��''� r � �,_ 3 , �.. .:�� , .. � .� .i.. . . ,.v • . . .,. ' � . _ � ;�..r'�� . `��y��'�U/.Y� � �4 � ,, .. _ 'A. ... S � � � �t:.��,.�� '1„ . . _ . ♦�R,'�f�.i�..��'.� � .._ . ,-I I \ Ui�i�• II�_h��a�. �iut��°Ol •�C�est Palm Beach, FL 33401 •561-689-8600 July 11, 2018 Page � 8 �� hroti�i.��:�w :�s5<�ci,��rr�5 Ocean Towers �� Fi � �0 I�� A�� `, � _ _. .- .�•al y� ` ��r��-M . ' " ':�`sp:r,q�, v��' �„},."'��'tiy=^ . . _ __ .lJ�llTl11."�i _ _ � " ^+'�t ��..�� "� . _ ��\��-�' . - _ � - - " �'�. - y� \s-1- �h�"{��,S1-` , ..` ''�� ' _ - - _- __ _ _ �, _ �� ~ ' ;� \ � ��~�� -�.��`J ` - . I l�l j,, . .� _ �` � . �'�f _ _i '.+!':.� r,'`,-'� .+il�:�� -� � ��+ ��..Y�.�� ' �_' . �v t ,�y4�; '�S� �"G:.�� `� � � l�*�� "��'"'e.y�y .:�� ` r�^ I�� ! �� ti �f � y_.�ia._ .. . _ .—._"' ""_.___ . . .w ��S�v'��w-i ti��,��' .,� v ��.� Y�-�.�.��.�< '��y ' '�'��'��, ' 1�' � :Y.�� `� �' yd ,, . ; �v : �°.� �'�"_"�r _ �at�C�+:li� �"�C u»iisns: �tir�,,, *��r�- '`'� ''— _ _ s `��'�'�.' - ,t - - ' - � - , ��r�� ' � =� �4j �1_ � �.�:�7{�-..... _ , ��', ',� ' ' ', ';'� -.. ��. - . - � . . . : .x�r'•�,�.y'�� . _ ` r;ic �� . �. er'r . .. Ocean Towers South � ,�� w i � - �.,� ,.:�. Z: - �' ' �� ip; ; �. - -,• X:.`�' -;?,„ Y� �t` �' �i'�+.�._.�. ��: � :.�.�• ;�,� �. ' ,:� :� _.=�" . _ �1'Y� �`r �—�-•��i� � --. �♦�4��"�"�. - r' � � � .. . ,.. . . .r�;s��d;...- �"�-' _ � � . f_7�.:_ ,_...;. . �-. � � 4. ., .� ' } '_. ._. , _' ,. �. � y.�.Z rR�'r„�. _ " ' � .'t 1� � � 9.+�* �u � : ,�/ . �a nZ�.a � � • � i . 9 a .�l ..W � ` �k .- � � . _ �F� � Jit'.. ��j t��' - � 4 '+�� 7'' i� � ��.r7y , , . . i' . . . « . '`� . , " : . - , _ . , . r.�,� i .� t �K �,;,�� .44�'. � -- - � - - " . _ � , - � �.�:_.-'.'�., t��'��tih�:4_"��v�.��" _:]�i! ��}�,� �� I �°' �� .s. ' v.�._ ✓ --_. _ __ �—+��.� 711 N Dixie Highway,Suite 201 •West Palm Beach, FL 33401 •561-689-8600 July 11, 2018 Page � 9 �� Landscape Architects Planners Environmental Consultants GENTILE GLAS HOLLOWAY O'MAHONEY&n.�sociate5,�nc. '':;"��`.'�;��i�;;'.;;�;:�� Fmilv.\f.t YU.�honrc��I� I7n.li Iiw Ain.�+tri<,I.�.��.'.1 BLOWING ROCKS CONDOMINIUMS TEQUESTA, FLORIDA VARIANCE REQUEST JUSTIFICATION STATEMENT MARCH 16, 2018 REVISED JULY 12, 2018 I n t rod u ct io n/Req u es t: On behalf of the Owner, Turnberry Beach Road, LLC. Gentile Glas Holloway O'Mahoney & Associates, Inc. respectfully requests review and approval concerning the properties located at 1500 and 1550 Beach Road, in the Village of Tequesta. The subject proposal will bring a unique one of kind design (inspired by internationally known design architect Carlos Zapata) into the Village of Tequesta, which will be marveled for years to come. The Owner's overall development program consists of the following: 1. Unity of Title to combine both parcels; 2. Small scale comprehensive plan map amendment from Residential Low Density to Residential Medium Density for the North Parcel; 1550 Beach Road; 3. Site plan for an infill redevelopment consisting of 2( multi-family, condominium units, and amenities area located on f 1.78 acres. (Note, the amenity area will use most of the existing amenities on the existing 1500 Beach Road parcel); 4. Variance Request to request relief from the code requirement for retention of 95% of the 25 year—24 hour storm event; Note: This Narrative ONLY addresses the variance request portion of the applicant's proposal. Additionallv. as the site has been redesigned, there is no longer a need for a variance request with regards to setback encroachments. About The Owner: Turnberry has a world renowned reputation in transforming ordinary into extraordinary. For more than 50 years, the owners have continually imagined and realized what many can only dream. From buildings, to cities, to world-class entertainment and hospitality experiences, Turnberry has always had the unrelenting vision to go above and beyond. The owners are committed to cultivate culture and build communities; while being driven by their beliefs which are quality, integrity, and family. [t is with this mindset that they intend to deliver an exceptional product to the Village of Tequesta. They have partnered with Perko Development Partners, Phillip Perko,a Jupiter resident who has more than 20 years of experience delivering quality residential projects. His knowledge of the local communities in the northern end of Palm Beach County and his twenty years of experience with the Turnberry brand makes for an exceptional development team to bring the proposed project to reality. Compatibility with Surrounding Properties: The subject properties are uniquely situated on Beach Road, bordered on the east and west by the Atlantic Ocean, and Intracoastal Waterway respectively, and by Coral Cove Park to the north and south. With this location, it allows the owner and design team a mechanism to truly design around nature. Below is a chart showing the surrounding Land Use and Zoning. As previously mentioned, the 1907 Commcrcc Lane, Suite 1111 Jupitcr, Flurida 33-�i8 ;bl-;'i-955' S61-;'S-;2hf) Fax www.2�;ho.com Blowing Rocks Condominiums Tequesta,Florida Variance Request July 12,2018 land use map amendment to residential medium density will increase the compatibility across the two properties. Subject Properties Residential Low R-3 Multifamily Residential Existing Residential Densities/Medium Density Residential North Recreation R-OP- Public Ownership Coral Cove Park South Recreation RH Multifamily Residential Coral Cove Park Hi h Density East N/A N/A Atlantic Ocean West N/A N/A Intracoastal Waterwa Project Justification: Over the last few years, the owner has diligently researched the housing market in the Village of Tequesta, and has determined that the current market trends are excellent to offer a well-designed "infill" redevelopment project that provides a modest impact to growth and services in the area. The proposed infill development will not have significant traffic impacts on the surrounding roadway network, and will bring an increase to the taxes and values of both parcels. Further, the project will have no impact to the existing surrounding land uses. As Tequesta continues to distinguish itself as a premier destination in northern Palm Beach County for locals and visitors alike,the applicant is excited to bring this project for consideration by the Village Council's for approval. VARIANCE REQUEST The applicant seeks relief from Chapter 62, Article IV, Division 1, Section 62-92(3). The Village of Tequesta typically requires new development and redevelopment to retain 95% of the runoff from a 25 year— 1 day storm event. Due to the geographic location of the project site being located on the Barrier Island and elevated significantly higher than the adjacent properties,this regulation should not apply to this site as there will be no adverse impacts to any Village stormwater management system or any off-site properties. The proposed stormwater management system will be an overall improvement to water quality treatment and stormwater runoff from this site. The required criteria to support the applicant's reyuest is provided below. 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same zoning district. Response: Due to the geographic location of the project site being located on the Barrier Island and elevated significantly higher than the adjacent properties, this regulation should not apply to this site as there will be no adverse impacts to any Village stormwater management system or any off-site properties. The proposed stormwater management system will be an overall improvement to water qualiry treatment and stormwater runoff from this site. N:\Blowing Rock-Condorruniums �I'urnberry 17-05t3\Appl�cauons\Variance�JusuEcauon Vanance 6.1.18.Docx Blowing Rocks Condominiums Tequesta, Florida Variance Request July 12,2018 2. The special conditions and circumstances do not result from the actions of the applicant. Response: As the subject properties are a product of infill redevelopment, the owner must work within the confines of what currently exists in terms of existing levels of service, and other assorted public works elements. Through the design phase of this proposal the project team has identified certain elements of the properties and have analyzed the size, shape, and other topographical features. The owners are requesting relief from the above so that they can facilitate an effective development on this unique piece of land. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, buildings or structures in the same zoning district. Response: Requesting relief from Chapter 62, Article IV, Section 62-93 will not confer on the applicant any special privilege, but as also stated in the accompanying response letter and elsewhere in the justification, it should be noted that per the Application Review letter issued by the Village's Consultant, compliance with this section of the village Code is unlikely due to the location and elevation on the Barrier island, while the other existing condominium developments along Beach Road also do not meet these requirements. As inftll redevelopment creates certain design challenges, the applicant is reguesting relieffrom an antiquated code provision to foster a premier development. See attached "village of Tequesta Barrier Island Existing Development Drainage Study" which provides a summary of our observations while studying nearby Developments' compliance to village Code, and our resultant conclusion that the existing Developments wtthin Village of Tequesta limits, on the east side of the barrier island do not comply with current Code. 4. Literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this chapter and would work unnecessary and undue hardship on the applicant. Response: The Village of Tequesta's zoning code and Comprehensive plan do not have provisions in place that address infill redevelopment. The owners are requesting to redevelop tl.78 acres of land to provide a unique, dynamic structure ensuring a substantial increase in the village's tax base. Please note, the code requirement to retain 95%of the 25 year—24 hour storm event runoff is based on an older code provision that is di�cult for most properties in the viciniry to meet, as commented by the Village reviewer consultant. Please see attached "Village of Tequesta Barrier Island Fxisting Development Drainage Study" conducted to confirm or deny whether any other properties located within the same area and subject to the same, or similar site conditions meet this provision of the Code. 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. Response: The requested variance will be the minimum variance needed to make reasonable, effective use of the proposed structure. It should also be noted, that in comparison to the existing N:\Blowmg Rock-Condonuruums 7'urnberry 17-0513\AppLcauons\Variance�Jusuficauov Vaoance 6.1.lA.Docx Blowing Rocks Condominiums Tequesta, Florida Variance Request July 12, 2018 stormwater management system, and other developments existing within the same conditions, the proposed system will be an overall improvement to water quality treatment and stormwater runoff from this site, thus contributing to a reasonable use of the land and furthering the public welfare. 6. The grant of the variance will be in harmony with the general intent and purpose of this chapter and such variance wil( not be injurious to the area involved or otherwise detrimental to the public welfare. Response: The redevelopment of these properties will provide for a unique, one of a kind structure within the village of Tequesta. Further, if an attempt to conform completely with the retention requirements set forth in Sec. 62-93(3), it is possible that there will be a negative impact to adjacent properties in terms of water flow. Approval of the requested variances will ensure that the owners can provide an effective structure that will be respectful to all. Conclusion: To recap, the applicant, who is responsible for building several high end products domestically, and internationally,are proposing; 1)a Unity of Title to combine two parcels;2)small scale comprehensive plan map amendment from Residential Low Density to Residential Medium Density; 3) Site plan for an infill redevelopment consisting of 21 multi-family, condominium units, and amenities located on t1.78 acres. 4) Variance Request to request relief from the code requirement for retention of 95% of the 25 year — 24 hour storm event; Note, the other portions of the applicant's proposal have been submitted under separate cover. The owners have been extremely diligent in working with Village staff, and the design team; even being considerate enough to use local consultant's familiar with the area to ensure that the final product is sensitive and respectful to the existing community. This narrative has demonstrated that the proposal is consistent with particular elements of the Village Comprehensive Plan, and will not be a detriment to any goals, objectives, and policies. Additionally, the submitted site plan shows compliance with most elements of the R-3 zoning district, and where it isn't, have provided the proper justification for variance requests. With the approval of this dynamic project, Tequesta will further their mission in establishing itself as premier destination in northern Palm Beach County,and with that,Gentile Glas Holloway O'Mahoney &Associates, Inc.,respectfully request review and approval of the submitted application package.The project team at Gentile Glas Holloway O'Mahoney & Associates, Inc. consists of George G. Gentile, PLA, Patricia Lentini, and Alec Dickerson. N:\Blowing Rock-Condorruniums Turnberry 17-0513\Appl�caaons\Vaziance�Justification Variance 6.LtA.Docx ._,..�..�__�__ _ __ _ _.-- _.__ __ --- ___. pp ,:" .. � :-� M � . ,��A M � � � �' �� , - � ' Y 1� F,�' � �� i 7 �� .�'��}`�r y�3.' . . �;t� h,. �;+� ;,, {� •� �;��• � �M±�7!:� � � � ��,�-�'� f *4 , �M ,G� .` . e' - _ , � �� , � � .'s �4.� '°'�� y �� `(''��.r 11•.�,'a� P r'o.��' ��f �� {T O ��.. ,� �I , ',��q�F'��' "�riLt,. � „,,,': �,�.`��, "'' ,. .,�,, � � ' � �,r �r � , a �'4'+. ►, �s` � � -� .�, � �yn ,... � t �N �_�� ' �:? ��'��, � � � :.t- . 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