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Home My WebLink AboutDocumentation_Regular_Tab 18_10/10/2013 VILLAGE CLERK'S OFFICE AGENDA ITEM TRANSMITTAL FORM Meeting Date: Meeting Type: Regular Ordinance #: October 10, 2013 Consent Agenda: No Resolution #: Originating Department: Planning & Zoning A�ENDA ITEM TITLE: (V1/ording form the SUBJECT iine of your staff report) SPR 07-13: Application of Hannah's Home of South Florida, Inc. for a master site plan to construct a boarding school. "I�he application includes development phases and a proposed landscape plan. "I'he address of the proposed master site plan is 4390 County Line Road, Tequesta, FL. � . . -. Account #: N/A Amount of this item: Current Budgeted Amount Available: Amount Remaining after item: Budget Transfer Required: No Appropriate Fund Balance: No EXECUTIVE SUMMARY OF MAJ{� 1SSUES: (Th is a snap shot description of the agenda item) SPR 07-13: Application of Hannah's Home of� South Florida, Inc. for a master site plan to construct a boarding schooi. The application includes developmerit phases and a pi•oposed landscape plan. The address of the proposed master site plan is 4390 Cou�ty Line Road, Tequesta, FL. This application was recommended for L approval by the Planning & 7oning Advisory Board at the September 19, 2013, pub?ic heai•ing.__ __________ APf �R�lOAL�: ' ---- ---- --- �Si Gi�iATiU�c. - -- 1 De artment Head ` � " n ` � --- -p -- ------- - -- - --- -- -�= t-'i : -_ _ � ' " � � < ��-� -� -- � �-�=- -F-�`- Fi�ance Director �------ - , Reviewed for Financial Sufficiency ❑ � I No Financi Impa . r - - ---------- --------- -- ----------�--------- Attornsy: (for legal sufficienc�) __ __ _________ � i/illage Manager: � , Submii for �ouncil Disvussian: j� .. Approve Ifiem: ❑ �`', ) � ,,,e� � � �.,i • 4 Deny Item: [] ��,�� ( �' � �� ------------- ---- - --- --- ------------------- ---------- � - r� - - --- - -- - j �-� � � i ;•, +� ��----� ----- � _ ---� {,-----� ��. ��T€i�.��"��i� ��: f'��: �., y�� r,�h ��, have aure�r�z�n�� ,�r�n��, >�� su�•� .� ;rlc;iu�" :r�e ; nur�b�� of ��pi�s yc�i_ want �:�n�d a�� lac� "5ign t-l�rF" sticker o�t them� � — --- -- ---- ------------------ ----- — -- — — --- — Farm Amended: 10/20/�!'! , - �� ,: VI�IoAGE OF TEQl1EST�4 �, DEPAEdT6VI�I�T O� PB.�4b��6�G A6�� fi��N� _ � ,. .,,� , � Staff �e��r� — Village C'our►cf! —10.1f�.13 10 PETB�YOIV DESCROPTIOI� APPLICAfVT:lames Hacket N&L Planning & Development Consultants 612 Orange A�e, Jupiterp FL 33458 OWd�ER: Hannah's Home of South Florida, 8��, 4390 County ��rae Rd. Tzques±a, FL 33469 PROJECT @.�CATlOf�3e 4390 �'m�tn�� ir�� Rd, Tequ�sta, FL ?3469 REQIlE� i : The a��Yscant °ss Uequestsr�g � ��a�aen��s��a �� ppr�va� �f � ��s�e� �°s�e p�� de�✓e9opem�r�t to construct a bo�rding �chool �� y�aang ex�aec�ant m��h�rs. �e d�4.�9� �.b�� E�� fii�94�9� � -- �Ye6��i'9ENG Ll�,f�9fy' EJ�C � �=11�"P�k"ZC Lt�ft� €�$E I ��Q�9@;'�6� i � —� --�---- ' ��i�� c��a�� Il�� G��r��ut� ��i��s�� L�c��:� ��bou:� � [�� R� �ar�u[�i 1��;��Eo�� i i f a��"��`�oel �° E�cl'x �.%� ��,.,+':� �Jev �c[`£' � 9blc�.`��':=.� ��'� ��!?� �:ii I � I -- I I �----------------- t -- � -------- ---�--+---- ------- � I n E.Q7I�S1�'�.3 � IYY� RC�.f V I ��casa ;a�; �i�� c�.? � � v��y �.er�� ;.1 + � j ��;E� i i s�iarts�� ,c��:anty � �J�� 4�i'L�nT4� i b L�1�B �i� �.��in�:y I � � _J __"_ � �.�'—', —_� j �_'____ —'—_,__,."'—'_j ___'"__._—,_.—' _�..____'_. � i �.__,—__—_`� � j ,. , s r �;�'�— ° r,: f �r; ' �t' ;� } F: $= ,'�'s �� .�yc�� I .�si�e. ,�i L .�° � s��y I ;9a.. Sls -! .i a� ��t•�rv C�� . �i;:� � �;-� �;r�g�� r�sl�i ��i:�L;iin� ; I €L1�dX .�5,�� `� �E.'C 2`s:l�.' �'��i! y.1 zs�_l�ti �s�:" ��i�� I i I i j 4- ^ ------ I---a- r • � '4� i i f �y"s�C� @ L�o+��' ��`�v.' �; � ;�5:"; ��"^. �..-o �" �'i!a° Ilala � i �.uvi ��i+..ai:�� aLtt�n� �(+.l1! s.��9'l�ie,1 i ;�'� ae ri I �' enE`S'lE 1r a �` I ' �iax �.� C�i�'� per a�re €�-sax �.' ��J'� �Er �::re � I �.__ _�___—._'__��____—._.'_'..�. __,___«'_ ___.�.__"__ � �.�.'.____.__�_— ��_— _�-- � � 1�� __ i i��f0�1?f:$1.�..� �✓lG�IUYii v��15i1`y` i°2S:CE.'�'1t3?: i'JizEiilliF LJ°(iSii�r' i a-E .�'°,'ioi�i� ; a'i'.'�li(9'� �.1�1':�t�:�iYE' i I 1141e . . � , � S %� - �! J:1'3 �?cf?.�CfP � �- �1 -i.;� ''��)�J �CC 7�•� � I � ' ' i I ' � i i � � �2.S��E'E�t'sf; �7VUJ ?�2i15l�� E'Si��lii:':,-i I.C11;V 7.i�;i'.iY�t i i I � i I�-_�. �i��i� �ar:�a@i�� ;eli:f�g � M�r. 5 n DU'S per a�r� I Pllax 5.� G!J'g �er 2cre i � I � � � I � � � —1_ _ i 1 ilc?C!�`�i"�`^jfl� ^T �E�Cii�•,"��;at'ti;i 7rtir�jr��- C��j1`K;�," ri�?,r�F i�i�c?�+.�� `�i?e �INP: <A;z�lli:?isrip 3. BACKGROUND ', Hannah's Home of South Florida - a boarding school for young expectant mothers - was approved as a special exception use "school" on November 12, 2009. At that time, a full site plan was to be developed for review by the PBcZ Board and later approval by the Village Council. Hannah's Nome was founded by Mrs. Carol Beresford; and, it has its roots in Ohio where Mrs. Beresford began a similar facility in 2002. In October 2010, the applicant submitted a six (6) month extension request to the Village Council to allow additional time to develop a master plan. The Village Council granted the extension request to May 12, 2011. On June 14, 2012, the Village Council approved a Variance request to allow the location of a freestanding identification sign (Order VAR-05-12). Recently, the applicant received approval to install a 3'4" (H) X 6'0" (L) X 1'6" (W) freestanding CBS biock identification sign. The application was approved by the Planning and Zoning Advisory Board at the June 20, 2013 meeting. The three-acre parcel located at 4390 County Line Road includes an existing structure that currently provides home to four full-time residents/students enrolled in the two-year program. The program provides food, shelter, dental and medical care, counseling, career planning and continuing education. Hannah's Home is licensed as a school with the Florida Department of Education where the young women can continue and complete their high school education or receive their GED. Hannah's Home's official grand opening was on December 18, 2010. On September 19, 2013, the master site plar� application for Hannah's Home was heard by the Planning and Zoning Advisory Board (P�CZ Board). Sec. 78-334 (h) Time limit far application for building permit states "A �uilding permit must be issued within one year of the date of the site plan approval or the approval shall b� �iullified. les the case �f a si�e plara e+vhich proe►6des for develapmen# phases over a perisad of �ears, the �°slla�� c�uncii shall se� forth time with6n wrhich appiication ��r buiiding permit on each phase shali be �I�d. If applicatians for building permits are not issued within these times the �pprova! shall terminate and be deemed null and void uniess such �:irne period 9s extended for onQ more year aniy by the village councii upon writte� request of the applic�nt, sUbrnitizu to the villagz, prior to expiration of the site plan." Th�e P&Z Bcard ��cc��rir��nci�d app;�vai �ftne subject ap�licaii�n �-G. fn cotn�iias�cG �vi�h SA�. ?�-334 (hjTime l;mff fvr a;,�a:ic�ti�� for buifcfing �e� rrif. the t�i�Z Board recommen�ed ii�e fc�I��wing �a�;ds�s; ■ Phase 1: Add±�ions i� EKist;r�g Str:��ture —;�ursery and dor�ritory (�ne VeGr to ap�t�y ft�r �uil�ling permitl. � phase 2: lV�w Cons�ruction — 2-S�ory f�ormitor��, a la4vn ar�a be#v�een �he %—stcry dormitory and exisfing buil�ir��, al! perim��s� ��i�sca�'sng (�hase 2�•ili be completed v�r�#;�iri f;ve ye�rs). � Rhase 3: �l��nr ��,n�tr�+c�ion — �c�;f�irrs 8-�-�-E- 1 S�csry �ormitories (Four du�i�x�s3 a�?d `�i�:e ��r�faker resi�e:��2 �Ph�s� 3,h�€il bQ c��;��eiQd �n;ithsn ten y��ars). �, S�'A�� B€E`�EE� i his development ap�iicat�o;� w�s reviewed by� the �evelopment Review �ornmi�IIe {l��C) �n�cluc�ing Plannina an�# ZQning. La�dsca�En�, Lew Enfer�emer}, Putilic 1Nor!cs an� =ire Safe�j. �t�'� ��c�9d�d �o�nrre�ats to the a�plicant, K�lease �e� at�ache� respn;�s� !ett°r. harr�ah's Nama mast_Er pla�� inclu�e� thre� (.sj phase� as fallows: p��. �- T�� €�?�� f.;��s€st= c�f ��° a�e�i�icrr of ��rrnit�ri�s ;:,�5� ;�. �r.j, a��# rii�rs�r�� 'a s��. ii.j �� h� ex6s�ing builaing; �ar3cit►g, �nti la�i�,scape. i f�is phase u+eill accomrno�atc � r�sides�ts>stGder�ts ��:ith � �i?iid; anc! 2-3 sia'f� merr�e� s duri�g the day. >,t nigt�t, �here will be a"housc ��th�r" wi�� v@li ��cup�� the farnily s�i��. Az buil�' (Phase If►i a!i 7ir� �`vr mitories tf�at vuere �art of P�aase 1�iil bECOme administraiive of�'ic�s, ; cl�ssror�ms and common a: eas. 2 ��p=�rtme►�t of Pla:ini�i¢ an!� Zu��g �tc part — Hanr�ai�'s Horne �fas.er� Si�e Pi�n A,pplicati�n PHASE II- This phase will include the following structures and improvements: � Building A- 2 Story Dormitory —10,000 sq. ft. -13 beds; Associated Parking; anal, Perimeter and Interior Landscaping PHASE III- This phase will include the following structures and improvements: Buildings B-C-D-E-1 Story Dormitories (4 Duplexes) — 2,146 sq. ft. each — total of 8 units — 8 beds; Chapel (348 sq ft.J; Caretaker residence (2,000 sq.ft.); and, Completion of all parking, infrastructure and /andscape site improvements. Once the project is compieted, Hannah's Home will have a total of 21 residents/students, 3 teachers, and 3 administrative staff members including care taker (build-out phase). Also, the proposed nurserv/dav care use is accessorv to the main use (boardin� schoolB. and so is not open to outside residents. The y�69o�or�g s�a�`j`�•eview a�r� ea`�alys6s �r�as &��ase�+ �� 6�ae6�d-o�e� �6�e�se (�6�ase o��J. ZONING REVIEW PFtOPOSED COMIViENTS a. �etbacks Front 25' Code: 25' Met Code Requirement. Rear 21' Code: 20' Ivlet Code Requirement. Side- West 8' Cocie: 7 Met Code Requirement. Side -East 40' Code: 7 Met Code Requ9rement. b. Fleight (6) 1- story buildir�gs C�de: 2 stories/30' (1) 2-story building �et Code R�quirement �. L�t ��s�er�g� 22.3% Cc�2: �,Pax. ;7% �et ��ae Requir�!�eni. d. �p�n Spa�e 47.9� C�cfe: Min. 3�90 Met Co�e t�P�uirement. �. �g�asl� �l��r �l�vat�c�ra �.U.�' ��cf�: �� rches above th? c�owr► of t��e �djacent Roadway. f. �ark�ng Per Off-Street Parking req�isemeni 5ectio� 78-�,"(i5 (3'L) " MiXeC{ 45�5 in tha case of mix�d ases �exciusive of shopp9ng centers} t�e tota{ requiremz�t �or Qffi-strEet parking shali be tF�e s�;rr of the t'E�illi r't3}�t1tS Oi't�'1Q VdCl03,lS l,RSps �Oti'l�;Lit24� �4.'l�3C��E�`p`�. T�? �arkir�g r¢quirement u%a CdlCU�:�T@r' 3;i fOIIOWS: Se�. 7�-; C�5 (i8l (d). °► anc� �a�,� �ar� c�n�e�: "T�sa ��r'cirg sp�ces per �hre� i�ach�r �s�� employees ncrmally en�aged in or abc�ut the buiiding or grounds, plus one off-street loading space per eight pupils". At buil� out, the �pplican"r is p� 3 teac�ers and 3 adminisirative ; staff. _ ` PARKING RECtUIRED: 4 spaces 3 �erari!�ient aT piann�n� a�uf Z�ninG- Sfa� Repori — Han��h's H3rn� ��±asief Si.a pla�� At�GiicaEion � Sec. 78-705 (11(a). Adult con�re�ate facilities: "Two spaces for each dwelling unit or equivalent". ' At build out, the applicant is proposing: 8 Units (4 duplex buildings) PARKING REQUIRED: 16 spaces Dormitory (A) 2 story building equivalent to 4 Units x 2 spaces (13 beds/3 beds per unit= 4 units) PARKING REQUIRED: S spaces Sec. 78-705 (81 (a). Dwellin�s. Sin�le-familv: "Two spaces per dwelling unit". The applicant is proposing a caretaker residence: PARKING REQUIRED: 2 spaces Total number of parking spaces required: 30 spaces—The applicant is providinp a tota/ of 35 spaces. �p��se¢➢ Ee�tpacv�� ate a�a¢0 �e�ce The suFiject application proposes an entrance fence and gate. Please notice that this can be buiit onlv after the Care Taker residence is in place. Villaqe Code Sec. 78-284. Walls and fences. Provides that "No waH or fence sha/l be permitted to extend forward of the adjacent or nearest portion the building�`ront". LAIVDSCAPE REVIEW The applicant met Code requirements. See attached letter by Mr. �teve Parker, ALSA, Viliage Landscape Consultan� FIRE SAFETY REVlEW Please see ��tached finai comments by Fire ChiefJames �Neinand. The applicantc complied �rrith requirernents, see attached appiicant response. PUB�IC \rdOP.KS t��IlE Pleas� se� �tta�:hed fir;�E ��:nm�nts F�y P��Er. Robert La�vsa;�, �c, Vi!lag� �'crss€.�!,€r� Er�ir.��. TRAFFlC FEV3ElN Th4 traffic anaiysis su�m9tted by the a�plicant was pr�pared by I`JlcMahen i ransportatio� En�ireers in 20� 1(see atta�i�er�). Paliz� i��ac:h �'c�u,�rt,� iss�re�' a Trqffc P�rf�,n�arlre Stcr��r��r,l (?",�Sj Rav��r� cr�;�rU��f �c�sea` �n 2� be�{s r�l fVlxy 19,. ��_'• �. i he sub;ect mas�e� si�e �I�n ap�li�ati�� i�cEud�s Z1 beds. Mrs. �laria Tejera, t��e Vi;lage's i raff�c cc�nsu!tant (MT� �rou�� rel�iYyveci �ri� g��eratic�n �•ate and cancl�aded that i#�� °traff;� irr��act �f ihe �ropase� d�veioprr�ent i� insignifica�;t in the adjacert roadvuay neiwork. Th�reiore, Yhe project �ee#s the requirement or' Palm Beach �o�!ntv Traf`ic �'e;�ar��,nce StUnt�ar�ls" (see aifiar_y�2t1 revie�,r,s le�ter). �Jili�g� ��a�F �car�s�.!Et�d �_v'sth Mr�. iVas��sc� 4i�fi, T�'S A�rrir�;sfr?�� f�°�� a>r:� �Q�f�s? ��i;�t�{ ;f th� ��;c3us3Y app rc��ed T�� r�y3ev.� �et�� is a��rEicabie to 21 �ae�s. �e ��rs3rme� �h� T�5 !�<<er 's5 s�f!� ��pE9tiabie ;see atiacn�d e- mailj. LAW EN�t3R�EMENT REVlEW _ Police Chie� Ch: 9stopher Elg requested a lightir,g site plan. The appiicant comp!ied w9th this requirement. � De�arime�Y of Piannirg ari� l�n��- Stc;fiiRepor�t — HannaE��'y ;�iome Masier Si�e Piar� n��iica�ion FI6VA&. 6tEflftlARKS m This development applicatiora met the requirements set on Section 78-334 IVotiee of Near9ng, The nc�tice of hearing was advertised �n Se�ternber 3Q, 201.3, ��'he applicant pr�vided color rende�ings and chip colors applicable to the sulaject master site plan application. � The P&Z Board recomrrrerded approv�l of the subject a�plication 4-0. In co�pliance with Sec, 7�- 334 (h) Time limit for application for building permit, the P&Z Board recommeraded the followang ph�ses: V�9��e 2�a Addations to Existing Structure � R�ursery and dormetorv (�ne vear to apply for b�auldAng p�rmit). �h�s� �: I�ew Construction — 2-Story Dormitory, a lav�n area between the 2—story dormi�ory and existing building, all qerimeter landscaping (Phase 2 wifl be completed within five years). PR��s� �: New Constractian — Buildings B-C-D-E- 1 Story Qormitori�s (4- Duplexes) ar�d the ca�etakee residence (Phase 3 will be completed wifhin �en years). c Vilf��e �taff recommends the fc!!owinp conditiens �f ap�r�val: - At buil� d�t phas�, F�annah's Horne will ha�e a tcata! �f 21 residerafs/studcr�ts, - Proposed nursery/day care use is accessory to the main use (boarding seho�l)o and not open to outside residents. o C�n�ic��ri��r th�t t�e sitc Q, ti?� sr.a�ij�ct a'p�licafioa� is fcacaf�t� �'djc�eent to Q.S�� S� i Co��t)r Li�e Rd., th.� forrner °'Raod �ro�eriy' ih�n c��s Pt�vP�'�s�1`rae�t�1 imppcts de�e io C��afa�r�f�c�'tion., Siaff .s�rc�n�ly �eccmre�ends rh.�f the sab;ecf applica'rfer� �esds t� prcavide an crp,�revai r�r mer�rsai �;��n� i�h� t�e,�arfn^r�n� �� Lravir�nrn��tae 1�C2.��U`'�:�5 6L'6�6�qger"67�i1f (Didill�l) WYIJY Ya f°cdYi�ice ��✓e��a,�t;��rt� �� i��is a��pprt� �f�� acr��F'c�e�r�rt of �h�:se l �o�sfs�ucri��a. , Th `v$ KE�S�:`� V1d�,e.°�� E��'�'��C�� 4,�� :�sa l�e��€�5, �i�P, �i�Ea � ��'t/v�-':f�� ;t.t-e,�... ��_.__._-�°_____._�.��> :� ��a��?i"!LCIL �Jf F'la^n1Y;� �'.'lk L�J�±t',.'�,- 5��; �� YL'(:?n;"i —;%'r ; s�; P��i�Sior cji� r�;�: �'.�;�?iir�i.i��Yi t?�i�? �'�= rC�. . �` � � ' i --\__� - �� ,.{y�� , �, �! - - --- - -. --- - \ ; � i - I �� . '..S .i:. �I t � r-_-, . � � ,��; , �: ,.� , �� s t., � - � ^ r - ,:: . . '�` �� ,�ie%.� I :�-� ��._ ��.;��3 - == i ".'tT . _..;:.- ��..s�' . ... . .. „ . I I ��f�N��' . . .. � i �x6s�i�ag S�r�!cture a� G��na�'s 6��rtvo� .a , a� r.::,. i � i .; � I ��as�cw� ��ru� �t; �� it�� e�°E"�6;'�[ ��:�ard€�^ ��E` �t"ae:'r.�' 'r-_ i ,,� '� r. �� ' ,-� i . _` � 1 �.c.- �., � 1� � �� .q� 1� r . -.:w N:F°�`. � I ��' � `1r� � � - ' 4 �` I F �� i �K .. ,��,._, F E��, �?'. i� .. + �r�r� � .y �' - - p� , ;,�. - : �;>- - :i � 3-..•-n - ,._: i � -- --- -- —_. _ � ~ 'f �-� � i}r� ri• tZ� i Fla;? !� �� - ?s':.'`f .�t.°.,t'JJ!'I -- � �0.'�1P ';'>>I�±cl;P� �I[P �t �1.t��,+�ir;!filCCl ��a. r.. r;t �' * n;r� Ics ZE'n��`g ',, � Burnsed, Joanne From: Bumsed, Joanne --�ent: Wednesday, September 18, 2013 3:48 PM }o: 'James ; 'juerges9@hotmait.com'; 'Stev ; 'E{izabeth Schauer ; 'Janet Strand'; 'Sebastian " Loaiza ; 'ashleyfsu@gmail.com' Cc: 'keithQcwd-legal.com'; 'Brandon Schaad' Subject: FW: revised plan / Hannah's Home median landscape Attachments: 2013_09_13_11 42_50.pdf; Hannah's Home Landscape Plan / Sheet SP-1 Attached is a revision to the Hannah's Home landscape pfan for your review and inciusion with your P&Z packet. I have aiso attached a copy of Sheet SP-1, highlighting the revised plan area. The plan revision was sent to Steve Parker, Parker Yannette Design Group, for review and his comment is as follows: e The new pian looks o.k. My only suggestion is to have them specify the size of the Cabada Palms, preferably fairly mature, to replace the Ficus trees. Thank you. loanne Joanne M. Burnsed Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 � ' �61) 768-0456 i Frotn: 7ames [mailto,_;james hl�lanning �e�t: Wednesday, September i8, 2fli� �:35 P� T�n Bur�sed, Joan��e �ub�e�t: FW: revisad pl�n Please see rev:sed plan. Than1<s = James G. Nackett N&L Planning and Develap�r�ent Consultants 612 N. Oran�e Ave. Suite A14 1u�iter, FL 33458 �P�561.�22.9284 (��)561.34i�.G�19 � �ror�+: Han�ah`s Home of S FL [rnailto;hhsf hannahshoPr:esf.ora] Ser�t. Friday, Sept�mber f3, 20i? 1i:44 Ah1 i: iames hiplanning.net - ..�ibject: revised pfan i . � '• '� ".+r " �� ' - ,r�"�� ..: ' .,�'� � ��; � d� ��;�j�� ,� �� ati�� -�' PA��':��;Y�TTE F ,- F .� � . j .;: .. ,_ . �r,r��,;i: : �: �e� - '.:. . . ' . .. , . . �>� <,,;. � • � �IIp� fnc� ��: 4�? �S.F � e.7' `N'^!rc. . . . ^i . . �� s ��.� • 1`+.i?;.lg� ;.:,�..;,., .� . . . �:r:Z ; .tsu''uiii��;•� �feniJl'r:�°',i`�� f',..i�.`h.. �,�i'F� .�. � �� r�w�-��:�:, �,�;,� _ . MEMO�RAN .. .. -- ..r�.. ,_;�:�.�,�� . T0: Nilsa Zaca�rias,.AIGP � � Vi of Tequesta FROM: Stephen J. Parker, ASLA ' . . ��d�� DATE: September 5, 2013 � � RE: Hannah's Home of Soutli Florida � � I have reyiewed the landscape plans for H.annah's Home oi South Florida, as # prepa�ed by� L'itterick Landscape Archifecture, date�l 8%29/13, and find ail of the pre�riaus camments ha�e been addressed and the landsc��e code requirements � hav� been .rt�et. , Pleas� �;�r�Rc�. i? �ait� a�y q�.��stians. LANDS�'APE ARCHITECTURE � PLANNING � GRAPHICS 8Z5 Sc�uth tJ.S. Hi�hway G:ie Suitc 330 Jupiter, Flar:d� 33�-'.77 Sh1;74,�5a6S� Lic. #LC-OOOi?��7 Zacarias, Nilsa f�bject: FW: HANNAH'S HOME RESUBMITTAL —__� ; . From: ]ames [mailto:iames a h_Iplanning.netl Setrt: Thursday, September O5, 2013 9:49 AM To: Zacarias, Nilsa; Weinand, ]ames Subject: RE: HANNAH'S HOME RESUBMITTAL Please note that all new building will be equipped with fire sprinklers in accordance with N.F.P.A 13. Not just the two story building. Additionally, you will see this requirement met upon submittal for future building permit drawings. I will respond additionally in my response letter. Thank yeu! James G. Hackett H&L Planning and Developme�t Consultants 612 N. Orange Ave. Suite A14 Jupiter, F133455 (P)5fi1Z22.9284 , �)561.348.9491 ,,� =°�---- Original message -------- Subject: RE: HANNAH'S HOME RESUBMI'TTAL' From: "�TVeinar3d, James° <�weinandna tequesta.or�> To: "�acarias, IVils�." <:�zacarias�7a.tequesta.ar�> �C: RE: �iA�NA�If'� �I4ME RESUBMITTAL 'E` ie ��rsi c��¢��i�� a��az Fir� S�ririkle� �;s a c:,.�z��in far m�. a�i�� u��a ��.�� t�� !� bui�d�u� ��ill �e �gc��p��d �i�1� �'gr� sp�rn��rs � ac�m�-c�ance �v�t� I�a�'�F.�. ��. �`��t J��st *�.e �`�G �tory buildings. Z.rief ��%sina!3.d _____C�1��i��1 Il�essage___n_ F��m: Z�.car�.a.s, I�Til�a S�nt: W e�a�es��;�, Se�ite�iber G�, 201_ 3 3: �9 PM �'c�: �1�:nand, 3ames �ul'2j�c�: i-L'�l`v�1��'S H�►'�/[E �tESU�I':/;ITTA.L �`:r�,ae�� '�asd seL uitache� resp�ns:s t� your �R� �o�nrr�ent3. �lea�e Iet me kn��v if t�ey �y in compliance witil y��u � '�hank }J�ur Niisa ; i e � �_�' �:� � �1RCADIS ��} „��.s��. In{rastructure � Water• Envimnment• Builda►gs 2�8� y�ta pa�way ' Su�e 905 K�es! Paim Baaeh Nilsa Z�ac;arias� AICP — D� �� t of Tequesta rei ss: se� �oao V�tage Faxse� �r�� Dep�runer�t o# Community Devetopment �,�,,,,,�,,, 345 Teq�.sfia Drive Tequest�. Florida 334� ��as�ucruae s� F�nnah's Hon� of South Florida Dea� Ms. Zacarias: �: Sepfember i2, 2013 Please be advis� that the pnoJect engineer for the abave referenced prole.ct has a�idre�ed aar ir�ral cammeMs through submittal of ansu�reES to air qu�tions ac�d � mod�d drafn�e c�wlabons. A review of his respor�es and c�CUlafions has b�n Robert Lawson� P.E. c�an�! and the �� ns remain to be addressed � tc �al approval by Coundl. �: 6�'f-7002 Direct ,,_ � 1. Rev�ed dr�in�e caicui�tio�s m�t Vlilag� code. We are �aitin9 submit�aE c .� i: _� of r�ev�l plans based �n th� new calc�la#i�or�s and provided the flnal pians rlauu�on�arcad�s-us.com matcF� the calculafions, the project's drainage design vw'�I ��bie. Outre� 2. The project ert�6r�er �s awaiting cesu�s fratn fire #lo�vv tesfing ort ad,�a�cer�t RF00�1 t16 hydrants to assure ##�at ,�e �00� G�E►� fs� f�+ requirement witf 6� avallable � using his subml��d si�sd��. ��a�ld� �s�s��e ��n�er� 3. 1t iS Ot��' tlrldef5�'dCld'id�� iat #h1G p«f �t g� tg€n�' iS V'�Pki�� With di'ilag4 �t�6 ��}bi��rar��tg t� d�atter►nir�e whether �lonries� vu��r fai �,e �ia�iQlt� shauld be �et��d +asmg 7�a7 a mast�r metsr �r by �nd�vida�aE bu9l�ing r�e#�rs. �`� ��5s4 P9eas� feel fr�e �o cantac� r�e �h�t�Id y�� nee� �� ad��#ic�taE i��rrr�ation. �'�'�'��g ��i�62 �'1R � d$�� ., �li�. • P ' . _ � - "� ��}� � . �SFISt?t� �_�. �or P�aj�t Ula��ger Ca `Torn �ns�n imag�n� t�� es�� c:�rc;�'unlr' preje� 1teG.��ihGnriah`� hams P,t £- �2-18.d9cx Zacarias, Nilsa - � m; Masoud Atefi [MAtefi�pbcgov.org] �nt: Thu�sday, September 05, 2013 9:07 AM -��; Zacarias, Niisa `;ibject: RE: �Ilage of Tequesta-Hannah's Home TPS I do agree — the impact would be insignificant. Normally, a new TPS letter would be required for ALL approved projects with revised development plans. However, for this particular case with a valid build-out (2014), I do agree the revised plan (21 Beds) stiil meets the TPS requirements af Palm Beach County. Best Wishes Masoud Atefi msce TPS Administrator — Traffic Engineering. From: Zacarias, Nilsa [maiito:nzacariasCalteyuesta.orql Sent; Wednesday, Se�ember 04, 2013 5:15 PM To: Masoud Atefi Subject: �Ilage of Tequesta-Hann�h's Home TPS Good afternoon Masoud, Please see attached. TPS appmval for 20 beds issued in 2011 regarding Hannahs Home Iocated on County Line P.d in Tequesta. The original traffic analysis was condueted by McMahan (see attached). - �1 T ��cently, the applicant submitted this 'TPS review although the pr�ject has actually 21 beds. The Village's `` �-�,,�fic consultant (MTP Group) review trip generation rate (please see attached review} an�. concluded that the "traffic impact of thz praposed developmenfi is insigni�ica.nt in tbe adjacent rvadway net�vcrk. Th�refare, the project meet� the requirem�nt of Patm Bea.ch County Traf .fic Perfomlanee Standards". Piease I��ll a�pred�a#e if y�c; ca.r� .,��u �anf�rm rhat the TP� review is app?ic�.ble tc� 2� bed�, ��.d in agreement Fvith Pa1_m �each �c�� t�da�.�s. If yot� need tr� con�a.ct m�, m5� cell nu�:l�er zs ��-�'5�--2�52. Thank you, IVilsa Ni�s�. Zacarias A,I�P PIa,��ning �c? Z�n%�g ►�irect�r � �Tiilag� of i e��zes�a Fhone: 55�.7��.�457 E�mai!: nz�car�as�a�tequesta.orQ T�'W W.tB�U�S#a.fll� Thi� em�;! fc�r pma:i fhrPaiS ar�d deNvered safa�y �y PJ��m�r.Gsfi.K__ _,� For �:�re ;��#:�rrr;ati�� cr�S�' L�iSif 's1�t�::lUI�JUK.CT?In18C;��T.CJI� .__ _:ier Fiorida law, e-mail addresses �re �Sublic records. !f you do not want your e-maii addrsss released in response to a pubiic records request, �o not send eiectronic i�naii to this enfitv. Instea�, cantactthi� aific� �y pnone or in wri:irg. 1 MTP Group� /nc. _ ". �� 8401 Lake Worth Raad, Saite 231 Lake Worth, Florida 33467 Phone: (569J 795-0678 Te/efax: (561) 795-0230 - �, i MEMORANDUM To: Nilsa Zacarias, AICP Community Development Director - Vill&ge of Tequesta From: Maria M. Tejera, P.E. .�, �� ' /� Date: August 23, 2013 Su6ject: Hanna's Home � Per your request, we have reviewed t�e iollowing documents reg�rding the proposed Hannah's Home: 1. Traffic Analysis prepared b� McMahon Assoeiates dated April I5, 2011; 2. Application for Site Plan Review; and 3. Site Pian dated 3/08/2013. The proposed Nannah's Home is a redevelopmertt pr� whioh is used to provide room and boar�i for expectant mothers. Currently t1�e j�rQject provitles �m.airr� bQai�tl for 5 mothers (5 beds�. AccQrrling to the � traffic study, at buildout the project wi'11 pr..avide rt�om ai�d baa�i �for 2Q trrotliers (ZO beds). 't'his pr.operty is located on #he south side of Oounty Liine Road 6etv�. en A�ternate A I A and Riverside Drive, in the Vi�lage of � T�questa. � ; Based on the inforrrtation included in #he Srte Plan, the follawing uses were identified: • Building t� - I3 heds a 8uit�in�� , C, �, atind E�- iiupiex with one be� pe� a;�it = 8�e�s • C�rre t�ksrc ,esAdence � 1 �welf:ng uni� ��ch�a�L`y�minis�ati�� -- 3 teache`rs and 3 a.diriiiiistrat:s�e �ssisgaris TI�� ra�c study �rovided by ftie a�piicant evaivates tcat�e uat��:et �f 24 �eds. Hawev�r �s �resented �bove, the d�Vz€+��rnent �ot�sists of 21 beds �as As�sisted Living F'acaiity?, l siiigie-fami.{p• dweiting unit, and � s�:hac�d%a�minis�3�.tiar� f�cilities, iri� ge�erazio�a ��th� �ro�os�a �dv��pi:�ei7� a� �rF�e€�*ed ia #ne site �;an is i:�ciudec in `I'ab�� 1 wt�i�e TahP� 2 cc�n�a.ins the trip g�ner�.ti€in rates. T�BrE 7 TrIG Generation ....,,::�, _. . _ ... ...:...: . .. .....-....___..... - - --- - ._..,• :._a:.._. ... ... -:. :;:...: .._ _ � _ - - - , ...: _: <:�,: : ... _ : .... ....... .... . . ..._. _ ..:. . . -...:... . .. .; __. - :i� : ::;.$ - r eeE4H�'-:'' ':ii�a �i � �T.�1��=�=s•.:;` �'fL�tltFtl7sG: - �A1ttWItlEc �'' '•"•i;*'�'. '•�n�:i.r �:r.:'. c„� - - `x1"" ci�: _ =:1;�. :.�2� �'•�:i' •,i4.k�ii: � i` ��?��';, :' - , ...... _ . , .:.. ....�:::: —.._.......,,�:F.:�� 'r.._�...�. . ,... .. . . . ...:-,::_nec:. _._ ::..:..s, V:,•J: ;Fi-. . a:� ;! _ ? t9?:.. •��e�; "ea. ... . .. � . I_ ..... _� � � �.., .....:.:.:...r�_... �_=': _ ..` . .r. :t:: .. .::•.� ,YfO�oSC'_,:5 S � t Assisteu itMng Faeifity 23 5s � 3 � 2 t f 5 � 3 2 Stngle-!=arst!ly Ras!tlenf�at � 1 5� 4 1 e S 7 � d 3 � i"�tae N'rC�+o£ed � tGS� 7_� �--�----� 92 � 7 5� � ��"�� cxyfine � � ! Assi�ted iiuing FaaitAy 5 13 t � � . � � r�jc 9,3 6 2 +f !f B 5 , 5�decenpent Variahie: Assisted Civing Facsty -ALF: �ds � i S�n81e Fam1y RzsldenUal: Dweifing Unils `' t•IUserslNarialDocumenLslmtplHsnnan's Place.rti . � Nifsa Zacar•ias, A1CP � August 23, 2013 Hannah's Place Page 2 of 2 l 1 TABLE2 Trtp Generatian'imtes �-� ..:... .:.. - — _ _ ... . . .it, ��,�.. •:..::::�..::�,�-� r �.� . ..... ... . .. ... . .. p � y : _ �. .. ... ' !:��mf'i' � ' . �i-�:y Ci3e i"' �-� "�i . ' .-..: '.�. • �.� .� � � . : a:a�:t�: . : . �-� _ - t�;' : �" c .. _ .. . � :�_, . :. .. . . • - . : . . .. .. :.. � � .. _,:; - ..::, .. ..,�. ...: ± : , . •� :�:: : =,.. . ... � ...... . . .. ...g,�,�_ w -�,., •:z. , � ;� �:� :�: � . ,..� . • .•• • ••� : :?:..:: ,. ...:. ,... . ..:._.; . . .,: . . �r�.. .. . _,.. � . ... ass�ieauvm��auuy-n� zsa 26e o:�a is� � on srx � Sh19�a F�Y RCSlde�l Z90 70 D.75 25'S6 �6",6 ' 6396 3746 ' LnC�=0.90Ln(rz)+0.61 Imtes based an PalmBaach �unty Ttip Gerieralion Rates tatiie tkk�l3eptmrber 1, 2011 . It friust be nated that �he sclaooUadministration facility has been assumed as aecessoty to the main use of the property.• provide room a�d board for expectant mothers. Traffic impact of the proposed development is insigni�cant in the adJace��t roadway natwod:. Therefo:e, the project meets the requirements of Palm Beach County Ti�qj�ic Perfarmcnrce,fitandards. piease address the followin�g comments: s Are outside stude�s expected ta attend #he fa.cility? • Clarify the use of the "covered drop-o�f" area: `Fhis is usual{y included 'm day care facilities to faeili#ate drep-affand pick ap. . jt appesrs the aumber of parlting spaces provided is in ex�cess of that required by *1�e Village. Can ��: the applicant provide more green space instead of parking? Should yau have any ques�ans, �lease do not hesitate to coritae� me. . ��`- ' ,� � _.! i4 � f • ' • �ZORT9�' Niay 19, 2011 Departnne�t o+F Bngineering and Pablic iNorks Ms. Catherine Harding P.O. Box 21229 Director of Community Development West Palm Beach, FL 33416-1229 Village of Te�questa (561) 68d-4000 345 Tequesta Drive Tequesta, FL 33469 Fr1X: (561) 684-4050 wwwpbcgov.com RE: Hannah's Home Project #:190419 TRAFFIC PERFORAAANCE SYANDARDS REVIEII� ■ Dear Ms. Harding: . The Palm Beach Counfy Traffic Division has reviewed the tra�c s�udy for �he proposed ��+�� expansion project enti�ed Hannah's Home, pursuant to the Traffic Performance �� ' Standards in Article 12 of the Palm Beach County Land Development Code. The project ��On� is summarized as follows: Karen T. Mazcus ct►air L�c��n: South side of Counfy Line Road, west of Old Dixie Hwy. -; Shelley Vana vi�e cr�� AAunieipality: Village of Tequesta PCN #e 6Q-42-40.25-00-000-1190. Paulette Burdick ��png t�ses: Assisted Living Faclity w 5 Beds 5teven L. Abrams hlew �a�oPesaO: Assisfed L�ving F'aciiity w 2Q Be.�s New �iaily Tr�pse 35 Burt Aaronson }�e�r pH Zrips; 2 AM and 5 PM ,��s R. 5antamaria $��d�� Year En� 2074 rri5cilla A. '!�r�lo; � �� an c��r Yevi�+��, �he Tra�€i� �3visior� has det�ct�Er�ed t�?a� tFe b; o�as�� xpa�isi�n �r�j�cY r�eet� t�ie'�ra�c Perf�rmance �#an�a�i� of ��im E��c�: ��anty. �� uilding per��i#s are t� �p i�sued by the �lilia�e, after ihe buif�-QUt d�te specifi�� b�ve. �°he Cauh#y trafi�c ��n�urrency appidva� is s�bjec�b the i�to;e�# �ggre�atio�t Rules se: �Orth in #he � ra�c �er��srm�nce Standaras �trJina�ae. �o�� .�� i3' �i�u h�V� �I`fy �L�EStiofi�5 Fe��i'd'In� this �eter�;in�fia�:, nl�� cortact mA �t +$a-��30 �r Rober LVeismar� G- r��f �?e �t matefi .�bcg�v ul(l�. f@�y, �, ,•'` ; �-. �--� �'� .�� . �-� . : , i ��s�;�,a A��;� = i '`>,�� r ��Ei'�tf'slStCr��'Gi,.,:��tJ!':iC;�!��iil�� ° ;'�8i'�!C Eit�li��dl�111C� �I�f!clCii I .,..�' I �r�:S� ec; Pl�taila'fl�a�s Lercari, PE., Mc Mahon Associates, irc, I FiI�: Generai - TF'S - Mur - Traffic 3ti:dy �EV�arvs ? PJ:\TRAFFIG1rraWdminWpprovals�ZOi 1111�41�.doc __ � ;4rEqualOpporhmi.ry I ii! rmvtive Action dhrptoyer• La� 7:inte�?on :ecvcEe� aaoer - � McMAHON ASS(7ClATES INC. � �� 55U0 Village Boulevard I Suite iO3 I West Palm 6each, FL 33407 p 561 •840-8650 I f 561-840-8590 • • • • www.mcmtrans.com - PRLNCIPALS ; Joseph W, MWlahan, P.E. Joseph J. DeSantis, P,E., PTOE April Z5, 2011 �onn s. �+a�ma William T. Steffens CaSeyA. Moore, P.E. Gary R. McNau�hton, P.E., PTOE ASSOCfATES � �_��.�. � John J. Mitchell, P.E. Christopher J• Williams, P.E. John F. Yacapsin, P.E. Mr. James G. Hackett 612 N. Orange Avenue, �uite A1 jupiter, PL 3345s liE: gIa�enal�'s fflo�e Traffis �nalysis Idg�i�ham Fro�ect Iiim. L1129.3.OP Dear Mr. Hackett: McMahan As�sociate,s, Inc. (McMahon) has completed a traffic anatysis for the redevelopment of a parcel of land located on i�he south side of Crnmiy Line Road between Attexrrative AlA and Rivexside Drive, in the V'illage of Tequesta. The Palm Beach Cauntp Property Appraiser ideirt�ies the site with parcel co�.trol number (1'Cl� 6Q-�2-4(j-25-00-000-1190. The exisfiing land use ior the sii�e -inetudes a single-•fan�ly h�m� v�lsich is being used to prc�vi�e room. and. board f�r ��ctant mo#l�rs. ThP proposed devela�n2ent wil� inciude i�.ie relocation of the caretakexs° re�ade�.ce, four (4) additional dormitory resi�tenees and a buil.ding for educationall�►�g p�'oses. Access to the site is currently being grovided vxa a single driveway eonnection to Coux�t,� � 1�a�. No addrtional access coa�.ection. �s be�rag pr�p€�sed.. The site location is graphically de�picfe� in �i�e �.. The iraff'ac i�pacts t�f �h.e grc��c�spd �e��elcpnaen# �,a•re been evaluat�s� in. accordar�.c� �t� �stic�e �2 of the Palm Seach �at�i.;r Trr�ti� Pe��►r��c� S#anr,i�rcls �`�7.'S�. ��e�t'�� e��a�a�� aeai.ysa� Usin� tr�.p �enexatien infor�na�eor� obf.�in�d f.ro� Palm Be�c��: �C�r�rLy, dat�si ��b�uar;� 2011, tr�p ��iz-��=� ��ai�� - �T�re d�ir�3.c�p�d f�r �� xis�g a�td ��r�po€�d l�n� 3��s. �i�se� � cu4x�nation w��.� �fa��sa� �#��a �a�: �'�n ��ch �o�r�.ty '�raf�.c �n.gin.e�rzt��; '�iv�'r��, �1�� cost a��rvp�ia�e �and us� €cr esEa�.�.i�� i�i� gen�ra�on for bo�h fihe exisfing ar�d �ro�ose� d�vel��x-�� as determ�ne� �o a� A�s�t�d ��g Fa�'�t�T. Th� trip generation far a��i�t�ed liv°;�; faca�ifi�G i� ba�ed an the nlamber of ava€��b�.� �eds. The ��i�g devel��mPat�: prrn�aac�� five �� eds for tr%� ��nera�.� purposes. '�he p:��nosed d�ve�.c�p�ex�t will provisle,Zt� -b�d�. '�e �?� g�r��x�iio� x�a�.�s, ��zed �t �'a'�� , �-�dieaf�s th�� th.� ��s�d ��ve�op�ment is �x�ectv� �� :r�� y ��3, �i��ee E3) �.� ��. �� Yxi��s, �-�:� �� l �;t�i �e� �:c��r. t�t� �rs.�s. �urther, the �rrigs g�n�s�a�ed �y �.� pm�os�er� e�ses ar� araiictpa�ed �a r��r�t �� ne� �cr�a5e of 35 dail;r �p�, �,, (�) � pea� h4u: �:'sps, artd �.ve (5) I'M pe�lc hour t�:ips, yv�:�: e�mr�rea to the irf�s �enera�ted by tr.e existing tase for the site. � Corporate Headquarters: Fort 4Vashingtan, Pennsylv�nia Serving the East Coast from 1 i offices ihroughaui tdew �ngtar,d, the �tid-At�ani�::> a^d itcrida `� � N� � � Q' "�! . �� . ..t, � � A Q � � 0 a� � � Marlin Countq a _ a � � � � Cou�ty'Line Road Palm Beach County SI'1'E _ . Te��sta �r � _ � �� Si�e Locatio� �lap �� li��a��'� 1°l�� °�°r�� °1�� , , ... . . _ Ilillage of Teque.�ta, FL ;' raa�.c � ' �_ 'CCLII' GENLIitATlON /lNALYSIS 1{AIVNAH'S C-iC)R�G TRAFFIC ANALYSIS —�X ' Paa7ity 254 T=2.37'(!� 5 B�s 5096 /�96 6 6 12 096 0 6 6 12 Sab-Totak 6 6 72 O 6 6 f2 • z�y 2s4 T=z.�r� �o seas sas� i� z� a� � o% o z� a�� sab-Taai: ?� ?3 47 0 24 Z3 47 .......,. . .,,,,. ... :. :. .....:..... :,:tis':+ ."� p;}xr �.�'.�iii c:> :,4x�f:4t.'.. ..�fff; a��. : . . ... . . .. -. :, " : . . �. ::•.':� .i . `:'':N� �e , , .. . � .: . .: : . ' ti� :.,�.'�:�: �.s�. ; � �� ',,17:; `�;'�:::�: . � • p� P�kHaae Lavu�gF ' 254 T=0.17*(Xj 5 Beds 7396 / 27% 1 D 1 096 0 1 0 1 � 1 p 1 0 1 0 1 ,Asms6edL5vingFadlity 254 T=Q17*(X� 20Beds 7396 / 27� 2 1 3 0% 0 2 1 3 Sub-TaWI: 3 1 3 0 2 2 3 , ..`. . . , ....,.._�..... ::� •... :v= . . .. .. ... ...: -- R•`i'[t,=: :e?>"• .: . . ..... . ..... . _ , ... . . . . • . ;...;- ,:.;, ::r7: uvy:t�*9 � . .� '.72 ��.�. .'�: •; _;:t1i�<.D•.�e ..x . � �::�..� ; :_� . ;;r. .,� - :.1.` �.� P14i Peak Iimar a � stim . i sisted Living T'a61ii�� 254 T= J.Z4`;X} 5 Eeds 32�� /�°!� 1 0 1 Or/a 0 i� 0 I Snb-Tota7: 1 0 1 d 1 � 2 a e� ,ts��s:et3lSvng �a�vzty 25�� T_ a.''...�"{'� ZO L��s Kv'Is !?&°l0 3 3 b 0°�o Q :i • � b �� s 3 S S 6 3 � a N�z! DPffe�tence . - • 2 . ': ,, 3 5 . ° � r 3 . 5 �i9tE61 (1} -1tip C-enP.ratian �vas based on Febrna�rT 2, 20 �'c1 PGiiti BPdCId L'OitR6f TTljt GP.71CRiECOK FQ�CS . F:�Fl�i12i3i'� hznraif'sidcme.?f21?;� �F1T:zFcfJfa!i'�isl.��ziys?sTapl�s Mr. James G. Hackett � Apri115, 2011 ; Page 4 1'r�j�ct T�ap I3is#�ibution Asealysis The distribution of site-g�n�arated traffic omo the surrounding roadw�y network was determined based on the land use and exis�in.g travel patterr.s. The resul.fing distc�bution is illustrated on F�igure Z. As shown on Figur� 2, 80 peroent of projecE traffic is destined to and from the east alon,g County Line Road and 20 percent of project tr�fic is desti*ted to and from fhe west along Counfiy Line Road. Radius of Ia�fluence The proposed development wiil have a radius of influence of fhe direcEly accessed 2ink, County Line Road, based on the TPS requiremernts as defined in Article T 2 of i�ie Unised Land Development Code. 'a'est (Dne — Pagt �: Iastersecti� A�alpsis No roadway segments were determined F.o be signi�iczn,t witivn i3ie radius of in€Lnence. There�ore� no interGectian analysis was pQrformed. The proposed development sati�.Ces Test One, Part One of the Palm Beach County TPS. Te�t Oaae — Pax�t Tw�. Roac�way g,uoks Significance was determined for all niajor roadways within the project radius af influence. For fihose roadways deter�nined to be significant, link and/or intersection capaaty anal.pses were performed.. , _' ,, For liriks where the pr�ect traffic is expected �to be five (5) per..ent or �er�re af #3�.e L,�vel of Servf.ce (LUS) D roadwap link capaci.ty threshold for I 95, and one (1) percent or mcre of the LOS D madwa;� link capaci.�r #hreshuld for all ether road�vays, the .pmje�E will be considere� si��nt an that link. 'I'able � and �'abi� 3 s�umze�,ariz� the significanee analysis far t�.ie ro�dway di�-�s v�it�iin the radius of �.uence f�r the AA� and �'M peak hours, respectively. Re��lts of the ax�alpses iridicabe �hafi th� project k�ips ��i� zi�rt �e �i��ica�it on �ny rQac�way seg�emt durirtg A1'� pr Pll�I peak h��r con�ii�vns. Ti�.er�fc�rc�s th� prQ��se� d��.a��r.�.t �.tis��.�s Test �ie� Pa�t T�a o� �.'�R ��. �e�cit �r�un�;�'tl�S. `I'es�'��€� — �ase �'��,r �ae�grsas T�s� '�ws� cvr.sfr�ers the �.v� y�eax ar�aly�as> SignificarCe was c�ete�ece ¢�r all as��jor road�vays �cvi`��in �e �a�j�..-� ;��a�s.4 a� �. Fa: t�?��e ra�r�w�ys d�terr�r��d #� �e s��t, �-�.� a�c�/�x inters�ci��n capaci�r �-�aly�e� v+rer� �e�#�r��e�[ in accorda�c� ti+r��.��.cle iw. ihe L�� stan��r� f�r Tes� T�a� �s �.a�'�. For links �he�e the gx�ject tr�c ��. �e 'rive {5) perce��t or m�re a� the L£3S � r�ad�ra� �i�1c ca��ci�y threshoid fcr T 9� and #�ree i3) p�r��r€.� �� aore �si the L-C)S E raa��:.�y �€ ��it,� :�r�g�� s�►� �. ��tex r��dvvays, �he �xaje�t c��-�L �e ��s�s��rQd �i�n.i�ca��. �n that :�i�. '�'a�X� � a.�Ea �`��ie � s�nzm�.�z¢ �E s3g�fi.�a��.�e ar�I;�sis �ur �4.►`�i a.�.d �'M p�ak �-s�urs, res�e��.�el'�. ��s��1� �f �� a<��;�� e�i�a#� f.h�t ��C� ��e� ��.�� ;,i�? az�t �� gn?��n� t,n a�n_yr rQadLv�e� �€=��:�� s��rirz� �i� �:a• �A� �� ha�x c�ndi�.r�n.�. Tin�xe��rP, �e �=Q�os�d �.evg��en� sa�isiies Tesc'Twa of the Falm Seach �ounsy TPS. � __, AITS O � t� � �� p Q a� � o aa a 2Q% �0% Martut Couniy �� County Li�e Road Palm Beach County STTE � '�e��.��t� �r r �e��d : fC�la �x��je�t �istx��,uii.�n � � ��.�,�- �� s v_ � • 14.�� Prmj�� Aistribution � �". . , � �la��°� Ho�� '�� n�i�� . . . d . . o -- Village of Tequesta, FL -- ,.� �a '� r'#�d' �.� � �, �:�y �'b.��AeG �a��T�'c �j�,fxdC E��fliLC'3'FON STi�1diI�ECr'�N�� AIV. -'II'�5�' 2 r�r's;\iPd.L'�I�'9 kf.C3M1L�'Il'IiA1�F1C AN?�L�r'SQS Cc�wnty t3ne Road Itiverside Urive Proje�t gxte ��0�� 1L 880 20°/a IN 0 0.00°Yo No _ WesFbound. iL 880 2046 pUT p p,ppg5 p� Cuunty T.ine Road PrUfect Site [7Id Di:de Hi�hway &asti�ound 1L Sd0 8056 OLTT 1 0.11°.L No Westbosmd. 1L 880 80% IN 1 O.Z396 No F:1�FL111213011 liann�i�'� Fiun�ei112i8id1_QP1Trsnc knaiyslslAnalysls Tabies . � r� ,,.,� ...., �..✓ ' . . ' � Q '�i �.. �.j � ti �+•s �':3%a�C �Cl�x;�'� �'�,r-'� �4 F��t�t�C:�'E��1 SgG1VgF��C4I<iC� �NA,L�f��S - "d'�ST � � ��C}D/i]E'�'1R.^�$�gC �'►1li1'��.YStS Coi�nty Gine itaad �`ctv�sirle lf7rive ProjecE Si*'s Bu�e tLho;n�td 7.L 88U 20% IN 0 0.0046 No � W � Westbo�anrd 1L SBO 20°Yo OLTP 1 0.11°l6 8�s�av,nd �,L. No Covnty T ine Road Project Site �Jld �LL�le Ti'igicway� . 890 . 80% OUT 2 0.23°� No 1M1lestl�autui 1L 88U 80% IN 2 0.23% No F:1FL117219M_Manneh`aliatne\Si?13Ni OPCtYa[}1c, qi�sly:sislP�glysieTauies �....��,. , , e _ �'�i�� , •�� .^-.i�%� i'�i�a�4 ��E;�'t ��,��4 �Z3t��"��i'+1 4'slGl'ddFdCA1VCE AN4I.�r'��5 - �'�S�' 2 T' �OA/%E �'14rA��iC r'�lti]E1g.Y��S County � Raad R3verside Dtive Pnajer:t.5lie �sthound iT.� 80Q 20% IN U O.OD46 No _'-- � _' Westb�vAd 1L 880 20'fb OUT 0 0.00°�5 F.a�ffiounri IL No Cotiutty Line Road Projece Sice S31d T3ixis Tiig;hwa� 880 804L OUT 1 0.114fi No We�thrnutd 1L 880 80°� IN 1 0.11°.5 No F:1FU74213N�,,,Hannat}°s Home\1iz13M_OP1TrafflcAnalgslslNnalysOs Tahles . ,,,_.. - : , . �,� � �.., � _._� . . 'i'!��3F�� 5 e';:� 'srd_.��< ��.;r, �L�i��; �3��EC'�H�i°�i S3�]VIFIC�i�IC� AnJR�.tid�i� - �'�ES�' � �;*��3NH.�-g'� � 1�'E�AF�!'� l�P Count3� Line IToad I�iverei@�: *�*L�re Finject Site Sas�bound 1L 880 20% IN 0 0.00% No -- _____-- � `_. Westhotu�d 1L 880 20% OVF 1 0.11% No County Line Road Praje4�F Site Old F3isde I-iighway Sastbrn.uid 1L 88Q 80'f6 OUT 2 0.23°� No Westhouxui 1L 880 8D°� IN 2 0 �,� No F:1FL111213M_Hennah'� Nomel7 �l273tJ1 OP1Trattla AnatyslslAnailrsls Tables Mr. james G. Hackett April 15, 2011 1 Page 10 , ; �ri�ewag Anal�i� PaIm Se�ch County requires that all peak hour, turning movement volumes, including pass-by irips, are analpzed for all locaiions where the projecE ixaf�c meets the ProjeciE Accessed Links to determine whether or not exclusive left or right turn lanes are required as a result of the pmposed develapmQnt. Hannah's Home is served by one �1) driveway connectian along County Line Road. The drivevvay volumes are shown on Figare 3. Sased on the anticipated clriveway volumes, no turn lanes are required at fihe s�rivev��ay connection. Theref+�r� fhe �rroposed driveway meets the requirements of Part 300, Driveur�ys and Other Turnouts, Palm Beaeh County Land Development Design 3tandards Manual. Concl�si� McMahon has analyzed the pot�niial traffic impacts associated with ;he proposed development of Hannah's Home. The exisizng land use for the site inchzdes a single-family home, which is being �.zssed to pravide room and board for expectant nzc�thers. The pmposed development will include fhe relocation of the caretakers' residence, faur (4) ad.ditional daxmitory resitlences and a building for educational/training P�rPoses . The analysi� indicat�es that this project meets all of the i�,.st requirements of the Palm Beach County TPS. �, Yteview of fhe drivev,*ay aonnections alsa indicaies that the proposed expansion �eets the requirem�ts of Part 3�, Lirivezaays and �ther Turn�uts, Pa�m Beach County Land Development Design Standards Manual. \ � �� County Line Road � ��% (2) [2] ��a)�� :�;: :� �:�: :'�'�':.=:: . �.�� :��.'. .•.:.:.' :��: ;�: :,!�;_ :�.. : ' :,, •�,�,.,:. . � . �� ......... •��. .�' �,a...__ � ' � .� �� i i w ! e I'rojecEL3li.Ve��;� �'�/c� �� is�i�u�a:� t ��/�� tbo�.�x�. flisfrbu�on � �} .A�Iti/d PeaTc F�ovr I'rips � ?Pvi ��k I-��ur ?'ri�:5 a�r�a� -��s�€� � � �i�� ariv�w�a� �istr�Lutior� and `Vatum2s � � � ■ ■�3Y��Y��3 �9os0C5� ��'� �EB■�A��@u"i . . s � . s } __ lliltage or' Tequesta, r� �; � � ORDER OF THE VII.LAGE COUNCIL � . % � VILLAGE OF TEQUESTA i R�QIIE5T FOR VAR�ANCE CASE NO.: 5E-1-09 IN gE; Hannah's Home of South Florida, Inc. PROPER.TY LOCATION: � 4390 County Line Road, Tequesta, Ftorida. 33469 LEGAL DESCRIPTION: 25-40-42, N 640 FT OF E 240 FTOF W 660 FT OF NW 1/4 OF NE 1/4 (LESS W 100 FT OF N 200 FTBc N 50 FT OF E 140 FT COUNTY LINE RD R!W) PARCEL CONTROL NUMBERS: 60-42-40-25-00-000-1190 SPECIAL EXCEPTION REQUESTED: School use in the R 1 Zoning District in accordance witt� Sec. 78-173(d)(1) of the Village Code of Ordinance's. . ORDER APPROVIN� APPLICATION � 'I'his c�.use �ame �n to be heard upon the above applicaxion ar�d. the Tequesta V'illage Council having considered the ev�dence gresent�d by the applicant and m3�a.er ic�terested g�rsons at a hearing called and pmper�� noticed, and the Tequesta �Jillage �auncsl, �ieeing at�erwise dul� advised, `��€.E�.T�"ON, r.E� TEQITESTA V�,LAGE �UU'�TCI�, FINAS �� FULL�+NS: l . �� su��t �rc►perty �s Ic�cat�d �n tl�e �t-1 .��n�g ��c� i�x t�� l�Iz�ge ofTcc�u�sta. 2. Tn� a�s�lic�.t �as submitted all do��s �e�uu;r°�a � j�� Vi�lage's �c�de �f CIrE��ces f�r speciai exc�p�icn revieu;. �� '�� a�pficahan a`nd ali �u�p��'�� c�,��t�t�:» �r� r�.re�e�ta`�.�n r�ateriais as :r��i��d �iy the �+ill�.ge Loun�il at �ts 1�ove�n��r 12,'��?� rn.°,��n�, �d �s �ept on �� y �e �iiil�.oe, ax� �€�.d� a��rt h��ec�f �� ar�'_�?eteb� i�.c�rp�r�t�ci by ref�rence. 4. !�.ce��rd:ng to S�ctian 78-1?3 of �h� �Tallage ��.� df �rai��n�es, w�ehval use �s pefrt��d as � s�a�ial e��°p��i�x� i� 'r�� I?`_-� ��ir�� trict ��p�� a�pre��I b� �e ��'�i?a�� iv��.��ci}. • 5. f�e applicants h�.ve app�ied for a spvci.al. �xcep#io� �� ai�;;a a s��ol use nn the Fa�e 1 � Mr. james G. Hacicett � Apri115, 2011 ; Page 12 - —� 1 Should you have any questions or comments reg�arding these fir�dings, please do not �-�esitate to call m�. Sincerely, � O . �. Natalia L. MeGuclaan, P.E. Pr�ject Manager NLMJhsv Enclosure ', r;'�F[,�1221ar�i H�nn;h'sHc�e�1121�M OP�Adm�e1Z�7Ha41512.dor. t . �� . .' % . . , . �;� �• subject properly. - 6. Under the provisions of the Village Code of Ordinances, the Village Council has the ; � right, power and authority to act upon t�e request herein made. IT IS TI�REUPOAT CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCII, OF TI� VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Speaial Exception, Case No. 5E-1-09 with reference to the above described property within the Village of Tequesia, Palm Beach County, Florida, to permit the following: _ School use, in accordance with the special exception application attached hereto as Exhibit "A" is hereby APPROVED since the Village Cotmcil hereby finds that the applicants have met the standards set forth in Section 78-363 of the Tequesta Zoning Gode for special exceptian approval. * The term Aapplicant(s)@ as used herein shall inclu� Qll �sccessors and assigns. * The appiicant's= special exception approval shall expire in twelve (12) months unless a building , germit has been obtain.ed, pr�l'm�nary site plan or plat approval has occurred, or other significant act�on to satisfy tlze rsqu:�rements of t�is ap�roval have occu�red in a�cordance with ' 78-357. - �ON�E AI�'D �iRDERED T�IiS � 2�` �AY O� Nt�VE�� 2��:9� � MA.YCl�. l'AT ViTAT�.l1�TS, � j1ILL.AGE O� 'I�C�UESTA � tDRI Mc�V'�,�,LA_NfS, C��C ��,A;iE �I.;;ER.I� Y:ldacs\TequcSts\Orders�y409 Ordei�rSB ]-OS ` ' Pa.g� 2 - DRAFT � Planning 8� Zoning Advisory Board MEETING MINUTES September 19, 2013 1. CALL TO ORDER AND ROLL CALL The Village of Tequesta Planning & Zoning Advisory Board held a regularly scheduled meeting at the Tequesta Village Hall, 345 Tequesta Drive, Tequesta, Florida, on Thursday, September 19, 2013. The meeting was called to order at 5:51 p.m. A roil call was taken by Joanne Burnsed, who noted the following were present: Chair James Hackett, Vice Chair Michael Schmidt, Board Member Elizabeth Schauer, Board Member Steven Eagen, Board Member Janet Strand, and Alternate Ashley Warren. Also present were Brandon Schaad, for Planning & Zoning Director Nilsa Zacarias, and Village Attorney Keith Davis. 2. APPROVAL OF AGENDA MOTION Board Member Schauer r►zoved to approve the agenda as submifted. Vice Chair Strand �, seconded the motion, which carried by unanimous 5-0 vote. � 3. APPROVAL ()F PREVIt�US MEETING P�AlNU�'ES MOTIOlV Board 1Vferr►�er Strand m�ve�i to approve the mir�utes of tl�s :4ug�ust ?'S, 2Q�3 meeting as submiftec�. 8�ard Member Schauer secondecf fhe mot�an, wh�� carr�ec� by u.nanimous �-� �c��. Th� Village Attarney ar�na�nced tl�is was a qua�i judicial heari�c� and swore in all those intendir�g t� o�er t�stir�c��y in �ither af the cases on tonight's ag��da. �a�h rr�er�ber �F fhz Boar� ��t�d ;�� ex��r� ��mmunicatiar�. Chair F�ackei� �r?nc�u�r�d ��c��flict in case ��'�t 0'- � 3�nd #ha� he would be stepping dowr�. 4. �PR �6-13 Applir.��ic�n �f N�z.z�� i��fen Pesi S�iuti�ns to moa�iy the ext�riQ► ��ail�ing �o��r. The address oe the prr��ac�sed a�p�ic�ti�n is 341 Old Dixie Hvvy., ��qu�sta, FL, C��ir i��c�e� r�ad a�;pli�ati�� Pt� 0�-1 ��n$o the r�co�d. The ap�licant, �r9ick�y Nole�, a�viszd he wouid 9iice the colors modified to off whi��e �Cari�thian/773�W)) for trim, and t�ight TQp��1773�V`J f4r the mair part �f the building. , ; Planning & Zoning Advisory Board MEETING MINUTES September 19, 2013 --- �� Page 2 of 3 � MOTION Board Member Schauer made a motion to approve SPR 06-13 with the trim to be off white Corinthian, the main part of the building to be Light Topaz, and the sign to remain blue and if it needed repainting to use the same color. Board ►Ylember Strand seconded the motion, which carried by unanimous 5-0 vote. 5. SPR 07-13 Application of Hannah's Home of South Florida, Inc. for a master site plan to construct a boarding school. The application includes development phases and a proposed landscape plan. The address of the proposed master site plan is 4390 County Line Road, Tequesta, FL. Chair Hackett read Application SPR 07-13 into the record. The a�rchitect for the project presented the project, displayed elevations, and answerecf questions from the Board regarding phasing, fencing, and landscaping. Applicant Carol Beresford noted the girls living there would be part of the community. MOTION -, Board Mem�ier Schauer made a motion to approve applicGtion SPR 07-13 with the % folfowing phasing: Phase 1— Illl'�fhin � year fo submit the addifion to existing building of nurserytdormitory; Phase 2- ili�ithin 5 years corrrpletion of the dormitofy, a!i p�►rimeter landscaping and lawn befinreen ihe dormi�ory and existing building; Phase �— Vf/ithin 90 years completion af 4 duplexes plus the ca�taker residence; B��r� ��rn�er Str�nd se�or�ded the mot��n, which c:��i�d �y �ananimous 4-0 vote. �h. ai� ��c.�Cet� did �r�t vote due to conflict of int��es#. fi� 3�6J�LIG COMNtEN1' - None 7. ��AR� �t�iV�l�lEM'f - �lone At�JO��i��ll�htT � h�r� b�r,�g �o furth�r �usi�ess #r� come �i�r°ar� fh �c��rC �p�n mo#ic�n b� Board f+Jl�mb�� Schau��, secof7�ed bv �aarc� Merr►t�er Sfra,►�d and ca�e�i by :�nanimous �-0 v�t�, tn� rr��vt��g ��aa a�ij�c�� red �t �:�3 �.�r;. Planning � Zoning Advisory Board MEETING MINUTES September 19, 2013 -�, Page3of3 RespectFully submitted, Joanne Burnsed Planning & Zoning Department Note: These summary minutes are prepared in compliance with 286.011 F.S. and are not verbatim transcripts of the meeting. A verdatim audio record is available from the Office of the Village Clerk. All referenced attachments are on file in the Village Clerk's office. Minutes prepared by Betty Laur � 1 f` �` � : VII.LAGE OF T'EQ�STA Department of Communit�, �Velo Ck • # ' 345 Tec�uesta Drive P�ent Rec_ #�--- !'� Tequesta, FL 33469 Date_ �� Phone: 561.768.0450 Fax: 561.768.0698 APPLICATIpN FOR SI1'E pI,� REVIEW � ' DRC PLANr1ING & ZO O z NjNG BOAItD Q � VILLAGE COIT�CIL _ � PRO,TECT # PRUdECT NA11?�; Hannali Home PROJEG"t �D�SS 4390 County I,i�e Road Estimated Project Cost: 7 .8 Million Applicant Name I�s G. Hackett - Hg�, Pl APPli�t's Addi'eg,g; �i2 N. p� an � and Deveioprne�t Ittc. ge Ave. Suite 14A, Jupitet, FI, 33458 - ,; Applicant's Phone No.: 5 G 1 . 2 22.928q. � ' Faa No.: SG � Provide written approval E'mail Address: i�es@h1 from the proper p��g net tY owner, ifother than the applicant. Properfy p�er's Naaie; Hannah's Home of South " Propetrty pa Add � Inc � 4390 CountyL�e Road , Tequesta, �, 33� Property pR,ner's Pbone No 5 G1.277.9823 DESCRIPTIpN OF Wp �'— Faz No.• RK: E Address: See attached Statement of Use All constru�tion, additions Zoning Board. � and/or alteration� of commercial buildin needed in tlie Viil� e Pi � ing � Zonin gs rnust be � Hall Council C g B�azd meets the third Tfiursd� apProved by � P1 of their scheduled meetin �bers, 345 T .Y of every month at S;3 � ung & attend, ma g da.te. Due to �� Drive. The aPPli�ant will be ' � p '�' � y not be the closest meeting to �,�, h�e mstrative review, the meetin ��ed by letter � e a P P 1 i a a t ion is submitted. �� e a p p l i c a n t is scheduled to The Planning & Z�II�g Board is an Adviso Planning 8� Zonin ry Board on g Board, app�� w � i3'• After review and recommendation Village of Tequesta, for finai a be heard at the negt available Council M• issued b pprovaL Ai}er a b y tbe y the Building Department. PAroval by the Village Council, a buildin eehng of the : b P�rnut ca.n b� 1 . ' A. STATEMENT OF OWNERSHIP: P lease see attached Please see attached B. STATEMENT OF INTENDED USE: � , Please see attached C. STATEMENT OF COMPLIANCE WITH COMP PLAN & CONCURRENCY REQUIREMENTS. D. STATEMENTS OF PRELIMINARY REVIEW BY OTHER AGENCIES: P le a se see attached E. GENERAL LOCATION MAP: P lease see attached F. SURVEY P lease see attached G. ENVIRONMENTAL IMPACT ANALYSIS/STUDY N/A H. TREE SURVEY N/A I: STTE PLAN: 1. ARCHITECT-ENGINEER-SURVEY�R-PLANNER DEVELOPER: P lease see attached 2. DETAILED DESCRIPTION: (a) BOUNDARIES & TOPOGRAPHY: Please see attached (b) EXISTING STREETS: 1'lease see attached _ (c) ADJACENT BUILDING &/OR STRUCTURES: Please see attached ,, (d) ACCESS (INGRESS & EGRESS): Please see attached (e) TRAFFIC IMPACT STATEMENT: I'lease see attached (fl TOTAL PAVING WITHIN PARKING AREAS (SO. FT. &%): Please see attached (g) OFF STREET PARK[NG/LOADING AREAS: Please see attached (h) TABULATION OF PARKING/LOADING SPACES: F' lease see attached (i) RECREATION FACILITIES & LOCATION: Please see attached �) SCREENS & BUFFERS: Please see atrached (k) REFUSE COLLECTION AREAS: Please see attached (t) AVAILABILITY OF UTILITIES: POWER WATER SEWER TELEPHONE CABLE TV FIRE HYDRANTS (m) PROPOSED UTILITY EASEMENTS OR GRANTS: (n) PROPOSED RIGHTS-OF-WAY: 2 3. GROSS ACREAGE / ACRES & SQ. FT.: Please see attached (a) TOTAL OPEN SPACE (SQ. FT. 8c %): ' (b) TOTAL LOT COVERAGE (STRUCTURES) (SQ. FT. & %): (c) TOTAL LOT COVERAGE (IIVIPERVIOUS SURFACE: ALL PAVING, WALKWAYS, PATIOS, DECKS, ETC.) (SQ. FT. &%): (d) LOT COVERAGE (GREEN AREAS ) (SQ. FT. & %) l. WITHIN ALL PAVING AREAS: 2. REMAIlVDER ALL AREAS: 3. TOTAL LOT COVERAGE: (e) LJNITS PER ACRE: ( fl TOTAL SQ. FT. AREA ALL BUILDINGS, ALL FLOORS: J. PROPERTY & LANDSCAPE MAINTENANCE PROVISIONS (AGREEMENTS / SURVNABILITY BONDS): 1'lease see attached K. PRELIMINARY PLANS AS FOLLOWS: 1. STORM DRAINAGE: 1'lease see attached 2. SEWER LAYOUT: P lease see attached 3. WATER DISTRIBUTION & SYSTEM LAYOUT (INCLUDING BACKFLOW PREVENTER LOCATIONS) Please see attached 4. UNDERGROUND ELECTRIC LA.YOUT (INCLUDING TRANSFORMER LOCATIONS): 5. TELEPHONE & CABLE UNDERGROUND LAYOUT (INCLUDING ABOVE GROUND JUNCTION & DISTRIBUTION BOX LOCATIONS): L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS): Please see attached M. BUILDING APPEARANCE & LANDSCAPING: I'lease see attached N. SIGNS (PROPOSED NUMBER, TYPE,. SIZE & LOCATIONS): �'lease see attached O. PROPOSED TOP�GRAPHIC CONSIDERATIDNS (DREDGMG, FILLING, SLOPE, DRAINAGE PATTERNS, NATURAL VEGETATION, ACCESSIBILITY, RETAINING WALLS, BERMS, PRNACY WALLS AND/OR FENCES}: Please see attached 3 J� � The applicant will submit to the Village of Tequesta Department of Community Development with the following documents for Planning & Zoning Board review, forty-five (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, seYbacks, 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 (1� 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 photographs 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 I 1 x17 size and One (1) disk. 5) Any other documents that may help clarify the position of the applicant. APP NA PRINT) APPLIC T'S SIGNATURE DATE NOTE: All renderings, models, drawings, photos, etc., submitted to the Village will become the property of the Village of Tequesta. Additional costs: To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies, the applicant shall compensate the village for alI such costs prior to the processing of the application or not later than thirty (30) days after final application approval whichever is determined as appropriate by the village. Signature to Acknowledge _ 5 • Planning & Development. � � . • Hannah's Home of South Florida Site Plan Review Application Village of Tequesta Response Letter August 30, 2013 Updated September 9, 2013 Updated September 23, 2013 1. Clarify master plan timeline phases including buildings and site impxovements. Response: Due to the na,ture of the project, determining phasin,g is difficult The applicant is proposing to build the additions to the existing facility Srst Phase I was the renovations to the existing structure. Phase II will be the proposed add.ition. Phase III, wluch is diffiicult to determine will be the remaining site: Existing sttuctute (Completedl Phase I will include• ; , • Domiitox� Addition —1,456 sf • Nursex� Addition — 976 sf • Associated �atk�g (see site �la.n� Phase II �to be determined) will include• • 2-Sto� Doxm • Associa.ted �arkyng and • Perimeter a.nd Interio� Landsca�ing Phase III (to be determined) will include• • 1-Stor�r poxms • Cha�el • Site Amenities • Associated �at� including rounda.bout, ttee islands, etc (see site �lanl • 2. Provide height information on "pxoposed (a) 2-Story Dottnitorp. Response: 3. Comply with Parking Lot Dimension Table-Section 78-706. Response: The site plan and associated plans have been updated. As mentioned in the meeting on August 21, we would like to reserve the right to revise the plan to go 612 N. Orange Ave. Suite A14•Jupiter, Florida 33458•phone (561)222-9284•fax (561)348-9491 back to the 25' drive aisles, not the 28'. We feel that green space is more important than additional unneeded pavement Please see tevised plans. 4. Ptovide sta,tement with total numbex of students, children and staff at phase I an.d at build out. Response: Phase II will have 8 woman with a child There will be 2-3 staff members d"�� the day. At night, there will be a"house mom" who stays in the family suite. Phase III (build out) will have a max. 21 women (students) with 3 staff members including care taker. A revised PBC traffic approval letter will be provided prior to villa,ge council meering on Oct 10, 2013. 5. CL�.tify whp a loading space is not necessary in this fac.ility. Response: Pursuant to Section 78-696, loading spaces are required if the site is occupied by commercial uses or other uses similatly requiring the receipt or d.istribution by vehicles of materials or merchand.ise. Hannah's home does not disttibute or receive materials or merchandise. This is a private faciliiy that has no commercial uses associated with this. Therefote, there is no need fo�t a loading space. 6. Pxovide 6' sidewalk toward County Line Road Response: Please see revised site plan which indicates the required sidewalk along County Line Road � 7. Provide color chips and sample ma.terial boatd for ea.ch building including pha.se one addition. Response: Please find attached with this resubmittal the requested color clups and material board. 8. Parking calculation: Response: Please see attached site plan for revised parking calculations. Landscaping Review 1. Revise the existing tree and palm chart to reflect 4 cattotwood trees to be removed (as noted on the pla.n) Response: Please see revised lan.dscape plans wluch show the revised tree and palin chart. 2. An exisiing Oak ttee has been noted to be xemoved. Can this be root pruned and relocated on site? Response: I don't know 3. Revise the plan heg (1'7) to (QV/1� on the west ptopexty line. Response: Please see revised landscape plans for QV/17 __ 4. Note and dimension the perimete� landscape buffers on the plan. Response: Please see revised landscape plans for dimensions. � �i 5. Note safe site triangles on plan Response: Please see revised landscape plans for safe site triangles. Traffic Review 1. Revise the exisfing t�ee and palm chart to teflect 4 carrotwood trees to be removed (as noted on the plan) Response: Please see revised landscape plans whicli show the revised tree and palm ch�►ct. 2. An existing Oak tree has been noted to be xemoved. Can this be root pruned and relocated on site� Response: I don't know 3. Revise the plan heg (1� to (QV/1'� on the west property line. Response: Please see revised landscape plans for QV/17 4. Note and dimension the perimetex landsca.pe buffers on the plan. Response: Please see revised landscape plans for d.imensions. 5. Note safe site tria.ugles on plan Response: Please see revised landscape plans for safe site trian�gles. Public Works Review 1. Provide Storm Watet Pxevention Plan Response: A SWPP was provided as part of the submittal. A copy of the plan has been included with this resubmittal. 2. Need drainage statement and supporting draina.ge calculations. Response: Please find attached with this resubmittal a copy of drainage statement and supporting dtainage calculations. 3. Need hydraulic calculations on how the current wate� distribution system design can support a 2,000 gpm fire flow. Response: Waiting for answer 4. Why are thep doing a separate water meters, have they looked at doing a master meter. Response: Waiting for answer. 5. Did not see anp easement ovet the watet mains/meters fox village access/ma.intenance Response: Please see rev�ised civil plans with easement locations. 6. Check fire hpdra.nt spacing, Fire Chief tequested on everp 300 LF Response: Please see revised civil plans with relocated fire hydrants Fire Safety Review 1 1. In accorda.nce with N.F.P.A. #1-18.2.3.2.1 — Access Roads Response: All new buildings, including the two story dorm will have sprinklers. 2. The entrance gates shall be electronic a�d in ca.se of a power outage, the gates should ha,ve fa.il-safe to the open or unlocked position. Response: The applica.nt is proposing to have an electronic gate with fail-safe devise in case of a power outage. The gate will have a"lcno�c" electric overtide key switch, 3500 Series, for emergency override and will be installed 5' above the fin�ished pavemerit 3. Water supplp fot the project ate required to be looped. Response: Water supply will be looped for this project Water supply has been shown on civil plans. 4. Fire hydrants must be spaced with a max. distance of 300' and moxe than 300' from the furthest portion of the most �emote buil.ding. Response: The civil plans have been revised to show no more tha� 300' distance from � hydrants and from buildings. Please see civil plans. 5. Fire alatm shall be ptovided in accordance with NFPA 72 Response: Fire alarms will be provide wluch meet the req>>;*P**�ents of NFPA 72 _ 6. Approved knox key access boxes will be required fox each building as well as the ga.te bp pass. Response: Approved knox key access boxes will be provide as required. Traffic Review 1. Axe outside students expected to attend the facility? Response: There will never be outside students attending this facility. 2. Clarifp the use of the covered dtop off area. Response: This is an ex�isting area that is used for weather protection when people arrive at the facility. There axe no proposed modiScations to this area. 3. Is appears the number of parking spaces provided is in excess of tha.t required bp the villa.ge. Response: Paxking spaces have been rev,ised to delete a space and add green space. Please see revised site plan. ■ Planning & Developmen� ' • � . � Ha,nnah's Home of South Florida Site Plan Approval Application Village of Tequesta, Florida May 3, 2011 Revised August 30, 2013 Revised September 23, 2013 Introduction Hannah's Home of South Florida,, Inc. ("Hannah's Home'� is an egisting maternity home in the Village of Tequesta.. Its mission is to pmvrde a safe and lovrrrg envrronment for sirrgle pregnant yourrg wornen wbere they can develop life slrills and coriturue their educatron in a Cbrrstran atrnospbere: Hannah's Home has its roots in Ohio where foundex Ca.rol Beresford bega.n a facility in 2002 to help poung ]adies who found themselves pregnant and without hope. - Carol's experience in Ohio has helped focus the mission on the critical need. That is, to accomplish sustainable cha.nge with these young women, a change in lifestyle is needed after the birth of their babies, and for that to become a reality they would need more help tha.n merelp assisring with the.ir preb ?ficy. Accordinglp, the mission of Hannah's Home is egpanded to include ttaining in life skills and formal education. In the fall of 2002, Mrs. Beresford moved to South Florida and continued he� vision of assisting pregnant, unwed young women. Thexe a.re ma.ny egcellent organizations tha.t provide ma.ny of these needs. However, there is no pla.ce in this area whexe pregnant poung women can come to sta.p, have privacy, leam a proper perspective on life, feel safe, and continue their educa.tion. Hannah's Home will pxovide the resources necessary fo� the poung women to ha.ve a safe, secure, loving environment in which to thrive. In 2003, Hannah's Home of South Florida was incorporated and qualified with the IRS as a cha.tity under Section 501(c)(3). The goal ha.s been, and continues to be, operating a local facility built around a two-year residential program of assistance, counseling and future career p�g• One of the ma,jor areas in which Hannah's Home seeks to have an impact is the area of "hopelessness" most youflg women ha.ve when confronted with the prospect of bringing a baby into this world — manp times alone. What an overwhelming situation — not only fox the young woma.n, but for her babp, her family, the fa.thex of the baby, his familp, close friends. This situation has a "ripple effect" that can destroy relationships and lives if not dealt with properly. God ha.r stated, `� knoav the plans I have for you, plan.r to p�nn.rper yau and not to harm you, plans ta give you hoj�e and a frrtur�. " Hannah's Home of South Florida, is committed to giving "hope for the futute." 612 N. Orange Ave. Suite A14•Jupiter, Fiorida 33458•phone (561)222-9284•fax (561)277-2502 In 2009, a three-acre piece of propertp loca,ted at 4390 S. County Line Road, Tequesta., Florida, was purcha.sed. Since this puxchase, the interiot of the building ha.s undergone a major xenovation. There is a new and ]axger kitchen, new flooring, new plumbing figtures, furniture and decorating have all be donated through in-kind ttade services and donations. Many volunteers from Tequesta. and the largex communitp have donated theit time, talent and services to �eadp Hannah's Home for operations. Our doors were opened to the first residents in January, 2011 and we now have four full-time residents in our progtam which consists of a two-yea.t commitment for the young women. Not only is food and shelter provided but our residents are recipients of dental and medical cate, counseling, future career pla.nning, as well as continuing education. Hannah's Home ha.s been licensed as a F'lorida. Virtual School where the poung women can continue and complete theit high school educa.tion or receive their GED. Hannah's Home ofSouth Flolyda pmvrdes: • a secure home with a Christia:n atmosphere. • option counseling (whether to parent or relea.se het babp for adoption). • an opportunity to continue her education. • help to ma.ke responsible decisions fot the future of her and hex child. • counseling with Christian petspective. • birth preparation and parenting classes. The poung women will be allowed to sta.y at Hannah's Home of South Florida. at no cost Each one will be considered on an individual basis regaxdless of race, colot, religion, or economic status. We will be funded by individuals, orga.nizations, businesses, comm.unity gxoups, and churches who have a heart fox this ministry. Those see&rr�g admrssion must be: • willing to complete an application fox admission and have a personal interview. • single pxegnant and in need of housing. • willing to cooperate • willing to follow the guidelines of the program. � willing to work on pexsonal issues. The last pha.se of our three-phase p�ogram is to see our young women ],eave being able to support themselves and their young children. Our futuxe goal is to egpand the building progtam and provide multi-housing units and cottages to provide living space for yowig women with their newborns and eventually include one child less than two pears of age (in addition to the child in utero). The curtent progtam is limited as we only have one building to work with. The additional buildings anticipated bp this site plan request will. allow Hannah's Home to accomplish the full program. Hzstorv On November 12, 2009, the Village of Tequesta's Village Council approved a special exception to , allow a school use on the subject property subject to a condition of approval. The conditions sta.tes: The a�iplicant's .r�hecial exce�itzon a�i�irnval .chall e.x�iire in Tavedve (12) months unless a building�tiermit ha.r been obtained, prediminary .rite jilan or j�lat apji�nvad has occurnd, or other �ignificant action.r to .rati�j'y the requi�ments of thi.c aj�j�mval have occurr�d in accordance �arith 78 367. In Octobet 2010, the applicant submitted a 6 month time egtension request to the Villa.ge Council to allow additional time to develop an overall "plan" for the subject site. The Village Council gxanted the extension request to May 12, 2011. Since then, Hannah's Home ha.s had several milestone accomplishments which constitute significant actions to satisfy the above refexenced condition of approvaL First, Hannah's Home has received all of their Sta,te of Florida's licenses to opexate unde� the rules and regulations as a 501C(3) company. Hannah's Home has officiallp opened theit doors to the poung pregnant woman an.d curxentlp provides its progra.tn to £out (4) poung la.dies. On December 18, 2010 Ha.nnah's Home had theix official g�and opening a,nd provided the Mapor of Tequesta, Pat Watkins an official key to the facili.ty. Second, Hannah's Home is accredited through The Florida. Associa.tion of Christian Child Caring Agencies (FACCCA). This is an acctediting authority in the state of Florida for children's homes operating undex Florida Statute �409.176. Hannah's Home is requixed to comply with the standards manda.ted by FACCCA and bp Florida. Sta.tute �409.176. _ Third, Ha.rma.h's Home is also licensed as a school with the Florida. Department of Education. > Atclutectural Theme The proposed architectutal theme that has been developed for the proposed buildings at Hannah's Home in Tequesta, Florida. is based on historic ptecedents ftom this region. Clapboard siding with flatboard t�im, deep poxch elements, timber eave accents with standing seam metal roof begin to set the visual base. The pastel colors in sha,des of light pellow, blue, sage green and dusty rose were used quiet frequendy with trim accents of white. Shutters at the windows will be used as decoration and scale. The roof will be a combina.tion of shed profiles with ga,ble accents. Lush landsca,ping will be used to offet scale, color and privacy for the residents. The dormitory building is a two story struciure while the residences are single story. Site Plan & Landscape Plans A Site Plan and Landsca.pe Plan ha,ve been provided with this application. Due to the nature of the facility and the close progimity to residential properties, the site ha,s been designed to provide both functionality and privacy. The larger structures have been designed and located to mitigate any potential impacts to the sw•rounding uses and wexe designed with simila.r architecture themes. Lush, na.tive landscaping shall be provided axound the entire property as well integrated throughout the site. The �hasing of the �roject is as followed: Existing struciure �Com�leted,� Phase I will include• • Domzitor� Addition —1,45G sf. • Nutsety Addition — 976 sf. • Associated �arking (see site �lan� Phase II �to be determinedl will include• • 2-Stot-y Dorm • Associa.ted �arki and • Perimeter and Interior La.ndsca�ing Phase III (to be determined) will incl�xde• • 1-Stor� Dottns • C� • Site Amenities • Associated �arking including; rounda.bout, tree islands etc �see site �lan� Loadi.ng Demand Hannah's home does not �rovide the tecei�t or distribution by vehicle of mate�ials or merchandise, therefore the site has not �rovided a loadin� sgace Pursuant to Section 78-696 of the Villa.�e Code of Oxdinances, the a��licant is not xe�ui.ted to �rovide a loa �n s�ace of 12'g55' Tra�c Statement . Concutrency equivalency has been requested aud a tevised Traffic Impact Statement has been prepared bp McMahon Associa.tes, Inc. and submitted with this applica.tion. Drainage Statement The Village of Tequesta requires that the subject site be developed to meet the requirements of their land development codes. Therefore, the applicant ha.s provided a drai� and water management sta.tement as part of this applica.tion. Conclusion The Applicant is requesting site plan approval ftom the Village of Tequesta. to allow the Hannah's Home campus. Hannah's Home provided a valua.ble service to women who are in need of a safe pla.ce to go and be supported during their pregnancy. Hannah's Home is a respected member of the community and receives great support £rom the area. In fact, Hantiah's Home success is based on the support from the commw�ity and commitment by the Village of Tequesta.. On behalf of the Applicanx, H&L Planning and Development Consultants request approval of the Site Plan Approval xequest We look forwaxd to working with Staff to bring this application before the P �2nn� and Zoning Board, as well as the Village Council. fo� final approval as quicklp as possible. We are availa,ble to answer anp questions Sta,ff might have and/ox provide necessary information to supplement the infomsa,tion provided in the submittal. Please do not hesitate to conta.ct James Hackett of H&L Consultan.ts should you requ.ire additional infomiation. .!. , -- ��-" �� i��r ��t��t ��,R �, �� E � --"`_- - FNr J / Water Reclamation � Environmental Education � River Restoration �!. � � w ,.: : a � .. .. .:- �.: - ci::; :i, .V 2500 Jupiter Park Drive, Jupiter, Florida 33458 8964 � - �° .�k ' � ` r Telephone (561) 747-5700 �Fax (561) 747-99Z9 � www.loxahatcheeriver.org r �• "r y �� f� . ��y D. Aibrey Arrington, Ph.D., Executive Director �� -�' July 18, 2013 James (i. Hackett H&L Planning & Development G12 N. Orange Ave_; Suite A14 Jupiter, Florida 33453 , Re: F[ANNAH'S HOU5E 4390 County Line Road, Tequesta, Florida Dear Mr. Hackett: This letter is provided in response to your recent request concerning sanitary sewer service availability for the subject project. Please be advised that, as of this date, sanitary sewer service can be made available to the subject property upon the joint execution of a Standard Developer A�reement and the payment of certain costs - in accordance with the District Rules. Copies of the Standa.rd Developer Agreement and Chapter 31-10 are available for your review. Consistent with District policy, the Developer will be responsible for all costs associated with connecting to the existing wastewater system of the District. i Should you renuire additional information on this matter, please contact me. Sincerely, �, ��C Clinton R. Yerke Depury Execu ' e Director v:�dev�prujiH:umahs Home�Avai] lu.dac Gordon ?�1. Boggie Stephen B. Roc;koft' Dc Ntatt H. Rostc�ck Harve}' M. Sitvennan James D. Snyder Board Memher R�ard Mcmhcr C'hairman Roard Mcmhcr Bn;ard T�ternher j l �r � Florida Power & Light Company _�� .�: `�., �. - FPL � July 23, 2013 James G. Hackett H&L Planning and Development Consultants 612 N Orange Ave Suite A14 Jupiter, FL 33458 Re: Hannah's Home of South Florlda Dear Mr. Hackett: This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service wi�l be furnished in accordance with applicabie rates, rules and regulations. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of seNice � when required. � Sincerely, � i �� ✓�� ' Mike Fetto � Associate Engineer . a � FpL Group Company _ _ ��k� :�c��u �` �� in�e�n ,; ��.��:: � � � Civii E�n�neering laesign a�d Fro�ect 1Viana�ement �ervices � . 3 _ - qpr�l� 15, 2013� - ' �� _ i ' � S ' � : �,'-. . -� : �.. . • � _ _ .: : r-' �.Y � w --. ak _, r . . ; h -_ � .- .. � '_ S . � 4 . . Y . - 2 t :7 { �. A j . lai ,f,i _ � �� x ,. V� llagQ of Tequesta : � � � ` ' `` > ; �� e � � , -� �, � a : ,;,�� Pt`anrnng and Zonin� Departmen� 4 x f � a 4 .� ' ' r , �, �. � ' h ` } R � ,� �� ; 1 � � �;' 345 Teqt�esta l3riv� � r � F '' ; � - � _ �� , r , ! � ��, s� ti � � �� .'�` 4 �- i . _ T�questa�, EL 33469�� F v .�. Fi t 3 . . �` . �- ` �� F ..; r 3 �� :. x .t� i..� s s � a a '' '�'- _ �.-.a t � r � � s �-� ..c �- � w y r �'€ , � �e� 1 Drainage S#atement for Hannah�s Home � � + § { ` _ � ° � � � } ��'' ' ' F�� . �. 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Mit<E GUINA�lGH EAIVIN�ERlNG, INC. - . r�- �� y ,�� : Micha�i Q: Gui ' �i �' Date � Florida RegisC , ipn f�o. 560�2 6021 180 Ave North, Loxahatchee, FL 33470 Phone: 561.248.55T7 - Email: mikeguinau�h@beilsouth.nei Florida Certi�cate of A�thorization No. 28574 � , MIKE GUINAUGH ENGINEERING INC. � CIVIL ENGINEERiNG DESIGN AND PROJECT MANAGEMENT SERVICES 'Pro�c Name: HANNAH'S HOME Dafie: 4/28/2013 Projed Number. 121215 ' Sec/l'wp/Rge: S25/T40/R42 I. Given A. Acreage: ' 1. Total 2.91 2. Impervious a. Buildings (roo� 0.74 b. Pavement 0.61 3- Lakes 0.00 4. Penrio� 1.56 8. Proposed Minimum Elevations: 1. Roads and Parking = 8.60 CONTROL = 3.00 NGVD � . 2 . �� = 10.21 (DCISTING) C. Design Storm Alloarable Discharge: 1. Basin Jonathan Dickinson '` 2. SFMWD Formula 41.6 csm = 0.19 cfs Allowable Discharge = 0.19 cFs D. Water Level Elevations: 1. Wet Season Water Table 3.00 NGVD 2. Receiving body water levei will not affect discharge rates (Note: Proposed minimum parking grade {8.50 NGVD} is more than 2 ft. minimum above wet season water table or control elevation of 3.0 NGW. E. Rainfali Amounts: 1. Parking 3 YR-24 HR* 5.5 inches 2. Perimete� Design (25 ysar-1 day) 10 inches 3. Floors (100 year - 3 day) 16 inches 1 �F 4 . MIKE GUINAUGH ENGINEERING. INC. � CML ENGINEERING DESTGN AND PROJECT MANAGEMENT SERVICES �1. Design Criteria A. Gluality: 1. Since this is a dry retention system whichever of the greater of a)ar b) shall govem a. The first inch of runoff over the entlre site , or b. The amount af 2.5 inches times the pere�ntage of impervious area 2. The site will provide 100% dry reter�tion and is thereby eligibie for a 50�6 reduction in volume B. Quantity: 1. The allowable peak discharge is 0.19 '. 2. Floors are no lower than 1U.21 NGVD s . .. 3. Roads and Parking are desired to be no lower than 8.60 NGVD III. Computations A. Quality: ' � 1. Compute first inch of runoff trorn the dev�loj�d project =1 in. x 2.91 ac. X 1/12 = 0.24 ao-ft 0.24 ac-ft for first inch of runoff over the entire site ; • 2. Compute 2.5 inches times the percentage of impervious area a. Site Area for water quality �rvious/impervious calculafions on = Total Project area - (Lake + Roo� = 2.91 - 0.74 = 2.17 acre b. Impervious Arsa for water quality perviousrmpervious calculations o� _ (Site Area for water quality pervious/impervious) - Pervious . = 2.17 - 1.56 = 0.61 acre 0.61 acre of imper�ious area for water quality perviousiimpervious c. Percentage of Impervious for water quality: _ (Impervious Area for water quality/Site Area for water quality) x 100°h = 0.61 / 2.'17 X 10G% - 28% impervious 20F4 � , . MIKE GUINAUGH ENGINEERING. INC. � CML ENGINEERING DESIGN AND PROJECT MANAGEMENT SERVICES . d. For 2.5 inches times the percentage impenrious: =2.5in X 0.28 ' = 0.70 inches to be treated e. Compute valume required for water quality detention = inches to be treated x(Mtal site - lakes) = 0.70 X 2.91 - 0.00 X 1/12 in. = 0.17 ac-ft required detention storage 3. The greater of the first inch or 2.5" times the percentage impenrious cor�trols 0.24 > 0.17 Since the first inch of runoff = 0.24 ac-ft is greater than 2.5" times the ihe pe�centage impervious, the first inch of runoff controls. 4. Because the system is 100°r6 dry Retention a 50�o reductian in detentlon volume is permitted Total detained volume = 0.12 ac-ft B. SCS Curve Number � 1. The control elevation is 3.00 NGVD, and it is assumed that the wet season water table will be the same for the projed. Cunsequently an average water table elevation of 3.00 NGVD will be assumed for purposes of design. ,� 2. The average site finished grades will vary from the lowest elevation of4.0 to 10.21 NGVD therefore the average site grade elevation will be 7.11 IVGVD. 3. The average depth to water taWe will be: = average site grade eleva6an - average water #abie elevation = 7.11 - 3.00 Depth to Water Tabie = 4.11 ft 4. From the soil sbrage table usign Depressionaf Storege and assuming 25�o compaction with 4.0 ft to the water table, up to 8.18 inches of moisture can be stored in the soil under fhe pen►ious areas 5. Compute available soil storage = storage available X pervious areas = 8.18 X 1.56 = 12.76 X 1/12 in. = 1.06 . ac-ft of storage under perviaus areas 6. Convert available soil storage io site-wioe moisture staraga, S S= available soil storage onsits/site area = 1.06 / 2,91 X 12 in/ 1 ft - 4.39 inches of site-wide moisture storage, S 30F4 ` , MIKE GUINAUGH ENGINEERING. INC. ' CIVIL ENGINEERiNG DESIGN AND PROJECT MANAGEMENT SERVICES 7. SCS Cun►e Number, CN : — �` 3 CN =1000/(S + 10) = 1000 / 4.39 + 10 = 70 SCS Curve Number C. Project Surtace Storage 1. Assumptions a. 0.057 Ar,�es of dry detention stores vertically upward from elevation 4,0 to 9.0 b. No additional detention areas c. There is no wet detention e. 0.61 Acres of Parking stores linear from elevation 8.60 to a 9.50 NGVD f. 1.48 Acxes of Green Open spacs stores linear from elevation 7.0 to 10.2 NGVD 2. Stag�Storage Computations are shown on the attached fload rouuting calculations. D. Control Struciure ' 1. Values of stage vs. discharge are shown on the attached flood routing calculations. N. Confinr� Storm Stages and Discharge Volume A. Minimum Building Floor Elevation • 1. The minimum finished floor elevation must be above the 100 year-3 day flood elevation, which is 9.52 NGVD. Since the existing finished floors are 10.21 and the propased finished floor elevation is 10.25 NGVD, the criteria is met The minimum floor elevation is acceMable. B. Minium Parking Lot Elevation 1. The minimum parking lot elevation must 6e above the 3 year -1 hr rainfali event. Site design uses a 3 YR- 24 HR event, which results in a peak stage of 7.40 NGVD Since the minimum proposed parkin� lot elevation is 8.60 NGW. the criteria is met The minimum oarkina lot elevation is acceotable. C. Minimum Level of Service Standard (Perimeter CoMainme�) 1. The minimum level of service standard is based on a design frequency of a 25 year-1 day elevation, whiah is 8.66 NGVD. Site will be graded to a minimum perimeter berm elevation of 8.66 NGVD per the perimeter berm detaif so the criteria is rr�et The minimum perimter elevation is accegtable. 40F4 . I tiVMt . TEQUESTA, FL STAGE VS. STORAGE• - TOTAL AREA 2.91 ACRES PARI�iG DETENTION A DETENTtON A OPEN SPACE STORAGfi CATEGORY = TOTALSTORAGB BEQIldNN1NG STAGE = 8.60 4.00 4.00 7•00 ENDING STAGE = 9.50 9.00 UP 10.20 STORAGE AREA (Ac) = 0.61 0.03 0.05 1.48 STAGE (ft) / STORAGE (Ao-ft) (Ao-�) (Ac-8) (Ac-8) (Ac-ft) 3.� 0.00 0.00 0.00 0.00 0.00 3.50 0.� 0.00 0.00 0.00 0.00 4.� 0.00 0.� 0.00 0.00 0.00 4.i0 0.00 0.00 O.Q3 0.00 0.03 5.00 0.00 0.00 0.05 0.00 0.05 s.so o.00 o.or o.os o.00 o.oa 6.00 0.00 0.01 0.l0 0.00 0.11 6.50 0.00 0.02 0.13 0.00 0.14 7.00 0.00 0.03 0.15 0.00 0.18 7_50 0.00 O.Q4 0.18 0.06 0.27 8.00 0.00 0.05 020 0.23 0.48 8.50 0.00 0.06 0.?3 0.52 0.81 9.0p 0.05 0.08 0.25 093 130 9.50 OZ7 0.09 0.28 1.45 2.08 10.00 0.58 0.11 0.30 208 3.07 10.50 0.88 0.12 0.33 2.81 4.14 WATER OUAI.ITY VOLUME REOUIRED: WATER OUALITY 3TAGE PROVIDED: Q.12 ac-ft 6.70 �' l.rQu�,�r6UC GVV1 VC1rliVla i.V , File: 3 YR 1 DAY Date: April 28, 2013 Page 1 - Project Name: HANNAH'S FIOUSE Reviewer: NIDG Project Number: 121215 ' Period Begin: Apr 28, 2013;0000 hr End: May 13, 2013;1200 hr Duration: 372 hr Time Step: 0.2 hr, Iterations: 10 Basin 1: ONSITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWNID - 24 hr Design Frequency: 3 year 1 Day Rainfall: 5.5 inches Area: 2.91 acres Ground Storage: 8.18 inches Time of Concentration: 10 hours Initial Stage: 3 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 3.00 0.00 4.00 0.00 5.00 0.05 6.00 0.11 7.00 0.18 8.00 0.48 9.00 1.30 10.00 3.07 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ----------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) . BASIN MAXIMUM AND MINIMUM STAGES ---= --------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) ---------------------------------------------- - ONSITE 7.40 143.80 3.00 0.00 BASIAI PIATER BUDGETS (all units in acre-ft) =_=___=_=___=--=------------------------------ Total SCructure� Structure Tnitial Final Basin Runoff Inflow Outflow 5torage Storage Residual ______________=__--_--------------------------- �NSITE 0.30 O.U� 0.00 0.00 0.30 0.00 , File: 25 YR 1 DAY Date: April 28, 2013 Page 1 • Project Name: HANNAH'S HOUSE Reviewer: MDG Project Number: 121215 - Period Begin: Apr 28, 2013;0000 hr End: May 13, 2013;1200 hr Duration: 372 hr � Time Step: 0.2 hr, Iterations: 10 Basin 1: ONSITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWNID - 24 hr Design Frequency: 25 year 1 Day Rainfall: 10 inches Area: 2.91 acres Ground Storage: 8.18 inches Time of Concentration: 10 hours Init•ial Stage: 3 ft NGVD Staqe Storage (ft NGVD) (acre-ft) --------- --------- 3.00 0.00 4.00 0.00 5.00 0.05 6.00 0.11 7.00 0.18 8.00 0.48 9.00 1.30 10.00 3.07 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------ ------------------------------------------------------- Struc Max (cfs) Time (hr) Min {cfs) Time (hr) • BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) • Min (ft? Ti.me (hr) ------------------------------------------------------------- ODISITE 8.6'0 142.00 3.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storaqe Storage Residuai ONSITE 1.03 O.UO 0.00 0.00 1.0:3 Q.00 , File: 100 YR 3 DAY Date: April 28, 2013 Page 1 . Project Name: HANNAH'S HOUSE Reviewer: NIDG Project Number: 121215 - Period Begin: Apr 28, 2013;0000 hr End: May 13, 2013;1200 hr Duration: 372 hr Time Step: 0.2 hr, iterations: 10 Basin 1: ONSITE Method: 5anta Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 16 inches Area: 2.91 acres Ground Storage: 8.18 inches Time of Concentration: 10 hours Initial Stage: 3 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 3.00 0.00 4.00 0.00 5.00 O.QS 6.00 0.11 7.00 0.18 8.00 0.48 9.00 1.30 10.00 3.07 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (efs) Time (hr? BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Ti.me (hr) ONSITE 9.52 188.90 3.00 0.00 BASTN WATER BUDG�.TS (a11 units in acre-ft) Total ,itruc�ure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual QNSiTE 2.22 O.QO 0.00 0.00 2.'L2 O.UU • �� 1 • 1 8 � o�Nao � �� , . . �:..�" ^ � �[ T L�t �►. f t C - — �. ( OCF�i N � 4 � � • •.5 � � _ a � � 4 .. 1 ,1 " � — --- — �� i •�,� � i �.5 � ` FT. P1ERC� � ( '� �—� � ' _ s � �..... � � s.s �,►RT .�. _ .-� s � r: , � o;tse�eisa � ,w � � � � �.5 I � ' � �+ �� PAi.�M YER • � � t ` � 5S , � � ` 4.5 6 ` i � . � ! � � 6.5 - �:5 _ - _ . 1 i _ �oc�► a,�tox � L� — 5.5 � MAPtES � raie wer � L��DERDAI:E � we� a 6 • • ' • 4 �„ 5 i�l IAiA ( � � � l � ! { i t j t t ! � � •.. �.�� 5 � � �' UNIT = lK�NES 40� f . �• � t8 $G 3Q � lI1LE� 5 �r� ...� FIC�t��E �-�. 1-i�AY RAIfV�ALL: �-YEAR RETI��t+,f P�Rt�D c.a� � � ,� ( ANDO 1 _ - �— 3 ,t•TL.t•N T/C _ 6 � aC��t�l � 8! � 8 a I � 4 e ' � � J 9 � s 6 '� 6 PT e��cE 1�.� — � ( � 8 �1 7 9 sYV�x 1 a —�-- — a � r t o r e s e � a a a t .'�ttklTER 6 � � PA{.�it 9EACH 10 c 1fER iQ f _._. . t � ! s • , � � . e .". �� _ i . 1 Bvca +�,aTON ,' _„ A• I= NI4PI.E5 �'' � !t . LAS7�4WU.E - 41 t0 � �. t N YIAYi � e 8 . � 9 � � u�+ts : tNC�s .__ � , � i� 1#�IlLES 30 9 �� FiGURE C-5. 1-DAY RAIIV�AL�: 25-YE�►R fi�ET�}RN i'ERIOD c-7 . t 14 ' [ � � t3 �. �3 .. I.Alt00 \ _ �--- �—�— — �1 �t. r t �t. �r r � c , � _r Z �,� Q�E�� , . � P � Q � � 12. � - � ~ ` � 14 � � 10 �_ � — �= FT. PIERCE t0 ( ' � � � . i4 I � 1 .__t� �. t�=s orrtoiesss ��p�p . � �F Y�R : 6 °M.Y�9EAC11 i0 � ' wC � 18 � 14 i • �9�A.RR.TOW L� 11CA 22 so� +�C�r ZO NAPLEs IA FGR� . LAU RDALE �� i�l � • . 16 ! � 14 - — W�aw� �s - . ( i6 f J � ' 14 �{ 14 � � !4 � uNar : ��cNes i6 �4 �40�` � �• 0 1� 2�i 30 !� Tf.��a J.� FlGURE C��. 3-�E4� ��iNF�4LL: 7�Q-YEAR �E��RN PERiOU �_� � • Water Storage -.. - - A. Ground Storage 1. One of the requirements for dry reterrtioNdetenbon flood protection areas . is tha# each shall have a"mechanism" for retuming the water level to con- tral elevation. In such situations, the term "mechanism" is normally inter- pr�eted to mean something designed, fabricated, and instalied in or on the site. As a resu�, almost every such project will have something - a V notch weir, exf'�iltrration trench, key/m.osquito ditch sump, etc., - to provide the ' � required drawdown. Such devices may not aluvays be necessary. If it can be shown that the sal itself allows the water table to subside in an acc:eptable length of time, then no "ardfiCia!" mechanism need be installed. The burden of proaf is on the applicant, and District sfaff will not approve, or recommend for approval, a dry system which does not provide such mechanisms, be they natural or fabricated. � 2. The moisture storage capability of the soil profile has been estimated by the Soii Consetvation Sen►ice for the normat sandy soiis found within the Sauth Floric� Water Managemerrt Distriet boundaries. The total amount of water which can be stored in the soil profile expressed as a function of the depth to the water table" for these soits is: Depth to Cumulative Compa�ted Water Table* Water Storage Water Storage tFeetl ` (Inchesl (�c es� i 0.6� �.45 2 2.50 1.88 3 6.60 4.�5 4 10.9a 8.1$ The values in the third column represent the es#imated amaunt of water which can be stored undet pervious areas. after deve�apment. These vai- ues represent fhe cumulativ� water stora��e values red�s�e�l by 25 percent ta account for the reduation in void spaces due ta the compaction which occurs incid�:r�tal ta earthwark operations. An exampte af the use af this infiormation is: Assume the fiallowing: Average Finished Grade = i;.0 feet NGVD Average Ground Wate�` �evel = i4.t? f��t NGVD Percent of Project in Lakes =15°io Percent a�f Praject Impervious = �v%. �.. "�ypiaa!!y, the Seasonal H6gh Water Tabie. Con�uit with Disfirict statf rega�ding sita-spe- ci�c situations and questions. E-1 � Mike Guinaugh From: Beth.Tucker616 <beth.tucker616@comcastnet> ---�Sen� Monday, Apri)15, 2013 11:47 AM 1To: Mike Guinaugh Subject: Fwd: Hannah's Home - Tequesta Attachments: Hannah's Home Surrounding Permits.pdf Follow Up Flag: Follow up Flag Status: Flagged Categories: Red Category Hi Mike, I spoke with Joe Santangelo from SFWMD and he said to use ' but if we want to run the Geo-Tech then maybe it may help us.. Elevations were. East of our Site: 2' West of our Site is 3' and North of our Site is 5'. Also, he said it appears that there is no outFall and it just sheet flows. He asked what our plan was as far as water management. I said i wasn't sure, but we do have open areas that maybe we could caA dry detention. Also see below from Jesse, Carlos assistant. If we want we can get the No Notice Permit, but we don't have to. It's $100.00. He said maybe NPBWCD or Tequesta may want it. Though we may not even fall into NPBWCD it's like 2 lots away, but I need to talk to them again just to make sure. MQke it a Great Day! Be.th :`�rom: ",lesse Markle" <imarkle _sfwmd.aov� � ��: "beth.tucker616fc�comcast.net" <beth.tucker616(a�comcast.net> �c: "de Rojas, Carlos" �cderojas a(�.sfwmd.QOV> S�nt: Monday, Apri! 15, 2013 11:13:51 AM Sul�;�ct: Han�ah's Hame - Tequesta Ms. Tucker, Carlos de Rojas asked that I respond to your e-maii regarding Hannah's Home in Tequesta. The or�ject is located N�ifhin SFWMD's Jonathan Dickinson basin, which ul#imately discharges to the Loxahatchee River, The SFIAr'M� currently has no permit over your site, which malces defermining the specific outFall pcint and cantrol ele�iafi6on difficuit. Research of the sutrounding properties for which we do ha��e permifs indicates the following: Permit # .# Pro`ect Name Receivin Bod Control Elevation 50-05989-P 020509-15 Rood Nurse Wiilow Gien 8WM S stem 3.0-ft N�VD ��llow Glen at Palm Beach Ca. Drainage 50-05523-P 020509-16 T uesta Ditch in Riverside Drive RQW �•�'� NGVD 43-01325-P 000703-8 Tropic Vista Loxahatchee River 5.5-ft IVGVD The �3is�rict iioes acce�t ihe c�ntroi elevation af surraur��ing projects as a basis for determining a projeci's contro! elevation, but 1 recommend site-spec�c data, such as soil barings and wetland elevations (if applicable), to confirm that any assumed elevation is consistent with the reai warid. Likewise, I recommend field inves#igations and a topographic survey to determine ��vhere the project currentiy ouifails. �e attached a map showing the locations of these three �ermits relati��e to your site. There are other permits ir. the vicinty °-��hich can be viewed using our ePermitting site. 1 Thanks, �� JESSEM�4�, P.E. _ —." Engineer Lead Environmenfa/ Resourt:e Permitfing Bwieau � Regu/ation � `� Dnrision ti � South Florida Wafer Management District 3309 Gun C/ub Rd, West Pa/m Beach, FL 33406 -- Phone: 561.682.6873 � Ce//: 863.634.8221 � Fax 561.682.5918 To electronically submit a new application or a response to a request for additional irdormation, go to: +A,r � e +rt� ' Please note that Florida has a road public records law and that all correspondence vla email may be subJect to disclosure. We value your opinion. Please take a few minutes to share your comments on the service you received from the District by clicking on this link. � 2 . (3) Drainage. A public drainage facilfies levei of senrice standard of a� ��-� ' is hereby adopted, and shalf be used as the basis of esfimating the availability of capacity and demand generated by a proposed development project. ( Potab/e water. The foilowing potable water level of service standards are hereby adopted and shall be used as the basis for estimating the availability of facility capacity and demand generated by a proposed development project: a• Average day water consumption rate: Residential 236 allons/ca ita/da b• Maximum day water consumption: esidentiat 354 a(lons/ca ita/da Nonresidential None establishedlLOS standard shalt be established by 1991. � Recreafion. tassification tandard Area/Activi unit/ lation ei hborhood arks acres11,000 ommuni arks acres/1000 eaches 1 mite/31,250 otf courses 9 hotes/30,000 ennis 1 court/2,500 Basketbatl 1 court/2 5� Baseball/softball 1 field/7,200 FootbalUsaccer � 1 fieldf4,800 ta round areas 1 acre13,600 each access easements 1 per �h mite ofi developed or redeveloped beach ronta e fcode �s�7 § 73. i-53; Ord_ No. 16-1 i § �, �a�s-ao�� Cross reference�— General stan.dards leve! of service standards, § 56-161; developmenf standards; required facilities and infrastructure, § 78-339. �ec. 62-93, - E�emgstiQns. Individuai single-fairiily dweliings and dupiexes shaif be exempt fr�m �he provisions of this article if such single-family units and dup(zxes have been considered in a previous site plan review. !n addition, the village may ��est other development.rights in accordance with F.S. � 163.3167(8). (Code 1977, § 13.1-54) r > �. � i� MTP Group, /nc. � 8401 Lake Worth Road. Suite 231 Lake Wortf�. Floric4� 3 3467 � � � Phone: (561) 795-0678 Telefax: (561) 7 95 - 0230 MEMORANDUM 1��: Nilsa 1_acarias. AIC P C�>ntmunitv De�el U�)Illl'IlI UICCI't01' -�' 'illa��e i,F I�cyuc�tu , _�--_ 1=r��m: Ataria ��1. Tejt:ra. 1'.I :. " �,� �;� � � rJ� 1 �'; ; � J � �' �)i11C: r'�U��UST �.i_ ?�� i `. Subjcct: I f��nna's [ lomc Pcryour rcquest. +�e ha�c re��ie��ed thc li�llo��in�, document� rc�,ardin�� the propc�s�:d I lannah's fi��me: I. Traf'lic ��nal��sis prcparcd l�y tilcMahon ,1s,ociatcs d�t�d ,�'i�iril I�, ?Ol 1: ?. Applicatic�n ii�r Site t'lan Re��ie��: and 3. Site Pliui date�l ii08!3U I�. �I�h� pru�,osecl I lannah's f lome is a rede��ele�pincnt E�rc�ject ��hich is used t� prc�vidc room and buarci tor rzpectant mothers. Currentl}� lhe projcct provides room ,�nd bi�.'►rd fu� � nt��tlt��s (� beds). � 1ccordin,� tc� the traflic stucl�. at builciout thc prc�jc�t ��ill provide room and b��ard for 20 mut(ie:rs (?0 heds). "fhis prc�pert}' is localecl c�n the s��uth side c�I�C�unt� l.ine Itc��d bch�ecn Alternate /� I;\ and Iti�crside Dri�e, in thc ��illa�`e of . l . cquesta. � L�a�ed ��n the inf��rm�tion included in thc Site Plan. the li�llo��in�� uscs �vere idcntified: • L3uildii�� A - 13 beds • [3uildin`,s [3, C, D, and E— duple� �vith one Ucd per unit = 8 beds • Care t�ikers re�idcnce — 1 d�vcllin� unit • School/Administration — 3 tcachers and 3 administr��ti��c assistants 'I'he trai�(ic stud�� provided b�• the applicanl e��alu��tes traflic impact o1� 20 beds. l�oti-ever, as presented above. the derelopment consists of'?t bcds (as Assitited [,i�•in�* f�acilit;•). I sin�le-family d�vellin� unit_ and schuoVadministration I'acilities. Trip `,eneration ofthc proposed cic�elu�iment as presented in tf�e site ��fan is incfu�iecl in l afile I��hile I ahle ? contains thr trip ��en�ration rate,. TABLE 1 Trip Generetion � �and Use Amount Daily AM Peak Hour PAA Peak Hour Trafic Total In Out Total In Oul Proposed Assisted Liung Faullty 21 56 3 2 1 5 3 2 S�ngle-Family Resitlent�al 1 50 a 1 3 7 4 3 Total Pioposed 106 7 3 4 12 7 5 Ezisting Assisted Liung Facility 5 13 1 1 0 1 1 0 � - Net Traffie 99 6 2 4 i1 6 5 t�deren]ent variat4: :.ssisted lrvuy Fx.Sty � ALF Eeds �rx��= Fartdy ReSioenO� LY� c�IMiq isiils C.'•�'+rrs'�.�tari:i.[k�wments'�mtp'llannah's F'Ine�.rtf ! � - � . - � - - _ �... . � - _ -. . - . . .. . � � .. � - - . . . . . . . - . . . �. � . - � - �' �. �: - ;� Nilsa Zacarias_ �4ICP ; , , . . . . August2> >: 2� t 3 . a Hannah s �?[ace � - _ Paje � af � � _.. � � _ `� - - - _ - ; � :�, - �: _ ` - " ;- . . , � . ,,� ; ,; _ ,� TABLE'2 �� ` ' TriµCzeneraUOnNates - _ 4 Y f 2 � � S -. ��-- �.d'fK1V$8''.� . . IT�.(;Ofr2 �.�; L�11�Yfij1 14M.f�Cf�1lX?_' �° ��'�� -` _ ` ?i " �'� Tntal .. Fti ; f3sh ;Ta�. :l�r '`.4�i1 ' a Assisted:UvaiyFacit}�± aLE ' z54 : 2ss. ` o-7a : : 73st ;Z794 - '.-a2z 5?9$ ;7fi96 +� - Sfh9ie EamTy. Resl�ihaM , 21¢ � �- t6 �. 0,75 ` 254& ;: 7596 .. - ;: C;ia4. . 3Z9(v - - - :: .:.- ,. �� .c; � .: j : _.. - . . . . . , _ .,:. ., _. . > •, _ :: � � ' Lnln b:90 t„(x�; o.3t - - � 17a;esbasec[anPalrnBexhCourrtyTryrGenera�ionRalesNati�eqatedSeptemher12011 > �. _ � �. . ,. _ . ,. _ . <, .. 4 � 3 �� It ��ust �e notec� th�t the-schaol/admrnrstratron facrli�jr has been asst�t»ec�:asaccessoty fo the ritct�rt use �� T� y` � Y � proper[Jr.: provu�e rooni and b�ard fo� �xpectant ntothers - �� - _,_ - , m,' Traffic �mpaat of th� proposed development is mstgei�fican�� n the ad�acen� roadwa� netwo�k Ttierefor�s �he� �, �� pro�ectmeets the requirements: of Palm B�uch Courtt� Traff `ic P�rformaiice Stancfards '_ ;;, .�.T _ - - F � � -�' = Please address th� fo11��v�ng carnments . , - , < _ � . T �� _- - - � �� -� ��- Y �� - - - _ 1 �� ( a ..� . '. ".: '. . _" '" .-" • X � t ` .: ' _ . . .-. .,-� k Y A F � ' f �re outside stu�dents �xpectecl�Eo atter�d the fa��l rty?`; � _ , 4 � c � r � Gtanf�r the use`of the="cor�ered drop-ofP' area '�'h,s �s usually mc tt� da� car� �acilif�-�� 3 � , Facil�tafedrop=offat�d;picfc u�: � , ' - . ��rrt �, �: �� . t� appears-�11� n�mber�'of parkcn� spaces pr'ov�ded ra i� exeess o�tt�at reqi��red:�� th� tilitlag�.. ;��,, �� ;�, x �� u�,, the applicant' provtct� i�iore gre�n space it�ste�c� of �art��ng?' a` ' , �+�� ; � ',�F�.+i. s � `� . _ t� _ _ r�. � h � , : . ` .. : . --: . � �+'. � � : • . .. t `._ ; '_ :� - : y: - * Y `''�� }�: Should you have an� queshons; pleas� do not• hesitate to cont�.ct rne ' ��; L i t - ..�t�a� fi t �:�� . _ _ .'�:�R � : 3. = 5 -��+, . _ ' - .'f ' . . .�G� � �t. .15.F - FT �`it� S � r �t , - - � � V. 4 . % N _ ' . ' . ' 4 fL' . -�� `_ ^ .�- --.; .. . :: ! _ ?. E#` h � -°� t _ ' . r�% � :, ? s - 3 . ' ; 2. 1��` i 3 .. r r a ;- - •' � �,- , , ' ` ` � _ �i' , - - a� f h ` �j � - i� L - ' . '. '��c:, :. x `�a . . . - . ... � �� . },,�; : ; . x r x�:.'�a . ��:. - - - _ _ _ . . - � �� ; i-t �-�.. � � . * � L==t - J t �` � r - , �: '''� �iY�:. ha�f_�.. - . - - _.. _ � �� . A} � *'. i --�� } �� Y y- � � I [�7:� �� 1t 1 �>`f�"�. � _.� f i � ��ve.(�x , " ' F �y_�i S( -,-� � �,,� ,. _.-.. :� .-,: [ . _ ��' �+ '''�� 1 '1 :Lr1M �'�(�L F {�, , t�`'' y � { ix � Lr, � s t a z s�les.4 i-. . ' _ . �:s � � . �+ a � "� � � ' � :� s ' - � ;,' . �'�'� s ' y : �; i.� �V� L - Y . } � �;� ; t � w � - . T �� .. {� ��' � . 1' ?t �_.� .` .. .. . ' ' . �.. t �. :'s .-`. . :: ,:. � . .. � . " j� . ' .-._ - .' �:. � ` . � :'h Y�' � . .�� . . . . -_ . ,��_� � fzA � , � - _ 3f�� .. - . . .. . . � . � .. .� �.- -. - : . ;i -; . . ..�. . ..�-.. .;.: . . . . , ,' . .: .. ::.ry -:N.i -._ ' � . � _ '.�.. � :.. '.:.. ...::� ''.. _ _ . .. . .' . } rJ _ ... : ' ' _ . . . � { sk �� . . . ��: �....�'A`Y�r..r.�.,.�>.s.'i�>;:: � ..- .. .� _.. _. . .,._ _t.:.,.. . t_..:.. ..._ .a...�.�n,..._ .. .. .n ..�. .( .. ,.. .s - � . i . , :. _,}' . _ . . _- . .. _ . . �.r.�e�� r ��✓ 0 � y � ; . pESCq�PTiON L UMAR K .�� the RidgeviewT"" LED area roadway luminaire is the compact, efficient, �`6��'�� r .''�'` ��,='�" �. r":"� � � ':' :,��....:__.,,.�.�'e.� economical approach to LED area lighting. A pure blend of traditional `��,��,�.,�, _,,� ; form and LED efficiency; Ridgeview provides functio�al, low-profile �, ��i = design with excellent operating performance. Patented modular r. ��° �^� ' J :��r`. , � n �i�D� LightBAR'" technology delivers uniform and energy-conscious �`•`-�t•.:, ��i'z:'". i Ilumination to parking lots and perimeter securiry lighting applications. �� M., " ;, t��°`"'�^�.'�; e- - �, ��,�:� ; � , � ��, F...�`��' ,,{� ,. �, ;a�� ,- �. ��t.;c ��;. �, r'� t_ SPECIFICATION FEATURES Construction to meet customized application position of the fiMure during Fiugged one-piece, die-cast requirements. Offered standard in installation to pole. Standard si�gle -�- x��, aluminum housing secures the 4000°K (+/- 275K) CCT and nominal carton packaging of housing, ;_ ,�"' thermaliy conductive LED panei 70 CRI. square pole arm and round pole �'' � and electrical chamber. Low profile, adapter provide contractor-friendly � � x� 3G vi6ration rated compact design Electrical installation. Wall mount models .�� ','� ,� � � rninimizes wind load requirements. LED drivers are hard-mounted to feature a cast aluminum arm that ' E�ctruded aluminum frame secured die-cast aluminum back casting is directly mounted to a 4" supplied ��,� � � r S with stainless steel hardware for optimal heat sinking and wall plate secured with set screws. " �,"-� �.0 s,�,�� '�� confinesthe Li ghtBAR panel to o p er a t i o n e f fi c i e n c y. 1 2 0- 2 7 7 V �'��,� v'`�'" F��'�"�� i the thermally conductive housing. 50/60HZ, 347V 60HZ, 480V 50/60 H2 Finish ��°� 'i� I The unique giide bracket LightBAR operation. Shipped standard with Components finished in a 5-stage K ��'• panel allows for easy access to the Cooper Lighting proprietary circuit Super TGIC polyester powder coat electrical chamber. module designed to withstand paint, 2.5 mil nominal thickness for 10kV of transient line surge. 50,000 suPerior Protection ayainst fade RV R I D GEVIE Optics hours of life with >709�a lumen and wear. Standard color is bronze. QADW Choice of tweive 112) patented, maintenance. The Ridgeview LED Optional colors include black, grey AREA/R high efficiency AccuLED Optics"" luminaire is suitable for operating white, dark platinum and graphite rnanufactured from injection- temperatures from -30°C to 40°C. metallic. RAL and custom color -� _ 4 Lightl rnolded acrylic. Optics are LightBARs feature IP66 enclosure matches available. precisely designed to shape rating. Solid Stab the distribution maximizing Warranty efficiency and application spacing. Mounting Ridgeview features a five-year �� AccuLED optics create consistent Cast aluminum 6" arm includes limited warranty. pREA LUMI� distributions with the scaiability bolt guides allowing for easy D IMENSIONS (SITE) D E S i� H� � 6 H T S CO I�l S C) RTIUM- POLE MOUNT T 4 „ f101mm� �_ CERTIFICATIO N S UUcUL Listed LM79/LM80ComP s � 3G Vibration Rated u htBAF 11" (280mm� 15"(387mm� (15 2 6nmJJ IP65 Fixture Rating� �� 9 VYALL MOUNT ARRA Compliant -� � ISO 9001 49/16" 5�� (115mm� ENERGY DATP► � �128mm1 Electronic LED Drivg � J >0.9 Power Factor G Distortion � 11" (260mm� -� L-78-9/16" 1420mmJ � <20% Total Harmo� � ��y�gp�, 720-277V/50 & 601"�z � `ILLING PATTERN (SITE) 480V/60hz Q erature -30°C Minimum Te �� Ratiro T�, „�, 40°C Amhient TemP � B �t Tempan 50°C �Optional� ATt� — 1 Rating ' i 2 � 159mm� EPA tec (Sq. Ft.) � i-t�t6" EHaeciveProjected � i 127mm1 21/8" WkhoutArm:0.48 `��mml With A►m: 0.67 i..' _� 3i4'119mm1 SHIPPING DAT �ght Diameier Hole Approximate Net W� _, 1215�8" �76mm1 12.5 Ibs �5.8 kgs.) i Diametar Holes i a� '�O�R Lighting zai�-as-oE w•- \vw.cooperlighting.com � P�WERAND LUMENS BV BAR COUNT RV RIDGEVIE� Num bm of DISTRIBUTION ��9htBARs Power CurreM Q Curtent @ � � �S T4 SL2 SL3 SL4 SMQ 5WQ 5XQ RW SLR/SLL [Watts] 120V (A) 277V [A] � 7 LED LIGHTBAR � C01 27 0.23 0.13 1,886 1,858 1,796 1,842 1,869 1,895 1,842 7,959 7,929 1,965 1,8fi6 1,742 COZ 54 0.46 0.21 3,743 3,687 3,664 3,655 3,708 3,761 3,656 3,886 3,827 3,899 3,702 3,457 CO3 77 0.65 0.29 5,514 5,431 5,251 5,385 5.4fi3 5,540 5,384 5,725 5,638 5,744 5,454 5,093 C� 101 0.86 0.37 7,334 7,224 6,964 7,163 7,266 7,369 7,161 7,675 7,499 7,640 7,254 6.�� 21 lED LIGHTBAR g07 27 0.23 0.13 2,320 2,285 2,210 2,266 2,299 2,331 2,266 2,409 2,373 2,417 2,295 2 •�� g02 51 0.43 0,20 4,604 4,534 4,384 4,496 4,561 4,625 4,495 4,780 4,707 4,796 4,554 4�252 B03 73 0.62 0.28 6,782 8,680 6,459 6.624 6,719 6,814 6,622 7,042 6,935 7,065 6,708 6•264 B04 95 0.81 0.35 9,021 8,885 8,591 8,870 8,938 9.064 8,808 9,366 9,224 9,397 8,923 8,332 IUMEN MUL T�PL�ER Ambient lumen Temperature Multiplier 10°C 1.04 15°C 1.03 ZS�C 1.00 40°C 0.96 50 0.92 OP71C ORIENTATION Street S ide Street Sida Slreet Side .�/ \ � C �� i Houce Side HouseSide HouseSide Standard Optics Rotated Le(t @ 90° IL90� OpNes Rotated Right @ 90� [R90] I MOUry T�NG CONFIGUflATIONS Wall I�,n oun t Arm Mount Single Arm Mount 2 Q 180 Arm Mount 2@ 90 Arm Mount 3 Q 120 Arm Maunt 3@ 9ti Arm Mount 4@ 90 EPA:0.87 EPA:1.34 EPA:1.34 EPA:7.72 EPA:1.72 EPA:1.94 � � i � A�H( C �Bt Lighting NO7E: Specifi�ations and dimensions subject to change without notice. prj-08 1 i www.oe� Visit our web site at www.cooperlighting.com Z� � � �By oPirlighting.com CustomerFirs[Center 1721 Highway74South PeachtreeCity,GA 30269 770.486.4800 PAX 770.486.4801 20� 3� +' �. RV RIDGEVIEW ORDEq��JG INFOpMATION Sampl� rlumhar. �pqV-T2•802-E-OP 7 Lamp Type Distribution � Number of '• Opdons ° Aeceaam(e� " LD=SoY id State 72=Type 11 ��9htb+n HA=50 Degrees C High Ambient� MA1176-Xx=Singte Tenon Adapler for 3 1/Z' O D. Tenon I.�ght Emitting T3=Type III 801=[t] 21 LED LightBAR Temperatu2 Rating pj (LED) MA7176XX=Z � 180 degree Tenon Aclapler for 3 12• O.D. T4=Type IV 802=(2] 21 LED LightBARS WM=wall Mount Arm and Mounting Plate� Tenon �� + SL2=Type II w/Spill ConVOI 803=[3J 21 LED LightBARs L90=0ptics Rotated Left 90 Degrees �A��T�-XX=3 @ 120 degree ienan Ac�ap��y � 3 12 0.0. Tenon RV ° Rid9aview SI.3° Type 111 w)Spill Control 604' [4121 LED lighlBARS p90= OpGcs Rotated Right 90 Degrees MA717bX%= 4@ 90 degree Tenon Ada C01' 1 7 LED Li ht y Te �� p�ei �a� 3 12 O.D. SL4' Type IV wlSpill Control � 1 g BARS PC= Button Type Photocantrol (Specify pWp= Rectangular Wide COt [2] 7 LED lightBARS 720V, 208V, 240V, or 277V) MAt1»�XX= Z� 90 deqree Te�wn Adapter tor 3 12 O D. Tenon PEIF NEMA Twisttack Photocontrol+o T3S' Type III Shart CO3' [3j 7 LED lightBARs Recep�acle �MA118u-X%= 2� 120 degree Tenon Adapter f« 31f2' 0.6. 5M0° Type V Square Medium C08= [4J 7 LED LightBARs 7enon 5W�=Type V Square Wide 2L°TwoCfrcuils++ Mp��eyxX 3 90 �a) degree Tenon Adapter for � 1!2' O.D. 5X�° T e V 5 uare Extra Wide 7080° 70CRI/6000K CCT+= Tenon - YP Q y � a � 80�° 80CRI/3000K CCT�= MAtlex-XX= Single Tenon Adapter for 2 3/e• O.U. 7enon RW= Rectan ular Wide E° Elecvanic (72D - 277V) 9 lCF° ��9hiBAR Caver Plate Matches �� »'xx` Z�l �80 degree Tenon Adaplar fw 2 9!8• p,p, 34T' S47V Tenon SLL° 90 Degree Spill Light Housing Finish depree Tenan AdaPte.lor 2 a�e• o.o. Eliminator Left 480° 480V Ma� tea-XX= a@ t2o MSLXX' Motion Sensor for aNOH+' iena� SLR° 90 Deg�ee Spill Light opefa�iOn MA178S-X7I= 4@ 90 degree Terwn Adapter (or 2 3/8' O.D. Eliminator Ri ht 9 MSlX-LXX' Motion Sensor fw bi-level++ 7anon ry��;� OasignLigMs'"Coneortium�ualified.Retertowww.designlights.org�ueliliedProductaLicl swliChing MA Tenon under family Modelc for detailc. BBLEDCI.D° UL924 LED Cold 8attery + 2 B Inch Arm and round pole edapfer inc�uded with fixture. BeCk•UP (Sp2Cify VOIf0g9) �»�'XX= �� 90 degree Terron Adapter tor 2 7I8• O.D. Tenon ; 27 lE� Ligh�BAR powered at 35UmA, 7 LED LiphtBAR powered et lA. OAIRA707Y Photoconlrol Shahing Cap q Lumen values based upon 0000°K CCT, 350mA drive curcan6 45'C embiant opsreUnp Sq11dA�d Cdq �� hmperUUre. IIYMI{i=Field InsiaNed Wira Guard BZ=(Standard Color is MA7�00.XX=WaII Mount Plate (R Dnli Pattem) g Nat eveile6le with Two Circuil Option. Bf0I1ZB) g Add ae suHiz. MAt�Of.X7(=R lo M Square Pole Adapter � HA no� aveila6le with BLBLEOCLO options. WH°White MA1300.XX=R lo M Found pole Adapler g Wa11 maunt erm and mouming plete included with fixtura. BK=BIaCk MA726�=10kV Circuit Malule Replxemant 9 Specify voltege. Availeble in 120, 277, 208, 240V. Not�aveilehle wilh HA aption. AP=GfBy OAIHA707q=NEMA Pholoconlrol 720V 1 p Spaeily vohsge. Na� eveilebla with HA option. DP=DBfk PIBlIt1Urt1 OA/RA701l�NEMA PhdxonVOl - Multf-Tap >> Lawdevel oNpul veriae hy be� caunt, conauh factory. Not aveile6le with 3q7V or 480V. GM=GfephllB MBtell(C OAIpA1027�NEMA Phdoconlro1490V � 2 Camull factory for leed lime end lumen multipliar. 13 Sencor houeed in eMernal boK mounted to the luminaira. Raplece %X wilh mounling haight OMtAl201=NEMA PhaloconUOl 34N in leet tor proper lens selection fi.e., MS-LZ01. Nat aveileble with HA option, Consult tactary foreddilionel informetion. - -� q Mofion wnsor for 6i-level cwitchiag. Senaor housad in eMemel boz mounted to the - luminaire. AvsileWe in B02 - B04 end CO2 �C00 configuretione. Repleee X with num6ar of hars � \, aparotinp in low output mode end repleca XX wilh fixture mounting haiOM for proper lens , selection (i.e., MS/3-L201. Not evedeble with HA aption. Cansult fectory of edditionel � intormetion. t 5 Speeify 120 or 277V. Aveilehle wilh 801 or COl mn�guralions only. 25•C em6iant opereting temperoture. � 8 Stendard hauaing cobr is hranze. 1 7 Order seperately, replaee XX wilh color designetion. C � Lighting NoTF SpeaBcations and Aimensmns su6�ect �o chmpe rnthout noece. ADH092075 Visit our web site at www.cooperlighting.com 2013 17:24:05 wW W'��oops��9hting,com Customer First Center 1121 Highway 74 South Peachtree Ciry. GA 30269 770.486.4800 FAX 770.486.4807 2013-030� 78•03:59 �/�(.L/1.R4.:�../1 ' �)' J_ (� 11•�.-+c... - -..__._ ` . 1 '� --- � a . — t �,,-� — Cr��=1�.,..a.., ,l�-�::.� � � u� i c�� f'' j � �� . � 1 . , '� \...¢�C�S Q P.12' Y1�.1�.- ��.r,,� � � ._`� �.,�, �� w� �'.....' - ..� � Y �� '"" � L .. /'''"' -�, � ` �F �'f L � � �� f � ` �{ S ' �. . •�. _ .. `, J�'^, \ � "' `.._ ' \, � . "'� .. '....�._.' '�� . -��... "�• � Y� � �•--- - a-- �--� � ^ . __. � ` r � , ��._ ..-,,; _ . .... _ . .. ----�,�_ _.�.... 1 /. V. 1�1 •1.. ' �- � - �.�... �'� �_ : '`._ / \ • ..'�„__._�� .. /`►_ •--�~..�_._ ... . �� ,� \ �t� ~' .._ • �� ,. )� 'r�_..� -�-- ,' '� �' � •�, . �•�� _ � �.�V _. _ �� -_= -:- -�:- � „ � a� ��, .._ �_.. ._ � � - �.} �.;—_ Y._ �� ` ' , � --- V- - _- 'v .,_... _ .Y. __�. .._,,�... __._-` ....�. ...�,.. �,. �`,�. f < . � . . � / i � Y Y� �. t • .• �• � � � / ( h 1 . \ ' '� C _'.. T�.. ��.�� ./`�� . �_ .. ` • . �.... 1�. 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G O 6 B"STEP � V I L L A G E ~ � / / / / / / / � / ARCHITECTS AIA I I I 4W N CYPRGbDRNH.5U1'IE 27 � Tequota, i•T.33469 ( i BATH DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORM ROOM DORI[ ROOM �4 DORM ROOM �/3 DORI�[ ROOM $2 DORM ROOIS i �:sb�a9�v 9'-0" CLG lir 9'-0" CLG M 9'-0" CiG HT 9'-0" CLG HT I Fex:561-7431225 � wwW.Village. .ce¢� � � �+�b110:L1A5 �i i CIASET I 10"-7 1/2' 4" 70'-0 1/2` 4 7D'-0 1/2 ip I/2 B' q•_4- i'-p" I � i ' ; j � -- �--+ � I � 10 0 HDR i I W I � _ � �� I 1�"'1 � i i 31 30 � 29 28 . i � � Q , �; R_rao� c 000�. rio� ` I p NEW HALLWAY • q i o �� I o i �I �i Q ^�� ! s�oe :,rs, nNO s�ocK 1 1-�_�-___��__ \ �� veeivr - r.u�ch ezisnNC s_e nec . se� n�. ° cic ol'RY c! I I EXISiING W/iER AS REQUIRm. �ml�im SeAll R FRE � �FOUNTAIN � �I 9'-0" CL6 M p(7WGUISHER CAB!NET WRH �� 4 I "I � O�� I R STI G��ITI A4 t ) r F � I k� � / ;� a � � � SN 24 � NEL�ECTRIC I AHU A 25 p P____ I'�� I -� I �� ! � � � H� a� I i �--_- _�Q- --___ i 23 --} _ _ I � ., i ... 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TRE4TED LUMB�R CUi IN Flc'�D MU�T B_ _ I ' GBWEi W1rH � 1 � ' I CUBBiES \ % I I � i REiREATED RevisioIlF. � \ � a � � � � I I / ��TURSERY �' I �-� CONTRAC�OR SHALL VtRIFY EOUIFM_N', � ' ' '— � I � ' � �- L ' �� t � 70 -0' CLG H7 I I EQUIPMENT SIZ[ PND CLEARANCES .4�72��3 _ 2 10'- C_-G h:. Ip I ° L - _ _ - L _ _ _ . L - _J ` � � ' . � Ni REOUIR[D PRIOR TO CONSTRUC'IW � h ,� O , i ��;' �I i \-� N' Il � EQUIPMCNT WAL ENCLOSURES OR --- - j STEF �I is� �I ( �. I [QUIPA4[N7 PADS '___'___ _'__ ;�� I f0'-C C'_G �� i � I I6. PROViDE 4" 6A�- SOUNC MSULAiIOn '�N —___ , I CLASSROOM OFFICE �B` MIN. N I'�I 3 O O _ i ALi PART3TION WALLS _— - �-- FOYER/ RECEPTION a SEM RCCESSED FiRE I I 7. WATER SUPP! Y LMES SMiA'_! BE COPPER, y_ <'-0" EXI7NGU CABMEf VCRH PVC !S ND7 ACCEPTA6LE. s � I a 8 SLB C�.E. e° qc: j i SheMTifle: ' FLOOR PLAN � STORAGE �inoti i � �, 2. 3 z-ry �/-` (' \� ' �I I , �� _( � �� i �� F� � R i �, I i exisiHC .- g .- 7'_ I I t6'-o" �_ a' L' . , M' ' . � i i'-o' e' � � , � i � i ' - �� cwe eaR n--� I �}� TH' �' RECEPTTON �'' i - I! scale: � 3e• 7yp � f0. '_cL5 H ��' _ _ - _ - -_ t ', I � ( ) _ _ _ _ _ �1 � 1 � 4 �� 1 �� — Comm.: Date: � cO � O p O °' 12 032 7-10.]2 5-8 3/4" 12'-3 1/�+ I I �2'-3 �/a s'-a s/*' Dmwn: Q�ecked: o'-o c�c i CRA tv4?M . - � DECORATNE Fl%ED LOWERED II�' ��j. 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CLFPR y E"�I e. � 3E"x32 GRAb &vR -- .r- � �..� R? 3<' h.F.F. (lYP ~ i � " iOiLEf iI55UE 60� DiA � ..� � E' DISPENSER A' �.URNING CIRC� �\ �[�] 19" AF.F. F� I 1 o F� / ^�� ° �'_" _ � 1`�I i; � � � � —� � ';� ;�—�, TODDLER BATH ��j � o w . , i�� - i� �'� F� � F' �� i! � �� I WALL-MOU E I i ��—:ODD�ER �VAiORY � �I (: ��.ET�I \ � .� AT 2�� M!N. A.F.G. / : �; � / C�--�,, i �-- . �' �__ � � I YiALL- IINTED \ I i I ��qyq7p 7 �I � I�' 2-PIEC� C'��LOR�N'S � 3? MAX. i c� 10" ?O:LEi �__ � � � I' �� BATH �� "I, roi��r rssue ' �J � _ �� ISPENSER AT '�� — — _, i 1t" AF.f. . . — � . � I '�"'� _ � � � 36"x32 GRAB BPR � � 30'xS8' LAVATORY 48`x48' TOILET Ai 20 AF.F. lYP CLEAR SPACE CLEAR SPACE � � � TODDLER �ATH �3� �ATH PLAN DETAILS 2 PLAN DETAILS �� PrLrl of �'�+p� � ALl Ltc A� SCA! E: 1I2"= 1'-0" A� SCALE: tI2"= 7-0" _ —�_- � �Pr�� p m„ Vi11a6eAi ]okcwAln ALLtlph*�e+azvetl. "Ruvdvwi�gsareehv �mtm�u�icd� (murvdlrpyiu. NJ"_� iOGF'E F�US-. hG�NFTO� r "��'A a ' °° "^"'� D� V:iDE SIDE k.' A'_! 'O�_c S- �' � LOCP.iF F:LSH VAW: E=N:A'��. • ADJACEN" GRAb BARS. . .. _ --"—` 2'-10' IA:N- ., 8 i , t"-E" " 3"-4" Consultnnt: t C! EAR SPAC= �Q.EAR f � -I----f�`-t —_.'__ __� � � SPACE � � i � . - _ MIRROR I �� I I � , \ II NO -ACCE551 . E � I ,, I SHO 'R � i n 'I 30"a48" CLEAR � � I� NOT . hCLE B'�E � ' FLOOR SPACE/I ^ �'- S . E ISTM� I � � FftONT AP�PkO%CH ^ I �' � SHOW`cR RCOIA ' ��' � � / I i� V � I � x_ �� _— I ` � � _ j i � . �' CUR6 _ ( — ��__ ' _ _' _ � I I � �/ ��60` D:P_ _ _ I 4 NE BAT Olvl� 7llRNING CIRC� � � � / `i00R AIOUN'rK� PARTRIONS / � ; � � Sheet Title: � � 3 ._ g . 5 , . ,_,L — — I' 1 7 � 60 x-48 CLEAR � �p p r�re_7-� q . FLOOR SPACE Lla d 11!\d/tJ1V1 I � f FRONT ApPROACh DETAILS I 2'-10 ° MIN. jl � CLEAR SPACE t 8� �� _� I i" AAAX i8" VERfICAL � � GRAB BAR N'/ S[31e: "� "' NON-SLICK FlN':5� TO��ET TISSUE TpLEi�TSS�E iI lfY 1'-0" _ D':SP�JJSER A� ROB� DISPENSER AT �Z� �ONG GRAB BkR � A�--`� �HOOK � W/ NON-SLICK FlNISH �p�,; [��: � 19 � A ' F '�' 34" 0.F.F. TO C_ 39"v54" GRAB 12-03Z 7-?412 AT 34" A.F.F. �SEAT I Dtawtl: C71e[ked: WALI-AfOUMED I24" LbNG GRAB BAR S CRA 1VIEM iDILE"f �µ�� NQN-S�CK FlNISH O � � �34 A�F.F. TO CL � I Sheet No. y'-�o" r-s• z'-o^ uax � NEW BATHROOM PLAN DETAILS A � r A4 scn�e ,/z°= r-o° • FLAT CFAIENT TILE RODF ON 90 LB. ROLL SLATE Hpi MOPPED TO 30 LB. FELT TIN-TAGGED 70 8� STRIPS OF ICEDAM WAlERS41ECD WA7ERPROOFING MEMBRANE AT PLYWOOD JOINTS AS SECONDARY . WATERPROOFING TO 5/e" ExT. GRADE PLYWOOD � SHEAiHING ON PRE-ENGINEEREO WOOD 7RUSSES A7 24'o,c. W/ Sd RING SHANK NAILS 4 AT • EDGES AND 6"o.c. IN FlELD ALL TILE Tq BE f0AME0 IN P�ACE. USE AOHES'VE AT ALL FLASHING, COLDR TO BE SELECTEO V I L L A G E ^ COPIr. COPPER DRIP ON �'-0 9J16 1�2 P.T. OVER tx8 FASCIA HEEL HEIGHT ARCHITECTS AIA �yf9-6� B!= . i_ 4WNCYPR4'"fiDRNE5Ul7'E21 � IS�--- 2z4 AT b'-0" o.c ON 7'¢y�,��p[,�g5g � �10_-D° SDFFIT HT HOTTDM CHORD q Phoro:561-743-1959 2.4 P.T. LEDGER Wf (2)t/2" OIA x-- Fmc:561-7431YL5 3 7/2� LAG BOL75 INTO (2)2Xi2 HURPoGNE SIRAP AT FACH TRUSS aw V [ 7u;eels.com WOOD BEM1S AT i6` c W/ w SEE TRUSS PLAN FOR SRE w ' �' AA260011H5 $IMPSAN H3 HURiSCAN6 TE AT EACH �•_ I �R�dF STUCrO IRFATMFIJ SIDE OF TRUSS TOP AND BOTTOM 0 HANG ��I I 3 LAVERS OF STUCCO (7/8` TOT{�') ON SELL' FURRED PAPER flqCKEO MF7AL LATH ON 5/8" CD EXT. 6 SR1CC0 FRIEZE RSD 1" SJUCCO ORIP I PLYW00� (Sd COMMON GAIV. NAILS 6� o.a A7' EUGES, 12" c c. M FIEI.0) �ECORATIV[ IAUVERED AL4M.'NUY FlXED PANELS BELOW B�AM 3 ENTRY DETA{L w � Z i A5 SCAIE 3/a"= 1'-0' ^ Q SPMIED IHSlNA7pN � i i �� R � flN5 �ESpflICE (S OE901E9 NRN A 1ENf FlK'E AITIC. OPIbNS fOR O R-TO SPIPAV �MSIMTION AT BOiNiI OF ROOF 6ECKS AI� / 1 OPnoN t �I � f� � i R-20 ICYNeNE INSUUPON (OPeN CEL!) AT B.^,-10N Oi ROOF �ECK. EaI[ND;) � ��,J� INSUJiI�N TO BJJA i` 0� ICYNEk� SFYtAYEC ON :NSULA?ION R-3-6E. � FRAME 5'UCCC iREAiIAEN-: IIR-20 Wlll REQURc 5 4'N THICKNFSS) II x F � � � 3 LAYGRS O� SNCCO (7/8" TOTA1 ) OPiION 2.'OR ATiIGS WHER; n!ER= :5 �CYU� I � Q �' ( .NE ikStfJ:'ION Ah� ' ON 5-'_F FURRED PAPER BACKED I�NECNAN:CAL EWiPUENi) �' /� � METP.�_ iAi<-, Oh S�B" CO EXT. �R-20 ICYNENE INSULAiION (OPc� CELL) A? BOiTOM OF ROOF DECK. EX�ENC II � 1 1 0� PLYYi00� (Sd COMAION GALV. NAILS E" I� INSU'.ATIOIv' TO BEAM. APP�Y FIREFREE 88 COA?ING Bl' FlREfREE CMl1NG5, I I �� e.c. A? EDGS, 12" ac �N Fi[iD) �NC. (886-990-3388) OVER A�L E%PoSEA �:CYNc"NE INSUlATION IY. F.MIRc .� �� — I A?iIC PER FIRr'.FR�C 88's S?�CS. � 7 p� I OPI:ON 3 � I 1'-� 9 � _ (2) 2xiG MIN H�ADER (A? AL! OPEN:NGS) I � �EMiLEC 'S:AECiION 500' OPEM1 CE�,i SPRkYED POiYUREiHAN:. �NSU�AiION SUPPORTED BY 2x CRIPPLE EA. S!DE - 5/8� GYF BRC Ii � STRAP A'_L JACKS B:�N'EtN WOOD IIAi BOTIOM. OF R00` �:Li(> (R=�.E1/Ih, k-20 R_W�RES 525" N:N. HEA�ERS AND 2x TOP PIAiES W/ I I'HiCKNESSj � j � SIMPSON C518 CO:� STRAF W/9-iCc L- ' NAIL N`N. INTG FACn HE4D�. �ACK AN� FLA� CEM�M i.�E R00� Oh 90 �. RO�� SIATE^ TOP PJ,?E AT EAC�'. STRAP " CASING 70 B= HQi MOPP=D TO 30 LB. Ff� T TM-TAGGED QJ�fi F;AT CEMENi TiLE ROOF ON 90 L6. ROL� SiATE SELECiEC SELF ADHERED WATERPROOFlNG AIEAIBRANE AS H07 MOPPED TO 3� LB. FELT TIN-iAGGE� OVER CLA� CuSEMENt OR SECONDARY N'ATERPROOFING ON 5/8" EXT. GRPA�= S[LF ADt+ERrD WATERPRWFiNG MEMBRANz AS SINGL� NUNG YtiN�OY' � � WD. EX7ENSt0I: 3aA6 PLYWOOD SHEATHING ON PRE-ENGINEFRED WOOD SECONDHRY WATERPROOFING ON 5/e" EXT. GRADE - SfUCCO ORIP � 2x P.T. BUCK !'�� SIDES TRU55=5 A? 24'o.c. W/ 8tl RIMG 54ANK NA'!S PLVWOOD SNEATH!NG ON PRE-ENGW�ERE� WOOD SEAIANT OF WINDOri. REFER TO BUCK . o.c. Ai EDGES AND 6"o.c. iN FlELD iRUSSES AT 24 N'/ 8tl RING SNANK NA�:LS N�iES ON WINDOX' SCH!?. <`o.c. AT EDGES AND 6"o.c. IN FIE'_D �__-m_�_��_ �� ; A�LL TiLE 70 BE FOAM�� IN PLACE. USE ADHES!Vi V�NT =Ri� ATi�C: yCNi - REE AiiIC: $eal: � AT ALL FLASHING, C0.0F TO BE SELECT=D R-20 OPEN CE�L SPAYCD q� ¶LE i0 BE FOAMED IN F.ACL. USE ADHES!V[ R-20 OPEN CcLL SPAYED INSULATION AT 80?TOM 0` qT AL'. RASHING, CO'-0F2 TO BE SELECTED INSULATION Al BOTiO1R OF . ROOi DcCK EXTEryD MSULATION R00= DECK. EXTEN� INSUiAl10N it" HEEL i:EIGHT TO BEAM. REFER TO SPRAYED 77" NEEL HE:G;�R TO BEAN. REFER TO SPRAYED - �� !NSULATION SP!"CS TM75 SHEEI INSULATON SPECS THIS SHEEi GONT. COPPER DRIP ON -� CONi. COPPe`R DRIP ON 1x2 P.T. OVER lx8 FASCIF \ 1x2 F.i. OVER ix� r'ASCI� SJ'JNl' �� ,� 2x4 A: e'-0" oc ON �� '1�1�ERwk�� BOTTOM CNDRD —��— BOTiOMCHOR3 � � �Ae1'+�Le��d (2) 2x BO'ii0lA PLAiES W/ SIMPSON r 11�'-0' PJIE Hi _ _ AtO , -0" 6H _ viu�pxqrz�M pL�,i� — Y — 7' CS18 C01! STRAP N/9-10d NAILS P �' �/�, WC. 5 �� , 5/8" GYP BRD. ON Ix3 � p� iHR[ADED ROD CONNECiOR T MIN. IN70 EACH ,JACK AND PiAlF FT : .�— �URRING Al l6 o.c V��s� Nq 0.'/ NUTT AND ?"x3�n1/4" , � 5 8` GYF BR�. ON in3 6" STUGCC GRIEZE RSD 1'� �, ' wLL a e �, e ,�..�. EAC'-. STi?4� , Y F �. � � WOOD CROWN TG BF — W��"'-`� NRRING A 1fi o.c. '14neanwu�peRdc t/2' OU4RTER � ��_�- * SELECTED pmp 4' AND 2' SMOOiH -- ROUNO 6" STIICCO FRIEZE RSC 1"� i WOOD CROWN TO B' SE'iiCTED � HURRICANE SIRAG A' FAC". TRJ55 . SiUCCO BAND RA6L0 r HVRRICAN STRAF A' JCH TRUSS OVERHANG � SE TRUSS PWJ �OR S!ZE (muryala�� .' PNC 2� ��_ _ CAS'.NG G B�_ � SEE 'Rl. 5 P.AM1 FOR SIZE 2. FIftE 50F � `''�' SE1EC EG � � � \ �w � �'2; 2>E .0 PJ:i.- �—BONG BEAN - R� FEfi TC 5'F2'JC`Uk��. I I � (S�F YO F B=LOW;� I \ DRAWNCS FOR 52c AN� REWF. —�'—°"`-�`�""- ` _ 4--g I �--�PROV'D_ 90 DEGR�� -100K Ai TOF ConSUltent � TYPICA BANDING WIN UW DETAI ' I i �� `oR��T� o��e_Ba� AN� ��:: i I I�' k�_B�RT A. GPRGULq F.-. Ac NOTE: USE OF FOAM IN EICTRUDED SC4lE: t t/2'= t'-0� i 4 � II� .. -.,ctura� Ggnce-i�,c ;� s�•rcr�: STUCCO PROF1'�_ES IS PROH'�B�E� �: � I II Uc�� k; R}7y., � a i 311 9w;1 RG NSt?.11l BC/,(ri ftOilU a I I I i Pnona (SEIj 69F-555e 5/B" GYF. BD. ON � I '� I I I - 5/8' GYP 8RD ON 3�<" F.? i�l1RRING �HSfRUC7L'REO\LY� in2 F?. FURRING R- IE' � i�� GtNLRN'�_ ` �CAMING NO t: AT 16� o.c. OVER 3/4" RIGD _--+ I i FO�YUR�r4NE INSULk��!ON R 5.0 ReVisjop5: c c � , I (2) 2x10 M!� HFADER (AT A. ! OPEN:NGSi I � ) �,� SUPPORic� BY 2x CRiPP_E F�_ SIDE STRA� 1 i I �� A�,.L JaCxS BEfWEEN Y/OOD HEADERS AHG i 4JTij13 —_` 2x8 Yf00� B:OCKING �.' �� A1AY. � �z) 2' ro� PtATES W/ SIMPSON C51& b" COM1'C B�OCK n/ FLQAI ' I NCi=' � ' � COf SiRAF W/9-tOC NAiLS MIN. !N�C SPNG SUCCO �iN!SN NR ANG S=iM A' Whi�S FRAME STUCC� 1R:AiMENi' � =AC- HEADER, JnCK ANC TOP PLA'I�. A- I 'i P�U1AE FND CEIING E��_ . __ .____ I 3 IAYERS 0= 57UCC0 (7/8' TDiAL) ----- I I EACH STRAP I n',.IERNATE FRAA4NG NOTE: —SiUCCO �RI� ON SELF NRREO PAPcR BACKED � c� ft-i9 M�.� BAT !NSU;AT70h II: EX7ERIOfi 9 GA. V�ODER 1YPE JOINT REINF. � Cn51NG TG BE °'— . 25 GAUGE MEfh STUDS AND 25 GA. SRECTEC S � N , Mf"TA�_ L47H ON 5/8' CD EXT. � FRpA1E WAUS EV�_RV OTHER COURSE I I P�YWDO� (8d COA1M0� GALV NAI�S 6' � I FURRING MAY 8E SUBSTIMED FOR WD. EXTENSION JAAIB I c.c. AT EOG6, 72" o.c. M�IELD) I 2x8 Y.'OOC SUDS Ai Ifi' o.c. NON-BEARING IMEfiIOR PARTRION WA_;. _ m G I I AND FURRING A� BLOCK WA�-S AND " P.T. BUGK AL�_ SIDES � I CIAD CASEMENT OR CE:LING. (VERIFY W/ ONRJER) SheetTitle: OF REFER TO BUCK i '� � SWG'_E 4UW' W'N�0'h' s/8" DJ_ TNRc'AD=� ROD CONNECTOR � I Z NOTES ON N'INDON' SCUD. � I vcRT Wa: R�.NF - RE��Eft TO � I I NOTE: � �raiac wiNOOw sius To e= N� _ � J__ 5/H` Dn. l'F�RFFD=D ROC AT <'-0'� SiMP50N A35 TOPCANG S'RUCTURAi ONG . FOR S!Z� ANL� SPAqNG —� � $'x8" POURED CONCR=!'E K'/ i o.c. AND Ai ALi fARNERS AN� E�. \ ' x I 607704 AT 32" .. � I'I �'5 8AR CONT. (11'P) DETAILS 5!C= 0' OF"tNWGS � g Zx8 S�.LL F:AT G ��K'�i5 TO IAAiCY. S:ZE AND SFAGNG ---- - � � �` 0� VtRT. W!�' L REiNF. K'/ 48 BAR DA. I i BAS�OARG i0 AlATCN EXISTIJG ��t�'�� €A1BED ?HkEADFD ROD �'G CONNECTOR M1N LAF _,,.... E" M!N !N;0 CONCREfE FfG 645tD0AR� ?0 MATC4 E%IS iNG � Scale: � &� A'. 1E'c c. TOF 2<` � t/2" 6�_OCK FcCE55 3, � ' � I' I SEA;AN' 0'-0` MATCn EXISIING 0'-0' EXISPNG �S Ai i6�o.c �OG 24' � _' ' �FlN. Fl�EV.. _. z . - tir . 4�r #� �—. F002�E1EV. Z COttlm.: D3t2' y r. , _•.,.. , .. y � s . 1�2� WO- S!LL � S� ANO 2' SMOOii{ E �.•A•�� .i _ ... - -,�.:::. -e� � t.. Y2�€� .. ....sw.,. .�� 12-Q93 7-1a12 STUCCD 8AN0 RA!SEC GRADE � t GRACE }.� t �� P7CH 7° pryD 2' GRADE MUST SLOPE AN ADDiTIONAL 6" f j CONCy2ETE SLA6 ON 6 MIL VISQUEEN � - � � �� AWAY FROM RESIDENCE '� F.- VAPOR BARRIER ON NcLL COMPAC7ED GRADE MUST SLOPE AN ADDITIONAL 6" � y� --: CONCRETE SLAB ON 6 MIL VISWEEN CRA MEM � - TERMITE 1REATED FlLL REfER TO AWAY �M RESIDENCE Rr�t-T.� i � VAPOR BARRIER ON WELL COMPACTED '� � .;�,. .. .. IERMlTE TREA'fED FILL REFER TO � �' °' YERIFY FOOTING DEPTH W/ SOILS � ' ' "' FOUNDA170N PLAN � � " � � FOUNDAiION PLAN $h¢¢tNo. � ... ^ ; � :." � ':'::-',:• ' -::: �� ; �� , � .:I VERIFY FODTING DEPTH W/ SO1LS '�i ENGINEER REPORT ��'!'.t'i�.Z^..�;.� � � 1 2" QUARTER :'iY��.:. . � REFER TO STRUCTURAI. DWGS. ENGINEER REPORT _ �,;f'::`' ftOUN� .:..t..:..,:..i..'�'` •.:�' .. � FOR SLAB AND FOUNDATION REFER TO SiRUCTURAL OWGS. CASING 70 BE SIZE AND REINFORCEMENT FOR SLAB AND FOUNDATION SIZE AND RFJNFORCEMEM - SELECTED - :. _, 4 T�'��G�� -B,�,P�D;(�� !A+I. Q4W..QETAIi 2 TYP FRAME WALL � TYP RIURSERY WALL A5 r A C N07E' USE OF FOAM IN EXTRUDED SCALE: i ,iz•= r-o• A5 SCALE: 3/4"= 1'-0" A5 SCALE: 3/4`= 1'-0" �� SR1CC0 PROFILES IS PROHIBf�EU NOTE: USE OF FOAM IN EKfRUDED STUCCO PROFlLES i5 PROHIBIlEO EXCEPT AT FRIQE AND CROWN FtAT R(#)� NOTE� MODIFIED BRUMFN SYSTEM WITH GRANULAR L3'x3'x] C�Pti. STfEL ANGLE. FlNISHED CAP SHEET BY CAF OR FASTEN W/ 1/2 DIA. WEDGE APPROVED EQUAL lW0 PLY F�ERGIlSS ANCHORS AT 24'o.a FASTEN `HOT MOPPEO ON 30/ BASE SHEE7 � STEEL DECK 70 ANGLE W/ 5/8" yAILED TO DECK OVER 1' MSl1LATI0N Dw. PU��LE WELOS A7 6"o.c. OVER TAPERED POLYISOCYANURATE INSUUTION (A1iN 3 THICKNE55) GRAVEL STOP-NOTCHEO MECHANICALLY FASTENED TO ROOF DECK TO PERMR ORAINhGE PER MANUt"ACNRER'S SPECIFICATIONS. - � VILLAGE SHEET META! 1/9' �/S" S!OPE PER SCUPPER OPE1" � FOOT TO SCUPPER A R C H t T E C T S A I A 6� N c: YPRES DA1V E, S[7I'PE 27 Tev�. ecsssc9 rhm�e: sG1aAS9�9 Far.561-74;�Y225 �12'-0�" BEA4 HT - VERIFY � wN .Vilinge.Atth[iec5.c� �'(MATCH Fac1511NG Hn 7 ij2' TYPE B x 22 GRA�E 50 ��I�� `.° VANIZm G-60 STE OF UECK. 3-SPAN � � . � , pMWUOUS .'/STEN TO ALL � SVPP W/ SJ8' DIA. P E WELDS 6 6" o.c. PATiERN. FASTE I�E IAPS �'�� "�- �� ' W/ 7}'10 TE . F. EdUALLY 5 PER � CONOUCTOR HEAD �� SPAN. REFER 70 ORAWINGS \\ AND �OWNSPDUi ; ( �� p'xfi"x10' PU1E W/ \\ WHERE 5!'.OWN � _ }�2'DiA. NEtSDN S?UDS � � STEE W�8 .IDISTS AI 60`oR. REF i j I TO y"I'RUC7UR4L DRAWiNGS FOR 52E i i AND SNAPE Of JOIS? MENBERS o Q . ' I , I � � o � � � nP SCUPPER DTL cn �-+ � ° A6 scA��: , ,�z.._ i ._ o ,. [-� a w � FLAI ROOF NOTE: fLA? h'00� NOTE: ��1 �(�f] IAODIFI[D &TUTA�Y SYS�EM W;Tr. GRANUiAR FlN;SNED CAP MODIFIED BITUMEN SYSiEN W�TH CRANU:AR F!NISHED C4F �� SHEEf BY CA� OR APPROVED EQUAI iW0 PLV F�BERG:ASS SHEET BY GA� OR APPROYD EOUAi. TWO PLY FlBERGIASS � "iiOT IAOPPED ON 3��} BASE SH�E� NAILE� TO DECK Ov�R "ii0'" MO°PED ON 3D� BlSE SHc"C'. NAILED TG �ECK OV::R r 1 N i" INSU�ATi01: OVER TAPERED POLYISOCYANURA?E 1" INSUiAT10N OV�R TAPERED PO�YISOCYANUW.TE v �•✓ INSULATION (AIIN 3 THICKN[SS) MECHAN�.:CALLY FASTENEC ;NSUV.TION (M!N 3" THICKNESS) MEC!iANICALLY FA�ENED I Z� __ � ��; TO ROOF DECK PeR V.ANUFAC'URcR'S SPECIFICAl10N5. TO ROOF DECK PCR MANUFqCiURER�S SP�C:iICATIONS 1/g" I�d 1 1 2' IYP� 8 x 22 GA. GRAO= 5o GA'_vAMZEG m CONT. ME7A�_ F�,ASHiNG� µ'�P ROOFING � WRAP ROO� >>/�� E B x 2[ G4 GRA�E 5G GALVANiZED � � MEMBRANE OViF G-60 S'EEL RCO' DECK. 3-SPAN AIM. CON'.. METAi �iASHING- p�[MBRAN: OVeR G-60 SiEEL RDO= DECK 3-SPAN M'�N. OVER 2X P.T. NAILER TOF OF Wnli COMINUOUS FASTENED 70 AlL SUPPORTS W/ OVER 2X P.T. NAILFR TOF O� WA�..� CON71NUW5 FASTENEC TC A:1 SUPPOftiS N'j � (MAICI' ExiST;NG PROFl�E) 5/B 6:A. PVD�LE WF'tD5 B E" o. . 36/7 (MX?CH EXiSTING PROF� �; 5/8 �:A. PUDDLE WEL�S � 6 o. . 36/7 pATfERN. FASTEN SIDE iAPS K/ 71j10 TEK �"x3'xt" CONi. ScE� ANG'�. FASTEN W �AATTERN. �lSTEN SIDE LA°5 W/ 7�'10 TEY. SIAOOTN STUCCO 1 a" SLOPc PcR S.LF. EOUALLY SPACEC PER SPPN. REFET7 TO � �� 1/4� SiOPC PER S.LF. EQUALLY SPACEC P:k SPAN. RE.tR i0 FRIECE RSD 3 4� FOOi TO SCUPPER SHOP �RAWINGS 5/8' D'A. PUDD'.[ WELOS A' E'a.c. � FOOT TO SCUPPER SHOF DRAWINGS �12'-0' BEAN HT __ �12'-0' BEAM Hi �(I�ERI�� - MATGTi EXISTING Hi) '." �� Po�l' - MAiCI-, E%ISPNG ^'.j r .. STEE! EB JOISTS AT 60'o.c. REFER \ a �„� -_ . L4"z8"x1/2` w/ i/2" D�A S:EEL WEB JOIS 5 A: EO"c.c Rc.t�G _ . TO 5 VRA' ORAWiNCS f"OR S;Z �� —`-"- .. _ ..... .. . . _.... .. ... ... . _ . . ... . ..... .. . . ... ... . . . .-_ ... . .... . .... . - - �'.. . .. ..E"�EXPANSION 60_TS � � TO S�ftUCTURA0.. ORAWiNGS FOk . . . .. . SIAOOTn SR/CCO—' it� 0 S OF JOIS M[MBER . . . . . -.... Seal: . . ._ . . .. _� q, Zq°�,�_ AND SHME Or JOIS AIEMEERS FRIEZE RSD 3/4" CONCftEiE B:AM - REFER 70 STRUCiURA:. � 1f_ CONCR[TE BE4M - REFER i0 S?RUC,URAL � �� . Lt"ai'�7/64` 11PLl� BRIDGING AT DRAWMGS FOR SRE AND REINF. L4'x4'xl/2` a�/ 1/2" DV.. ' 1"xt HORIZOA7A'_ DRAWINGS FOR SIZE AND REIN�. W 2` 2 � � F�RS7 PANEt POMT PROVIDE 9G DEGREE HOOY. Ai TOP -- � �CHOR BOLTS BRIDGING i I /O A _ PROVIDE 90 DEGREE HOO'!. A� TOF I i NELSON S7UD OF EACH �Ek11CA'_ BAR AND 'URN OF EAC!-. VERTiCAL BAR AND iURN i I IN DIRECiION 0; BEAN IN OIREC?lON 0� BEAII ACOUS7IC SOUND AT��NUA?ION I j ACOUSTIC SOUND ATTENUA?I01. �/'� '. BATfS OVeR ALL CE!LINGS. Fwtld�]iav.c�]o.AHVITI2 BATTS OVER ALL CEIL�NGS. - � w�UeuErmun � �/ 1 ) � I �/� . /�, ,. As1'rlrip.ld � '.\ / YLL�ge/ucle4aYF AIA. Nc. � I I �oPYnBh� � 9113 -- V�I�g Azdu A1A \ I AllriqAtsn�amd. ___. I I � � Itao«!) I �NEN SUSPENDEC ACOUSTIC J�Y-L� rx(.m beu�.1 li 'i!E CErJNG TC MA�CH E%I�ihG I �� N� SUSPEk�ED ACOl1SIC �Y-II. �� ( T�:F C�IL!NG TO AUTC� �Xlc'rING �Kh� � . REVRTION 9'-�'. 72GF. HPNGcF � I E..EVF�TIDN 5� 12G�. :�tWC,EF � I WIRES AT 48 ANO (�i F��' �_ WIRES A- 46 AND (t) PEF `-"—""' �.-�- -' ' JG-t� �IXiURE UG,-'��' FIXiUR'. � � i � � , � Consultanc I II � I I A:B_kil P.�. i i I ,'.._�NV�m En9'nee:ing ::�snlc�! I I i i j t� �YY �" Ft ]b9: I . 114 9ps; RL� - �I ' S' Pku 6GCU iLPN� 5/8� GYP BRD ON 3/5" P.1 FURRING I �-- 5/8` GYP BRD ON 3/4" P:f FURRING Prict... (561; BBF-E55� II A' 16" o.c. OYtR }�q" R1GID A' i6" o c. OVER 3/4" RIGID I POIYUREfHANC �NSUV�TION !fi 5.0? I POLYUREiHANC �NSULATION (R 5.0) (FORSIROCILREOVLY) � I � � — --° E" CONC B�OCK K/ :LO�i ---------� NOIE S� CONC BLOCK W/ F��OR� I NOiE: �� SAN'J 5 11CCG �MIS.'. '0 I AN —� �-�-- NR AN� 5'iAt ALL WA��_LS 5 D S7UCC0 FIMS��. '0 MSTC�' _XIS'M(: I PLUMB AND CE:LlNGS �VEL MATCH ,9(IS?ING � Nk ANC S..M ALL WA� 4/71/73 � ___ I I� F�UMB ANC R� NGS _EVc_ j P�?ERNATC FFPMWG k0 [: I AL',ERNAI RAN'NG NOT.' -- —'-" P Gh. J�DD�� -� JC'M RF'M1�.�----- I) Z� GpUGE MErA: 5 UDS MJG 2> G�, 5 G�.. V+DDER TYFE JON: REI�.I�- -- I� 25 GAUG N�ti! STUDS ANO 25 G?_ -\'ERY 0?HER COURS i EV�RY OT'-ER COURS= -- ---- FURRING A647 BE Sl18SiRUTE� �Ofi I I I NON-8'cARING INTERIOR PARi1TI0N WA'_!. NRRING MAY B� SUBSTfiUTED FOR -- I� � NON-9EARMG INTERIOR PART1710N WALL AND NRRING AT B�.DCK WA! LS A!iD I� ANO FURRING AT B�OCK WA! LS PND � I I CEILING. (VERI�I' W/ OWNER) i CEILMG. (VERiFY W/ OWNER) -- - � -- VERi. WAiL REIN�. - R"cFER TG � I I NOTE VEftT. WALL REINF. - REFER TO � NOTE' ------� S'RU�'UR/�.'_ DWGS. FOR S�Zc ANL` SoqCiNC- —, I T1'P�CP.'_ WWdJW 5!L:5 TC BE STRUCiURA! DWGS. fOR 52E ANC SPPCM6 - � I il'PICA: N'MDOl4 SiLL.S 'ID BE L SItE2[ TiYIE: z� I B"�8' POURED CONCREfE N'/ 1 z i e"xe' POUReD CONCRETE W/ i � D`/ � �5 BAR CONT. (TYP) s � (t5 B4R CONT. (tYPj �011LVi11�161 COWES TO MATCH SIZE AND SPACiIJG —� � DOWELS ?0 MAiCF. 512= AND SPACING �I 0= VERT. WA'"�_ REM,�. W/ 48 BAR D:'a. <I � -BAScBOAR� TO Ok" Vr7tT. WALL REIN'. N"/ 48 BAR G'��.� <� i -BASeBOAR� 10 Mih' �.AP I � MAiCM EXISTING M!4 �_ . DETAIIS 1 1 2" B�OCK REC�55 �I I ��T�` `-XISiNG / �� 1 1/2" BLOCK Rc'CE55 G'-0 EXISTMG 7f� A' 76"o.c. TOF 24` - 0"-0' EXISiING V� �a AT 16'o.c. lOF 24" -tls . hFifi. F�OOR ELEV. Z - : . . `. �F"�h. F�OOft E�EV- _ . . �d�e '6 - T GRADE g ' � .✓ ,� , . . ..•.-r,"-k :.". T GRADE z ;� ' �w Y '�'�' �, .,. 3/$"�1-0 � � � CAmm.: DeSe: GRADE MUS SLOPE AN ADD:iIONAL 6' � I , -. �� CONCRETE SLAB ON 6 A1!L V:SQUEEN GRADE MUST SLOPE AN AD�ITIONn! 6� � �y CONCRETE 5_AB ON fi MIL VISOUEEN �'� �-1412 � AWAY FROM RESIDENCE N �k++-!a T ,. .� ,. `` VAPOfl BARRIER ON WELL COMPACTED AWAY fROM RES!DENCE N y�. srl...r --, VAPOR BARRIER ON WELL COMPAC7E0 - - - IERAIITE TREATED FILL REFER TO ^ ,'; -� TERIAITE TREATED FILL REFER TO �� Q ��' VERIFY FDO'�WG �EPTH W/ SOILS �� -- FOUNDAPON PLAN '�' :' ,` FWNDAiION PLAN - ENGIN:ER REPORT �"*' - �' VERIFY FOOI7NG DEPTH W/ SOILS ,..,a � ,*, _ - �A MEA1 ,,,. ,...,..'....?•'� REFER TO STRUCNRAL DWGS. ENGINEER REPORT ,�..• '' FOR SUB AND FOUNOATIDN � �'�'�•� REFER TO 5IRUCNRAL OWGS. SIZE AND REINFORCEAiENi FOR SU�B AND FOUNDATION $}��+tNa SIZE AND REINFORCEAIENT � TYP DORM ADDITION WALL �� TYP DORM ADDITION WALL A6 A6 SCALE: 3/4"= t'-0" A6 SCALE: 3/4"= 1 �-0" 0�5 � / � PANEL HB � / ~ � / � VILLAGE � EXR LIGHT � EXIT LIGHT EXIT iIGHT � � EXIT LIGHi � EXfT UG!i� E%R LIGHT � � EJ(�T LIG IT E](IT LIGHT � � EXR LIGH7 A R C H I T E C T S A I A � WITN BATfERY WRH B.4?IERY WITN BATTERY WTH &4TfERY WITH BAT�ERY WITti EATiEFy WRH BAITERY WRH BATfERY HhiH BATfERY 400NCYPR�DRIVp,$[777E'17 BACK-UP BA.CK-UP BACK-UP BACK-UP BACK-UF B/+CK-UP BqCK-UP BACK-UP B,4CK-UP . �� Piwne:561-793-3959 . . . . Faz:561-7431225 � / 1 / w,,�,�,�,:�.� �� ! I 4 I I � � J � ! �. � � ! �. WfiH BATIERY W,TH u �TfERY '� N�TH �BATTERY N^:.T i u �TiER� � \ CK-UF , � a BACK-�P CK-UP BACK- P -- =v� tj] �� t7� � � � � r � i ,_ � W/ CAR N X' CARBO � COM80 EMERG. AND � � O � I i i '._ DIOX19E �. � DI IDE EXIT LIGHT WR'ri , } � 5[NSO / � � \ � BAiILRY ��11F � / � / COMBO E1dERG. PN� � 1 — / �� r / — L � I I �� E%IT JGHT Wi?�, TO CONNECi NEW i ! � ' IJ � �� I I � O�� EXISTING WATER I � � � � i BATfERY BACK-UP LIGFf(5 TO EXISTING � I FOUNTAIN SEAii RECESSE� FlRE VcRi�Y A LWA�D LIG'iT5'�.. SLB ABC F.E. 5�" A�F �1 I ) EX77NGUiSHER CAB:�NET Wi7?i . � F � � _�_ � -- � � }I I ; ---- O O - __-- i — �I � �/ � I '� I PANE�fFiIC i�2U . -� -_--� SI' � � W . /1 I / ' � `I � � ;� o � ' � I I i EkISi1NG E! EC�RIC VP � I / / � Q (S� � \�� PAN:1S 01 [-K I - I � � 80 CdLLLON NRR. . �pj I i rr I A HTfi. QN GALV. MiL EN' I I � II � I 1 - y� IPqN / DRAIN TO W. � � � �7 , 4� EXiFRfOR I � t I i '�j �� .� I / //�_ � — EXII LIGHT , � Y I J{�"� FI — HACK-�UP RY — , � _ __ _ _" " __ __ _ _ � l - 1 � ELEC'IRICALNOTES: 6 -,0-=-- _ .. .. . ...... - -�-----�------ _. . .... .. _. .. . __. _ . _ . i .. . . . Q .. . .. . _ ... . .. _ . _.. - � �� uGDTiNG BfN . _ . _ _ Sea7 : .. . ... . . . ... . .. _. . NOTE: I 2' % 2' iU8_ � I A/C CONOENSER J/2 I ❑ F!UORESCEM FlXTURE I$ MOUNTED ON ROOF I I CAMBO EMERC. AND � 1' X 4' [' TUB_ btialMiE.M01ec � / � IXIT LIGH7 WIiN -- F�UORESCEM FlXTURl. I/ BATERY B4CK-UF AHU �1 ABOVE LOW-B0Y y� 1 1 ' (VERI^Il �, � DUP:Ek ReCE� A+Ph�p.!d � 40 GA! :Ol1 WATER HEATER � I ON GAIV. NTL PAN W Vi�ayeA�rh AlA ��, DRA't. TO EX7ERIOR I i � � 22C V ReCEF� � OI -- � I I I� �� SWi?CHED RECEP7 nu �� N � �� ._._ I � II # 5'NG_E POLE SWnC.-, �,�+0'o[�he.�w�ne R �aueramt.,�a # TriREE WAY SW-C- (o-anyan.spo��es I � � � FOUR WAl' SY;.�^�: .p"�,`��y��w'nf� ' NEW E�ECiRI � PANEi _ � . .��-.____.__ ' ' CEW�' � � q ��EPF:OIJ: f,NL Ok ItiiERN=: C.^E.� . - i MOUN�EC �p SMONE �E?EG:OR Consultant: \ WP/GF � � � /� � R�CESS_`D INCAN'J�SCkN' {<' (:nl.lcj � pl#�yilGiiT, $WlJJD I ' [ VP� DUPLEY RECLF� AND !J/C:a6��.0 � � � \ H r IN AT'IL� j \ � � � C�IING M�UNiEL� INCPNDF$CF�' e f D!SC ' 6" \ �mc' �\ �\ PCCES}� � � � WA.__ 1a0UNTED INCAOESCEI:' \ ` I _ N01E: I .�_ WP� L SCONC� \ USE TAMPLR RES ?A�'� � I . � RECEPTACLLS !,7 � � . , _. —.— L TOO�_F.R PiAY M€f i 4OO E%HAUSi FAN N/ _T --s �, � / 4 Ex�,�s< <A� xe„�,o�: R: i "l'> . — ___— - I I I ! ! . � ��GFI � . 9/T!/]3 —___-.- � ! L-___-I_-� 1 I .X:T '�IGY� I i -- ._-_.__... W�iH BATfEIjY� /� � ` EXII LIGNi BACH-UP {� � . I ` ' ' WITM1 BAiiERY J I --� ---. �1 �I � � / � BACK-UF I � CE�LING �AN I I � I . . ��.' . - _s,.. 1 { � � ` Sheef Title: 7ABL= 9-5 D � / �� y I I / � / D'OX0�6 FAN SIZING TAB�E _ FI14�7 FL 4 �� SEA!'. RECE SED S�=NSOR �i LARGER RN I MINIMUN � E ,�` LI � FIRE EXTIN�UISHER DIMENSION �� I FAN — S:ZE I COA!BG EUERG. AN� �1 CAE�,NEf Wil: 5� � I 72 R. OR LESS I 36 ItJCN � �y�7 EXR 'JGY? WiiFi A6C F.E.J4` A COM&� EMERG. AN� 12 - i6 FT I 48" INCh'I PLL91V _ BATfERY BAnK-UF �� EX1T IIGHi W7TF: 16 - t7.5 � 52� INCn'I - � Hn�"GRY &4CK-UF j 17.5 - 18.5 f;' S6' INC!-, �� . i 18.5 F7 OR MORE� 2 rANS i i/4"�1'-0' � ____�-- _ � _ _ _ Comm.: Date: 72 032 7-1412 ! II I I li I WP ��'' IJra�vn: t7iecked: I II I i II I � III I I III � � � � III I I III I Sheet No. � ---- -----___ ' NO PflIflM'lIONS OR NdfC1E5 SH1LL I eE WOE 0+ ANY SIMUC1URAl Mfli�ft � _ � RC1AlOMG CONCRETE lFiWS AND ; � � �. �,. � ,� � E 1 , , � � .�� ; � � � �. � � E L E C T R IC A L P L N . � � � '-' ;a. 58'-0"t 10'-5'3 6'-0' 3'-4" 6'-0' 6'-2" REMOVE EXISTING WINDOW EMWE E%ISTING AND CONCRE�E BLOCK. AND CONCRE7E E REWORK OPENiNG FOR REWORK OPENING NEW WINOOW AND DOOR NEK' WINDOW ANC 'STE 6'STE � Q . 42'-0' 3•_� ��Z• 6 ,_ p „ �•_4• 6 ,- 0 � ��_ s�_p� �._4. fi'-0' 4'-3 1/2 6 � A6 �AO RION I 6"STEP 6 • 8 6'S1EP _ _ VILLAGE .�-` ' �.� -a� - a - z r ��' - �-Pr'K' ARCHITECTS AIA � „ .f ••.,>.rk�-s- 7 _ `r t"-� `" .>-iS�rFi�k. k- .x'.r r: t-,. _+-� . 4W A' CYPRE35 DNIVE.SUI7E 21 a: k � �#.: rey��,�.a�scv 3{5 OOWELS n 3'-0" LONG � �-- 7 F��jhy'$� �.. �� "'f. = SET IN DPoLLEO HOLE$ FILLED ,� -_ � f� kQf:pTiDf( 4 % C��(]ry�� :; ��e:567'743�1939 W/ EPO%Y (x6" lAIN EAIBED) j ' � �- 7 y : �.� • Fax�561-7q3-1225 � INTO EXISTING FOOTING J� ��:., i l � ' s .:. aww.V ' :�, �.. ' illaBe�AmWtttis.cem \ � .. t 'N I 1 O � ;. .. :�: _. ... 1'� � -iHr ft4L€o Y � .•. ` I � j .. '� f� P S7U� �r � ' t . . #�� (��`�y,e�yq� ¢� t:. 52"X42 EEP . NC. 195 '� � � . . vnt�qwcs r.Y ' �S �W' x� oa as '1. , Frc w! 5�s euas I BOifOM EACH WAY I oowE� �s ena x ie° wr+c fi' IMO � k' �R'� ��.n$ r9/'��- �R+NS, n+gicnrev �+ w�k CsYr�t #e 4, a, �{._�, �V' I � exisrir�c sue aT 2c^ o.o. ser w/ � .., :., - ePO�n. e° niicK�eo s:ne EocE w �� kR �") wa �s,n4 a wvF' �sv 8 w�;�#ocY YAPViz �,� ..- - v i 1 y5 BAR CONi. AT NEW SUB ��.' � ��u CD�A�.r�P }t�rt€ ta�'Ee �� -�yW� 2L tl�Ew �ANP a� ' r I � : i } -.. ��M^p!'('n a�9 }� - �: . ; � � w � �" - xf{e ��t4R ��ik5 YR-t�t3GiRPMd[[ �tiiE -0r�4Gwt :: � • L- --� I �i Q � I ) BF��S9f51N1ME BoNS�€�S�F�..'NE'FAFD Ft1R'4AI�pU§' �� '� '� �2 �asoH aiceK w/ aps � Q , . o � �� ; F�a6rz M+�� TO Papv�oE.Aa�v-t F�I14�M£a �tak4H -� �; i' vEfxr AND� �ooas a'r iz'o.�. � I RFJAO� EXISTING �OR NO '� : � _- .:' _ J , I �\ � SIDE L'TES. PND Ai CK $TE { � . � .. • . .' .�- '{� I �I ' AS REQUIRED. � .' -:. �_` .. _. . ;_ . �-` . j'. . �.,I �I o � � �_� . .��, :_� o � ' �I ��/� V a � I eISTI G 7�AH ' ;._ '� I I I V J �� I J I ~— '�, - ' _''y ' d :,,, � i � � � x }� � i ��' � � � � � V ¢ i : ;, 1; �` i -if ° I �Q�� , REMOV� kXISi�NG 5� D R$ y � � � BLOCK UP OPENING PATC: � '}�. � �`2�� 3 4 �� t��7��" � � L ___I I � � O � � ��N SH ON iMERIOR S�DE y ' TO A{A"fCN EXf�ING ""� - � � �`��•�_ - 3 �: /� I U � �,: � L42�X42"x72' P �ONC. � �] f /'� ! ' .' f � - i fG. W/ 5�`6� f � Q�+ i f I - SP GAL�bIP W+R. . EL.�R, �}°� �' BO��OM EAC'Y WAY � � Cn I o \ I j � , �ktFk�� tr �_ '� ,� -flrtn M �� _._--' t 1 � � � �{ � ,I �OI � � � � � �# /cT 7 B 5 j _ A6 � I . 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ED COL OP?ION<l. ��-46 BLOCK DESGN�D FOR C EhN DOWE! h5 BAR x 18 ONG 6"'�MC INSPECTIONS OF F;�LEC CElLS ELIMINAi':N6 IXISIING S:AB F 24" o.c. SE7 W� H4NNERING, CHIPPING OR SAW:N.,. cyOXY. E' TN�-rKENEO SLAB EDGE W/ o� CONCRc c COLUMN '�'_ RE�NFORCl/EM �AS � ��h�� a NEN' <LAB----,� S.A�_ COMPLY Wil-1 SECTION �.10.5 O"r AC 318 "BUIIDING CODE REQUIREMEN:S i"OR 5?Rl/C?UR4L CONCREiE CON'RACTOR SHA'L YEkIFY ALL StA9 RECESSeS REOUIRED FOR VARIOUS Fl OOR FI� SNES COPfIRACiOR SHAi L COOROINA'c' Ai! MASONRY OPENINGS PRIOR TO CONSTi7UCTI0N NOTE: CONTW.CiOR SNF!� JcRIF" EOUIPMCN�, EOUIPMENT SIZE AND CLEARANCES REQUIftED PRIOR TO CONSTRUCTihG EOUIPMcM WALL ENCIASURES _ Fvaida 1ieiYe W. AR91TJ2 1 C ' VNagAie�Id�abAlA.la ' - a� r ,�°� - _{ � --�_ �ar��mu q ��+s� n�n 78 o° � . 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CONCRETF .N`ELS SttALL BE H'G-i SiRENGTti �'.M1TFLS AS MANUFAC'URED BY CAST CRETL OR ENGMEER APFROVED SUB TiUTE �� NiELS S^IA'.. '-'.AVC 8' NOMfNAL END BEA2ING EXISTING FIAT ROOF :XISi{��G ACCESS s e EXISrING� �AODRION L1 � �� 7p'� Lt _�,.s�s - ---- ---- --�.��....._,. ,.�.,.� ... �..,�,.....�...... EXISTING IXISTING SCUPPER SCUPPER '� � ISCUP ER II • • . ROW OF L7' 1" 7 PLIFf � ry ___� . __ ' ____�_____� -- BRIDCING A�FIRST PANEL PO�Ni'_____�______ f _'__ � r I � � � � � � � � ii I � 1 I I � I I ij I I I I I I I I H---= =------=-----'----------: — .� � iz'-�" Roo` '� I � is'-�"izoor� � � � � � -- � - I -- - i T ELtY (VERIFY) � I I . 7 E��y (VERItY)• . . FIA1 ROOF flOTE . I II I I I I �P�SNEET�BY GAF OR MP � H e0E0WLR7N'O�PLY � �� • • • • . ("IBERGUSS.`NOY MOPPED OA 30� BASE SHEEI' � �1 I I I 3 ROWS O� Li"xi"x7/Et' I TAPERED � I HORIZONTAL BRIDGING . THIq{NESS). MECH4NICA! LY FtS7ENED TC ROOF . � EXISTMG �� DECK PER ANUFA�TURER'S PECIF!CAi!ONc. I FATR00� i_-_.�__--__I-'_--_. �__--__-�--_-_-I___-__�__--_-�__-.__'-�--_I il � � � �� , �� i II . ,_�� . . . . . � � I I a a Nor�: I a w I � �� I pU� I I I p�C COMPRESSOR �2 TO BE I I $�I I � ' ASTEN ST EE �EC�K� TO GE W/�S�B µ DIA. � - -. _ I Q r _ _! __ - - - ' I _ __ _ _ ` _ I 20 O KS" e IN AONP ANCE k - - _ - - - �_ � I _ ! _ _"'_ u �A! S ANDS _ � PL1DDLE N[:➢5 AT 6 o.c.-� �� I I I I I I I I �"� I It �\ � I I � - ft � . . . . . . . • I[ �I I If ,'' I I I ROW OF ii�x1"x7/6< �p_;{�' I I I I � �_ _ ' BRIDGING A1 FIRS PANEL POINi ' �� t ------ r ---- 1 ---- t ----- r ---- 1 ----- t ------ r --- � u . . . . . . . . �H iz._a.. eFi � x�srNC zz�sa� I PU� -CN ATTIC , STaR � __ _ EXISIING RICGc - t - � GAH_E ENU . w 'u�,j ZONE $ 3 - I � �c I I' � ZI � I � ' ZONE } 1 a I � �', I, � %�\ I �� I � /�v � I � /�// \\� 70NE } L � ---- \ zoN: N � NAL'M1G PA�M1_ 8o RIHGSHANK ZONE � 1� 4" O.C. Ai EpGS E` O.C. A'. R:iERMED.R'E ZONc � 2� 20N` - 3 4" O.C. Ai EDG'c5 � F v 4 O.C. AT !NTERMEO:AT� Q�: GWE 01: S4N1ti1NG TO 1RU55E5 4'-0` I E%ISTING FtAT ROOF � I ,� I 7YPK�AL ° EYE6ROM'� (2)2xe F.T. LEOGERS W/ 1/S ��L DIA x3' TAPCONS FT 2¢'o.c. � W/ H3 CiiP 70P AN� BOTTOM AT EAC'+ ° EYEBROW" ?RUSS L1 70'-0" BN/ SOFF� • L1 B81 B87 BB1 BB1 �7 ��"' �/�/�`� /�//�� . / PROVOE 22" N'I�Ex30" �n - I �:NSU�TED 20 MIN R4?EC� ACCESS PANE� IMO AiTiC W/ WtATHER5TR1PPiNG Ai ,.. PANE: PE7211AE/ER ' a m - --�- --� --- � --- ---- I---- � --- -�-- --- p2'x36' � I �qT'IC � FROV�DE 1 LAYER 5/B' CD P��`T 'IX!' PLYWOOD AT TOP OF BOTtOAI CHOR� W STORl�CE . � -f alC..OSURE RCOM NOTE: AI/SONft1' GROU?� - 0 B� USED M FlLLED I � CELLS AND BONC BFAIA L3"x3"xi" CO�T. Si[EL ANGtE. FASTEN W/ 1/2" DIA. WEOGE ANCHORS AT 24"o.c. fASTEN 51'EEL DECK TO ANG'�E W/ 5/8" Din. PWOL WELDS A7 6"a.c. 12 BN � � 71PIC,Y. ° EY�ROiM� (2)2xc F.i. �EDG[RS Nj 1/<' DiF .3' TAFCONS F' 24"o.c. N'f N3 CLIF 'i0P AND 801?OF.' A� 1+CY 'E�'EERO:v' ?RUSS �7- �Np�.CATES A 2x6 k'OOU :EDG�R �Oi10WING R00�- SIOPE. FASTEN M'/ �'10 x3 I/2" SCftEWS SPAC�C AT 16' ON CEI.TEfi SiAGGERFD VILLAGE ARCHITECTS AIA 900 N CYPR6'S6 DRIY� SU11E 27 'Ce4ue ta, FL33969 ri�om:55�an3 Fax:561-0931225 x�vw.VWego-Ard�recfscom �� a � O � W � �� 1' � O � � m � � s�i : MlrMil E Mlller Flmida ticen.e W. ARn19Ti Y+Da�e�AlA.inc �A�bAlw AH dyN rta .�wo�ra�.nLxM mdae Leued te mr oue� pqcss •�wM.s�+,.;a. 'rne.KSa.-�mw.;n� Consultant A�_8[RT P. GARG�ULO, P.�. _ ��cWral Eng . g C . :�ic�• �fC� MJ Ff .11. ..1� Suv�E1NG MfR P4N B.AGr. � t(1YJR Fnc.,c� 1 5E�) 68F-55'.e Rf V15 1U i1b : _— -' 4/71/13 -_-____ � � � � e=n�a tiEic�+� ��cENO SheetTitle: � 0 :ATE a m � — -- ----------------__ T ��/� ,�._ e.� BEAIVI PLAN sa�,r � m ----------?� ____-------� ------- — � �� PROJiOE 22' WiDEZ30" N��.G4 � m a - MSUtATED 20 0.iIN RATED p � ACCESS PANEL IMO AIT�C V�� 10'-0" P1�'.E hi a � W/ WEATHER5TRIPP�NG AT ° . W1O PAN� PERINEfEF �, L rc4 ,p y �� a �� 70 el, Scale: 1/4"�1'-0" � �� i2'-o BH �+�.: Date: � esi eei eei � i � eei .eei aei 1&D32 7-]472 �7 10-0 BM SOFFIT ' � �7 � 1D'-0 BH/ SOFFlT �� RAKED CONCRE7E BEAM jhgWR; �ked: I I AT 6:72 PITCH � �� N � �!o � c� 7YPIC�M. �YEBROW� - �,�:Q � .- (2)2x4 P.T. IEDGERS W/ t/4" r+ � � -__' NO PEIEIM110N5 OR H�iCFES SFWL OIA z3" TAPCqNS AT 24'a.c. -- --- � �� M �, �� $hFftNO. W/ H3 CLIP TOP AND BOTTOM ��X ��E �5 � I AT EACH ° EYEBROW' TRU55 2u1 � o. I�� . �� y�m 10'-6' BM/ - • BEAYS N7IlpUi MRn7EN APPROVAL BY V � 70'-0� SOFFIT � � � � �' 3 B�AA4 NdfES i. AL.L BEAIAS SHAL� ;JVE {/3 S-IRRUPS A7 24` o.c. MA%. 2. CONCRE(e BEAM �EPTHS VARY + OR - 2 FOR MASONRY OP'cMNG REQUIREMEN*S R t ti 0 r --------- � � exisnNc SCIIPPER I I � � I � '�I' TRUS.S 11E DOWN COPN�CTORS PRODUCT NAIL$ TO PLl'i.5 TO AlOWABIE U'TE�!� L�S MPR�YqI. MARK CO�E TRUSS SEAT/TOP PL IfPi1fT F�(pErs[1q) F2(P��lEU NL4IBER O HETAL20 15-7Ddx1 1/2" EMBE� 1870 } 415� 1100j FU7473 OB NETA76 10-tOdx1 1/2` EMBED 1805 / 335� 730{' � FL11473 CO LUS26 4-10d 4-70d 7765 p - - FL10655 O H10A s-iodx� i/z' �s-�oaxi i/z^ �ianp 590� - 285} FU1478 O I H3 4-8d 4-Bd �55 �' � 725�,8 160� FU0456 i__� F PA23 14-76d 6" EMBED 2815 � - - ' ��13904 NOIE' 10 A!L ROOi TRUSS TIE DOWN CONNECiORS SHALL BE GN.VAWZED. TRU55 CONNEC�OR PRODU� CODE NUMBERS ARF AS AIANUFACURED BY SiA1P50N STRONG-TE WMPANY, INC. SUBSTfNTIONS ARE ACCEPfAB_E Wi7H TNE APPROVAL OF IHE STRUCNRAL ENG!NEER. NOTES: i. RDOF AM'� Fl.00R UriNJIS R'�nOfD ON �HkSE P�vS iNK BCEA' USEO F0.q BI)1'�GlfW' SiR✓CNRIl AkJ ArtCH�TEGTURA! DESiGf.'. TRi/55 A�NUfqCN4ER IS RESPONSIBLE FP2 FlN1L RtUSS UYOIR. SPMJS. AND OL. TR✓SS/HELOFR ENCINEFXI/Y'. CIiWCES TO INIS IAV(YJT TFl9T AfFECT $lRUCJUWA pR ARLNlIfCTURK DESK.�+S AS SHOWM1' ON iH5 R.N' SK4i BE PRONDED TO AND APPlt0Yf0 BY THf .�RCwiEL� PR�GR TO THE FABR.GtMIN Of TRUSSES 2 MOOP �R4SE5, SHLLL BE fABRIGTEO BY A UCENSm W00p TRU55 ABRY'�.ATOP. 1RUSSES SML'l B£ NRnVSHEO IN ACCpRW!.t'S WRH pE51Gk5 PREPARED Br AN� 9f,A'FD M'D SFAt£D Bf' A FLOMW REGSIERED PROf6SMAVAL EMCMIEfR. TRU55 OESIGH SHCL FO:LOM" ]HE SPEGiIUTON$ AS OIfILMEO BY 1Hf TNiIOHAL DESYGN SP[C1FICATICIIS FOR SIRE55 CRAOF LUAIBER' hVD IT'S �ASIfMNGS BY AYERifAh' INSRME CF TIYBER CONSlRUCIVfM' (UTEST RE�1SroN). AND 'OESCN SPECIFlCAiqN� FOR LIGH! V�� vUTF GYM'MECR11 WOOD 1RU55[5 Bt' m� rauss ru�[ wsmurr. 3. RIE DE51GY( AND 5/pP OftAM1NG5, n5 Wi1t AS Mf FABTGlIGJ 0Y" w00D TRUSSES, N1Lt G" SJBJECi i0 iNE �M1SPCCI�ON .WD MPROVU OF iNE ENGINEER A'I ALL 11Y6 4. THE 14M'DLkJC ANp ERECTK)n 0� W000 iRU55E5 S�ll 9E IN ACLORpWC£ W�TH iHE SPEC+�CAMY:S NOlEO ON iHE ➢tT4^N ORAWMCS. 5. Kl EN4YNEEFED 8EA45 ANO MElAL COMVEC�OAS 6EIWEEA Al4*ERNL SUPPLIEO Br iH� ift1155 N4NUFALTURER SW,!L BE SUPPllcO BY Tik' IRU55 YAWI. A�iURER 6 A�TA^_N UAllFYS PNO TI:LT-6eGK5' M ACGYMLHNC� NSTH 111U55 SLPPL!Cli 5 OETAILS. EXIStING FLA' ROOF OL516I1 dtllGll o�s�cr+ cooe �o�oR eu:n�;nc cooe zoio ACi J18 asce �-io sur�emvosm �a�os: IIOOF. ATRC SIORV6E 9R1�S MT P005 p:1➢ LO�C = 25 pal 39 pal JO!5": 1.5 os� LYC tOPL = 30 pe' 35 psl PCK: `.B ps� :O�AL - 55 psf 65 ps/ II�LSUUTiON: ..0 pat WNO: W,'k: SPEEC� = 1]0 mp!�. ROOFINC: 5.9 .�s1 E%POSVR� 'C" IAFC!i4N'�C<:�. 5C a^! BUILqM: CATEGOR� il MRERW�L PRESSURE COEfF'C�.cM1T = D.16 N9N0 �.MPORTANO_ FnCTOR = 1.0 YFAN ROOr'r•CF' = 1<•_c• .OUNMi�ONS- FOUNOaitONS OF3�GN� i0F Av R_O'N�B_ SA�'_' BARiNG GMAC�'Y OF 2.500 Os� CONCRE"c: 3.DOC. �s: FOR FUO'iNCS AN� S'J�BS 04 GRRO:. 3,000 ps FDfi A, SiftUC'UItA'�_ COn�R� (U.NO.) R/ WR'rR /CEML� i fNTC G.Sa EXIS`:NG RGO: a,CCL55 NATCN RE:N�ORCINC ST�L CONFORNS �0 ASiV A6t5. CRh:� 6C DEfORMEO BARS. Wc�ED WiR_ MES!': CCNFORtaS '0 RSIM A--185 �SQy@y�'A�y„�� NASONRY UNiiS: ASiM C-90 {Ym = 1,500 ps'J MOR�PR: RS�M G-270, 1YPE 'II' Oft "5' GRO�' FS�lI C-?J6 (PEA GR4�L CONCRE`F IS PNOti'�BRED) smUCIURA SfEE'. STRJCnML SI_E� ,- ue.NG s�nn'_ cONFONU `o ASIM A-500, Fy = 46 ks. SIRtICTURRL SfEE�� PUTES 5!vil LONFORM TO ASlM A-3E- A� 9HOP CONNECnON_ SHI�' L B� wi:.DCD Ui11JZIwG E]0%% E:�CiR00E5. VqOD STRUCiURA! NYIOD COMPONENIS SMALL i1RVi ir-.e FOL'.OVI�NG NIHIMUM �PSI.i. FIBER SRt�SS� BENDklG: 1.200 ps�. SNEAR'. 90 ps� WOOD � COMACi M11H M450N2Y OR CONCRETE 54P'- B: PROTEClFD O4 PRESSURE IREATED iN RCCORDPNLE W�'H ARC-103. LL4NUFRCTUIi'c0 WOO�: MEl18r�t5 [3ESICNATED 'LVi (e.g. , 1-3/s" x 11-]/8' LVL) SNa! BC W/INR.iFL VENEER LUNBER AS M4NU(ACTVRED BY TRUSSJOST IAacMILLAN (M!CRO',':?k.), OR ENG'�NEER APPRp�� SUfiS�?U*�Oh. �_ _}1�D os', E- 2.00�.000 ps'. Fv = 285 Pe�. NEW 72'-0" BH � � SCUPPER , , EIaSTMG SCUPPER ��urrcn �• . • � • �....rncn � � . . . . ' . . I . . 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S .. ... . . ............................. .. ....... . . ::...............�.......... .............� .... . ....... ......... ...... : : �: :: 6 : ... ... .. :f:::::::::::� 10�12 IOf12 : �.. ............ ...::....................::... ....: ��10�12 10�12�� IO�i2 10�12�� 2'-II• 2'-11• P'-11• 2'-11• ... ............... ...................... .... .................. .................. ... ....................... .....:� ••..•..'.: IO:I 10:12 ..•..•••.•' S'.10' I 1'-B' 5'-10' p�_3� 1 �. 1 ll�l �� 1L 1S � 6 1] JL V A3 � I L trmted 6z6 wood peai w/Ix fornng (tyPimq eidiag nibng ��:�2 IxC hiaza ftypiml) dee. venk ftypiml) I�: IOil2 r �� I I I I � � ■ � � ■ � I � � � � i�� I �• � _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ �._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ' _' L —____________________________._L_--_—__________--_--_____—__--___ xoee: �,�i�os moero �.e��a ��. a�-o• ,no�� lI� � .d�l ll 1G .14� J�e �V � 11 � � � walk�ng eerlace nd may not have epeninqa Shrovgh rhieh a aphere 4' I orlarger may paae A� IOi12 \�� u ahukCer (typical) top of Iek floor walle (!xlerior Gr¢en Bloek ICP walla t mee�m��nmed w,ua] eop ot lat floor deck Cop otfo�ndalion Green DloeklCP ralla top ol faundabon foakinge a (typimp eC Iloor walle Green Block ICP watle r framed walla) tYPical) a0 floor deek reen Bloek ICF foundaNOn walle �undation foopnga , � � � i � i I �� I I yvy :,ig umvaQ _ �A :aleog ZIOZ `TZ �ENI /SVl ��ed 6em +a6�e� +o ,y -- S �S � � � V 6 1] � � � � � [a1 � � [ a�ayda s 4oi4w 46nw47 s6umado - oncy qou Few pue voe��ns 6u��elx ano9� .0"�£ 'mm pua��a qsnw c6uil�t+ uaoN ___ _____________________________________________.�._ T-1 �--- -i----- e6mioo�uoyepunoJ�ado4 ______ ________'_____________�_______�___________'______ ______ _ Q (ISOidRi) �a9i�4� cpu aPUB clls�. uoiiePUno! d�l iael0 uaa�'J io dq �Z/1 I i � �aaP +ooli �� 1 lo dop p+eo8 P�e9 Bzi � o �' ` 6u��m. � (�eaidRq) 6uu�n� x�/r 6uipie i�ad pooe 9K9 P�iea�q � (olle.x pamu/ +eua7ui � y =�,�M �,� „e�e �,,,� �o„�a.�� o��e.x �ooll Oel lo doy 21�01 O (ISmdRil azm�l 9xl � Zl��l I V ` I Z1�01 i"" V � � F"� � � [ � g � j_p [� y'j ��(�}'� Ev os.a ,c�w ,oc,ei ,e ,y r, � A�� V 8 11 !J1 �� 62i 6dL � i a cydo e 4a�yx. 46no,�y9 v8muado n Y �au Acw pue o i+ne 6uqlcw no9e .0•�fi'uiW Pue�xa icnm a6vi��s� �aaop � ______�� ______��________��__�_____��_�__��__��______��___� r - r - _________ __________________________________________________________ a6uyootuoqepuno��odo� 0 9zs`z �t�iai cpe.x uaiqepuno� ��I �I�o�g uaw� fo do3 p�eoB PueB Axl OST �A��d'��J .zn i i �»p �ooit a�� e aoi T60`I �aoedg jmra� ' SSO`T :IOO�g lsng 6uiP�e ��d.T.�� d N g.1.T1� 6vipu ' o b6Z`Z n�=�aaa� b��„� , i i.� :` acod Poon 9z9 Pai��+i (I��d/.�I vzoi+i 9w1 (ellen Pawei� +ouaiu� � 68l :qaiod •no� oii�"�. ,oau �oie�o aa} �o�,�an> 6b0`l �aoedg�mzi� zi�oi 9S0`I :loo�,� asn3 3'J�Z003 �IdRaS �iurn ai�o 6vs'scvus•a w�svc9rosz va0000 �av <x �+rt [sar*naaa� vr�=v� wsfs'�i+�a�a� z �oi a*o�msnouR �i��aR�l a:a„f s.� zi�oi �S3oM'a�Idm6�P[�`J airo� �'�� e� .w�v SfMg'I+�DppS��d �a,� a� o • � �� - I L I � I . l DOOR AND WINDOW 5CFIEDULE WINDOW9 AND [%T[RIOR DOOR9 �ROOIICT D[91GN �LORIDA PRODUCT APPROVAL NO. OR UBlL QUANTITY ROOM • ROOM NAMC 912G DC3LRIPTION MANIIPAGTURCR MOGCL GLA58 A77ACNMCNT KGY pRE99URC NOA R!I'CRCNC! NO. O � 100 UVING ROOM 36'W % 80•II 91NGLG [NTRY �OOR QB 1 100 LIVING ROOM 86'W X 60•11 SIN�L! WIHDOW OC I 100 LIVING ROOM 52 I/2'W X 98 1/4'H (2) WINDOW9 OB I 101 BCDROOM t3 96'W X 60`tl SINGLG WINDOW BO � I05 BEDROOM !2 96'W X 60•H SINGL� WINDOW OB I 106 BEDftOOM !I 96'W X 60'FI SINGLE WINDOW OD I 107 KITGHlN 86'W X 80'H SINGLC lNTRY DOOft OA 1 200 LIVING ROOM 86•W % 80'tl SINGIG ENTRY DOOR O 9 200 LIVING ROOM 96'W X 60'M SINGLB WINDOW eO 9 201 BlOROOM /2 96'W X 60'H 91NGLC WINDOW eO 1 205 B[DROOM il 36`W X 60'M BINGLG WINUOW DO � 206 RITCH[N 96•W X 00't1 BINGI! CNTRY DOOR INTCRIOR UOORS lO I �a� BCDROOM t3 96•W X DO'tl RX - INSWING Y MANUPACTURGR NA NA 3 1 101 BCDROOM )3 60•W % 80' BIPOLD Y MANU�AGTURCR NA NA O � �pp ryq��µ�pY 60'WX80'H BIfOLD YMANUPAGTURER NA NA O � 102 nALIWAY 28'W X BO'N LH • INSWING BY MANUFACTIIRlR NA NA 3O � 103 MCCHANICAL 60'W X BO'H BI�OLD BY MANUPACTURER NA NA Y MANUPACTURER NA lO I 104 BATH 96'W X BO'M RII • INBWING NA O I 105 8lDROOM /2 96•W % 80'M LX • IN9WINA Y MANUPACTURCR NA NA 3O � �OB BlDROOM /2 60•W X b0'N BIPOID Y MANUI'ACTURlR NA NA O2 1 106 BlOROOM tl 96•W X 90'H RH - IN9WING Y MANU�ACTURLR NA NA O 1 106 ElDROOM /1 72'W X 90'll RH -PRIVACY Y MANIIMGTURCR NA NA 6O I 200 LIVING ROOM 24'W X 80'N Rt7 - �NSWING Y MANU�AGTUReR NA NA O2 1 p01 BlDROOM f2 86`W X 80'N LH • INBWING Y MANUPAGTURER NA NA O3 � E01 BlDROOM 12 60'W % 80'tl BIPOLO Y MANUPACTURCR NA NA 9 I 202 M[CMANICAL 60'W X BO'il BIPOLO Y MANIIMCTURlR NA NA O 1 209 MALLWAY 86'W X 00•tl LII - INSWING - 1 MR PIRE RATlD DOOR Y MANUPAGTURCR NA ryA 2O � 204 EATM 96•W X 90'll LH • INSWING Y MANUMGTURER NA NA 2 1 205 BlDROON / 1 96`W X 80•II LM - INBWING Y MANUMGTURCR NA NA O3 � 205 BEDROOM II 60•W X BO'N BIfOLO Y MANUMCTURER NA NA O I 20G RITCMEN 60'W X 80'H ei�o�o Y MANUPAGTURER NA XA O7 � P06 KITCFI[N E2'W % DO'fi RH - IN9WING Y MANIIPACTURER NA NA mekal roof alummum hana Cep oF lak floar walla (lxtenor Grern Clock ICP walla J �ntenor Fnmed valb) alumivum aoiht 5300 venpn9 or eqml I/2• s0vetuwl grade 0.9.H, ehaalh�ng buildmg wnp (TYVCK or equap raiiin9 9 eouroa 6igh 4` tore � 12' high Green Block IG� eyatem Cop oF 1 s! Hoor deck top of foundalion Green Dlock IGP walla pourod eone, etoop 4 courae qigh 8' eore r 12' h�gh Grenn Bloek ICI' eystew Gop oF IoundaNOn loetinge 6' DIA dra�n !de er peebnted p�pe wlg�avel backM1ll 24•xIT poured cone. fooCer 10 rebar itypimq conL�nuooa e�dge vent d bmm r/ u nn9 and pIY+'ood ade ted 6H6 wood poaC �, furnng (CYP�nII ig o�red eone. alab rood krvesaa blowe �nsulapon 4 ;: 5/8' 9YP• board on cnl�ng (LYYimp 1/2• SYp. board on walla ftYP�wl) 9 eourae high A' mro x12' high �rean eloek IC� nyalem � �� S/A' TiG O.B.D. floor sM1erthmg 2x10 iloor�out � I6• e.e. A couna h�gh G' mre x12' high Aretn Elaek IG� eYatam meCal roof NoEm truaxa to be deaigned and engineered by nvpplier top ol lat Iloor valle (Cx4enor Green Bloek IG� walle ! inteno� fnmed walla) (2) 5/8' 9YP• baoard �LYE. — O 8/4• T{G 0.9.C. }loor ehmlh�ng 2x10 floor �ouk B 16' o.e. fop of I et tloor deck II I/2' top of loundation Green 01oct ICF rslla H�L9�� LJL4CA W ' 2•eone.xnCepcoaC $�LL+u+ �S1'B�S.�1G � 6 mil vuqueen vapor bareier top oi foundatian toobnga eompacted fill -- — 24'xl2• poured eonc, toote� �f) robar (typical) ��I�� IEC��C��I� , � C�IR�� I��C��T A6 t < � L .� � ;� .� � ., : ,.: . o � � o p l� ? �qo Ug. P PBAOOQC+I.EWlS .� ta�n..oa r�., m� caam&urt.awoex� �eav.s�,�w=yone � NatliPJmBacL.FL33f08 MmhaAL1 Hla68�hd961 IJCawe Nn MC 00007D Z5616T6.9N9 P.S61.fi769719 SQUAREFOOTAGE First Floor. 1,056 Crawl Space: 1,049 Cov. Porch: 789 Total: 2,294 SOUAREFOOTAGE First Floor. 1,085 Crawl Space: 1,091 Cov. Poroh: I50 Total: 2,326 � � � F' 0�� F-�i � � C� r�— � � F�-i � � � � � � � � � W � W D01204TM - May 21, 2012 Scale:1/4"=1'-0" Dravm By: TM IE�i1 � 0 PRELIMINARY ENGINEERING PAVING, GRADING, & DRAINAGE AND WATER & SEWER IMPROVEMENTS FOR HAN NAH'S HOM E OF SOUTH FLORI DA PALM BEACH COUNTY FLORIDA VILLAGE OF TEQUESTA PROaeR�rvowr�eR: HANNAH'S HOME OF SOUTH FLORIDA 4390 COUNTY LINE ROAD TEQUESTA, FL 33489 587.805.78fi0 CONTACT: DAViD DREYER n LOCATION MAP N.T.S. SEC.25 TWP.40S RGE.42E PREPARED BY: M/KE GUINAUGH ENG►NEERING, INC. 6021180TH AVE. NORTH LOXAHATCHEE, FL 334T0 P6one: 561.248.5577 - Fax 561.790.4101 mikeguinaugh@beltsouth.nef INDEX OF SHEETS SHEET No. DESCRIPTION cov C.1 C.2 C.3 C.4 C.5 C.6 C.7 COVER SHEET STORM WATER POLUTION PREVENTION PLAN PAVING, GRADING AND DRAINAGE PLAN PAVING, GRADING AND DRAINAGE DETAILS WATER AND SEWER PLAN WATER AND SEWER DETAILS WATER AND SEWER DETAILS WATER AND SEWER DETAILS copyright� 2oto � � � � � � WwM Q J 0 _ � � � j � _ �- Z O H _� � W _�� W o� � M �' U Z m c � � � u�i � O � y � N z��$� c9 m�� W a y � � � _�� C�AJ � � L � C ¢ Q� m,� oU �o��Ea � U tO •� o W � LL Y W � 0 � � � 0 0 � � � a 0 a z �� = � �� o� �� DRAVM gv DESIGNED YDG ISSUE DATE �� PROJECT No. �p�p�s COVER � n EXRtA SiitENGIH FlLTER FABRIC NEEOED N1iH0UT 1qf� ME511 SUPPORT STEEL OR WOW POST � � �, i� � tl/ I� �II SUPPORT fENCE PONqNC HT. FlL7ER fABRIC ATfACH SEqIRELY rsu� � � z � � \ iv � \�/� � �� 4'x6' iRENCH W CWIPACiEO BAq(FILL STANDARD DETAIL iRENCH NITH NAII�/£ BACKFlLL NOlE4 i.INSPECT ANO FFPAY2 FENCE RFIER EACN SRIPM tl£NT AND RENOYE SE➢IAENT N41FN r�cessaxr. z. ao�oam sEm�xr sHau. ec oerosirto ro nx naen nur wu Nor ca1mmurz seauEr7 cFr-are nNO cax ae amunr�nv sra�uzeo. 3. AT FFHCE SHILI BE PtACED p! AOPE CONTOURS ttl NNAYI2E POHpMG EFfIqENCY. 4. PLAN UNEiIPE ____y____yF____5F SILT FENCE DETAIL N.T.S. 31 29 $� , p� s9 NOTES 7. ALL STORlA SEWER It�ET GRATES TO BE CAVERED NiTH FILiER FABRIC DURMC CONSiRUCT10N. 2. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES AS INDICAIED ON THE PLANS. THESE MEASURE$ SHALL BE INSPECTED AND EVALUATED DURMG CONSTRUCTION OPERATI�N F�R 1NEIR EFFECI{VENESS IN PREVENTING EROSION MATERIAL AND SE�IMENT FROM DISCHARGING FROM 111E WORK AREA. IF REWIRED, AND AS DIREC7ED BY THE CITY MSPECTOR, ADDITIONAL TEAIPORARY EROSION CONTROL MEASLIRES SHALI BE INSTINTE� AND INSTALLED. ALL BEST MANAGEMENT PRACiICES ITEMS (EG, SILT FENCE. CONSTRUCTION ENTRANCES, ETC.) SHALL BE IN CONFORMANCE N9TH 7HE FDOT DE516N STANDAROS , 2070 EDIi10N. 3. EROSION AND SEDIMENT CONTROI MEASURES SHALL BE IN PLACE PRIOR TO EARTHMOVING ACTMTIES. ADDITIONAL EROSION AND SEDIMENT CONIROL MEASURES MAY BE REpUIREO. THE CONTRACTOR SHALL MAIN7AIN A LOG OF CHANGES TO THE EROSION ANO SEDIIAENT CON7ROl MEASURES INSTALLED OR REMOVED FROM THE SITE. A NPDES GENERAL NOI PERMIT FOR CONSTRUCTION ACTIVITIES SHALL BE OBTAINED FOR THE CaJSTRUCTION AC71VI71ES PROPOSED IN THESE PLANS AND THE CONTFtACTOR SHALL MAINTAIN IN5PECTION RECOROS IN ACCORDANCE N7TH THE NPDES PERMIT REDUIREMENTS. 4. CGNiRACTd2 SHALL U� ALL PRACTICAL NEANS ELIWNATE iHE Q�SPERSAL OF UNCONFINED PARtIWLATE MAT7ER FROM iHE PRQIECT W1T0 ADJACENT $�TES CARE SHALL BE iAKEN DURING CONSIRUCTION TO ENSURE SOILS ARE NOT iRACKED ONTO COUNTY IJNE ROAD. IN THE E4ENT 1HAT $OILS ME TRAqfm TEH CONiRACTOR SNALL TAKE IMAImIAIE STFPS TO BROOAI OR WASH TNE SOIL OFF THE PA�EAIENT AND RETUftN IT TO 1HE SIIE TAKING ALL REASONABLE PRECAUTIONS TO PREVENT OFFSITE �ISCHARGES INTO E%IS11NCr DRAINAGE SYSTEMS. MNIYNf Ni X Q RIINOFF � + - m ' i �% %� io � � j ��- �, -�=�/ v..a ALTERNATE DETAIL iRQlCH M7hi GRAYEL ' — . 0 — — 0`.i� — — — � ; �— — — a � — =�- — — 1 — — — — A� ^ — — — — a — I � SANITARY � I MANHOLE � E�.=s.2t ( � � � � � 6 9 EX. SAN MH RIM=9.78 10" CLAY INV.=(-)3.67 6" PVC S. MV.=4.59 — _ — — — —�$_ I GRAPHIC SCALE (�rser) 1 lmh - 30 tt �� 96 � �� I I j I I I I II�' I I I I � x -� I I I �� IZ 23' U.E. 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O � 25 Z � $ N � � r.� s �� ti '� D '� � : � �o � S I e I� � � r' � � �.` _' � � A � g ' � � m � � �� •• K g �� €� � O C N D � D o Z — MIKE GUINAUGH ENGINEERING iNC. pAVING, GRADING & DRAINAGE DETAILS � = m 6021 180th Avenue North �, C7 ° Loxahatchee,FL33470 HANNAH'S HOME � („� Email: mikeguinaugh@bellsouth.net 4390 SOUTH COUNTY LINE ROAD ° ; L � � Phone:561-248-5577 �, L MICHAELD.GUINAUGH,PE FloridaC.A.LicenseNo.28574 TEQUESTA, FLORIDA33469 � � ROPo�AREGI37RA710NND.58042 �{0. DATE REVISION DESCRIPTION 0 CONNECf TO EXISTiNG WA7HiMhiN 6° TAPPING 511�VE 9 fi" VALVE 81 8'X6" R�UCER _ fi�' � az � w Z o oiw N � Q- ' W � � J Z � � N � W Z � a Z J S PERIMEfIIt lAND5GIPE BUFFfR 30 saa 31 LAND USE: RESIDENTIAL ZONMG: R-1 VACANT E%ODN(AEfE WALL 'm—EM�« — — — — — — — — — — — — — N00'2807"W 440.0� 33 LAND USE: RESIDENiIAL ZONING: R-1 SINGLE FAMIL7 RESIDENTS IX.CHAIN1NKfENCE Td7f�WN,7YP: _ I GRAPHIC SCALE I c�+�>� il 1 fmL � 90 tt I I � I � I i � I I � ��II I I I I I I X ti I I �` II� � Iz � 23' U.E. I I I � I �I �� — -- EX. 4" C900 FM -- �—I 4 I I I I= ----- — EX. 6" C900 WM i �9'I I I I _-- 5 PHtMETER 200 I I ^� I ^� I s.a �nrascaveeur-rfR x I � n, I I o � � �I�� H � w NOT INCLDDED I I I I I I N I N .✓� �EWPLG M. � I m � 16' ROW �� s�� ,� � �� ,� EX. SAN MH RIM=9.78 10" CLAY INV.=(-)3.67 6" PVC S. INV.=4.59 o/ "� � a Z I 1= W II I � � � N�� i � I � l o ��J z- ';iz� � �� I I I � � � J Z J Z J II I I I � � CUTINMH � _.�� INV. (') 4.05t (10'VCP) WM�B.Z2 � s. wv. (-) 2.es " . � ---- � i � I I I I� COPINECf TO OQST.12" WATERMAIN �°� — -- SMH #2 2a" sror en2 I iz^xa" � Tnvrinc s�.ee� a RIM=8.85 d 5rov StGw I � I I I I I b^ WtE vN.uE n3 u �� ' INV. S = 3.20 37 INV. N= 3.10 3B I I � I I I I �� 5' LA.E (P.B. 46. PC. 24) � I I la' UE. (P.B. 46. PG. 24) � LEGEND I i ---M---- PROPOSm WATEFt AWN W/ GATE VALVE I �N---- PROPOSFp M(pWWI' AS5pA8LY W/ GA'fE V�LVE SqNITARY � � MANHOLE �sam eAC�stro�omca. s�wauroc rorc+r EL.=8.21 � SVMESE FlRE DEPARTMENf CONHEC710N I c.o. SEWER SER'JICE UIEReY WRH CLERN OUI' I I CALLBEFOREYOUI � SANRPXi SEWQt UNE WI7F1 NANHOLE • � �,�, �N I � r S7IX2M ORNN PIPE I � XeA Exrsnr+c ¢�v�naa 811 or 800 432-47 copyright �O 2070 0 g o� �� a ww� w � J w '^ =�� v' � � O _ � � Q L O I"— 2� � Z � W a �w � O r � M '�t Z y C � (� � I� Q' O� y�N W Zc� m� d w ��n C� a`�LL�� i > Oy N C W a m m�p c� �� Y ?tn J Q� mY oU �p� c� tO .� o w � �- Y W � z a � U N O Z O N � � �� a ;,{ � 2 � U � � � DRAWN g�T DESIGNED MDG ISSUE DATE �� PROJECT No. �p�y�s C.4 �ocnTiorr Mnr N.r.a SEG15 NN.�OS R(iE.�1E BACIffILL MAY BE 0 AASHTO T-1B0 (17 MA7L A6ENCY HAVINO JUPo& �- .. . _.. _�'.:�. j ❑ TYPICAL TRENCH DETAIL FOR NON - PAVED AREAS COMPACTEO TO A �F BB% DENSfTY aeo. ir nv,x. uFrs. I r�ax: Hnon+ I I PIpE p,p,}pq• I scn no r�rtu� nir�an� nnnareR nr+o rriR�n � NOlE3: CIASS 7 MATEPoAI- ANGULAR.2S• T0.7S GRADED STONE SUCH AS CORAI, CRUSHE� STONE, OR CRUSHED SHELIS OR BEDOING ROCK (100% PASSING 1' SIEVE). CLASS 2 MATERIAL- COURSE SAND AND GRAVELS WI7H MAXIMUM PARi1CLE SIZE OF 25 INCH WITH 3MALL PERCEM'AOE OF FlNES. COMPACT TO A MIN. 98% DENSIfY PER AASHTO T-180. CLASS 3 MATEPo%- FINE 3AND AND CLAYEV GRAVEL'S, INCLUqNp FINE SAND3. SAND-CLAY MIXNflE3 AND GRAVEL�'.LAY MIXNRES. INCLUDED IN CLASS S ARE DOSTIN(3 SOILTYPES CIASSIFIEDA3 SEIECT BACIO-lLL CbMPACTTO A hqN. 98% DENSIfY PER AASHTO T-180. 1. IF CLASS 1 MATEPIAL IS USED FOR BEDDIN(3, R MUST BE USED FOR THE ENf1RE EMBEDMENT. A ORY TRENCH SHALL BE MAINTAINED WHEN USINO CU13S 2 AND CLASS 3 MATERIAL 2. OENSITY TESTINCa 13 RE�UIRED IN 1 F00T LIFTS ABOVE PIPELINE AT INTERVAL9 OF 4W MAXIMUM. 3. UNSURABLE INSI7L MATERIAL SUCH AS MUCK, �EBRIS AND LARGER ROCKS SM/iL1 BE REMOVED. 4. THE AFFECTED AREA 3HALL BE RESTORED TO EQUAL OR BETTER CONDfTION OR AS SPEqFlED IN PERMIT/CONTAACTOOCUMENTS. � REVI,SION: APR14 20t2 ' SEE NOTE'2'� GRADE ELEVATION \/� � �� ZZ CAP (ALT. LOCATOf� _ rSEE N07E'4' Y WIOE GREEN DETECTABIE/MAONE7IC MARqNG F.M. TAPE _�) 4' MIN. ) BEDDING MA7ERIALS CLASS 1, 2, qi 3. �' OR EASEMENT L1NE SD-1 ��EMS MAflI�R (SEE NOlE 5� �ADAPTER BUSHIN6 TO SCH 40 r WC SDFi-28 SERVICE PIPE (SEE NOTE'7� GLUEO CAP (NORMALLOCA'fION) .. _. PVC, G8000R D.I.P. MNN LINE WYE NOTES: 1. WHERE SEWER LATERALS MAY BE FORCED TO BE IN3TALLED AT A DEPfH QREA7ER THAN 38' DUE TO CONFLICT Wli}i OTHER UTILI7IES, THE WYE FITTINCa MAY BE PLACED IN A VERTICAL ro�nori oN me c�.earFOUr a�A �� nv�x.3al 2. LEAVE RISER 18' (MIN.) ABOVE GRADE. WHEN HWSE PoSER CONNECTION IS MADE BY BUILDINO PLUMBER, PoSER PIPE WILL 8E WT OFF. AND SET Y ABOVE SOD GRADE (ADAPTER 3HALL BE LEFT UNOLUED). 3. IN AFiEA6 WHERE NO SIDEWALK DOBTS OR WHERE NONE ARE PLPNNED, THE CLEAN OUT RISER WILL BE SET AT HIW OR EASEMENT LINE. 4. IN AREAS WHERE GHOUND WATER TABLE IS LESS 7HAN 3B' FROM FlNISl1ED GRADE. NIPPLE OUT OF WYE WILL BE EXTENDED UP TO A POINT 8' ANN. ABOVE GflOUND WATER TABLE. 5, EMS MARKER MODEL N0.1258, SERVICE LINE ELEC7AONIC MARKER AS MFG. BY 3M CO.. TO REMNN IN PLACE AFTER CONNECTION OF BUiLDINO SEWER BURV IN h�iONT OF CLEMI OUT RISER 1B' BELOW FlNI3HED QRADE. & 8' &NGLE SERVICES USED ONLY FOR COMMERCIAL OR MULTFFAMILV HESIDENTIAL UNfTS. 7. WHEN hWN LINE IS 0900 PVC OR �IP (EPDXY COATED}, SERVICE PIPE SHALL BE 3AME MATEPoALA3 MAIN IJNE & WHEN APPROVED BYTHE DISTRICT, CLEAN-OUT3 MAYBE PLACED IN PAVEDARElS, FIOWEVEp, PROTECTIVE BOXES AS SHOWN ON DETAIL SD-1 MUST BE INSTALLED. (PLUMBERS ONL1� WHERE EX13T1NCi SERVICE IATEqAL IS VITRIflED CLAY PIPE, BELL (HUB) WILL BE REMOVED WI7H APPROVED SAW AND A'FERNCO' VCP X PVC COUPLJNG WILL BE USED TO JqN THE D(ISTINCa AND NEW PoPE. FERN� C�UPLIN(i WILL BE WRAPPED IN STRANDS OF COPPFA WIREAND COUPLINO WILL 8E BEDUED IN TYPE'6T ROCK TO UNDI3NRBED MA7EflNL WHERE EJaSi1N0 SERVICE IATERAI IS qP OR C-800, A DISTRICT APPROVED PVC TAANSRION COUPLING WILL BE USED. 4' THICK MIN. OF.75 BED�ING ROCK UNOER BO7TOM OF BOX (TY�, & 4' OF .75' BEDDINO ROCI( (iVP) INSIDE Of BOX NOTES 1. STANDAR� COVER MARI�D WffH °3FNER�. 2. CANCRETE: MIN. 28 DAV CONCRETE COMPF�S3NE sr�r�rH = a,soo �. 3. REINFORCING TO BE 3Y8 GAGE WELDED WIRE FABRIC. 4. CLEAN OUT BOX, PLACED ON CRUSI-IED AGGREGATE. 5. ALL DIMENSIONS ARE APPqOXIMATE. 8. LID & BOX MFCa. 8Y BROOKS PRODUCTS SERIES 36 7YPE OR APPROVED E�UAL (IJD: NO. 36T CASi IRON HEAW OUiY COVER Wf:1BLBS, BOX: NO 38 BQDY Wf:82LB3.) ".T.S. 4" OR 6" SINGLE SERVICE CONNECTION " SANITARY SEI R DETAIL SD-6 ��2 pROTECTIVE BOX MPo4 2012 flEPLACEMENTPAVEMENT (OVERLAI� MU3TBETYPE S7 {MOD.) OR S3 ASPHAl71C CONCRETE HOT MIX, WITH TACK COAT. iT MU3f BE ROLLEDOR CAMPACTEDTO /. A $MOOTH 3URFACE LEVEL NVITH �OSTING ROAD 17 SURFACE. CRUSHED CANCREfE•, A AMN. OF 78' iHICK. AND PLACED iN a• uFrs. sase e.wt�u� srv�u BE COMPACTED TQ NO7' LESS THAN 98%MA)OMUM DENSfNAS DETERMMED BY AASFITO T-190 SPEqFICAilUN3. TYPICAL TRENCH & PAVEMENT RESTORATION DETAIL •CRUSHED CONCREfE 9796 PMSSING 3' / ) BEDqNQ MAiERIAL3 SIEVE NOT MORE THAN 20%PASGING #200 � �� 4' MIN. ) C�S t. 2. OR 3. SIEVE LBR >100 CONTPJN BO%CAfl80NATES. % �\��\��\��/ � � WORK MATEWAL UNDER PIPE HAUNCH � - MAX. NADTIi - � PIPEI p,p,+2q� I NOTEg: CLASS 1 MATERIAI- ANCaULAFi 25' TO .75' GRADED STONE SUCH AS CORAI, CRUSHED STONE, OR CRUSHED SHELLS Ofl BEDDING ROCK (100%PASSING 1• SIEVE), CU1SS 2 MNTEPoAL- COUR3E SAND AND GRAVEL'S WRH MNUMUM PAR71ClE SIZE OF 26 INCH WfTti SMALL PERCENTAGE OF FINES. COMPACT TOA MIN. 9B% DENSIN PER AASHTO T•iBO. CLASS 3 MATERIAL- FlNE 3AND AND CIAYEYORAVEL5, INCLUDING FlNE SAN0.S, SAND-CLAY MUCTURES AND GRAVEI.CLAY MIX7URES. INCW DED IN (XASS 3 ARE EXISTING SO� TYPES CLAS3IFlED AS SELECT BAqffILL COMPACT TO A MIN. 9B%DEN517Y PER AASHTO T-780. 1. ALL CUTS WILL RE�UIRE COMPAC710N TO DENSIN 3PEqflCA710N5. 2. 3AW CUT A3PHALT BEFORE IXCAVATING. 3. COMPAC710NMUBTBEDONEBYAMECHANICALVIBRATORYCOMPACfOR. EACH LIFT MUST RECBYE 5 PASSES OF THE COMPACTOR OVEH B�TIRE SURFACE BEFORE CONIPACTING EACH L1FT, WATER MU3T BE APPIJED AT THE RATE OF 1 GAL PER LINEAL FOOT OF T}1E TAENCH FOR BACIffILL AND OS (iNL PER LINFJLL FOOT OF TRENCH FOR CO�UINA BASE WATER TO BE SPPoNKLED F/ENLV OVER TRENCH WIDTH, 4. UNSURABLE IN-3ffU MAiERIAL 9UCH AS MUCK DEBRIS AND LARQER ROCKS SNALL BE pEMpVED. 5. THE AFFECTED AREA 3HALL BE RE3TORED TO EQUAL OR BET7ER CONDITION OR AS 8PEqFlED IN PERMIT / CONTRACT DOCUMINTS. 2012 nnaus = i.zs �rvP.) �//� .��/'/./�� I SKID EW OVERLAY (AS RE�UIRED) � �� EXI371N6ASPFULLT IXI3TINQ ROCK BA3E 2 WIDE OREEN DETECTABLE/MAGNETIC MARqNO F.M. TAPE -BACKRLL CAMPACiED TO A AAM1HMUM OF 98%DENSITY nnsrrto r.�eo. a Mnx. uFrs. TOP OF BOX FLUSH WfTH FlNISF�D GRADE TOP OF CLEAN OUT, 4' OR 6' SCH40FEMALETHREADED ADAPTER AND THREADED PLUG Ri�:� BOITOM OF LID RIM DISTANCE; 4' MN. TO 8' MAX. TO TOP OF CLEAN OUT MANFIOLE � •NOTE: . 18' M/WMUM CFNMNEY � :' HEIGHT f-0R MIWHOLE, - 4'$' DEEP. 24' MNOMUA '�� CHIMNEYHDOHTFOR MANHOLES 9 OR DEEPEft SEE NOiE Afi MONOLfTHIC SL MANHOLE BASE SE �%4'�AIIN.. . .•�� .. . . ... .. ADJUST TO GRADE WfTH COUR9E3 OF BRIq( A3 NECESSARY. 17 MAX. HEIGHT. SEf BPoCK.S 64CK FROM MAN}tOLE OPENING AND COAT V17TFi .g MORTAR INSIDE AN� OUT -PRECA$T RONFORCED CONCREfE MANHOLE (MINMIUM REINFORCING S7EELAHEh02SOflN PER SQ./Ff..EW.,OR �4 REBAR Q 12 E.W.) � BRUMASIIC JOINi-RAM NEK, I�NT SEN� Ofi APPROVED EQUAL ALL JOINTS SHALL BE COATED N7TH .5' MOflTAR INSIDE & OUT MANHOLE BARREL 5ECTIONS A3 flE�UIRED COMPLETELY FILL MYdULUS BEf WEEN ADAPTER AND M.H. WALL WfTH FlRE WRED rrorE r� • S �MIK 6' OF .7g ROGK UNDER ENTIqE BASE IXTEND BEDDING GRAVELA MIN, tOFT. UNDER MAIN LINE PIPES EN7ERING MlWHOLE P� �� 3ECTION'hA' 1. WHEN THE MFUN L1NE IS PVC, A DISTAICT APPqOVED HEAW AGCaREGATE COATED PVC M.H. ADAPTER ST��Nr �ORE�UAI�MAYBEU3EDA3A W � 2. CFWNNELWIDTHSANDINVER7HAOIIVARYUNIFOflMLYFROMEN6TOEND. 3. N.1. fipLE3 FOq PIPES SHALL BE CA3T INTO THE MANHOLES. OPENINGS REQUIRED ON ALL DOSTING MANHOLE3 SHALL BE CORED N7TH APPROVED MACHINES. 4. WHEN INVERT �IFFERENTIALS BEf WEEN PopES ENTERING MANHOLES 13 2. OR LESS, A'SLIO2 TYPE FLOW CHANNEL SHALL BE CONSTAUCTED TQ FORM A SMOOTH FLOW TRANSIiION. WFiEN TNO (� OR MORE °SLIDES' HAVE AN INVERT DIFfERENTIAL OF OREATEfl THAN .5 AND LES3 THAN 7. TFIE MANHOLE &iALL BE 5�0". ALL INSIDE DROP MANHOIFS SHqLL BE 9 LU. (SEE DETAIL SD-1?a. 5. AMINIMUMDIFFERENTULLOF.1'SHALLBEPROVIDEDBETWEENTHEINLETANDOU7LEfPIPE1NVEflTS 8. ALL MANHOLE314' OR MOHE FROM PoM TO LOWEST ItiVERT, SHALLAECENE A MINIMUM Q5' iHICK COATIN6 OF SEWPERCOAT OR APPROYED C-0UAL 7. ALL MANHOLES IN A WELL FlELD PROTEC71pN ZANE 1 OP 2, SHALL RECENE A MINIMUM 1' THICK COA7ING OFSEWPEflCbATORAPPROVEOEpUAL t nivtM u151 HiG i LOXAHATCHEE RIVER DISTRICT LATERAL CLEAN OUT N.T.S. �ED AREAS ONLI� DETAIL SD-10 ��: PRECAST MANHOLE DETAIL SD-11 REINNNDER OF BACIffILL MAY BE PLACED BY MACHINE AND COMPACTEC TO A MINIMUM OF 85% DENSRY PER AA3HT0 T 180 (17 MAX. LIFf$), OR PER �_, . BACKFILL COMPACIED TO A MItJIMUM OF BB% DEI�17Y AASFfTO T-1B0. 1Y MA%. LIFT3. WORK MATENIAL UNDER PIPE HAU 4' MIN. ) BEDDING MATERIALS CIASS 1, 2, OR 3. �S NOTEB: CLASS 1 MATERIAL- ANQULAH 26• TO ,7g GRADED STONE SUCH AS CORAy CRUSliED SfONE, OR CRUSHED SHELLS OR BE�DING ROCK (700%PASSING 1' SIEVE). CLASS 2 MATERIAL - CAURSE SAND AND GRAVELS N7TH MA%IMUM PARTICLE SIZE OF 25 INCH WRH SMALL PERCENTA6E OF FlNES. COMPACT TO A MN. 98% DENSRY PER AASFRO T-190. CLAS33 MATERWL- FINE SAND AND CLAVEV GRAVEL'S, INCLUDINO FWE 3ANQ4, SANDCLAY M1NXTURES AND GRAVELI'iLAY MIXiURES INCLUOED IN CLASS 3 AFiE EIOSTINO 301L NPES CLASSIFIED A3 SELECT BACKFlLL COMppCT TO A ANN. 9896 �ENSIiY PER AASHTO T-180. 7. IF CLASS 1 MATERIAL IS USED FOR BEDDINO, IT MUST BE USm FOR THE ENTIRE EMBEDA�NT. A DRY 7AENCH SIIALL BE MAINTAINED WHEN USIN(i CLASS 2 AP� CLASS 3 AIATERIAL 2. DENSIN iE371NG IS REGIUIRED IN 1 FOOT LIFfSABOVE %PELINE. 3. UNSURABLE IN-SRII MATERIAL SUCH AS MUC14 DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 4. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTEA CONDIiION OR AS SPEqFlED IN PERMR/CONTRACTDOCUMENTS. SD-2 Re�s�;: TYPICAL GRAVITY SEWER EMBEDMENT DETAIL SD-4 APH14 2ot2 MAXIMUM CFNMNEV HF�GFIT MANHOLE FRAME AND �FINISHED ORADE QN UNPAVED LAI�SCAPED DOUBLE COVER U.3. FOUNDRY ApEAB, M.H. SHALL BE SET 7 A60VE FlWSHm NO230.A&M OR EIX1AL � nwenci eun e� � � nuncreaun ¢uei � ee reer copyriqht �O 2010 � � O �y � Q LL � W w W C �O W = � � r � _ ? O ZZ � � r W W = � _ ry V Q � � � � M � (.� Z y c d . � L p lG Q OO dy^ W Z � O W m�� Z U CN LL '� N C wa � �� _ � � C lf7 J 7 � L � C a Q � m Y o U ��Ea o � LL Y w � 0 a � 0 0 N � ¢ a 0 z �� U �a f � f1RAWN BAT DESIGNED M�G ISSUE DATE _�_J_ PROJECT No. 7y�p75 C.5 0 ��. SEPARATION REQUIREMENTS � 82565.314 FAC. AUf3UST28, 200.9 �'�� 1. Fq(iIZONTALSEPANA710N8EIWEENINJDER(iRWN�WATERMNNSAND3ANITNiYORSTORM9EN£HS, 19.5• j D O O�O�O O� WAS7EWATER OR STORMWATER FORCE MAINB. RECWMEU WATEfl PIPELJNES. AND ON-SITE SEWAOE TREAiA1ENT � O O ANDDISPOSNLSYSTEMB. 0� O�O�O�O O �O 00000 O O 0. NEW OH RELOC.47ID UNOER6HOUND WATEp MNN3 SHALL BE WDTO PRO'JIDEA HOpQONTALDISTANCEOF 34.6• � p�SJWRARYD p� ATLEASTTHFiEEFfftBE7WEENTHE0UT31DE0FTHEWATERMNNAND7HE0UT31DE0FANVE:49iXi0OR � O O SEWER O O PHOPOSED S70RM 9EWER, 3TORMWATEA FORCE MNN, OR PIPHINE CONVEYIlK3 PE(�.PIAI� WA7IIt O� �O�O�O�O 0 RE6UlATED UNDEH PART IN OF CHMTER 62870, FAC. 0 0000 0 R o�0 0 0 & NEW OR RELOCATEU, UNDEFidH01N16 WA7ER MAINS SHALL BE WD TO PROVIDE A HOHQONTAL WSTANCE I O o O O OF A7 LEqST TMiEE FEE7. /UW pf�FEpABLY TEIV PEET. BEf WEH7 THE OUTSDE OF THE WATEA MAIN AND L 7HE OUTSIDE OF ANV IXIS7W0 Oli PROP09ED VACUUL�7YPE 9pN(fAqy 9EyYEli. �I � 30.�L' . 4S � C. NEW OH RELOCA7ED, UNDEROHOUND WA7EH MAIN3 SHALI_ BE W � TO MiWIDEA HOR¢ONTAL DISfANCE OF i 41.G , AT LEA3T SIX FEET. MD PpEFEAABLV TEN FEEf, BEM�N TiE OUTSDE OF 7HE WATER MAIN AND 7HE OUiS1UE OF ANV IXISlIN6 OR PROPOSED OHAVRY- OR PFiES3Ui�-TYPE SANRARY SEN�Efi� WASlEWATER �Ef FONCE MNN. OR RPEl1NE CONVEYINC� RECWM W WA7ER NOT FE6UlAlED UMDER PART qIOF CHMTEp 82b10. F.AC. THE MINqAUM HOPoZOMAL SEPARAiION DI3TANCE BEIWFEN WA7FA MNN8 AND OMVff W7YpE SANITARY St14EfiS SHALL BE IiEWCm TO TiREE FEET WHERE THE 80TfOM OF THE WATER MAIN IS LNO AT LEA3T SIX INCHES ABOVE THE lOP OF 7HE SEVIEIL 2 VER'fICALSEPARATNHJ BEIWEENUNDEfN3ROUNDWATHi n�a�us aNO snNrrun ori srora� sEwr�s, wasnwaren oR STOHM�YA7ER FORCE MAINS, AND RECWMED WATER HM ER NPELINE& 0. NEW OR RELOCATED, UNDQiGRWND WA7EH MAWS CROSSING IWV EXIS7ING Oli PHOPOSED C�iAVRY• OH 296AB#1 VAWUM-TYPE S/Wli'ARV SEiNER OR S10RM SEWEA SHALL BE WD 50 hE OlRSDE OF 7F1E WATEA MNN IS AT LEA3T SUC INCHE3, AH� PflEFEHABLY 12 RlCI1E3. ABOVE Op AT LEA3T 72 IN(X1E3 BELOW TME IX1i31DE OF iHE OTHFA APELINE FiOWEVEH, R IS PHEFEIiA&.E TO LAY THE WA'fEli MpN ABOVE THE OTHEA PREt1NE & NEW OR RELOCATED. UNDEq(iROUND WATER MNNS CRO&SIN(3 AN`/ E7(ISTINR OR PROPOSED RiESURE iYPE SANRAfiY SEWEIi� WAS7EWA7ER OR STOq1.M�ATEH FORCE MAIN. OH PIPEIINE CONVEYNG HECLAIMED WA76i SHALL BE LAI� SO 7HE OUfSIDE OF THE WAlEHMNN IS AT LEA5f 12 N1CH6S ABOVE OR BELOW 7HE OlJrS10E OF THE OTHEA PIPEUIff. FiON'EVER, R IS PREFERABLE TO U1V 7HE WATER MAIN ABOVE 7}E OTHEH RPELRlE C. AT THE U71L1N CROSSINO �ESCHIBED IN PARAORAPH3 (/U AND (B) ABOVE, ONE FULL LENOiH OF WATER MPIN PIPE 9HALL BE CINTERED ABOVE OR BELOW 7HE OTHER PIPELINE SO THE WA7ER M4W JpMIS Wp.L NO7ES: BE AS FMlS POS318LE fHOM 7HE OTFIER PIPELINE ALIEANAiT/�V. AT SUCH CHOSSNqS, THE PIPES 1. U.S.F. x23QA&M MANHOLE PoNQ & DOUBLE COVE(i. APPR0J0MA7E VAq1lM�TYPE SANRANY 6EWE 6 S70RM SEW6i3 S ORIAWATER FORCE MNN9, OR %PEllNE8 CONVEVfN6 TOTAL WH(3HT 60.5 POUNDS RECWMEp WA7EH REGUTAlED UNDEH PART 111 OF CHAP7Hi 82610. F.AC.. AND AT LPAST SIX Fff,T FlqM 2. IN CA3E3 WHERE A SHALLOW FpAME IS HEQUIf�D U8F MOOEL #F855 MAY BE SUBI67UTED FOR MODEL NZ14A&M ALI. JdNfSIN 6PAVITY- OH PfiESSUNE-T/PE SeWITAHY SEWE7iS. WAS7EWATEA FORCE MA1N5� 0(i PIPELINES CONVEVINO RECWMW WATQt NOT RE6ULATED U�IDEIi PARf N OF CIiAPfEH 62610. F.0.G "FiEQU1HED BY: HR3, STATE OF FLOPoOA, PALM BEACH CpUNiY pUBL1C HEALTH UNIT LOXAHATCHEE RIVER DISTHICT LOXAHATCHEE RNER DISTRICT R�n�s�+. MANHOLE FRAME AND COVER DETAIL SD-13 r�vsa+: STANDARD WATER AND SEWER SD-30 ��.��z ,, SEPARATION STATEMENT � m 8 . CONCREfE COLLAR < CAST IRON VALVE BO% POUR CONCRE�E TO GRADE SCREW ttPE MARKED "WATER" ��N S0� AREAS. TOP OF PAVEMEM �_ 0 U K .o z �� C.I. AWUSTABLE VALVE BOX (MSIDE SCREW NPE) � OPERATING NUT APPROVED RESTRAINED MECHANICAL d�INT VALVE \ CUTTING-IN SLEEVE, NOTES: 1. CONCREfE COLLAR IS NOT REQUIREO IN PAVED AREAS IF PAVEMEM SURFACE IS FlNISHED PRIOR TO CONDITIONAL FINAL INSPECTION. 2. WHEN OPER4TING NUT IS DEEPER THAN 36 A ONE PIECE IXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 20 BELOW FINISHED GRADE. EXTENSION 80LT5 & NUTS ARE TO BE STAINLESS STEEL. A HIGH STRENGTN STEEL CEMERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 3. VALVE 80XES SHAL� HAVE COVERS MARKED 'WATER". 4- VALVE BOX EXTENSION TO BE D.LP. OR C-900 PVC SDR 18 (BWE) 5. A CUT-IN INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT ASSEMBLY. 6. IN ORDER TO MAINTAIN A�EQUATE COVER OVER VALVE NUT, THE FOLLOWING MINIMUM COVERS OVER PIPE ARE REQUIRED GATE VALVE SIZE MIN. COVER OVER PIPE 16" 48" 20" 54" 24" 60" 30" 72" 36" 84" 7. VALVES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS WHENEVER POSSIBLE. POTABLE WATER MAIN TYPICAL GATE VALVE SETTING AND CUT-IN DETAIL 4" OIP BOCL4R0 FlLLEO WIiH CONCRElE AND PAINTED YELLOW. (NP.) (SEE NOTE 10) � 36" MIN. � Z � j M !�� \ ,� i - \ �� RESTRAINT HYORANi TEE OR /�\ TAPPM6 SLEEVE j� (A WELDED OUTlET TEE MAY BE � APPROVED FOR MAINS 24" AND LARGER) 4 1/2 PUMPER NOZZLE � FACING ACCESS R/W AND (2) 2 1/2 HOSE NOZZLES. m wIa y N � � � � � 3'x3x6" CONCRETE COLLAR (POURED IN PLACE) � FINISHE� o r��oE � �TEEVADEI'AIL)G� �••I �:� �i�•1 ��+., SEE NOTE 4, / � POTABLE WATER MAfN � � � 1/4" VALVE OPENING MEGALUGS OR APPROVED EOUAL (TYP.) MEGALUGS OR EQUAL NOTES: i. HYDRANT SHALL BE INSTALLED PWMB AND TRUE IN UNOBSTftUCTED LOCATION AND SHALL NOT IMERFERE WITH PEDESTRIAN WALKWAYS, BIKEPATHS, ETC. (MIN. 7.5' FEE! CLEARANCE ON ALL SIDES). 2. THE SAME MODEL HYDRANT SHALL BE USED TNROUGHOUT CURRENi CONTRACT PHASE. HYDRANTS MUST BE ORDERED RED IN COLOR, WITH FINISHED EPDXY COAT APPLIED BY THE HYDRANT MANUFACTURER. HYDRAM SHA�L BE FACTORY EQUIPPE6 WITH PLUGGE� DRAIN HOIES. 3. VALVE SHALL BE PLACEO ADJACENT TO MAIN AND RESTRAINED WIiH MEGALUGS OR EQUAL. 4. HYDRANT TEES ARE PREFERRED. 5. ALL HYDRANTS SHALL BE TEE'D OFF OF MAINS 6. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS, OR BIKEPATHS. 7. FIRE HYDRAN7 SHALL BE LOCATED 5' MIN. FROM EOGE OF PAVEMENT WITH RAISED CURBING. g, ON RUNS LONCER iHAN 60 FEET ANOTHER UALVE IS REOUIRE� LESS iHAN ONE PIPE JOINT OF THE HYDRANT. 9. PAIN7 SAFEiY RED, IF REQUIRED, WITH APPROVED PAINT. 10. BOLL4RDS MAY BE REOUIRED FOR HYDRANTS WITH LESS THAN 7 FEET TO EDGE OF PAVEMENT (WITHOUT RAISE� CURBING). NO 60LlARDS SHALL BE MSTALLED W COUNN RIGHT-OF-WAY "CLEAR ZONE". 1 7. BURfED HY(IRAM HAftOWARE SHALL BE STAINLESS STEEL (TYPE 304L OR TYPE 304 BOLTS/Tl'PE 304 NUTS). 12. NO CONNECTION (TEE, TAP) IS ALLOWED BER4EEN THE HYDRANT CON7ROL VALVE AND THE FIRE HYDRANT. 13.APPROVED SECURITY CAPS WITH CHAINS ARE REQUIRED FOR ALL NOZZLES. TYPICAL FIRE HYDRANT INSTALLATION WITH BOLLARDS 1" 90 BEND i^x a^J u i"x s^- NIPPLE 6 NIPPLE 0 1" GATE VALVE � NOTES: 1. USE HYDRANi WRENCH ONLY. 2. ALL PiPES AND FITTINGS SCH. 40 P.V.C. (PIPE COLOR : WHITE). 1" X 8" NIPPLE 1" 90 BEND 1' MALE ADAPTER FIRE HYDRANi ADAPTER (BR4SS) W/i' MALE OUTLET �" X 4" � � NIPPLE 1" FEMALE ADAPTER POTABLE WATER MAIN FIRE HYDRANT SAMPLING POINT copyright �O 2010 Q Q � M H W w �„� OC� w=�� W=�O � Z O r 2 �=o� W fn w � � r M � U Z y C (7 � � 0 O� � N W Zc�i m� O W m� � � p, in Z G�I m�'LN C wQ � �� c� _� V Ctf)J � � L � C a zN o Ea c (7�� O � LL Y E W � 0 a � U 0 0 N W K DRAWN DESIGNED ISSUE DAiE PROJECT No. C i.s �� o � � � � �� B1T MOG 121215 0 CONSTRUCTION PROCEDURES THE &ICKFILL FOR THE FIRST AND SECONO STAGES SHALL BE PUCED IN 6" LAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100$ OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. �Surface Transition Area �SuAace Tronsition Nea 6" STAGE 1: �n E> C �' NNN � n � �� N Replac ment E Bose �See note 2) THE CONTRACTOR SHRLL PROV/OE ADEOUATE � COMPACTED FILL BENEATH 71iE HAUNCHES m Identificotion OF iHE PIPE, USINC MECHANICAL TAMPS ° SUITABLE FOR THIS PURPOSE. THIS � Tape COMPACTION APPLlES TO THE MATERIAL (See note F) PtACED @ENEAIH THE HAUNCHES OF ME o Dio. Vories PIPE AND ABOVE ANY BEDDING REQUIRED. N � Valies STAGE 2: 12" M � Min. W THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALON6 THE REPLACEMENT OF FLEXIBLE SIOES OF THE PIPE AND TO A POINT PqVEMENT FOR PERMI7TED INDICATWG THE TOP OF SUB-GRADE CONSTRUCTION NOTES PAVEMENT CUT MATERIAL. �) W�H EOUAL GREATER STRUCTUR4l S OEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL OVER DITCH SHALL BE i6" MINIMUM FOR TMOROUGHFARE PLAN ROADS. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL 8E MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL (PER ROADWAY PftODUCTION DESIGN STANOAROS) SFL4LL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH L4YER iHOROUGHLY ROLLED OR TAMPED TO THE SPECIFlED DENSIN. 5) + SURFACE TRAMSfTION AREA (SEE PL4NS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A DISTANCE OF 50"ON BOTH SIDES OF THE OPEN CUT AND FOR A FULL LANE WIDTH. 6) i" Slll ASPHALiIC CONCRE7E OVER 1 1/2" SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 7) PIPE SHALL BE PLACED IN A ORY iRENCH. GENERAL NOTES A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORA44NCE WRH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUN71' PPM�} EL-0-3605. B) OENSIN TESTS SHAlL BE TAKEN IN 7 F! LIfTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (i SET MINIMUAI) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DNISION. RESUUS SHAIL BE SUBMIITEO TO CONSTRUCTION COORDINATION D/VISION AS PART OF THEIR FlELD REVIEW. C) ENGINEER-OF-RECOftO WILL PROVIDE FULL-TIME INSPECTION DURMC THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVtNG. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWINC THE OPEN CUT, A SM007H TEMPORARY PATCH (MINIMUM 125" ASPHALT) SHALL BE INSTALCED, PROPERLY MATCHIN� THE EXISTiNG GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALlOWED 70 REMAIN /N PLACE AND BE A}AINTAINED FOR A PERlOD NO LONGER THAM 45 DAYS. THE COUN7Y REiA1N5 THE RIGHT TO USE POSTED SURE71' TO COMPLEiE ANY RESTORATION WORK TNRT HAS NOT BEEN COMPLETED IN THE 45 DAYS PER10�. ALTERNATNE TEMPORARY TREMCH PROTECTION (STEEL PLAYES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) THE FINAL RESTORATION, THE ROAD SHALL BE MILLED/RESURFACED FOR A FULL LANE WIDTH OF THE TRAVEL LANES ENCROACHEO BY h1E TRENCH ARE4, INCLUD/NG A TRANSITION AREA OF 50 Ff ON EACH SIDE OF THE TRENCH, THE PAVEMENT SHALL BE MILLEO ANO ftESURFACEO PER CONSiRUC7I0N NOTE 6. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE P/PES AND CONDUR IN THE COUNN5 RIGHT-OF-WAY. INSTALL TAPE 24 BELOW FIN/SHED GRADE. G) CONiINU0U5 4" WIDE PAINT STRIPINC IS REQUIR FOR DIP/PCCP WA7ER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAI OPEN R CUT rIPE)INSTALLJITIO�OR AS REQUIREO er n+e nawa. THOROUGHFARE ROAD IRON HANDLE NO2ZLE ASSEMBLY PADLOCK PROVISION � I I I NI IR I� ALUMINUM COVER NOTES i. THE PERMANENT SAMPLING STATION SHALL 8E INSTALLED A7 EACH UTILIT' WATER SYSTEM INTERCONNECT AND AS D�RECTED BY THE DEPARTMENT. ALUMINUM BASE 2. THE SAMPLWG STATION SNALL BE 36"x36 CONCRETE LOCATED IN EASILY ACCESSIBLE COLLAR W 4 AREA, MINIMUM 10�(FEEf) FROM REINFORC MENT EDGE OF PAVEMENT, PREFERABLY CRADE IN GRASSED AREA. � 3. ALTERNA7IVE DESIGNS WILL BE AC- ' �- ��/��/ CEPiED SUBJECT TO REVIEW AND . e �+'^ � O�__ _ � APPROVAL BY THE DEPARTMENT. M �\�/%\ �\ �\ �\ 3/8" BRASS PIPE 3/4" P.V.C. SCHED. 40 7" P.V.C. SCHED. 40 PIPE BRASS VALVE ASSEMBLY W/3/4" FIP INLET a WATER MAIN PACK JOINT COMPRESSION FITTING J 3/4" TAP W/DOUBLE STRAP SADDLE & CORP. STOP PERMANENT SAMPLING STATION DETAII R LINE i0R ROADS, fl4CK Of CURB/SIDEWAIK 0 EDGE OF DRNEWAY FOR O7HER5. LIMIT OF MINIMUM �UNOBSIRUCTED SPACE. CRA55 �PROVED COPPEH METER SERINC ASSEMBLY N7M 1 B�' cron�r+ACttM �.`"- �' MEfER BOX AF1nl �� uD w/ MOUSE F101t5) �a+ocunor�q (s�E rare ii) IPRESSI�N.7 .. •• ••�1• •• lMPPLE � TEMPORARY CAP � . v R.P. (SEE NOTE 1) � P � COMPRESSION ADAPTER (POUir OF SERVICE) COMPRESS/ON AOAPTER (lYP.) POTABLE 2" BALL UqLVE (COMROL UALVE) LOCKING WA7ER MAIN TPE W/ BOX. 12' FROAI R/W UNE, EDCE R p OF SIOEWALK, DRNEWAY, Oft BACK OF CURB ��SEE NOTE i) TOP OF PAVED M'EA 1 7 2 TO 2' ABOVE FINISHED GRADE IN GRASS /' <" wc va�ve eox � " 4" RECESSED / 0' IN PAVED AREA. 6RA55 PWC � /�-12'f I/2 I I .. I I � FINISHFD ( CRADE 2' CORP. STOP WRH ` � � CAS! IRON VALVE BOX � �� (CONCRETE COUAR � � TEMPORARV CAP REOUIREO IN GRASS � 2' w a^ FRFAS) COMPRESSION AOAPiER ------- e . � (PoIM OF SERVICE) �Z� 2' LOCKMC CUFB STOP (FENnLE X SPOOL PIECE �pNCED) MUST RI 7-7/Y MEIER FlANGE / COMPRESSION PRESSURE TEST L1MR �SEE j5} �MPpCTEO ROCK &1SE � FITTING g0' PVC SCH 80 BEND (7YP.) DOUBLE STRAP SADDLE WITH CORPoRATION STOP LONG SERVICE (SEE NOTE 3) POTABLE WAiER MA1N NOTES: 1. ALL SERVICE$ TO HAVE AM APPROVED REDUCEO PRESSURE PRINCIPI.E &1CKFLOW PREVEMION ASSEMBLY (R.P.). THE INITWL TESt OF TME R.P. SWV1 BE PERFORMED BY THE DEPARTMEM. THE R.P. SHALL BE INSiAt1E0 AS CLOSE AS POSSIBLE TO THE PoIM OF SERVICE. 2. 12" MINIMUAf CLFARAN TO BE MA/NTAINE R BO YP CE 0 BE7WEEN METE X/8 ASS AND ANY OBSTRUCTION. 3. FOR INSTALfATION pF SERVICES UNDER OFNEWAYS AND Rb10WAY5, USE MIN. 4" OWNElER BUICK IRON, PVC SCH �0. OR HOPE SOR 9 CASING. CASING SH?1L EXTEND MIN. 24' BEYOND EOGE OF Pp4EMEN7. CASING TO BE SFALED WI7H CEMENi. CASINfi SIIFLL BE COLOR-CODE� BLACK, WH/1E BWE, OR BWE STR/PED. 4. SUCCESSIVE TAPS IMO THE WATER .W1/N SHALL BE SPACED A MINI4UY OF 18' APART. TAPS SPACEO BEIWEFN 18' ANO 48' SiIALL BE OFFiET 70 E1CH SIOE OF THE MAIN. TAPS ON 7HE Sr1ME SIOE OF A PVC PIPE SECTION SNALL BE MIN. f0' APARi. 5. METER SHALL NOT BE PIACED IM SIOEWALK OR ORIVEWAY ARE1S. SERVICE LINES AND TAPS SHALL N01 BE PLACEO UNDER DftIVEWAIS WHENEVER POSSIBLE. 8. M4XfMUN SERNCE LENCTH �5 ]00' TO MEiER. 7. BFDDINC (NIN. 4' AND COVER (NIN. 4'� OVER SERVICE IJNE OR CASINC SIb1LL CONSIST OF fME GRANUlAR M4TERfAL. UNSUITABLE IN-SIN WTFRLILS SUCH A$ MUCK, OEBRIS AND LA�FR ROCKS SHALL BE REMOVEO WITH 2� N4XIMUN SIZE. 5. MElER/SER✓ICE NYLL N07 BE INSTALLED/ACTIYAiEO UMIL A -FORM BOnRDS FOR ORNEWAY ANO/OR SIDEwALK ARE IN PUCE OR -DRNEN'AY OR SIDEWALK IS IN PLACE B. 'M/NIMUM UNOBSTRUC7E0 SPACE' (AS SHOWN) IS PROVI�fO. MIN. 12' VfRTICAL SEPARATION IS REOUIRED 70 OTHER UTNTIES. C. REOUIREO BACKFLOW PREVENiION p55EMBLY IS INSTALLED ANO HAS PASSED TNE INITkL 7ES7. SERVICE COIAPONENiS SHALL BE CONSTRUCiEO FOR THE ME1ER TO BE INSTALLED TRUE° ANO 'PLUAIB" ANO TO ALLOW METER 9. READING THROVGH THE MElER REAOER L/D. APPROVEO COPPER NETER SEf(INC p55EMBLY REOUIRED. 10. ME(Eft TO BE INSTALLED B1' THE DEPARTAIENl. THE P/PINC BEYOND THE CONT(20L UALVE SNAU. BE INSTALLED BY THE DEVELOPER OR TNE D£PARTIIIENT, OEP�ID�NG ON THE 7YPE OF SERVICE INSTAL(ATION REOt1E5fED. t t. ALL HAROWARE FOR FLANGfD fANNECTi0N5 (BOLTS, ETC.) 70 BE STPINLESS S7EEL 12. THREADE� ARF/S OF CORPoftATION S70P AND 07HER FliTiNCS SHALL BE SPIRbL WRpPPED WITH iNY/ (2) WRAPS Of TEFLON TAPf. 13. MElER BDXES IN NON-GRASS AREA$ Sf1ALL HAVE TRAFFlC WITED L/OS. 14. A 4' TNICK COMPACTE� 3/4" ROCK BASE IS REWIftED. THE HASE SNALL IX7END MINIMUM I2" BEYOND THE METEft BOX 75. PER/MEiER. POTABLE WATER SERVICE 2' METER INSTALLATION DETAIL (PVC) COMROL VALVE B" FROM BACK OF CURB/SIDEWALK OF DRNEWAY. 1 I �POiABtE WATER M4IN . B" t i/2' FOR i° MEfER 4- 7 7/2" ± 1/2" FOR 5/8` METER YOP OF PpVEO AREA MEfER TO BE SEf BY �EPAI 4° RECESSED BRASS PLUG� R/W LINE FOR RQ4D5. BACK OF CURB/SIDEWALK OR EOGE OF ORNEWAY fOR OTHERS. LIMR OF MINIMUM UNO&SlRUCTEO SPACE (NO TREES, SHRUB$ EI'C.J crsnss 12� MIN. AREq 1 i� BY CaNTRACT�R OR DEPPRTIAENT BY DEVEIOPEfk (SEE NOTE 10 dt 11) CUSTOMER SERVICE LINE - 72" MIN. I �P GP ' MIN. O 18' MIN. R.P. IF REOUIRED (SEE N07E Ji) APPROVm MEfER BOX (NO NOUSE HOLES) AND r u� 12" MIN. E�GE OF UTIL1lY EJSEMEHT� 8" VARIES PLAN r�-�Z� TO 2 A60VE FINISHED .�... I n- oevrn� � i� �R.P. (SEE NOTE �1) �� J/JJ/ � �ISHED GRME ililGil�G��'�.'�'.�'�� 'd. � , . , (k � F / zo•-za f �A� ANCLE DUAL CHECK PLVE OR Q TER BENO COUPLINC EDCE OF J COVER 4' THREpDED �S NIPPLE (MI�xMIP) PAVEMENi 4^ py� /3/<� OR t" TNR��D BRASS y0' BEND (FlPxFlP) 6°�lIN.I LYOKE \ '�� 90' BEN�S `6" TFIREADEO BRASS NIPPLE (MI�MIP) W/ TEMP PVC CAP (PoINT OF SERVICE) ORP. STOP �p�KINC PpCK JOIN7 YOKE ANGLE CURB STOP (3/4" FOR 5/8� X J/4111EiER, 7' FOR 1" NETER) `LONC SERVICES (SEE NOiE f3) �-��Z� X 3/4' REO. (5/8� MElER); 1-1/2" X 7� RED. (1' MElER) DOUBLE STRAP SA�DLE � QUARTER NRN CONTROL BALL YALVE W/COMPRESSION W/1-1/2" CORPORATION SiOP COUPLINGS W/ 'T' NEAD & UpLVE BOX (PRESSURE 1E47 UMIT) SECTION N �s: 1. ALL NON-RESIDfNM1 $ERVICES, SERVICE$ FOR Wl BUILOINCS OVER iHFEE SrOPoES, MID RESIDENlIAL SER17CE5 N77H INDINDUALLY ME7ERE0 RECU111E0 WATER SERNCE TO HAVE AN MPROVED RE01/CEO PRESSURE PRINCIPLE H4CKFLOW PREVEM�ON ASSfMBLY (R,PJ. TNE INRNL TESi OF 7HE R.P. SHALL Bf PERFORMED BY THE OEPARIMEM. TME R.P. SHALL BE INSTALLED AS CLOSE AS PoS519LE TO THE POINi OF SERInCE. 2. 12" MINIMUM CLFM/NCE TO BE MAl1IrAMEO BE7WEEN MEfER BO% AND ANY OBSTRl1CTI0N. 3. FOR MSTALUTION OF SERVICES UNOER DRNEWAY$ AND RMOWAYS USE MIN. 3" OIAAIElER BLACK IRON, PYL^ SCH 40 OR HOPE SOR 9 GSINC. CASING S{fALL EXiENO MIN. 24' BEYOND FDGE OF PAVEAIENT. END OF CASING TO BE SEALED WITH CEMEN7. CASING SHALL BE COLOR-COOFD BlACK, WHITE, BLUE, OR BLUE SiR�PED. 4� SUCCESS/VE TAPS INTO THE WATER AWN $HALI BE SPACEO A MINIMVM OF 78� APPRT. TAPS ON SAAfE SIOE OF A PVC PIPE SEC7I()N SHALL BE MIN. 10' APART 5. METER SHN.1_ NOT BE PLACFD IN SIDEWALK OR DRIVEWAY AREAS. SERVICE LMES AND TAPS SHALL NOT BE PIACED UNOER DRNEWAYS WHENEVER PoSSIBLE., 6� COPPER SHALL BE �iYPE K" CONTINUOUS ANO SURABLE FOR UNDERCRWND SERVICE W!!H FIARED CONNECTIONS. PVC SMALL BE SCH. 40 PIPE WRH SCH 80 PJC FlTIINCS. 7. 4AXIMUM SERACE LENGTH IS 100' i0 ME�ER. 8. BEDDING (MIN. 47 AND COVER (MIN. 4'� O�ER SERJICE LINE OR CASINC SHNLL CON5157 OF FlNE CItANUWi 1/ATERIAL. UNSURABLE IN-SITU MATERIAL$ SUCH AS NUCK. DEBRIS AND LARGER ROCKS SW�LI. BE REAqVED WITH 2 MAXI/IUM SRE. 9. ME�ER/$Ei7�ACE WILL NOT BE INSTALLFD/ACTIVATED UNTIL: A. - FOR4 BOARDS FOR DRIVEWAY ANO/OR SIDEWALN ARE IN PIACE OR - DRNEWAY OR SIDEWAfX IS IN PLACE B. "M/NINUM UNOBSR7UCTED SPACE' (AS SHOWN) IS PROVIOED. (MIN 71' ✓�RPCAL SEPpRATION is rrEquiaEn m orxers ununes.) C. - THE REWIRm BACKFLaW P2EVEMlIX1 ASSEMBIYfDEACE IS INSTALLE6 AND HA$ PASSED T}IE 1NRAl. TEST. 10. MtTER TO BE SEf BY THE �EPARTMENT. 11. THE DEVELOPER/PftOPERTY OWNER OR ASSIGNEE SFW_L BE RESPONSIBLE FOR INSTALLATION OF SERVICE$ BEYOND PRESSURE T6T LIMRS AS SPECIFlED BV THE DEPPRTMENi. 12. THREADED MEAS OF CORPORATION STOP AND OTHER FlTiINGS SHRLL 9E SPIFAL WRPPPED WITH TWO (2) WRAPS OF TEFLON TAPE. 13. MEIER BOXES IN NON-GRASS PREAS SHALL HAVE TRAFFlC RATEO LIDS. 14. A 12 TNICK COMPACTEO 3/4' ROCK BASE IS REqUIRED FOR ME(ER BOXES OU751DE OF GRASS ARFA. THE BASE SHAII EXTEND MIN. 7Z� BEYOND THE METER BOX PERINEfER. POTABLE WATER SERVICE SINGLE 5/8' X 3/4N & 1" METER INSTALLATION DETAIL (PVCj copyright �O ZO70 v/ � � O � � � � W WwM W � J � 2�� VJ = � O Z Z O � � Z � ", W =O� � ' � f S � M � U Z y C Z L 7 � W Z� w��a�Z U mLL�N c � y LLl a m � � f.1 �p"V"' 7� � � L � C a � � J � a C (7 � •� O w � LL Y W L 0 � � 0 z 0 N � � < 0 ° z a � �$ �� DRAWN g�7 DESIGNED tlOG ISSUE DATE ��_ PROJECT No. 121p15 C.7 0 ❑ �_'-__-__- I , i F __�___ __-__-__-__-__ 600' I i � 29 Q =JAVA BISHOP , S PERIMEfER � unoscnrE e��x =MANGO TREE I � =OAK TREE I 30 � � � �� i �� IX. 7REE LEGEND ' a "� ('} =ARECA PALM I ] T� Q =caaeor,v000 � � =FICUS iREE i � =GUMBO LIMBO � WEST LINE, N.E. OUARTER SECTION 25/40/42 -_'__'__'_.___'______'_'_____'_-'__'____-____ -__-__-_'_"_____" S00'28�07'"E t320� IAND ISE: R6IDB�ITIAL ZOMHG: R•2 �� IX. CONCREfE WALL IX. WOOD FENCE TO RBMM `TO rsEwan : S _ , ,. _ _ _ _ _ .,, _ :, y� ,, - ,,, / _ �� N0028'07 W 440.0' �� F �� [�f�l�f�f� .1�1w/I.if�f�.11�.wfwlw A �.��-�w-1�1� . ! It I _--- � ___ _-___-'-_____ _��-`-_-_ _� I � ' � 38f SF. / i� � � ( i \ ; I aact+saace cnzEeo rn. i ��„��,,,� i ;� � ,� ' s�,�� I �� ' P � '� I PRO ED O D � �� I z\ � 'A%6 I `B� I WCR�k �C� ' o ; �� z 1-STORY y � 1-STORY � °� I PROPOSED 6 R b N i 3 ;+ � � (a) I = N I � 2-STORY s wax a - s w�wc DORMITORY � i F.F.E. = 10.4' t = . l�.. Zi� I� � � ( � � �� PR�POSE� ; PR�POSE� I ' � I ROOF LQIE � f (�) �E) e � " �R -5'f � ; �.a e �� \ R � RY � ! � � � � __ _______ Y __ __ __ ___ � �� "� � 10 q I I s s ss I �� a ` 2 9.5' SIDEWN.K, 7YP i *�\ �_ •_ _ .?�'? _. _. ��._ ___ _..�.�_._. em,.cAo �E - hu i- n+� "��e-" �► .uwr V�"' ip a� .' .� ,'�- - r�se-r-rr.r�rr•...,.� - - - - �.�' ��t5, +Y a y a � FRGH CHPINiINK � I ; ra�, Tw. � o �s vewr�c ' , � lNiDS('ME BUFfER 32 � 33 I 34 -� =PWE 7REE i � .�, =POINCIANA � =QUEEN PALM I � =SAND PINE I �' =SABAL PALM , / eeo' _ ` t_.�/ i' 31 � M@NDI SITE DATA W1ME OF PItOJECf HANNNiS HOME OF SOUTH FLOIRG4 PARIQNG DATA v�coae2TV carrea ruMeec eaaz�ao-zs�oo•aoo�iieo �REQuiaen> LAPID USE DESIGN4TION R61DENf7AL 4 SPAffS ZONING DISTRICT R-1 - PRE-SQIOOL 8 DAYGIRE CHdTER NUMBER OF SfORIES 1& 2 �2 �./3 TEACFERS @ EMPLOYEES PLU51 SV./8 PUPILS) TOTAL SIlE AREA (]26�611.39 SF.) 2,9i AC 3 TEAQiERS & 3 ADM1N. SfAFF - ADULT CANGREGAlE FACILIi]ES BUILDING DATA (Z �.�� m WSTING &1llDING 4,116 SF DOW4. B,C,D,E (8 U�U'fS) 16 SPACES NEW DORM ADDI170N 1,456 SF DORM.'A' (9 UDIITS) 8 SPACES NEW NURSERY ADDITION 976 SF (TDT. 13 B�S/3 BEDS PBt UNIn PROPOSEDDORMIlTORY-A 10,D005F PROPOSED DORIATORY - B 2.146 SF ' CARE TAI�R RESIOEHf 2 SPAffS PROPOSEDDORFIlTORY-C 2,146SF (25C./DWBJ.INGUNI7) PROPOgDDORP4TORY'D 2,1465F -HMpICAP5PAff5(mauoeo7xiornU 3 PROPOgD DORhD'fORY - E 2,1% SF CHAPEL 384 SF TOTAL REQUIRm: 30 SPACES CARE TAKERS R6NBICE 2 O�DO SF TOTAI VROVID�: 35 SPA�S TOTAL SQUARE FOOTAQE 27�518 SF FAR 0.22 MAX. BLDC. lff.: 2-SfORiES/30' FOR MAiN BLDGS. LAND USE sF �c vt BUllDINGIIITCOVERACE 27,988 Ob4:i 22106% VBiICUTAR Ug AREA 26,161 0.601 20.663% OPEN SPA� 72.462 1.663 5/.232% TOTAL 126,611 291 100.OMfb LOTCOVERAGE u�reenousnn� sF �e nu BUIIDING tQf CONERAGE 27.986 0.643 72.306% VBQCIA/1RUSEAREA 26,161 0.601 20.663% SIDLiNAUCS/CUIt65/hIISC. 13,OB6 0300 10.336% TOTAIIMPERVIOUSAREA 6�735 134 57.1D% PERVIOUSAREA SF K % INTERIOR QtEBLSPACE 50,893 1.17 41.20% LANDSCAPE BUFPER 8,483 .19 G70% TOTAL PERVIOUS ARFA 59�376 136 4�.�J0% TOTALSI7EAREA 126,611 291 IOO.OD% �IX CHAINLINK FENCE 5 P921ME1ER ro rte�n�N, rn. �wosuvE eur�a _. r_,.;:,.R�..�..., � ��. :, _ � -_--_- -_--- � A�Y I 0 e�na+,lvv. �„� ° o I� w I � NALK 3' WAtK I� a 1 FPL I � � 'MC�f Y � .� . F /4ER � I MEIER PPNEL � EXISTING 1-STORY BUILDING 4,118 SF. WVERFD @tTRY� F.P.E. � 1Q4' �� fJEW DORM AD�IllO� �C 1456 SF F.F.E = 10.4' OPEN SP� �� r�w ruasEnr noom� 976 SF .F.E = 10.� � i .___-'_-______"___-____'_'______'�_'____'_ E i I I.� _ I i 1 i I � �' i ; - ------------ ----------- --- --- � ' S PERIMETER z°°� � , + ,. �1NDSCAPE BUFFER I �PROP.S'N7DE � . '� , wauaNCran� ' NOT INCLUDED PEPll'IEfER NDSdWE BUFf@t cur AqC 9 '�' �r � . UTILTfY/ OLNAPS�ER.TYP. � oav aEr�non cov�aeoerrar -- �= . ss I I i I � sa,wrarrv - I . AIMYlOLE .. tl.=8.�5\ �� . l, ia nav W � 4' CIEW-01? � �1ff� � , o�;, � I I ^ � �� _ 0/N - o� - ��. io. w.� w.a i a O p 0 o Fi Q PHASE 3 �`r CARE RESID� I �' I� � � litterick lnndscape Architecture 17�0 SW Mortin Downs Bivd. #199 vd� aty FI34990 561-119�3B76 Joso�Al6fl@yohoawm �� 0 • �1 � � � O � ..�T..�� O � � � � � � � .�r�r ;R L�1 � � • i;' .. s.a \ � �• � �c��.�, ....�� I �--_ y � _ . �_ _ -. -- w� y iaox eox � 7Y E b�' - xy - �� yw ° � �- rM - r,v - xu xu -'nu - xu MEDLV/ aas,lvr. a �► 7 .. t a ; ---- ----� ----�IW=---- -- - - ��.,,. .r ...,..(�,��.i. �.,.�.ry,. "�_ i00'28'07"E 590.0� �' . .�� . . . . , ._. ._._._. 9 �� T'�` g ��ocrws I maroaawn 35 I IAND USE: RESmEENfIP1 ZOfUNG: R4 SINGLE FMQLY RESIDENTS 36 PROPERTY DEVELOPMENT REGULATIONS PROPERN DEVELOPMENTREGULAl70NS 20NRiG µNIMUM LAT DM/ENSIONS 8 �� , MMI. BLDG. SEf8ACK6 dSTR�T FM OFt P�D SIZE N7D7H DEPTM �� FRONf 50E CqRNER REAR REQUIRED R-1 8 S� 75' WA WA WA 25' 7.5 20' 20' PROVIDm R-1 290AC 240.0' S90.0' 0.72 72.1% 25' 8.V WA 30' N �'� W � �'� e' W �kt '= Z E- i �a 3 i� : ! J � � N e �� o i � - Z �ar � ! I -! � _ � 1 -10' S�E SIGHf O 4 � TRIANGL6 -. .- _ I ' l trcuW�010,m. I I`I I ��.. I � i� . � i �� i i � � i i 37 ' 38 i � � ( i i� ' i 5 LA.E. (P.B. 46. PG.� ��. I I � �i�>� i I LOCATION MAP NTS. trN�nnE�eoMN`wA � 0 w � � � � �I�i � bA � � � aw►tNU�i. tlA uiwum SCO�@: �� = 3�� Desqad: 1Ml Drarx JML Approvaf 1Ml �ate: B/d/13 S i t e P I a n R � b°� 8/29�13 9/6/13 9/13�13 D IS' 30' 60' 90' 1Y0 AeetNa ka�t^=�o' NDRTH � • � i •I � � � � C - C C � = 'ti_ �!�.,, � � �� ',�� -.-- �, i 4' MIN. RECYUNG DUMPSTER ENCLOSURE DETAII NOTE: NO DRAINS PERMITTED IN SfAIE: NOT TO S(ALE DUMPSTER PAD. � - RAISED STU((0 BANDS (ONTINUOUS AROUND DUMPSTER WALL - INSID€ DIMENSIONS TO BE A MIN. OF 10 X 10' FOR DUMPSiER - STU(CO (.B.S. WAII, (OLOR TO MATCH BUILDING & BE (ONSISTENT W/ ARfH. STEEL OR ALUM. LOUVERED GATES, (OLOR TO MATCH BLDG., TO BE AN OPAOUE BARRIER SHRUB MATERIAL, MIN. 36" IN NEIGHT PLANTED 2�" ON CENTER 6" THICK CON(. PAD � __ kl1"� �� I � RDER � SiEEI POST w - ' COLORS: TE%T 8 B01tDER - GREEN SYMBOL - WHIiE ON BLUE BACKGROUND - WNITE �� `� �'e NOTE: SYMBOL TO BE 4" WIDE WNITE TRAFFI( PAINT ON PAVEMENT OR (OLORED PAVERS . TYPICAL @ ALL HANDI(AP SIALLS HANDICAP SIGN PER FDOT �IHDEX11355 * S' SIDEWALK W� WHEEL STOPS 2.5' VEHICLE DVERHANG 6' (ON(. Y!}IEEL STQ� ---- 7-5lDEWAULW/_CURB(IQ — .-- - _- WHEN NO CURB IS PROVIDED pLLOW FOR 2.5 OVER HANG) �� _ � - -- --<-- - — ------- -- — — -�_--- s , � � '� � � �� N, r �� ` TYPE'D' (URB. NO WHEEL �-�- 9 - i ---�?� -_._ -, - S--�- STOPS REQUIREU WHEN CURB IS USED. 0 ° 5' TALL HANDICAP PAVEMENT SYMBOL � � � / FDOT INDEX 113�6 PAINTED WHITE o I oT °= °.,, o' f I �„ � / a ^ � T I A W !_ � �__� - �- ---- � --�---------- ; �STRIPING PER FDOi INDEX 17346 � -� -� � HANDI(AP PARKING SPA(E DETAII HANDI(AP PARKING SPACES SHALL MEFT ALL S(A�E: NOT TO S(All STAiE, FEDERAL AND LOCAL fODES. � _2��6� —.-------. ----- �i.'in�iw _ � 32� .� � I i, . v'�" x•.a•ma, w�� 16 'Ks �p�� ^ . �Mi m� _- �. � � ,_.,B,�s._ _----_ _._„• -- __ _ — � 1. . %�:... �� End View 1'-6" � 4'-0" i I 7VPE: DUMOR 160 SERIES BENGI COLOR: GREEN FINLSH: ZVIC RICH AND POLYESTER POWDER COAT BENCH DETAIL SCALE: NOi TO S(ALE Fr ont & Rear view • 1 � Color. Creme White Tan/Beige To match building colors. 1234 HANNAH'S � HOME � OF SOUTH FLORIDA � , � 6" Steel posts � Concrete footings _ � PREVI APP ROVED MO NUMENT SIGN DETAIL S(ALE: NOT TO S(AlE 1 litterick Landscape Architecture 1740 SW Mwlin Downs &vd. #199 Polm (ily, FI 3d990 561-719�3876 lasonLAlb77@yahoacom � � � �� ?� O ��w � r� i�l � 1 O �1 � f vNuq� b�MM d Mxd 1mtiY fine�iY, tlA pAM1I{Il) Scule: AS NOTED I � � .� O W � � � � a� � O � j oe:�.�a: iMi o�a.R �i Appmved JMI Dme: 8l6113 lob no. 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