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Home My WebLink AboutDocumentation_Planning and Zoning_Tab 03_09/19/2013 te VILLAGE OF TEQUESTA �� DEPARTMENT OF PLANNING AND ZONING ,,,,,,,. ' Staff Report— Planning and Zoning Advisory Board- 9.19.13 1. PETITION DESCRIPTION APPLICANT:James Hacket H&L Planning & Development Consultants 612 Orange Ave. Jupiter, FL 33458 OWNER: Hannah's Home of South Florida, Inc. 4390 County Line Rd. Tequesta, FL 33469 PROJECT LOCATION: 4390 County Line Rd. Tequesta, FL 33469 REQUEST: The applicant is reques±ing a recommendation for approval of a master site plan development to construct a boarding school for young expectant mothers. 2. LAND USE AlVD ZOIVlNG I ' EXISTIi�f LAND �SE FUTURE LAND USE � ZORIlNG i SIJBJECT Resid�nt�al L.ov� Density Residential Low Density ��1 5engle Fa,s�nil� Dwelling PROPERTY Max 5.4 DU'.S per acre Max 5.4 DU'S per acre I � � � North I County l,in� Rd,/ County L.ine Rd./ � G%��r�ty Line Rci.J � 11/laitin C�ur?ty Martin County Mar�tin G�unty i South � Resi�Jential !�w Density� Residential Low Density I R-1 Sisigle Fan�i!y Dwelling I Max 5.4 DU'S p�r acre Max 5.4 DU'S per acre ! --�------------ East ftesidentia! Low Density Residential Low Density i t�-1 Single Farr�ily Dwelling � Max 5.4 �U'S per acre Max 5.4 DU'S per acre � I j West j� Res�c�ential �ed�urr �ensity Resi�lentia! Medi�m Density �{-2 5ingle ��miiy �wellirg --- ---,-- ----- --------�------------- ( i 5.4 -12 QU'S per acre 5.4 -12 DU'S per acre � � i � ' ReSider�tial ��w De��sity Residential Low Gvnsity R-1 Single Family Dwelling Max 5.4 �U'S per acre Max 5.� DU'S per acre - -�---- ----- �- ---- �-- -----� 1 Departmer�t of Plannin� and Zor,ing-Sta,ff Report— Has�nah's Harne Master Site Plan applicatian 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 P8cZ Board and later approval by the Village Council. Hannah's Home 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 was approved to install a 3'4" (H) X 6'0" (L) X 1'6" (W) freestanding CBS block 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 Florida Departrr�ent of Education where the young women can continue and complete their high school education or receive their GED. Hannah's Home official grand opening was on December 18, 2010. 4. STAFF REVIEW This development application was reviewed by the Development Review Committee (DRC) including Planning and Zoning, Landscaping, Law Enforcement, Public Works and Fire Safety. Staff provided comments to the applicant, please see attached response fetter. Hannah's Home master plan includes three (3) phases as follows: PHASEI This phase included the renovation of the existing structure and it has been completed. PHASE II This phase consists of the addition of dormitories (1,456 sq. ft.j, and nursery (976 sq. ft.) to the existing building; parking, and landscape. This phase will accommodate 8 r�sidents/students with a child; and 2-3 staff inembers during the day. At night, there will be a"house mother" who will occupy the family suite. At build-out (Phase 11I) all the dormitories that were part of Phase fl will become administrative offices, classrooms and common areas. PHASE III Since development of the site is based on current and f«ture fundraising initiatives, the applicant can not define the timeline of the following structures that will be part of Phase III: � Buitding A- 2 Story Dormitory —1(i sq. ft. -13 beds 8uildings B-GD-E- 1 Story DormitariPs — 2,146 sq. ft. each — total of 8 units — 8 beds Phase !ll will also include the construction of a chape! (3�8 sq.ft.J, a carei�aker residence (2,000 sq.ft.J; and, the completion of all parking, infrastructure and landscape site improvements. �r�ce the pr�ject is completed, Wannah's Home wil! have a total of 21 residents/students, 3 teachers, and 3 administrative staff members including care taker (build-out phase). Also, the propased nursery{dav care use is accessorv to the main use (boardin� school); and not open to outside residents. 2 Department Qf Planning and Zoning- Staff Report— Hannah's Home Master Site �lan Application The following staff review and analysis was based on build-out phase (Phase 111): ZONING REVIEW PROPOSED COMMENTS a. Setbacks Front 25' Code: 25' Met Code Requirement. Rear 21' Code: 20' Met Code Requirement. Side- West 8' Code: 7 Met Code Requirement. Side -East 40' Code: 7 Met Code Requirement. b. Height (6) 1- story buildings Code: 2 stories/30' (1) 2-story building Met Code Requirement c. Lot Coverage 22.1% Code: Max. 37% Met Code Requirement. d. Open Space 47.9% Code: Min. 30% Met Code Requirement. e. Finish Floor Elevation 10.4' Code: 18 inches above the crown of the adjacent Roadway. f. Parking Per Off-Street Parking requirement-Section 78-705 (32) "Mixed uses: In the case of mixed uses (exclusive of shopping centers) the total requirement for off-street parking shall be the sum of the requirements of the various uses computed separately", parking requirement was calculated as follows: Sec. 78-705 (28) (d). Preschool and dav care center: "Two parking spaces per three teachers and employees normally engaged in or about the building or grounds, plus one off-street loading space �er eight pupils". At build out, the applicant is proposing .� teachers and 3 administrative staff PARKING REQUIRED: 4 spaces Sec. 78-705 f 1) (a1. Rdult con�re�ate facilities: "Two spaces for each dwelling unit or equivalent". At build out, the applicant is proposing: 8 Units (4 dupfex buildings) PARKING REQUIRED: 16 spaces Dormitory (A) 2 story building equivalent to 4 Units x 2 spaces (13 beds/3 beds per unit= 4 un+±s) PARKING REt2UIRED: 8 spaces sec. 78-705_j8) (a). Dwe;lin�s. Sin�le-familv: "Twc spaces per dweiling unit°. The applicant is proposing a caretaker residence: p�1RKlNG REQUIRED: 2 spaces Total number of parking spaces required: 30 spaces—The applicant is providina a total of 35 spaces. 3 Department of Planning and Zoning- Staff Report — Hannah's Nome Master Site Plan Application Proposed Entrance Gate and Fence The subject application proposes an entrance fence and gate. Please notice that this can be build only after the Care Taker residence is in place. Village Code Sec. 78-284. Walls and fences. Provides that "No wall or fence shall be permitted to extend forward of the adjacent or nearest portion the building front". LANDSCAPE REVIEW The applicant met Code requirements. See attached letter by Mr. Steve Parker, ALSA, Village Landscape Consultant. FIRE SAFETY REVIEW Please see attached final comments by Fire Chief James Weinand. The applicant complied with requirements, see attached applicant response. PUBLIC WORKS REVIEW Please see attached final comments by Mr. Robert Lawson, PE, Village Consulting Engineer. TRAFFIC REVIEW The traffic analysis submitted by the applicant was prepared by McMahon Transportation Engineers in 2011 (see attached). Palm eeach County issued a Traffic Performance Standard (TPSJ Review approval based on 20 beds on May 19, 2011. The subject master site plan application includes 21 beds. Mrs. Maria Tejera, the Village's Traffic consultant (MTP Group) reviewed trip generation rate and concluded that the "traffic impact of the proposed deveiopment is insignificant in the adjacent roadway networl:. �hprefore, the project meets the requ�rement of P�Im Beach County Traffic Performance Standards" (see attached review ietter). Village sta�f consulted with Mr. Masoud Atafi, TPS Administrator frorri Palm �each County if the previau�iy apprcved TPS review IPtter is applicable to 21 beds. He confirmed the 7PS letter �s stiEl ap�lfcable ;see �ttachec3 e- rnail). LAW ENFORCEMENT REVIEW PoEice Chief Christopher Elg requested a I�ghting sste plan. The appiicant complied with thi� re�uirem2nt. FINAL i2EMARKS • This devel�pme��t applic�tion met the requirements set on Section %8-334 notice of hearin�. 7he notice of hearing was advertised an September 8, 2�13. � The applicant �ro�✓ideci cator renc�2rings and chip calors a�plicable to the subjec� master site �lan ap�lication. • Vilfage staff reccmmer�ds the foilowing c�nditions of approval: - At bu�ld out phase, Hannah's Norre wil! have a total of 21 residents/studen±s. - Pr�posecl nu�sery%Qay c�r� use is aceessor�f tc the rr�ain use (�ac�ardirrg �cho41}; and n�t ��n tc� outside residents. ` r This report was prepared �y fvilsa Zacarias, AICP, Dafe_ ��1�_� �4��-U�___��-�--P�-�!�j4_ y � Depark+�nent of Plannin� and Zoni�ig- StafJ Repert— Hanr�ah's NornP Master Site Pfan �1p�licati�n .. ��,,��. .. _ , ;< q �� - � ,�� j � a , � ;, � � � ' �; r�i�!' � � -- - - � _ ` -- - t �,� � �` °� � _ �,�, j c� j � ' �- , ,; �,. �. r �� , = °�=�- •_:�,k. , .....�.�., r�� : -- .��.-�-�„�:: +�+.. �r � �� . ... _ , ,: _ . - r - � ----�•�.-:--:: - — Existing Structure at Hannah's Home .� ._� k �- ; _ ,� .; �: � , :a�,��,�;:.� _____-------1 ��_ - �.�= �� :l :��. _ - - - .. -�- , , . _..., . - __.� _- , ' -' ^ .' __" ' � ' v ..�.,'.. .._;..:y,r: �- _ - .-'.- . ., . "- . ._ - . . Existing Conditions at th� Site Front Entrance Ftear °Jiew sr� r � �� S�: � � r � $ e ' • y � � � n i � �} . ;`t � � - S �� Y� �` ` _ � . } _ :F, ��`�:_ � -. � �� '�� t '�)� x3 � r �� l ��i� ' �''r . . L P �. �t.: �t t- "f F� ` . '� �� :: V � �- �`� . _ _ � .� � ' _ -= .� � , � �,�` E _� f � , ,°� � ��¢� _ _ _ - ` -� t �� y _ ,� � � � r _ � � •' _ .� . - �'�% • `' � ��.�1� �.. � ��' . s�M � � -^t - . �r`>- � � . �� " - �, � �--- - ' �'`��' � �'�tS j..T.'�`� _ �",_�.�.'J � . = ' 1s ' �' F'�� F-,�,r� t � rw '� . . _ z' " _._._ Yi - . ._ S _ -. i.� `i.. _ _. 5 De�.jartment af �iannii�g an� Zor�ing- Staff Re�vrt — Hannah's Home Mas*er Site �ian Apolicalior� � � C � + �� ,i `� �� 1i � �� ¢v � � �;^wy„��.�3 < 6 , E�� >�y I� � e �� iE , �� p f�:;� �� :: �� T � , . ._ �_� � � �� ',' ;�b�b�� •> �� 1 ti I�ETT��a design group, inc. ':':�F � � �:�39;� MEMORANDUM T0: Nilsa Zacarias, AICP Village of Tequesta FROM: Stephen J. Parker, ASLA )��—' , . � DATE: September 5, 2013 RE: Hannah's Home of South Florida I have reviewed the landscape plans for Hannah's Home of South Florida, as prepared by Litterick Landscape Architecture, dated 8/29/13, and find all of the previous comments have been addressed and the landscape code requirements have been met. Please contact me with any questions. LANllSC AR w PLAIVNING � GRAPH[ ----- -----. _ - —_ _ . _ .._-._ _ 825 South U.S. Highway One Suite 330 Jupiter, Florida 3347"I 561/747-5069 Lic. #tLC-0000297 Zacarias, Nilsa Subject: FW: HANNAH'S HOME RESUBMITTAL From: James [mailto:jamesC�hlplanning.net] Sent: Thursday, September 05, 2013 9:49 AM To: Zacarias, Nilsa; Weinand, James 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 you! James G. Hackett H&L Planning and Development Consultants 612 N. Orange Ave. Suite A14 lupiter, FL 33458 (P)561.222.9284 (Fj561.348.9491 -------- Original message -------- Subject: RE: HANNAH'S HOME RESUBMITTAL From: "Weinand, James" <jweinand(�a,tequesta.org> To: "Zacarias, Nilsa" <nzacarias(a�tequesta.org> CC: RE: HANNAH'S HOME RESUBMITTAL The tirsi question about Fire Sprinklers is a concern for me. They should state that all building will be equipped with Fire sprinklers in accordance with N.F.P.A. 13. Not just the two story buildings. Chief Weinand -----Original Message----- From: Zacarias, Nilsa Sent: Wednesday September 04, 2013 3:59 PM To: Weinand, �ames Subject: HANNAH'S HOME RESUBMITTAL Chief, Please see attached responses to your DRC comments. Please let me knovv if they are in compliance with y�our cammznts. Thank you! Nilsa � � Ii� - -� , - �, 1 ��_. �'�� ARCADIS U.S., Inc. C,,,'i�esit,ucic.�r��•I/l/�ier L:f7vif��f�rnerri l3ttil€�'ripr�s 2081 VistaPaskway Sulte 305 lhest Palm Beach Niisa Zacarias, AICP – Director Fiorida 334t f Tel 58' 697 7000 Village of Tequesta Department of Community Development Fax561 6977751 www.areadis-us.com 345 Tequesta Drive Teauesta, Florida 33469 INFRASTRUCTURE Subject: Hannah's Home of South Florida Dear Ms. Zacarias: Date: September 12, 2013 Please be advised that the proJect engineer for the above referenced project has addressed our initial comments through submittal of answers to our questions and CoMact: modified drainage calculatians. A review of his responses and calculations has been Robert Lawson, P.E. completed and the following three items remain to be addressed prior to final approval by Council. P �`�' 697-7002 Direct 1. Revised drainage calculations meet Village code. We are awaiting submittal Emall: of revised plans based on the new calculations and provided the final plans rlawson@arcadis-us.com match the calculations, the project's drainage design wil! be acceptable. Our ref: 2. The project engineer is awaiting results from fire flow testing on adjacent RF005106 nydP��i45 �� as8i�rz ihai ihc 2�00 Gr�iJi fre fiow requi��m�nt �vil! b� avail�ble using his submitted design. Florida License Numbets 3. It is our understanding that the project engineer is working with Village staff Engineering 7917 to determine whether domestic water for the facility should be metered using a master meter or by individual building meters. GeoioeY G8564 Please feel free to contact me sh�uld you need any additianal information. s�r�►eying L67062 Since�e�°jr,�� RCADlS .5., Inc. � -`� � _ ,a � _ - —� Rab � Lawson, P.E. ,_� ior Project Mlanager Cc: Tom Jensen Imagine the res�it g:laprojects\wArf proJecLSltequestalhannah's home Itr 9-12-93.do� � Zacarias, Nilsa From: Masoud Atefi [MAtefi@pbcgov.org] Sent: Thursday, September 05, 2013 9:07 AM To: Zacarias, Nilsa Subject: RE: Village 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) still meets the TPS requirements of Palm Beach County. Best Wishes Masoud Atefi msce TPS Administrator—Traffic Engineering. From: Zacarias, Nilsa [mailto:nzacarias@tequesta.org] Sent: Wednesday, September 04, 2013 5:15 PM To: Masoud Atefi Subject: Village of Tequesta-Hannah's Home TPS Good afternoon Masoud, Please see attached TPS approval for 20 beds issued in 2011 regarding Hannahs Home located on County Line Rd in Tequesta. The original traffic analysis was conducted by McMahon (see attached). Recently, the applicant submitted this TPS review although the project has actually 21 beds. The Village's traffic consultant (MTP Group) review trip generation rate (please see attached review) and concluded that the "traffic ir:lpact of the praposed development is insignificant in the adjacent roadway network. Therefore, the project meets the requirement of Palm Beach County Traffic Performance Standards". Please I will appreciate if you can you confirm that the TPS review is applicable to 21 beds, and in �greemient with Palm Beach County standards. If you;ieed to contact me, my cell number is 561-758-2252. T�ank you, Nilsa Nilsa Zacarias, AICP Planning and Zoning Director �Iillage of Tequesta Phone: 561.768.0457 E-mail: nzacarias(a�tequesta.or� www.tequesta.or� _ _�._ _ _--_ .___. _ _ . -_ ._. _ �-- _ _� This email has been scanr.ed for email relateci fhreats and deiiverec� safely by Mirriecast. For more information please visit httq://www.mimecast.com Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released �n response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. 1 MTP Group, Inc, � 8401 Lake Worfh Road, Suite 231 Lake Worth, Florida 33467 � �- i Phone: (569) 795-0678 Telefax: (569) 795-0230 MEMORANDUM To: Nilsa Zacarias, AICP Community Development Director - Village of Tequesta From: Maria M. Tejera, P.E. � Date: August 23, 2013 Subject: Hanna's Home Per your request, we have reviewed the following documents regarding the proposed Hannah's Home: 1. Tra�c Analysis prepared by McMahon Associates dated April 15, 2011; 2. Application for Site Plan Review; and 3. Site Plan dated 3/08/2013. The proposed Hannah's Ho�ne is a redevelopment project which is used to provide room and board for expectant mothers. Currently the project provides room and board for 5 inothers (5 beds). According to the traffic study, at buildout the project will provide a•oom and board for 20 motlrers (2U beds). Tl�is property is located on the south side of County Line Road between Alternate Al A and Riverside Drive, in the Village of Tequesta. Based on the information included in the Site Plan, the following uses were identified: • Building A - 13 beds • Bui(dings B, C, D, and E— duplex with one bed per unit = 8 beds • Care takers residence — 1 dwelling unit • School/Administration — 3 teachers and 3 administrative assistants The traffic study provided by the applicaiit evaluates traffic impact of 20 beds. However, as presented above, the deve(opment consists of 21 beds (as Assisted Living Pacility), 1 siiigle-family dwelling unit, and school/administratioi� facilities. Trip generation of the proposed development as presented in the site plan is included in Table 1 while Table 2 contains the trip generation rates. TABLE 1 Trtp Generation Land Lise Amount ��y AM Peak Flour PM Peak Hour Tratfi� ;To3�i Iri . Oatg Tolal.f; in .'- Out Proposed Assisted Liting Facility 21 56 3 2 1 5 3 2 Single-Family Residential 1 50 4 1 3 7 4 3 Total Proposed 106 7 3 4 12 7 5 Ezistinq Assisted Living Facildy 5 13 1 1 0 1 1 0 Net Traffic 93 6 2 4 11 8 5 Independent Variable: Assisted living Faci6ty - ALF: Beds � Single Famly ResidenUal: D.velBng Units C:\Users\Maria�DocumentsUntp�I Place.rtf Nilsa Zacarias, AICP August ?.i, 2013 Hai�nah's Place Page ? of 2 TABLE2 Trip Generation Rates �y T��y AM i�c Hour �M F�K Hour landUse RECoUe _,. Gen - �:T6tai "h OUf 'TOtal.. .7n -` (h�t �'� . . . . . . _. . ..._ . . . . . _ _ ASSisted Living F3cilty - ALF 254 2.66 0.14 73% 27% D22 52% 48% Single Fantily Resitleniiel 210 t0 0.75 25% 75% ' 63% 37% ' Ln(T� = 0.90 Ln(x) + 0.51 Ratas based on Palm Beech County Trip Generation Rates table dated Seplertt�er 1, 2011 . It nzust be noted that the schoolladnzir�istration facility has beerr assurrzed as accessory to the n�ain use of the prnperty.• provide roon: arid boarcl.f'or expectant mothers_ Traffic irnpact of the proposed development is insignificant in the adjacent roadway network. Therefore, tile project meets the requirements of Pabn Beach County Tr�c Per, forrnarzce Standards. Please address the following comments: • Are outside students expected to attend the facility? • Clarify the use of the "covered drop-off' area. This is usually included in day care facilities to facilitatedrop-offand pick-up. • 1t appears the number of parking spaces provided is in excess of that required by the Village. Can the applicaa�t provide more green space ins#ead of parking? Should you have any questions, please do not hesitate to contact me. �� _ `� �� "� � � � � �.�_" � \ �� ; ~ � T _� =� :�_s�>� fUlay 19 �011 �e��rtmn��t �$' E�a��neeririg � �::a ��Ig` �"'r�� IVis. Catherine �-larding Po. �o;: z�za� Dir�ctar ofi �ommunity Dev�lopm�nt wesc Pztm Beacn, r�i. ss�,�-izz�� Village of Teq�testa tshl> f�a�-�oo0 345 Teques�a Drive I Tequesta i=L 334�� F°>X' (563) b84-ap50 �v�n+�:v.pbe�ov.com �� dl"��9'� ��9@`�k�. �rs�i��t #: �'iO4�s � ��°�'!� ��f��i�� `��AR�� f��.1 � Dear Ms. Ha�ding: �he Palm S�ach Cou�#y �ra�ic [�ivisior; has revie�r✓ed the �raffic �iudy for fHe propt�sed ��r� �e�� zo�"a� �x�an�ior prajQct e�titled �8��s�ah'� hl�a��, pursuant to the Tr�ffiG Per�ormance $��'� °� ��'�'�°�' Sfandards in Article 12 of Yhe Palrn B�acn Coun#y Land Development Gode. The praject CraEr:nas�a�saxecs is surrmarized as follouvs: F{o.rert T. M2rcus, Chair Loca�d�r�: South side of Gounty Line Road, west of Old Dixie Hwy. Sheliey Vana, Vice Cl�air �1A�11�1�3��a��l �lillage of Tequesia PCfV #: 60-42-40-25-00-000-1190. Paulette Burdick Existirsg lJse�: Assisted �iving Facility vu 5 Beds Steven L. Abrams Rle�nr Proposa6: Assisted Living Facility w 20 Beds N�vv �ail�r �'rips: 35 Burt Aaronson (ve� PI-9 Tt'i�So 2 AM atld 5 PM ]ess x. Santamaria ��BBC9 Year Erd 2014 Priscilla A. 'Paylor Based on our review, the Traffic Division has determined that the proposed expansion project meets the Traffic P�rformance Standards of Palm Beach County. No building permits are to be issued by the Village, after the build-out date, specified above. The County traffic concurrency approval is subjeci to the Project Aggregation Rules set forth in thE �Traft;c Perrormance Standares Ordinance. Couatty Administratos If you have any questions regarding this determination, please contact me at 684-4030 or Robert Weisman e me at matefi(u�pbcqov.orq. Sincerely, � � `r , � � � , ,. . . Masoud Atefi - MSCE TPS Administrator, Municipalities - Traffic Engineering Division � MA: sf ec: Natalia Thais Lercari, PE., Mc Mahon Associates, inc. File: General - TPS - Mun - Traffic Study Reviews 'An EqualOppornrnity N:\TRAFFIC\maWdminlApprovals�2011\110419.doc .4ffirmative Action Employer" � orinted on recvcled oaoer ��a �/�� i:3 (` } . � .1 . S U C � !L I E J � I T`� {V _ =i �03 I`+'�es� Pal��i Geach t I_ 33407 p 56i 840-L�650 � f 569-840-8590 �� - - . ..� _ ,._ . _ � � � , �_ � �dw��.mcntf•ans.com PRIt��(�tPA1,S Joseph 4ti�. Mcrdahon, P.L. A�r�l 15, ��1 ,�. ��: �� c. � e.� �Tr�� John S. DePalma ��'liltiam T. Steffens ! :_c>ey A. Moore, P. C. ��:��n�;h[on, P.E., PTOF r�SSOC(A'fE`� �, ��j��,�,�,�,. j��. John J. h1i[chell, P.E. ��hris�opncr-l_ b^-lil(iam<., I'.F 1�/Ir. James �. �ia�ic�±t ti12 �T� C3r�r:�e ,sv��t��, ��:ite �1 Jupiter, FI, 334�� : �a��a�'� �� '�'p�£�is A��;�� I��ci��e �x•�r��t r�1:�, �.�.��r�� D�ar Mr. Haekett: McM�hon Associ�t�s, Inc. �IE✓1cI'r�a��n) has ccm��eted a traffic anatysi5 ror fhe re:�evelo�zr�ent �f � parcel of land iocate� c�n �h� sc�uth side �f Coianty �ine �Zaad �et�veen Rite�r:ati��e �1a �n� �i�-erside D�ive, in tl Village of '�'equ�sta. The Pal�i Beach County Property �ppraiser id�ntifies the site wi�.h parcel control numb�r (I��N} EiQ-?2-��-��-00-Q00-1190. The existing land �ase fo� ihe s�te inc�udes a single-farn�ly h�me, �vhici� i� bei�g used to �resvic�e raom ar�d b�ard �ot expeetant znc�f��ers. The proposed development wili include the relocation of the caretakers' residence, four (4) additional dornlitory residences and a building for educational/trainiilg purposes. Access to the site is currently being provided �ria � cingl� driveway connection to County Line Road. No additional access connection is being proposed. The site location is graphically depicted ir� �a�xrr� 1. The traffic impacts of the proposed de�=elo�ment have been evaluated in accordanc� with Artscle 12 of the Palm Beach County Traffic 1'erformance 5tandards (TT'S). P�ojeet'g'rap �e��ata�aa A�ua�ysas Using trip generation information obtained from Palm Beach County, dated February 2011, trip generation estimates were developed for the existing and proposed land uses. Based on coordination with Masoud Atefi from Palm Beach County Traffic Engineering Division, the most appropriate land use for establishing trip generation for both the existing and proposed developments was determined to be Assisted Living Facility. The trip generation for assisted living facilities is based on the number of available beds. The existing development provides five (5) beds for trip generation purposes. The proposed development will provic�e 2f1 heds. The trip generation analysis, summarized in 'I'able 1, indicates that the proposed development is expected to generate 47 daily trips, three (3) AM peak hour trips, and six (6) PM peak hour total trips. Further, the trips generated by the proposed uses are anticipated to result in a net increase of 35 daily trips, two (2) AM peak hour trips, and five (5) PM peak hour trips, when compared to the trips generated by the existing use for the site. C�;�� i,;'i;_� {I�atJc�uarc-i :: i�vi� �e�i�iiiii ��c�� ` � n�yl��air�a Serving the F.ast �oast fram 1 1 offices throughout New F:ngtand, the Mid l�tlantic and Florida �� f L� 6�� ✓� � �' '� � � �� , � � � , � � � � � � v � o � � i�/�arcir� �o�anty � � .e � � � � �€��f�r �,ir�e T��ad I�alr� �each ��u�1ty SITE Tequesia Dr Fagure i Site Location Map ;, t �� A A�u� t�T Hannah's Home 7'raffic Analysis � 1 �� 11 l�l ,;�,. _ , E i � � , �, : Viilage of Tequesta, FL Daii;.. == -,�,g�. _ .�� ,-.�._ �-�__�t «�s.a,e ��,.,,�.d� �-�m,� � —�i�`-�� _� -�-_ - -- � - ==��_ _�. � �"'" `` �-- �"'_-�� r_ v--�^ � --____ � �_ _� rxisYl�,x> �� rlssisted Living Facuity 254 T= 2.37`'(Xj 5 Beds 50 '% I �0 /0 6 6� 1� 0% 0 0 � 6 12 Sub-Tota3: _�_-�_, �� E 6 1_2��__� !_� 6� Ps�posed Assisted Living Facili[y 254 T= 2.3i*(::i 20 P�eds 50 %! 50 % 24 � 23 47 0% 0 24 2:; 47 �u�=Tota1: ��g �' 2� 23 47 0 2A 23 4' Idef �ieference 18 17 35 28 17 35 Al Yeaic Tiaur -.-�-...��. �..._��-.-�_#.��r.. . _ .�� ; i i .�,.��_._ i � � i , __ ! , ! . .�._T ____ � _ I --- --_ � r -- --- - _.__..._.__-�----- _ _.�-- - !-_�_------__,--- ---- �- --------�-----= �_.�_��_ _! _ -- _-� - - - -- --- --------- - - - -- - - --- --- ---' - - --s Exisri�__ AssistedLivingFacility � 254� T=017*(X) � SB�ds�73%1!�27% � 1� 0� 1 0°io 0 1 0 1 Sub-Total: 1 0 1 0 1 0 1 Proposed fvssisted Living Facility 254 T= G.17*(Xj 20 Beds 73% / 27% 2 1 3 0% 0 2 1 3 Sub-Total: 2 1 3 0 2 1� 3 [tic� 'u`iiic�e��ie 1 1 2 1 1 2 PM Feak Hou� _ _ _. i. ---- - ?- _ i . ! j I ____ _.�' _--`----..._._' r '. .' � ---'-r-.-_'-.__ ------- ---i--�--_---------- ! ._ _--! - ---�.___ � � � -�-- --3---1------- E�stine Assisted Living Pacility � 254 T= 0.29*(X) 5 Beds 52 %/ 4S % 1 0 1 0% 0 1 0 1 Sub-Total: 1 0 1 0 1 0 1 Proposed Assisted Living Facility 254 T= 0.29*(X) 20 Beds 52% / 48% 3 3 6 0% 0 3 3 6 Sub-Total: 3 3 6 0 3 3 6 Net Difference 2 3 5 2 3 5 Notes: (1) - Trip GeneraHon was based on rebruary 2, 2011 Falm Beach County Trip Generation Rntes . F:1FL\11213M_Hannah's Home111213M_OP\Traffic MalysisWnalysis Tables Mr. james G, Hackett Apr3115, 2011 Page 4 Pra�j�c� T�2gs �3i�#t�a�t��imn �al�sas 'I1�e c�is�r�bu�� oft sat�-g�nc�rate�l traffic anto the surrounding r�advU�y �etv�ork v�a� determaned based o� the iand us� and e�s�ir.g travel patterr�s. The resuli�rtg disfribution is illustrat. d on �zgure 2. As shovvn. on �igu�e Z 80 p�rcenfi af project traffic is destined to and fram �h� east aic�ng County Line IZoacl and 20 percent of pr�ject traffic is destined to and from the west alo�g �ounfy Lir�� i:�ad. Radius o� Infflu�nce The proposed develmpment F�,�� have a radius of influence c�f the direct�y access�€� lintc, �ounty Line Rc�ad, based or� th� T`PS req�airements as defsned in Articl� 12 of the Uni�ed Land �ev�loprnent Code. Test O�e � P�t (��a�: Inte��sti�n Analysis No raadway segmen�s `uere d:�termined to be significan� within the radius �� influenr.e. 'T'herefore, r�o intersectian analysis wa� performed. The proposed development �atis.�es Te§t On�, Part One of the Palm Feach �QU�#y TPS. T'est One a P�rt T��: Roadway L°ank� Significance was determined far alI major roadways within the praject radius of influence. For those roadways deter�ined to be significant, link and/or intersection capacity analyses were perforxned. For links where the proje�t #raffic is expected to be five (5) percent or more af the Level of Service (LOS) D roadway link capacity threshold for I-95, and one (1) percent or more of the LOS D roadway link capacity threshold for all other roadways, the project will be considered significant on that link. Table 2 and Talale 3 summarize the significance analysis for the road��ay links within the radius of influence for the AM and PM peak hours, respectively. Results of the analyses indicate that the project trips will not be significant on any roadway segment during AM or PM peak hour conditions. Therefore, the proposed development satisfies Test One, Part Two of the Palm Beach County TT'S. Test Two - Five Xear Analy�is Test Two considers the five-year analysis. Significance was determined for all major roadways within the project radius of influence. For those roadways determined to be significant, link and/or intersection capacity analyses were performed in accordance with Article 12. The LOS standard for Test Two is LOS E. For links where the project traffic will be five (5) percent or more of the LOS E roadway link capacity threshold for I-95 and three (3) percent or more of the LOS E roadway link capacity threshold for all other roadways, the project will be considered significant on that link. Table 4 and Table 5 summarize the significance analysis for AM and PM peak hours, respectively. Results of the analyses indicate that the project trips will not be significant on any road�,vay segment during AM or PM peak hour conditions. Therefore, the proposed development satisfies Test Two of the Palm Beach County TPS. ��3�"� �; r �. `�'= �,�. _ �. � � �� . �, ,� � � � � � � � � � � yQ°a �[�°lo Ma�t� �'ota�t�y ; � � � � � � �o��aiy �.i�1e IZoaci Pal�nn �each Cc�u.�ity �ITE � Tequesta Dr Legend XX% Project Distribution Fagure 2 Project Distribution �� Hannah°s Home Traffic Analysi� , , , � ;,, , Village of Tequesta, FL �'.�� v _' , 'P�'�� , ?��E 7 E$..7A�`Pl�ti','��f''�:g'�fd"\h'�r�sMY,ix. , . �.,.�..�...�._.,�...�.._....,. �u._.,,__—a.._�T,�....,.r. , , �, .. �....-,,.�..�.�._..___.. � ' i I .. . � j : � j i , i ! ' ' � - �� .- '_ . ..'"_"-L'_.'_-'�_"'_'_'__. Y _..._. ' � � '_' "'_' �_.___. . , I __�.._ _._ __ ...� -� _ . i- a ___ - , County Line Road Riverside Drive Project Site Eastbour,d 1L 880 20 % IN 0 � q(e�,�, � __. __._ 4�/estbound iL sso zQ° _ s __ oL�,—��_. � _.� � i\T, ,,-�_ -- , ---_�—_ F.astbound 1L 380 t�Q% 47U'T � �- 0.11`;� No �=-� County Line Road Project Site Old Dixie Highway ,_._. _._ �1 _� _ Y � Westbound iL 880 n0 %- -� j 1 � 0.? 1% IVo F:\FL\11213M_Hannah's Home111213M OP\Traffic Analysis�Analysis Tables ��_a ��.�: ,; s- � R�� saF6"'.s��r ; �r Hr�-:r,- � ,,�,-�- , � � ,�� —.- ' ... ......_.�.�.... ,a.._,....... _,_,..._�...._..�.,._---- ,.��_. '� f ! ; i - - - � -- ---- � � i , �� .. �� , , =..w.�� _`-- ------- �_ _ ...___.: _ ._------__._._.__ -._--- Eastbound 1L 8SQ ''C% "--- - I1V , � Q.UC�io V Nr� �— County Line Road Riverside Drive Project Site Westbound 1L 880 20% � � C)j]T �� 6.11 �� No County Line Road Project Site Old Dixie Highway Eastbound 1L 880 8D% �LTf ?. 0.23 % p No Westbound iL SSO 30% IN 2 0.�3 %�� r,T� � F:1FL111213M_Hannah's Home111213M_OP1Traffic AnalysisWnalysts Tables T.AB iLE -� r � ��, n�- ��v=�._-�-� ,. _,�,. ,. _ _._, � � � � � � .r.,-.�,u.,.�.. _�. s .�, _�,._._..- ._..� � � , ; I ; ' ' ' 1 � � , ' � ' - _.—..— .�- _ _--- ,�,,,,, .. _-�. ____ —=�---==�— --�,.___ :_-,-- __ --_-- _ ---- -- �-- ...:_.—_. � ._._ .�: 1 L�astbound 1L 88Q 20 % IN � 0 O:t�G %�-- ` No County Line Road Rivexside Drive Project Site �__ ��_` �� _� Westbound 1L 880 20 % OUT 0 O.00S � I�r� _� - -r---- --,--- — Eastbound 1L 880 80% OLTT � 1� 0.11`% ' ��o County Line Road Project Site Old Dixie Highway _, ��_�_' Westbound 1L Rfl0 80°a IN � 2 O.;a`% I�Yo F:1FL\11213M_Hannah's Home\11213M_OP\Traffic AnalysisWnalysls Tables �':1BL � = � � p�� n x� y-t�r� . c`�ya� � iblTT � , �- n �� _ : �_— . . �" . P� 1, 3 -� , . . i . . .� „�.,�,,,,,,..M._.:.,..._..._. ...,<..,.s..,°..._.f� -- . .�..,....W_.,r.a. �..,..�.._.....�.��.,_,._ � y � � � I � ' ! � ' — — — I � � _..�---'°'- . -- . _._ � . . .. �� : . , Y � _,...�.: ..,....., ._....._. . . _ .. _, . ,..... ._..r� .=�_�.__�— Eastbourid 1L 88� �D% y IP3 � G § 0 Ci7 / � ;�� County Line Road Riverside Drive I'roject Site �_ � _ _� ^� Westbound 1L 880 20% nU r � i 0. i%, � Aio - - ---- ^�-- __ i_.._.._._—. Eastbound 1L S80 ff�/a * � —_�---------- � Oil'7' 9 2 ^�-- 0.?.3 / { ;�� County Line Road Project Site Olc3 Dixie Highway _ _� _„�, _ ,� , Westbound 1L 880 80% IN �. 0.23 % �,--. ` �� , 1\ o ` F:\FL111213M Hannah's Home\11213M_OP\Traffic Analysis�,4nalysis Tabtes Mz. James G. Hackett April I5, 20i1 Page 1Q �Dri�r��tay 1�rnal�sis Palm Be��ci ��unt� res�uires fhat aIl pealc houx, Ec�rning ms�vern�ant ��r�lur�es, includ�ng pass-�y trips, are �nai :�zed for all lacations �nrY�ere the proje�t traf�ic rrce�ts �he Prc�jec� �c�essed Links ta �let�ra�3ine wh�Ei or not exclusive left or rig�;t-turn lanes ar� requixe� as a result of the proposed deve�opment. �Iannah's F�ame is served by or�e (1) driv��ray cc�nnection along County Line Road. The dravevvay volumes are shown an Fagure 3. Based on the anticipated driveway volumes, no turn lar►es are required at �.he dr�veu.�ay ccnnection. Ther�fare, the �rop�s�d drivew�y m�ets �he requirements o� Pari 300, llrfvezv�ys and Other Tur�rcouts, Pal�n Beaeh Cou�nty �.and I��veloprn�nt Design Standards 1VIanual. �anel��i�� vlcMa�Eon has analyzed the potentiai trafiic impacts ass�ciated wi�h the proposed development of Hannah's Home. T'he existing land use for tl�e sitE in�,l�d�s a single-family home, which is being used ta prc�vide room and board for expectant inotl�ers. Th� p�oposed developrnent will include the relocati�n of the caretakers` residence, four (4) adclitional dormitory residenees and a building for eclucational/trair�ng purposes The analvsis indicates that this project meets all of the test requirements of the Palm Beach County TPS. Review of the driv�way connections also indicates that the proposed expansi�n meets the requirements of Part 300, Driveways and Other Turnouts, Palm Beach County Land Development Design Standard� Manual. � i iV � � �:��:�ty �� a�c� �--� ��1� ��) �� .—.=r��-=._ �-�-.�„�.� _ - . �. �.-.. . . . �. . . . . . . . . ��;;•�:�: :��. ::.:,:: ��:��3:�� .. .. ::.:.:.:.::�:,.�.��.�:�:�:� :��.�.�:�:�:::�:-:=: � . .� � : . �. ��: �: .:::: :: � ::.:::::::::::::�:::.::�::::�..::�:: : :: ::-�:::.:.:.:...:::�:.:.:._.:.:.:.�.: : : ...�......�..... ...�....... �... .-�:... .�.. .��... ..�..::�::.::::.:::: ...�.. ...� ............... ..�....�.......... .:.�...... � ..... .. ...�... ...r ..........::::::: �� .�.. . � :.�:.: .� .:.:.:.:.:.:.:.: ,�5 ' ' " .�. .�. .i�.. .••'� �.� . . , . . .••�•�.�'••'.��•� �'�'��1�,'�, •••'�•�'�•�•••�`,' ` ,�• ' • � ••••••• ' •,••••••• ' ••••••••••••. ' • ' ••• '� •••••••• ' •• � •••••••••••••••••• ' •• � • � • � ••••• I � � W •'y y � � �L�B.�� N � Project Driveway � ��m/ Inbound Distribution �°/ Outbound Distribution (XX) AM Peak Hour Trips [XX] PM Peak Hour Trips F! � LI �'� � Driveway Distribution and Volumes �� Hannah's Home 7'raffic 64nalysis , , Village of Tequesta, FL Mr. James G. Hack�tt Apri115, 2J11 Page 12 Shaulc� �ou l�az�� an� que�t�cns mr eor.r�mmen#s regardir�g the�e ��ir�gs, �l�as� do �ot hesitate to ca11 rt�e. SincPrel�, � �, � Natalia L. McGucki�n, P.E. I'r�ject �anager NLM/'n�v Enciosure F:\FL\11213M_Hannah'sHome\11213M OP\Admin\LtrJH041511.doc / � !� ORDER OF THE VII�LAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR VARIANCE CASE NO.: 5E-1-09 IN RE: Hannah's Home of South Florida, Inc. PROPERTY LOCATION: � 4390 County Line Road, Tequesta, Florida 33469 LEGAL DESCRII'TION: 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 FT& N 50 FT OF E 140 FT COUNTY LINE RD R/V� PARCEL CONTROL NUMBERS: 60-42-40-25-00-000-1190 SPECIAL EXCEPTION REQUESTED: School use in the R-1 Zoning District in accordance with Sec. 78-173(d)(1) of the Village Code of Ordinances. ORDER APPROVING APPLICATION This cause came on to be heard upon the above application and the Tequesta Village Council having considexed the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Tequesta. Village Council� being otherwise duly advised, THEREUPON, THE TEQUESTA VILLAGE COUNCIL FINDS AS FOLLOWS: l. The subject property is located in the R-1 Zoning District in the Village of Tequesta. 2. Tl�e applicant has submitted all documents required by the Village's Code of 4rd`uiances for special exception review. 3. The application and all supporting documentation and presentation materials as reviewe� by �he Village Council at its November 12, 20Q9 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. �iccarcling to Section 78-173 of the Village Code of Ordinances, a school use is . �ermitte�i as a speci�.l exception in the R-1 Zoning District upan approval by the Village Cc�uncil. �� 5. T'he applicants have applied far a special exception to aliow a school use on the Page 1 i% . /;:, ';' . subject property. 6. Under the provisions of the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Special Exception, Case No. 5E-1-09 with reference to the above described property within the Village of Tequesta, Palm Beach County, Florida, to permit the following: School use, in accordance with the special exception application attached hereto as E�.ibit "A" is hereby APPROVED since the Village Council hereby finds that the applicants have met the standaxds set forth in Section 78-363 of the Tequesta Zoning Code for special exception approval. * The term Aapplicant(s)@ as used herein shall include all successors and assigns. * The applicant's= special exception approval shall expire in twelve (12) months unless a building permit has been obtained, preliminary site plan or plat approval has occurred, or ather significant action to satisfy the requirements of this approval have occurred in accordance with � 70��Vl. . DONE .AND ORDERED THIS 12 DAY OF NOVEMBER, 2009. MAYOR PAT WA.TKINS, VILLAGE OF TEQiJESTA LORI McWILLIAMS, CMC VILLAGE CLERK Y��does\Tequesta\Orders�2009 OederalSE 1-09 Page 2 � ` � � VILLAGE OF TEQUESTA Ck. # v � Department of Community Development Rec. # 345 Tequesta Drive Date: � � Tequesta, FL 33469 "� ' Phone:561.768.0450 Fax: 561.768.0698 APPLICATION FOR SITE PLAN REVIEW '.- DRC � � , PLANNING & ZONING BOARD .� =� � ,. � VILLAGE COUNCIL . , : ; V PROJECT # �� d 7 - / PROJECT NAME: H��'s Home PROJECT ADDRESS 4390 County Line Road Estimated Project Cost: 7�8 �on Applicant Name James G. Hackett - H&L Planning and Development Inc. Applicant's Address 612 N. Orange Ave. Suite 14A, Jupiter, FL 33458 Applicant's Phone No.: 561.222.9284 Fax No.: 561.348.9497 E-mail Address: � a`1'e�@hlpl�ing.net Provide written approval from the property owner, if other than the applicant. Progerty Owner's Name Hannah's Home of South Florida, Inc. Property Owner's Address 4390 County Line Road, Tequesta, FL 33469 Property Owner's Phone No.: 561.277.9823 Fax No.: E-mail Address: DESCRIPTION OF WORK: See attached Statement of Use All construction, additions, and/or al�erations of commercial buildings rnust be approved by the Planning & Zoning Board. The Planning & Zoning Board meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council Charnbers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. Due to administrative review, the meeting date the applicant is scheduled to attend, may not be the closest meeting to when the application is submitted. The Planning & Zoning Board is an Advisory Board only. After review and recommendation by the Planning & Zoning Board, applications will be heard at the next available Council Meeting of the Village of Tequesta, for final approval. After approval by the Village Council, a building permit can be issued by the Building Department. 1 I ' A. STATEMENT OF OWNERSHIP: Please see attached Please see attached B. STATEMENT OF INTENDED USE: C. STATEMENT OF CQMPLIANCE WITH COMP PLAN & CONCURRENCY REQUIREMENTS: Please see attached D. STATEMENTS OF PRELIMINARY REVIEW BY OTHER AGENCIES: I'lease see attached E. GENERAL LOCATION MAP: Please see attached F. SURVEY Please see attached G. ENVIRONMENTAL IMPACT ANALYSISISTUDY: N/A H. TREE SURVEY: N/A I: SITE PLAN: 1. ARCHITECT-ENGINEER-SURVEYOR-PLANNER-DEVELOPER: Please see attached 2. DETAILED DESCRIPTION: (a) BOUNDARIES & TOPOGRAPHY: P lease see attached (b) EXISTING STREETS: Please see attached (c) ADJACENT BUILDING &/OR STRUCTURES: �' lease see attached (d) ACCESS (INGRESS & EGRESS): Please see attached (e) TRAFFTC IMPACT STATEMENT: Pl se att ached (fl TOTAL PAVING WITHIN PARKING AREAS (SO. FT. &%): I'lease see attached (g) OFF STREET PARKINGILOADING AREAS: Please see attached (h) TABULATION OF PARKING/I.OADING SPACES: Please see attached (i) RECREATION FACILITIES & LOCATION: Please see attached (J) SCREENS & BUFFERS: Please see attached (k) REFUSE COLLECTION AREAS: Please see attached (I) AVAILABILITY OF UTILITIES: POWER WATER SEWER TELEPHONE CABLE TV FIRE HYDRANTS (m) PROPOSED UTILITY EASEMENTS OR GRANTS: (n) PROPOSED RIGHTS-OF-WAY: 2 , Please see attached ' 3. GROSS ACREAGE / ACRES & SQ. FT.: (a} TOTAL OPEN SPACE (SQ. FT. & %): (b) TOTAL LOT COVERAGE (STRUCTURES) {SQ. FT. & %): (c) TOTAL LOT COVERAGE (IMPERVIOUS SURFACE: ALL PAVING, Vt�ALKWAYS, PATIOS, DECKS, ETC.) (SQ. FT. &%): (d) LOT COVERAGE (GREEN AREAS ) (SQ. FT. & %) l. WITHIN ALL PAVING AREAS: 2. REMAINDER ALL AREAS: 3. TOTAL LOT COVERAGE: (e) LJNITS PER ACRE: (� TOTAL SQ. FT. AREA ALL BUII.DINGS, ALL FLOORS: J. PROPERTY & LANDSCAPE MAINTENANCE PROVISIONS (AGREEMENTS / SURVNABILITY BONDS): Please see attached K. PRELIMINARY PLANS AS FOLLOWS: 1. STORM DRAINAGE: �' lease see attached 2. SEWER LAYOUT: �' lease see attached 3. WATER DISTRIBUTION & SYSTEM LAYOUT (INCLUDING BACKFLOW PREVENTER LOCATIONS): Please see attached 4. UNDERGROUND ELECTRIC LAYOUT (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: Please see attached N. SIGNS (PROPOSED NUMBBR, TYFE, SIZE & LOCATIONS}: Please see attached O. PROPOSED TOPOGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE, DRAINAGE PATTERNS, NATURAL VEGETATION, ACCESSIBILITY, RETAINING WALLS, BERMS, PRNACY WALLS AND/OR FENCES): Please see attached 3 ' P. FLOODPLAIN MANAGEMENT CONSIDERATIONS: 1. ZONE DESIGNATION: 2. BASE FLOOD ELEVATION: 3. 3. PROPOSED FINISH FLOOR ELEVATION: 4. COASTAL HIGH HAZARD DESIGN CONSIDERATIONS: Q. DEVELOPMENT STAGES (PHASES}: R. LEVEL OF SERVICES [SEE CODE SEG 78-331(h)J 1. TRAFFIC (ROADS AND RIGHTS-OF-WAY): 2. SANITARY SEWER: 3. DRAINAGE: 4. POTABLE WATER: 5. RECREATION: Permits and/or level of service documentation from all applicable agencies. Include a copy of the letter/document with your appdication. �Ipply apage number to the detter and indicate thepage number in the spotprovided below. 1) Viliage of Tequesta Utilities Deparhnent 2) Village of Tequesta Engineer 3) Loxahatchee River Environmental Control District (ENCON) 4) Palm Beach County Solid Waste Autharity 5) Palm Beach county Depariment of Environmental Resources Management (DERM) 6) Palm Beach County Health Department 7) Palm Beach Traffic Engineering Department 8) Palm Beach County School Board (Letter of Determination for School Concurrency) 9) Waste Management (Nichois Sanitation) 10) South Florida Water Management District (SFWMD) 11) Florida Power & Light 12) Flarida Department of Transportation 13) Florida Depariment of Environmental Protection I4) Comcast Cable Company 15) AT&T Communications 16) Others as may be applicable. 4 "fl�e applicant ��ill submit to the Village of �I'equesta Department� of Community Development with t:he following documents for Planning &%oning Board ceview, fo�•ty--feve (�a) ci�iy� prior to the meeting date: I) For new conskruction or adclitions, F'ifteeia (1�) sets o't� pi�ofessionally prepared site plans showing all existing and proposecl struetures, setbael<s, pa�•Icin; and loading layout, ingress anci egress, sidew�lks and walf:ways, elterior li�llting Izyout, dimensio�is of street fi•ontages and p�•opei�ty lines ancl all sigilage. 2) I"iffeen (l�) �ets of Landseaping Plans in accord�ince tivith Villagc of �l'equesta Code of Orciina�ices, Division IV, Landscaping. 3) Fiftee» (1�) sets of multi-�dimensional color renclerings and/or photographs are to be provided. The Planniilg & Zonin� Boa�•d needs to see an exacl rendering of wl�at is to be pl�ced on th� site. Color phorographs or prints Zs close to the �atual colors to be used inust be supplied. Since color printers ofte❑ do not display the cor�•ect color, it is recommended that samples af the paint chips, as well �s 1 sample of the support materials (i.e., canvas, wood, metal, ete.) l�e provided. �l�) Oe�e (1) set of Pi�i�s I lxl % size and Oue (1) dislc. 5) Any othee docun�ents that may help clarif�y the position of the applicant. 9 .n ' g •,..� G. d w / t -. b �- �. `-� -. �..-= . " '� APPL,� � T NAME (PRI ---� -- d.. =�' � APPL� N 'S SICrNf1T E ' �' Ce �� DA"i'E I�1�"I'�> �li r�pider�n�s, �noclel�, ci�°�v��n�s, photo�, etc., ��bma�ted �o �he �all��e �vA11 b�coane tla� �ry;•��r�P;-4 yi n�' 48�� a7.11 41'f 'i'� j:3.n.�¢i . ___ _ _-- _ _ _ _ _ ___ _ II Ii Acidif:i�nal cos�se (� To eovFi� 111 additioilal aci�nii�istra�tive costs, actual or antici�ated, incluciing, but not limited to, engi��eer�ing fees, consulta��t � �ees �u�d speci�l studies, tl�e applicant shall com�ensate the village for ali such costs peior� to the processing of the application or i�ot later than thirty (30) ciays xfCe�� final a}�plication approval whicliever is determined as lppropriate by the � � ----.� villa;e. �9� F � '`'� / � .`-� —_�; � . -=-- o � P :.,�� . - � .= - r � --=— Sign" �u to Acla�owledge ----�- ' �� I , :-- _. — -_,: , - . _ .-_, ,.. -- . . _ ; ----- -- -__� � � 5 r 4 � �T` . ■ Planning & Development. Q �r� '� R+ A 3F'i � 1 x ,<� t � � �,A�C i+ �1 i $?..:FL n - � °' �� ;_ .�,� _ r Hannah's Horne of South Florida Site Plan Review Application Village of Tequesta Response Letter August 30, 2013 Updated Septernber 9, 2013 1. Clarifv master plan timeline phases including buildings and site impro�Tements. Response: Due to the nature of the project, determining phasing is difficult. The applicant is proposing to build the additions to the existing facility first. Phase I was the renovations to the existing structure. Phase II will be the proposed addition. Phase III, which is difficult to determine will be the remaining site. Phase I — Existing structure (Cornpleted) Phase II will include: • Dorm 1lddition — 1,456 sf. • Nursery Addition — 976 sf. • tlssociated parking (see site plan) • Phase II addition will match the e�sting architectural snTle of the e�sting sttucture as well as paint colo�. PhasP TTT (�� l� P (�PtPYfYl�lflPl�� c�c7�� in��µ�� • 1-Story Dorins • 2-Stoiy Dorm • Chapel • Site Amenities • Associated parking, uicluding roundabout, tree islands, etc. (see site plan) • Perimeter and Interioi Landscaping 2. Provide height information on "proposed (a) 2-Story Dormitoi-��. Response: 3. Compl�� with Paiking Lot Dimension Table-Section 78-706. Response: The site plan and associated plans have been updated. As mentioned in the meeting on August 21, �ve would like to reserve the right to revise the plan to go back to the 25' drive aisles, not the 28'. We feel that green space is more important than additional unneeded pavement. Please see revised plans. 612 N. Orange Ave. Suite A14.Jupiter, Florida 33458.phone (561)222-9284•fax (561)348-9491 . � � 4. Provide statement with total numbeY of students, children and staff at phase I and at build out. Response: Phase II will have 8 woman with a child. There will be 2-3 staff members during 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 village council meeting on Oct. 10, 2013. 5. Clarify why a loading space is not necessarp in tlus facility. Response: Pursuant to Section 78-696, loading spaces are required if the site is occupied by commercial uses or other uses similarly requiring the receipt or distribution by vehicles of materials or merchandise. Hannah's home does not distribute or receive materials or merchandise. This is a private facility that has no commercial uses associated with this. Therefore, there is no need for a loading space. 6. PYOVide 6' sidewalk toward County Line Road Response: Please see revised site plan wluch indicates the required sidewalk along County Line Road. 7. Provide color chips and sample material board for each building including phase one addition. Response: Please find attached with this resubmittal the requested color chips and material board. 8. Parking calculation: Response: Please see attached site plan for revised parking calculations. Landscaping Review 1. Revise the e�sting tree and palm chaYt to reflect 4 carrotwood trees to be removed (as noted on the plan) Response: Please see revised landscape plans which show the revised tree and palm chart. 2. An e�sting Oak tree has been noted to be removed. Can this be root pruned and relocated on site? Response: I don't know 3. Revise the plan hex (17) to (QV/17) on the west propertp line. Response: Please see revised landscape plans for QV/17 4. Note and dimension the perimeter landscape buffers on the plan. Response: Please see revised landscape plans for dimensions. 5. Note safe site triangles on plan Response: Please see revised landscape plans for safe site triangles. � Traffic Review 1. Revise the existing ttee and palm chart to reflect 4 carrotwood trees to be removed (as noted on the plan) Response: Please see revised landscape plans which show the revised tree and palrn chart. 2. An e�sting Oak tree has been noted to be removed. Can this be root pruned and relocated on site? Response: I don't know 3. Revise the plan hex (1� to (QV/17) on the west property line. Response: Please see revised landscape plans for QV/17 4. Note and dimension the perimeter landscape buffexs on the plan. Response: Please see revised landscape plans for dimensions. 5. Note safe site triangles on plan Response: Please see revised landscape plans for safe site triangles. Public Works Review 1. PYOVide Storm Water Prevention 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 dxainage calculations. Response: Please find attached with this resubmittal a copy of drainage statement and supporting drainage calculations. 3. Need hydraulic calculations on how the current water 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 any easement ove� the water mains/meters for villa,ge access/maintenance Response: Please see revised civil plans with easement locations. 6. Check fixe hydrant spacing, Fire Chief requested on every 300 LF Response: Please see revised civil plans with relocated fire hydrants Fire Safety Review 1. In accordance with N.F.P�. #1-18.2.3.2.1 — Access Roads Response: All new buildings, including the two story dorm will have sprinklers. , `. , d 2. The entrance gates shall be electronic and in case of a power outage, the gates should have fail-safe to the open or unlocked posirion. Response: The applicant is proposing to have an electronic gate with fail-safe devise in case of a power outage. The gate will have a"knox" electric override key switch, 3500 Series, for emergency override and will be installed 5' above the finished pavement 3. Water supply for the project axe requited 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 more than 300' from the fiirthest portion of the most Yemote building. Response: The civil plans have been revised to show no more than 300' distance from hydrants and from buildings. Please see civil plans. 5. Fire alarm shall be provided in accordance with NFPA 72 Response: Fire alarms will be provide which meet the requirements of NFPA 72 6. Approved knox key access boxes will be required for each building as well as the gate by pass. Response: Approved knox key access boxes will be provide as required. Traffic Review 1. AYe outside students e�ected to attend the facility? Response: There will never be outside students attending this facility. 2. Clarify the use of the covered dxop off atea. Response: This is an existing area that is used for weather protection when people arrive at the facility. There are no proposed modifications to tlus area. 3. Is appea,rs the number of parking spaces provided is in excess of that required by the village. Response: Parking spaces have been revised to delete a space and add green space. Please see revised site plan. <:�-�_. ��'�::��. ■ Planning & Development. e � �.. _._ _._ � 0 � �F�� :�: ��r Hannah's Home of South Florida Site Plan Approval Application Village of Tequesta, Florida May 3, 2011 Revised August 30, 2013 Introduction Hannah's Home of South rlorida, Inc. ("Hannah's Home") is an e�isting matetnity home in the ti illage of 'Tequesta. Its mission is to provide a safe and lovirlg environment for sir�gle pregnant young women where they can develop life skills and contir2ue their education in a Chrlstian atmosphere. Hannah's Home has its roots in Ohio where founder Carol Beresford began a facility� in 2002 to help young ladies who found themselves pregnant and �vithout hope. Carol's experience in Ohio has helped focus the mission on the c�itical need. That is, to accomplish sustainable change with these young women, a change in lifestyle is needed after the birth of dieir babies, and for that to become a reality the5� would need more help than merely assisting with their pregnanc��. Accoidingl��, the mission of Hannah's Home is expanded to include training in life skills and formal educarion. In the fall of 2002, Mfs. Beresford moved to South Florida and continued her vision of assisting pregnant, unwed young women. There are many excellent organizations that provide many of these needs. However, there is no place in thls area where pregnant young women can come to stay, have privacy, learn a proper peispective on life, feel safe, and continue their education. Hannah's Hoine will pro�Tide the resources necessaiy foi the young women to have a safe, secure, loving environment in which to thrive. In 2003, Hannah's Home of South Tlorida was incoiporated and qualified with the IRS as a charity under Section 501(c)(3). The goal has been, and continues to be, operating a local facility built around a two-yeai residential program of assistance, counseling and future career planning. One of the major areas in which Hannah's Home seeks to have an impact is the area of "hopelessness" most young women have when confronted with the prospect of bringing a baby into this world — many times alone. What an o�Tettivhelming situation — not only foi the young woman, but for hei baby, her family, the father of the baby, his family, close fiiends. This situation has a "ripple effect" that can destroy relationships and lives if not dealt with properly. God has ��tated, `2 ' ,�nozv the �lan.r I bc�ve for yori, plarz.r to pro.rper• yoz> and yzot to harm you, plan3� to give you hope and �r fut7tre. " Hannah's Home vf South Floiida is cominitted to giving "hope for the future." In 2009, a three-acre piece of property located at 4390 S. County Line Road, Tequesta, Florida, was purchased. Since this purchase, the inteiior of the builcling has undergone a inajor renovation. 612 N. Orange Ave. Suite A14.Jupiter, Florida 33458•phone (561)222-9284.fax (561)277-2502 . There is a new and larger kitchen, new flooring, new plumbing f�tures, furniture and decorating have all be donated thtough in-kind trade services and donations. Many volunteers ftom Tequesta and the larger community have donated their time, talent and services to ready Hannah's Home fox ope�ations. Our doors were opened to the first residents in January, 2011 and we now have four full-time residents in our program which consists of a two-year con�unitment for the young women. Not only is food and shelter provided but our residents are recipients of dental and medical care, counseling, future career plamiing, as well as continuing education. Hannah's Home has been licensed as a Florida ViYtual School where the young women can continue and complete their high school education or receive their GED. Hannah's Home ofSouth Florida provides: • a secure home with a Christian atmosphere. • option counseling (whether to parent or release her baby for adoption). • an opportunity to continue her education. • help to make responsible decisions for the future of her and her child. • counseling with Christian perspective. • birth preparation and parenting classes. The young women will be allowed to stay at Hannah's Home of South Florida at no cost. Each one will be considered on an individual basis regardless of race, color, religion, or economic status. We will be funded by individuals, organizations, businesses, community groups, and churches who have a heart for this ininistry. Those seeki�g admission must be: • willing to complete an application for admission and have a personal interview. • single pregnant and in need of housing. • willing to cooperate • willing to follow the guidelines of the program. • willing to work on personal issues. The last phase of out three-phase program is to see our young women leave being able to support themselves and their young children. Our future goal is to expand the building program and provide multi-housing units and cottages to provide living space for young women with their newborns and eventually include one child less than two years of age (in addition to the child in utero). The curxent program is limited as we only have one building to work with. The additional buildings anticipated by this site plan request will allow Hannah's Home to accomplish the full program. Historv 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 states: � � The applicant'.c special exception approval .rhall e.xpire in Tavelve (�2) months unless a building permit ha.r been obtained, preliminary .rite plan or plat approval ha.r occurred, or other sign�cant action,r to sati.r�y the reguirements of this approval have occurred in accordance avith 78-367. In October 2010, the applicant submitted a 6 month time extension request to the Village Council to allow additional time to develop an oveYall "plan" for the subject site. The Village Council granted the extension request to May 12, 2011. Since then, Hannah's Home has had several milestone accomplishments which constitute significant actions to sarisfy the above referenced condirion of approval. First, Hannah's Home has received all of their State of Florida's licenses to operate undex the rules and regulations as a 501C(3) company. Hannah's Home has officially opened their doors to the young pregnant woman and currendy provides its program to four (4) young ladies. On December 18, 2010 Hannah's Home had their official grand opening and p�ovided the Mayor of Tequesta, Pat Watkins an official key to the facility. Second, Hannah's Home is accredited through The Florida Association of Christian Child Caring Agencies (FACCCA). This is an accrediting authority in the state of Florida for children's homes operating under Florida Sta.tute �409.176. Hannah's Home is requited to comply with the standards mandated by FACCCA and by Florida Statute �409.176. Third, Hannah's Home is also licensed as a school with the Florida Department of Education. Architectural Theme The proposed architectural theme that has been developed for the proposed bui]dings at Hannah's Home in Tequesta, Florida is based on historic p�ecedents from this xegion. Clapboard siding with flatboard trim, deep porch elements, timber eave accents with standing seam metal roof begin to set the visual base. The pastel colors in shades of light yellow, blue, sage green and dusty rose were used quiet frequently with trim accents of white. Shutters at the windows will be used as decoration and scale. The roof will be a combination of shed profiles with gable accents. Lush landscaping will be used to offer scale, coloY and privacy for the residents. The dormitory building is a two story structure while the residences are single story. Site Pla,n & Landscape Plans A Site Plan and Landscape Plan have been provided with this applicarion. Due to the nature of the facility and the close pro�mity to residential properties, the site has been designed to pxovide both functionality and privacy. The larger structures have been designed and located to mitigate any potential impacts to the surrounding uses and were designed with similar architecture themes. Lush, native landscaping shall be provided around the entite property as well integrated throughout the site. The phasin og f the �xoject is as followed: Phase I — E�cisting structure ,�Com�leted� Phase II will include: • Dormitory Addition —1,456 sf. w , ' A • Nursery Addition — 976 sf. • Associated barking�see site �lan� Phase III �to be determined) will include: • 1-Sto� Dorms • 2-Stor� Dorm � Cha el • Site Amenities • Associated �arking, including roundabout, tree islands, etc. (see site �lan� • Perimeter and Interior Landsca�ing Phase III construction has not been determined at this time. Construction will be based on fundin and necessit,�. Se�a.rate building �ermits will be submitted as �art of Phase III on a needed basis. Loading Dernand Hannah's home does not �rovide the recei�t or distribution bv vehicle of materials or merchandise, there£ore the site has not �YOVided a loacling s�ace. Pursuant to Secrion 78-696 of the Village Code of Ordinances, the a��licant is not rec�uixed to �rovide a loading s�ace of 12'x55'. Traffic Statement Concurxency equivalency has been requested and a�evised Traffic Impact Statement has been prepared by McMahon Associates, Inc. and submitted with this application. 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 has provided a drainage and water management statement as part of this application. Conclusion The Applicant is requesting site plan approval from the Village of Tequesta. to allow the Hannah's Home campus. Hannah's Home provided a valuable service to women who are in need of a safe place to go and be supported during their pregnancy. Hannah's Home is a respected member of the community and receives great support from the area. In fact, Hannah's Home success is based on the support from the community and coinmitment by the Village of Tequesta. On behalf of the Applicant, H&L Planning and Development Consulta,nts request approval of the Site Plan AppYOVal request. We look forward to woYking with Staff to bring this application before the Planning and Zoning Board, as well as the Village Council for final approval as quickly as possible. We are available to answer any questions Staff might have and/or provide necessary information to supplement the information provided in the submittal. Please do not hesitate to contact James Hackett of H&L Consultants should you require addirional information. . � . � , �; �� _ ; N � o;ur �ti + r��1"s.lJ� a�� =.]�`� ��' I3 � ( C7; � )j (� t ��.� (, � ��'`S « I . � : r ,,,� � � 1R Jf. T L��C��f�f1Li�J l.��L� E�t�-�`� ��E��>.�1.�l� L.�ll��'�[� L��; ,�� 1 .� � �'�: '��O V1later R�damation ( Environrnental Educatian' River Restoration �w r �'�� \� �� o, 2500 lupiter Park Drive, Jupiter, Florida 33458 8964 �`\�� ,� �' ;; l�elephone (5C1) 747-57d0 eFa;; {561j ?47-997_9 � ww��J.loxanatct��eriu�_r.urg ti�� ; 'i��, ` �y "�>� � -�T��.. D. Afbrel� Arrington, Pti.D., Exec�tive Director -�� ' �t�ty i�, zoi3 �a�e� �. H�C��n Hc�L I'lanning & I�eveloprr�ent 6�I2 N_ i�range Ar�e_, Suit� A14 Jupiter, &�lorida 33458 R e: H�IV1i�AH' S I-IC3U�E 4390 C'ounty L,ine I�oad, 'I'equesta, Floricia II:�ear� Mr. Hackef.t: This letter is 7�rovi�ed in response to y3izr recent request concerning sanitary sewer service availability for the subject project. Piease l�e advised that, as of this date, sanit�z�y sewez service cara be made availabie to the subject p� u�on the joint execution ol a Stanc�iaz �evelapez� Agreez�aexzt arzd t�ze paymerit of cez costs in accorciance with tt�e T3istz Rules. �o�ies of the Sta.nda.rci I.levelo�er 1�greernent and �haptei 31-10 ax�e available far yc�ur r C�nsistent with i�istriei policy, t11� Develnper wiil l�e respoxlsible for all costs assaeia.ted with caimectiilg to the existin� wastewater systelri of tl�e L�istrict. Should you reqtiire additional infornlation on this matter, please contact me. Sincerely, /—) - � �. . --- �.�� e��C � Clintan K. Yerke I�ept�ty E;cect►t'�Directot� l�:idevlpi ujlHatn�ahs Ho�ne�AvaillU.doc G:��don Aii. i3aggic �tephcn B. Roctcnff Dr. Maif �i. R�stock I�arvev i� �. �il��erri3an 7az7�es TJ. �r��-cier �3c��ard Nfember Baard Memhcr t�l�air�nan f3ns�rct Men�bei Board iVtember x ► �� Florida Power & Light Company �f��: ��:� . � �PL July 23, 2013 James G. Hackekt H&L Planning and Development Consultants 612 N Orange Ave Suite A14 Jupiter, F'L 33458 Re: Hannah's Hame of South Fiorida I ! I i 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 will be furnished in accordance �vith applicable rates, rules and regulations. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary j engineering can begin. � Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service I when required. 1 i Sincerely, ' ,;, •�: 1� -- 1 ,`��_ . Mike Fetto I Associate Engineer � ( � � i � I I i � i � I i � an FPL Group Company I I a . ° ` , . � ... �z��F��; �t�i��t��ie ��i�ita�:�:�ii�y, ,��i�. .. . . � ;��?r3� F3��9t3�'�'1t��>3� ��€ .�Iajf1 n€�C.� i��@;��=''�'s �tti��t� � eiji'wd! a�'4 .�� ';; April 15, 2013 Village of Tequesta Planning and Zoning Department 345 Tequesta Drive Tequesta, FL 33469 Re: Drainage Statement for Hannah's Home 4390 County Line Road Tequesta, Florida 33469 SEC 25, TWP 40S, RGE 42E PCN 60-42-40-25-00-000-1190 MGEI Project No. 121215 This drainage statement is prepared for the Hannah's Home project located at 4390 County Line Road, Tequesta, Florida 33469, which consists of approximately 2.91 acres of Residential property comprised of an existing 4,118 square feet residence, which shall remain to be utilized in conjunction with the proposed property use as an adult congregate living facility with appurtenant offices and chapel. The proposed site will be developed in accordance with the proposed site plan prepared by H&L Consultants. Onsite drainage for this project shall be provided with a combination of onsite dry retention swales, interconnected culvert pipes and drainage inlets that will provide sufficient storage for the calculated water quality runoff volume and adequate level of service as established by the Village of Tequesta and the South Florida Water Management District. The following design storms will be used to establish the minimum level of protection for the corresponding secondary and tertiary drainage system component: Commereial Parking Lot: 3-Year, 1 stc�rm Perimeter Grading: 25-year, 1-day storm (41.6 CSM) Finished Floor: 100-year, 3-day (no discharge) Positive outfall drainage capability currently exists via overland flow to the existing roadside swale of County Line Road and the surface water management system shall be designed to continue to function in the same historic manner. The property owner recognizes that any development of the existing property must be in accordance with applicable regulatory requirements in place at the time of submission including but not limited to, the Village of Tequesta, the SFWMD, EPA-NPDES and Palm Beach County. Mike GUinaugr� �r��,i�Fe�ring, Inc. �- � �� --.,� �/�- � ✓�� - - Mier�ut�i I�. in f�, PE Date Florida F��uistr�ti��-r, N�. 56042 _ ___ _ _ _ __. _ _ __ Phone: 561.248.5577 • Email: mikeg uinau gh@ betlsou t h.net 607_1 180 Avenue North � Loxahetchee 0 FL 3347(� S'i�te or` Fleride �: �;ertificate oi i�uihorizeCion s`�`2857� E . r• ��ike �uinaugh �ngineering, �nc. Civil Engineering Design and Project Management Services HANNAH'S HOME 4390 COU NTY LI N E ROAD TEQUESTA, FL 33469 SURFACE WATER MANAGEMENT CALCULATIONS September 4, 2013 MIKE GJil�JAl.�GH E��G!N�ER!NG, INC. `�� ;�--'!�� *f�� d"� . �� ' _ —�� Micha�i �. Gui►��ug� �F Date Florida Re�ist u�Cion I�lo. 56042 , 6021 180'� Ave North, Loxahatchee, FL 33�!i:' Phone: 561.248.5577 - Email: mikPguinaugh@beli 1=lorid i C_.tt;iictjc o;�tluthorizati<�n \o '4'S,'', `;i�IPK� �7UI�I�UGH �f�GIRiEEF�I��lt�, INC. �. .':� �, .. k � . .. � < < .- �,. /_I.It q. l .� � �, ,��.. "..:'� ,� , �,I``.'$ . _,i,�. I�r�*.e-', Pro;e�tName: HANNAH'S HOME Date: 4/28/2013 Project Number: 121215 Sec/Twp/Rge: S25/T40/R42 1. Given A. Acreage: 1. Total 2.91 2. Impervious a. Buildings (roof) 0.74 b. Pavement 0.61 3. Lakes 0.00 4. Pervious 1.56 B. Proposed Minimum Elevations: 1. Roads and Parking = 8.60 CONTROL = 3.00 NGVD 2. Floors = 10.21 (EXISTING) C. Design Storm Allowable Discharge: 1. Basin Jonathan Dickinson 2. SFMWD Formula 41.6 csm = 0.19 cfs Ailowable Discharge = 0.19 cfs D. 1/Vater Level Elevations: 1. Wet Season Water Table 3.00 NGVD 2. Receiving body water level will not affect discharge rates (Note: Proposed minimum parking grade {8.60 NGVD} is more than 2 ft. minimum above wet season water table or control elevation of 3.0 NGVD. E. Rainfall Amounts: 1. Parking 3 YR-24 HR" 5.5 inches 2. Perimeter Design (25 year-1 day) 10 inches 3. Floors (100 year - 3 day) 16 inches i � :,�iiKE �7UIN�IUGH �NGIN�EkIIVG, ING. _, �.. :`��rl ��,��„ � � � _3> � ).��i. .i�` z � �: � �i �.-�`.�, f I^.ii� i a _.>,� . „� _'.�� I1. Design Criteria A. Quality: 1. Since this is a dry retention system whichever of the greater of a)or b) shall govern a. The first inch of runoff over the entire site , or b. The amount of 2.5 inches times the percentage of impervious area 2. The site will provide 100% dry retention and is thereby eligible for a 50% reduction in volume B. Quantity: 1. The allowable peak discharge is 0.19 2. Floors are no lowerthan 10.21 NGVD 3. Roads and Parking are desired to be no lower than 8.60 NGVD III. Computations A. Quality: 1. Compute first inch of runoff from the developed project = 1 in. x 2.91 ac. X 1/12 = 0.24 ac-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 pervious/impervious calculations onlv = Total Project area - (Lake + Roof) = 2.91 - 0.74 = 2.17 acre b. Impervious Area for water quality pervious/impervious calculations onlv _ (Site Area for water quality pervious/impervious) - Pervious = 2.17 - 1.56 = 0.61 acre 0.61 acre of impervious area for water quality pervious/impervious c. Percentage of Impervious for water quality: _ (Impervious Area for water quality/Site Area for water quality) x 100% = 0.61 / 2.17 X 100% = 28% impervious t• • '�IIIKE �7UIN�l1GH �IVC�INEE�iN(�, �NC. ��' ..,� , . ,>, �,C' � , '��i � � ., ��`,�� ;�, , ,` , d. For 2.5 inches times the percentage impervious: = 2.5 in X 0.28 = 0.70 inches to be treated e. Compute volume required for water quality detention = inches to be treated x(total site - lakes) = 0.70 X 2.91 - 0.00 X 1112 in. = 0.17 ac-ft required detention storage 3. The greater of the first inch or 2.5" times the percentage impervious controls 0.24 > 0.17 Since the first inch of runoff = 0.24 ac-ft is greater than 2.5" times the the percentage impervious, the first inch of runoff controls. 4. Because the system is 100% dry Retention a 50% reduction in detention 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 project. Consequently 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 NGVD. 3. The average depth to water table will be: = average site grade elevation - average water table elevation = 7.11 - 3.00 Depth to Water Table = 4.11 ft 4. From the soil storage table usign Depressional Storage and assuming 25% compaction with 4.0 ft to the water table, up to 8.18 inches of moisture can be stored in the soil under the pervious 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 pervious areas 6. Convert available soil storage to site-wide moisture storage, S S= available soil storage onsite/site area = 1.06 / 2.91 X12in/1ft = 4.39 inches of site-wide moisture storage, S . v�� `i��IKE �.7tJiNAU�H �NC�ICV��K(NU, �NC. CTVIL ENGINEERING DFSiGN AND PROJECT MANAGEMENT SERViCES 7. SCS Curve Number, CN CN = 1000/(S + 10) = 1000 / 4.39 + 10 = 70 SCS Curve Number C. Project SurFace Storage 1. Assumptions a. 0.057 Acres 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 Acres of Green Open space stores linear from elevation 7.0 to 10.2 NGVD 2. Stage-Storage Computations are shown on the attached flood routing calculations. D. Control Structure 1. Values of stage vs. discharge are shown on the attached flood routing calculations. IV. Confirm Storm Stages and Discharge Volume A. Minimum Building Floor E�evation 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 proposed finished floor elevation is 10.25 NGVD, the criteria is met The minimum floor elevation is acceptable. B. Minium Parking Lot Elevation 1. The minimum parking lot elevatian must be above the 3 year - 1 hr rainfall event. Site design uses a 3 YR- 24 HR event, which results in a peak stage of 7.40 NGVD Since the minimum proposed parking lot elevation is 8.60 NGVD, the criteria is met The minimum parkinq lot elevation is acceptable. C. Minimum Level of Service Standard (Perimeter Containment) 1. The minimum level of service standard is based on a design frequency of a 25 year-1 day elevation, which is 8.66 NGVD. Site will be graded to a minimum perimeter berm elevation of 8.66 NGVD per the perimeter berm detail so the criteria is met The minimum perimter elevation is acceptable. ; � i, , �� HANNAH'S HOME TEQUESTA, FL STAGE VS. STORAGE: TOTAL AREA 2.91 ACRES PARKING DE"TENTION A DETENTION A OPEN SPACE STORAGE CATEGORY = TOTALSTORAGE BEGINNING 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 (Ac-8) (Ac-ft} (Ac-ft) (Ac-ft) (Ac-ft) 3.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.03 0.00 0.03 5.00 0.00 0.00 0.05 0.00 0.05 5.50 0.00 0.01 0.08 0.00 0.08 6.00 0.00 0.01 0.10 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 0.04 0.18 0.06 0.27 8.00 0.00 0.05 0.20 0.23 0.48 8.50 0.00 0.06 0.23 0.52 0.81 9.00 0.05 0.08 025 0.93 130 9.50 0.27 0.09 0.28 1.45 2.08 10.00 0_58 0.11 030 2.08 3.07 10.50 0.88 0.12 0.33 2.81 4.14 WATER OUALTl'Y VOLUME REOUIRED: WATER OUALTI'Y STAGE PROVIDED: 0.12 ac-ft 6.10 � ° Cascade 2001 Version 1.0 File: 3 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 l: ONSITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 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 BASIN WATER BUDGETS (all units in acre-ft) Tota1 Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual ONSITE 0.30 0.00 0.00 0.00 0.30 0.00 i� " Cascade 2001 Version 1.0 File: 25 YR 1 DAY Date: Apri1 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 l: ONSITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 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 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 8.66 142.00 3.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Fina1 Basin Runoff Inflow Outflow Storage Storage Residual ONSITE 1.03 Q.00 O.OQ 0.00 1.03 0.00 i� ' Cascade 2001 Version 1.0 File: 100 YR 3 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: 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 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 9.52 188.40 3.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storaqe Residual ONSITE 2.22 0.00 0.00 0.00 2.22 0.00 �. � � i j � � ORLANDO � � � �— ,�rc��-rtc _ r �-$ � o c E �s �v �` ♦ Q 4 t ) � t .5 ` i a � . 9 I � ♦ _ ., � T _ � �� . � ! t.5 � ^ FT. PtERCE � 1 i t �.—".� , _ r� + STUAqT � � 5.5 �._..L.... �. 3 I � � � G I I C � �, o([[ C I o! t t � JUP!?ER 4.5 ♦ � / ,� �•� � MlEST � I ♦ cpL u 8E 4CH � YER � � 5,5 ` t `� + �.5 � � ` � ► ( � � 7 ' 6.5 4.5 �� , . _ � i _ eoca R,,�aN � L� _ • 6.5 \ NA?�ES , �m'�Gl 4ilT FORT � L AU LYE R D 4L E 1 wz• a � 6 �41 � � , . 4 F _. { _ 5 utAwt I � t ! 1 t 1 � 1 � 1 � I t ♦ � � . i �.... 5 ✓ �' UH1T : ltiCHES �Q � / �• 0 10 20 3p 5 �Sj' A11LE5 �CY FIGURE C-2. 1-DAY RAlNFALL: 3-YEAR RETURN PERIOD c-� \ � � � Q o t�r+ao � �_ _ � �rc..tti�r�c _� .6 � acE�t.4� 1 l eJ , s e Ia� 9 � — � � , 2 � 9 � i s 1 6 FT. o?ERLE 6 { { � \ 8 9 �� — s?unRT � �o � --L-- — � a r c O t E f C / O[ L t JJR?TE4 6 i WEST PALIA BEACH lD �� YER � � Ip � i1 i 9 s j� 8 � ; 14 � � BOCk R4TpN �, � � A 12 •:� ia� � �t, !i 4AP�E5 Fp?T �, .� LAUDE?�ALE 41 iQ � r 3 9 �� t)A/11 � g $ j 1 d 1 e 9 � i�' UN'.T = TNtN=S + O i0 ZO 3D �Co� � � MILES 9 � FIGURE C-5. 1-DAY RAINFALL: 25-YEAR RETURN PERIOD c-� 14 f \ { � � i3 � 13 �RLAV00 t �— � A.TLA6'T1C _! � I Q C E.t 11 t2 \ � A tA � �� 4 S � � 12_ i0 � ^ � !4 � � 1 ID �2 � � F2 F?. ptERCE IO � f � �a �� — � � �� {�; L a r t ;�; `' 0 L L L C 1 O t I E — :::, ��ja,��q . � � — 16 ryES' �� YER� i 6ALN EE4CH ` �O � — ' wc � IB � � 20 i4 Z2��CA AA?ON � Kc A 2Z � •Y +:-:E� ZO Nr..QLES {B �OR7 ' LAUOER�A;.E wt /. 3 ;� �6 fg = — i4 — ulAU7 IB ff i i6 I J � 14 14 i4 14 � 14 � UNIT - }VCHES 16 I4 �Go� / �• � ' Y il.ES� 30 � FlGURE C-9. 3-DAY RAINFALL: 1 QO--YEAR RETURN PERIDD c-� i Water Storage A. Ground Siorage 1. One of the requirements for dry ret�ntion�dekeritiori #lood protection areas is that eacti sh�N have a°mechanism° for retuming the water level to con- trol elevation. ia� such si#u�tions. the ferm " r�necha►�ism" is normally in#er pret�d to mear� something designed. fabricated, and installeci in or on the site. As a reszilt, aimost every such praject wiil have something - a V-notch �v�ir exfiltratian trench, keylmasqui#o ditch. surnp. etc. - to pravide the required drativdo��vn. Such devices may not ahvays be necessary. if it can be sho�nm that the soil itself a!lows the �.Jaker #able tc� subside in an acceptable length of tiir�e. then r�o "artificiai" mec��anism need be installed. The burden of �roof is on the applicant. and District staff wi!! not approve, or recommend for approval, a dr,� system �vhich does r�ot provide such mechanisms. be they natural or fabricated. 2. Th� moist��re stor ca�ability of the soii profile has been estimated by the Soil Conservation Service f�r th� norma! sandy soiis found ti�.•iihin the Sauth Florida Water t�1anagemer�f District boundaries. The total amount of �vater wl�ich can be stored in the soil profie expressed as a functio�� of the depth to the water table" #or these soils is: Depth to Cumulative Compacted VVatei� Tab[e� Wa#et Storage Water Stc�rage {Feet�_ �Inclies) {Inches) 1 0.60 0.4� 2 2.50 1.88 3 u.u0 4.95 4 10.90 8.18 The values in tt�e thirci coiumn ��eprese��t the estin��teci amount of u�ater �;�hich can be stored uiider �ervious areas after development. These val- u�s represent the cumuEative water storage val�Ees reduced by 25 percen# to account #or the recfuc#ion in void spaces due to the compaction ��vhich occurs incidental to earthwork oper�ations. An exarnple of tlie use of this inforr�iation is: t�ssume ik�e folioti;�ing: Average Finisl�ec{ Grade = 17.0 feet NGVD Average Ground VJater' Level = 14.0 feet NGVD Percent of Project in Lakes = 15°o Percent of Project I�npet = 3;��r 'T.;�i;,ally. �`r:e Seasonai High l'Uater Taule. C:�rR;�;lt �r;�ii� District �taff reg�rding sife-s��- cific situatior�s and q�;es#io^s. E-1 Mike Guinaugh From: Beth.Tucker616 <beth.tucker616@comcast.net> Sent: Monday, April 15, 2013 11:47 AM To: 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 , iE iLrii�o�v, I spoke with Joe Santangelo from SFWMD and he said to ��:,�; 3' NGVD, �>ut if we want to run the Geo-Tech then maybe it may help us.. Elevations were. East of our Sitt;: ::`' �<<�v`c:.>i c};' c�ur 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 call dry detention. Also see below from Jesse, Carios 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. Make it a Great Day! Beth From: "Jesse Markle" <imarkle an.sfwmd.gov> To: "beth.tucker616(c�comcast.net" <beth.tucker616�comcast.net> Cc: "de Rojas, Carlos" <cderoias(c�sfwmd.qov> Sent: Monday, April 15, 2013 11:13:5� AM Subject: Hannah's Hon�e - Tequesta Ms. Tucker, Carlos de Rojas asked that I respond to your e-mail regarding Hannah's Home in Tequesta. The project is located within SFWMD's Jonathan Dickinson basin, which ultimately discharges to the Loxahatchee River, T i f Ii? ,5'F1/1/[�./�n ( 11YYE?(?f��/ il;,=' YIi) t?f'!'I1llt OV@I' ��1011!" ri�^, �r1'f1�CEl !T?�1�.- � t}��tt t'i?"�#fif?l 1 ff14' ''.�)t`;('If!�'; �1l.itf'ls� !lt�lr�r� ::l.t f;r?'t1�1'Ct� (I� i � - . . ... . .,f�� .; �' , .. . . .._ .s. .`It ' i" ,i, _ . .. �;�iS�; Permit # App. # Pro'ect Name Receivin Bod Control Elevation 50-05989-P 020509-15 Rood Nurser Willow Glen SWM S stem 3.0-ft NGVD 50-05523-P 020509-16 Willow Glen at Palm Beach Co. Drainage 3.0-ft NGVD Tequesta Ditch in Riverside Drive ROW 43-01325-P 000703-8 Tropic Vista Loxahatchee River 5.5-ft NGVD � i°iL �}I,`_.lflCt flvf:o c1CC,..��i t'tVE.' ts0l�ilO� k;lE3Vcsl{Cil"1 (Ji SUI'i'vUllliili(�i �Jl()f _C;t;i d:i 2 L�ISIS Tt3( C.£&`t!'i'(fiiiiilliC�j u�)i'C)�E:CI S tyOCllf`O� elevation, but I recommend site-specific data, such as soil borings and wetland elevations (if applicable), to confirm that any assumed elevation is consistent with the real world. Likewise, I recommend field investigations and a topographic survey to determine where the project currently outfalls. I've attached a map sho�Nin� the locati�ns of these three �ermits r�lative to your site. Ther� �re c?ther nermits in tl�c� vir,inty � , 1 � v JESSE MARKLE, P.E. Engineer Lead `-�� Environmental Resource Permitting Bureau � Regulation = ``•� ' Division " South Florida Water Management District '#` 3301 Gun C/ub Rd, West Palm Beach, FL 33406 Phone: 561.682.6873 � Cell: 863.634.8229 � Fax: 569. 682.5998 To electronically submit a new appiication or a response to a request for additional information, go to: <r:�,:.;�:t;r�: �;,�+,,,:�,�_a� _. � � Please note that Florida has a broad public records law and that all correspondence via email may be subject to disdosure. We value your opinion. Piease take a few minutes to share your comments on the service you received from the District by clicking on this link. z �....,,..��..... � .. �, .,. _. ! . (3) Drainage. A public drainage facilities level of service standard of a 25-year frequency, 24-hour duration storm event is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. As a general drainage requirement, each proposed project and/or site shall maintain 95 percent of all stormwater runoff on-site. � Potable water. The following 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 gallons/capita/day b� Maximum day water consumption: Residential 354 altonslca ita/da Nonresidentiat None estabtished/LOS standard shalt be estabtished by 1991. � Recreation. Classification Standard (Area/Activity) unit/population Neighborhood parks 2 acres/1,000 Community parks 2 acres/1,000 Beaches 1 mile/31,250 Golf courses 9 hotes/30,000 ennis 1 court/2,500 Basketball 1 court/2,500 BasebalUsoftbalt 1 fietd/7,200 Football/soccer 1field/4,800 Playground areas 1 acre/3,600 Beach access easements 1 per'/z mile of developed or redeveloped beach frontage ;�,r. �?�; �� 'G'. " ?. �. ,�. i:F:� ..� r��r��re�x�-� Leneral standarcls; le+�el of se�vice sianctards, y 68-; 6"s; deveto��;nent star�darc�s; rec�uEr�erJ facilities and infrastrt�cture, § 78-33?. ��;. ��393. a ��rra�tACa��, Individual single-family dwellings and duplexes shall be exempt from the provisions of this article if such single-family units and duplexes have been considered in a previous site plan review. In addition, the village may vest other development rights in accordance with F.S. § 163.3167(8). (i. �� , ;c7� 0 1�i.1 ;)';i r ,` � � MTP Graup, Inc. 84�1 Lake Wortl� Road, Suite 231 Lake Worth. Florida 33467 � � + Phone: (569J 795-0678 Telefax: (56�) 795-0230 MEMORANDUM To: Nilsa Zacarias AICP Commur�ity Development Director- Vit(a�e �f`I'equesta Fram: Ma►•ia M_ Tejera, P.E. ��,/��`` ��i � � i Datc: Au�ust 23, 2013 Subject: 1-Ianna's Home Per youi• request, �ti�e have revie��-ed the follati� it�g d�cuments regarding tf�e proposed Ha«►7ah's Ho�r►e: 1. Traffic Analysis pr�pared by McMahon Associates dated April 15, 2011; 2. Ap�licatio» for Site Plan Review; and 3. Site Plan dated 3/08/2013. Tl�e propased Hannah's Home is a redevelopment project tvhich is used to provide room and board for e�pectant motllers. Cun•e��tly i}ie project provides roam ai�d board for 5�notl�ers (5 beds}. According ta fl�e traffic studS�, at 6uildout the project will provide roam and 6oard for 20 mot(aers (20 beds). This property is located on tl�e south side ofCounty Line l�oad be,ri�<een Alternate AIA and Riverside Drive, in the Village of Tequesta. Based on t11e informatio�a included in the Site Plat�, the follc�wing itses were identified: • Building A - 13 beds � � Buildings B, C, D, aud E— dupt�ex �vith one bed per unit = 4 be�cis • Care takers residence — 1 dwelli»g unit • School/Administratcon — 3 te�cheis and 3 administrative assistants The traFfic study provided by the applicaut eva(iTates traf�c impact of 24 beds. Hou�ever, as presented above, the development consists of 21 beds (as Assisted Li��ing F�acility), I si��gle dvvelling ttnit, and school/adnlinistr•ation facilities. Trip generation of the pro�osed development as presented in the site plan is included in �I�able 1 v��hile Table 2 contait�s the trip generation rates. TABLE 1 Trip Generation Land Use Amount Daily RM Peak Mcwr PM Peak Wour Traffic Total !n Out Total tn Ouf Proposed Assisted LiNng Facility 21 56 3 2 7 5 3 2 � Singl�Family Residential 9 5D 4 1 3 7 4 3 � Total Proposed 't06 7 3 4 12 7 5 Existing Assisted Livng Facility 5 13 1 1 0 1 1 0 Net Traffic 93 6 2 4 17 6 5 h'�d2pentlent V ariaWe: AssistedLivirgFacil'ty-ALF: Beds � Sigle Fartily R2sitlential: DweI6i9 Units C:\Us�rs\Maria�Documents\mtp\Hannah's Place.rtf � t Nilsa 7_acarias, A1CP � ' Au�ust 23, 2013 Hannah's Place Pa�e 2 oi' 2 TA BLE 2 Trip Ge.neratton Rates t-�iy Trip AM P2ak Hour � FAA F�ak��tiour ... � Lard t�e R� �e �- Tntsl � k� � Out .. . Totai In Cut � A55�stedLivfngF2ciliy-fiLF 254 2.66 O.i4 73°la 27% 022 52% 48% Single Fantily Resldentiai 2t0 10 0.75 35! 75% ' 63�/ 37% ' L�(T} = 0.90 Ln(x) + D.5'I Rates has� on Palm Beach County Trip Genera�ion Rates table dated Septerc�f 1, 2011 , It rnust be �2oted that 1h� sel�naUcrtlminzstrc�lion facilrty I�as l�ee» c�ssr.�fned as Uccessoty to tjae t�zalr� use of'the �ro�er-IjI: provic�e room c�r7c� hnai°d for ex�ccicrf�t mothers. Traffic impact of the proposed development is insignificant in tlie adjacent roadu�ay network. Therefore, tlle project meets tl�e requiretnents of P�It�7 &eUCh County Ti~affic Pelfof-ma�7ce Strn�darcl.s. Please address the following comments: • Are outside students cxpected to attend the facilih�? • Clarify the use of the "eovered drop-off' area. This is usually included in day care facilities to facilitate drop-off and pick-up. • It appears tl�e number of parking spaces provided is in excess of that required by the Vtllage. Can tl�e applicant provide more green space instead of parking? Should yott ha�Fe any questions, please dc� not hesitate to car►tait me. � � DESCRIPTION L U M A R K° - The Ridgeview�'" LED area roadway luminaire is the compact, efficient, economical approach to LED area lighting. A pure blend of traditional form and LED efficiency; Ridgeview provides functional, low-profile design with exceilent operating performance. Patented modular _ LightBARr°^ technology delivers uniform and energy-conscious illumination to parking lots and perimeter security lighting applications. SPECIFICATION FEATURES Construction to meet customized application position of the fixture during Rugged one-piece, die-cast requirements. Offered standard in installation to pole. Standard single aluminum housing secures the 4000°K (+/- 275K) CCT and nominal carton packaging of housing, thermally conductive LED panel 70 CRI. square pole arm and round pole and electrical chamber. Low profile, adapter provide contractor-friendly 3G vibration rated compact design Electrical installation. Wali mount models �; �,�� ; minimizes wind load requirements. LED drivers are hard-mounted to feature a cast aluminum arm that _ _ . _ , � Extruded aluminum frame secured die-cast aluminum back casting is directly mounted to a 4" supplied "------____._ , - with stainless steel hardware for optimal heat sinking and wall plate secured with set screws. confines the LightBAR panel to operation efficiency. 120-277V the thermally conductive housing. 50/60HZ, 347V 60HZ, 480V 50/60 HZ Finish The unique glide bracket LightBAR operation. Shipped standard with Components finished in a 5-stage 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 against fade RV RI DGEVIEW Optics hours of life with >70% lumen and wear. Standard color is bronze. ARE/-V ROADWAY Choice of twelve (12) patented, maintenance. The Ridgeview LED Optional colors include black, grey, high efficiency AccuLED Optics�°' luminaire is suitable for operating white, dark platinum and graphite manufactured from injection- temperatures from -30°C to 40°C. metallic. RAL and custom color molded acrylic. Optics are LightBARs feature IP66 enclosure matches available. 1- 4 LightBARs precisely designed to shape rating. Solid State LED 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. AREA LUMINAIRE distributions with the scalability bolt guides allowing for easy DIMENSIONS (SITE) D f SIG N LI G H TS coNSOHriur.s POLE MOUNT �— 4" (tOtmmJ —� CERTIFICATIONS UUcUL Listed LM79 / LM80 Compliant 3G Vibration Rated 11" [280mm] 15"[381mm] 6 " -� IP65 Fixture Rating, IP66 LightBARs WALL MOUNT [152mm] ARRA Compliant � � ISO 9001 4-9/16" 5" ENERGY DATA [115mm] [128mm] Electronic LED Driver J � >0.9 Power Factor � 11" [280mm] � � 16-9/76" [420mm] I <20% Total Harmonic Distortion 120-277V/50 & 60hz,347V/60hz, 480V/60hz DRILLING PATTERN (SITE) 30°C Minimum Temperature 40°C Ambient Temperature Rating TYPE "R" 50°C [Optional] Ambient Temperature � Rating 25/1 G' [59mm1 E PA 1-1!16" — I Effective Projected Area: (Sq. Ft.) �27mm] 2-1i8" WithoutArm:0.48 [54mmj With Arm: 0.67 3/4" 119mm] SHIPPING DATA Diameter Hole Approximate Net Weight: I � �� 2) 5/8" �16mm] 12.51bs (5.8 kgs.) Diameter Holes g STE� �s �fy�� C FRi�F�`�� / COOPER Lighting ADH092075 www.cooperlighting.com 2073-05-08 1724:05 � P#� � RV RIDGEVIEW POWER AND LUMENS BY BAR COUNT DISTRIBUTION Number of LightBARs Power Cunent @ Current C T2 T3 T3S T4 SLZ SL3 SL4 5MQ 5WQ 5XQ RW SLR/SLL [watts] 12oV [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 1,959 1,929 1,965 '1,866 1,742 CO2 54 0.46 0.21 3,743 3,687 3,564 3,655 3,708 3,761 3,655 3,886 3,827 3,899 3,702 3,457 CO3 77 0.65 0.29 5,514 5,431 5,251 5,385 5,463 5,540 5,384 5,725 5,638 5,744 5,454 5,093 C04 10"I 0.86 0.37 7,334 7,224 6,984 7,163 7,266 7,369 7,161 7,615 7,499 7,640 7,254 6,774 21 LED LIGHTBAR BO7 27 0.23 0.13 2,320 2,285 2,210 2,266 2,299 2,331 2,266 2,409 2,373 2,477 2,295 2,143 B02 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 6,680 6,459 6,624 6,719 6,814 6,622 7,042 6,935 7,065 6,708 6,264 804 95 0.81 0.35 9,021 8,885 8,591 8,810 8,938 9,064 8,808 9,366 9,224 9,397 8,923 8,332 LUMEN MULTIPLIER Ambient Lumen Temperature Multiplier 10°C 1.04 15°C 1.03 25°C 1.00 40°C 0.96 50°C 0.92 OPTIC ORIENTATION Street Side Street Side � Street Side �� . �, . , �� , _ � l� ,, ; �, � �� ,, , � �� r�, �.. � �� ; � , � �� _ ,, � .> ))� � ; � >> r� � � , �, `\, %% _ !,� I ,% �� .� �� , ,, � ,, _ , � � �,�_ : �_,: ,,;� House Side House Side �" �� Hause Slde Standard Optics Rotated Left @ 90° [L9D] Optics Rotated Right @ 90° [R90] MOUNTING CONFIGURATIONS Wall Mount Arm Mount Single Arm Mount 2@ 180 Arm Mount 2@ 90 Arm Mount 3@ 120 Arm Mount 3@ 90 Arm Mount 4@ 90 EPA:0.67 EPA:1.34 EPA:1.34 EPA:'1.72 EPA:'1.72 EPA:1.94 � � C �� Lighting NOTE Specificationsanddimensianssubjer.ttochangevri�houtnotice. ADH092075 Visit our web site at www.cooperlighting.com 2013-05-08 1724:05 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 2013-03-07 18:03:59 . � �� • � RV RIDGEVIEW ORDERING INFORMATION Sample Number: LDRV-T2-B02-E-DP Lamp Type Distribution � Number of �� Optio�a a Accessori� �� LD=Solid State T2=TYpe II ��9ht�� pp=50 Degrees C High Am6ient� MA1 t7SXX=5ingle 7enon Adapter Por 3 V2" O.D. Tenon LightEmitting �_ gp�=[1]21LEDLightBAR TemperatureRating MA7776XX=2@180degreeTenonAdapterfor31Y1"O.D. Diodes (LED) gp2-�2� 2� LED LightBARs WM=WaII MountArm and Mounting Plate6 7enon T4=TypelV Series + SL2=Type II w/Spill ConVOI 603=[3] 21 LED LightBARs L90=0ptics Rotated Left 90 Degrees MA1177-XX=T� nZo de9ree Tenon Adap[erlw 3 1/2 O.D. RV° Ridgeview SL3' Type III w/Spill Control 604' I4J 21 LED LightBARs R9p= Optics Rotated Right 90 Degrees Mp� �ygXX 4@ 90 degree Tenon Adap[erfor 31l20.D. Cp�= [1] 7 LED LightBARs pC= Button Type Photocontrol (Specify9 Tenon SL4' Type IV w/Spill ConVOI 120V, 208V, 240V, or 277V) MA7173X7c= 2� 90 degree Tenon Adaµerfar 31@ O.D. pWQ= Rectangular Wide COZ° [2] 7 LED LightBARs 7enon T3S° Type 111 Short CO3= [3] 7 LED LightBARs �R Receptacle tlocic Photocontrol+� MAt7ao-XX= 2� 120 degree Tenon Adapterfor 3 trz° O.D. 5MQ' Type V Square Medium C04' [4] 7 LED LightBARs renon ZL=TWOCIfCUItS» Mp��g�_)pp3Qa 90degreeTerronAdapterfor3112"O.D. 5Wn° Type V Square Wide 7p6p= 70CR1/6000K CCT+2 Tenon 5XQ' Type V Squafe EXtfa Wlde VO � e � MAN82-XX= Single Tenon Adapterfir 2 3!S" O.D. Tenon E' Electronic (120 - 27N) ��` $OCRI/3000K CCT� RW°RectangularWide 5 LCF°LightBARCoverPlateMatches ��'XX-T��aode9reerenonadapterforz3/s^o.o. SLL' 90 Degree Spill Light ��- � Housing Finish EIIrt11t1atof Left 480= 480V5 MA1784-XX= 3@ 120 degree Tenon Adapter for 2 3/8° O.D. MS-LXX= Motion Sensor for on/off+s ienon SLR' 90 D2gfee Spill Llght opefeliOfl MA7 785-XX= 4@ 90 degree Terwn Adapter for 2 3!8° O.D. Eliminator Right MS/X-LXX° Motion Sensor for bi-level�4 Tenon SWitChing MA1186XX= Z@ 90 degree Terron Adap[er for 2 3/8" O.D. py�- � DesignLightsTMConsortium Qualified. fleferto www.designlights.org Qua�ified Products List Tenon under Family Models for details. BBLEDCLD= UL924 LED Cold Battery � Back-u S VOItB 6 MA7787'�`3@90degreeTerronAdapterfor23/8°O.D. p 61nch Arm and round pole adapter included with Tixture. P� Pe��fY 9) Tenon 3 21 LED LightBM powered at 350mA, 7 LED LightBAR powered at tA. OAIHA7073= P�w[ocon[ral Shortirg Cap q Lumen values based upon 4000°K CCT, 350mA drive current, 25°C ambieni operating Stelldafd Colof �s RV/WG=Field Installed Wire Guard temperature. Not availa6le with Two Circuic O non. BZ Color is Mp�ypp�_yyall Mount Plate (R Drill Pattem) 5 P BfOnZB) g Add as suffix. MA7305�XX=R to M Squa2 PoleAdap[er 7 HA not available with BLBLE�CLD options. WH � MA7806XX=R [o M Round Pde Ada er g Walimountermandmountingplateincludedwithfi�cture. BK=61aCk Mp�zr,�=�OkVCireui[ModuleReplacement g Specify voltage. Available in 720, 277, 208, 240V. Not available with HA option. AP=G�By OAl1iA7014=NEMA Photocontrol 120V 70 Specify voltage. Not available with HA option. DP=Defk Pla[InUm OMtA7078=NEMA Pho[ocontrol - Multi-Tap �� Low-level output varies by bar caunt, consult factory. Not available with 347V or 480V. GM=G�ePhite MetelllC OArHA1027=NEMA PhotoconVOl 480V �p Consultfactoryforleadtimeandlumenmultipfier. OAIRA7207=NEMA PhoWCOnVOI 34N 7; Sensor housed in eMernal box mounted to the luminaire. Replace XX with mounting height - � in feet tor proper lens selection (i.e., MS-L206 Not available with HA aption. Consuk factory for addiUonal information. �q Motion sensorfor bi-level switching. Sensor housed in eMernal bax mounted to the luminaire. Availeble in B02 - B04 and CO2 -004 configurations. Replace X with number of bars operating in low output mode and replace XX with fiMUre mounting heigM for proper lens selec[ion (i.e., MS/3-L201. Not available with HA option. ConsWt factory of additional information. �5 Specify 120 or 277V. Available with B07 or COi configurations only. 25°C ambient operating temperatura. �g Standardhousingcolorisbronze. ' 77 Order separetely, replace XX with coior designation. COO� Lighting NOTE:Specificationsanddimensionssubjec[tochangewithoutntllice. ADH092075 Visit ouY web site at WWW.cooperlighting.com 2073-05-081724:05 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 2013-03-07 18:03:59 w ' � / S N � � i 0' 30' E 60' 90' N.W. CORNER, N.E. QUAR7ER SCALE: i"=30� SEC710N 25/40/42 I _ _ __ WEST LWE, N.E. QUARTER SEC710N 25/40/42 _ _ __ _ _ _ _ _ � �� S00'28�07'�E 7320" ` u' zN �a �w� m ;� UNPLATTED o� � � �• m� � i W� - - --- - , izo� - - — -_- - - -I p.0.8. � 'WiLEY 0 "N. O 2 �CONC, WAIL AND COLUYN 0,2' ClR O q �00 ��CE � NOO 2S O7 W 440.0 �� — — V � / � SHO� e C.L.F. IiYGJ �� 3 U o I 1\ , � I CLF. R�.J T �IAIW .. C.LF. 200� I 2 � SEl IN CONC. fOR fEf.'LE POS! # G W � r � J � N � � (SEE DETAIL A)- i '1 � F � o.r' - r o Q o '� ^ oa �� Z W � ' � � �, � =;w NOT INCLUDED o z w e pN � a—.~_-. �.� o W000 fENLE � � I� � 2 9 � Q i g? � PALM 6EACH o MAR71N COUNTY_ o � � w _ O�� Y ' �e r �u.xw a r.v.t, p� COUN7Y � Z � O TRANSFORMER ��y�p N 'py�LEY, 10.0'N.,01'E. � I / P � � � WOOD FENCE KONG UNE ZOO� W � � N � i � FENCE CORNER � 0.1' CfR. Q � O � � � N00°28'07 "W 150. 00' _ sa_a= __ AfEIER PANEL �0.V�[r'.o.tN..o.t'E� o '` " sa.r 40. � __.°/".._.__.-__ � U u� L.907 ACRES asaNa.r . � i/z•.o.s•cfA' '�• � f � J I' 1 N 3 O !� W „ N ' CUY ANCHOR 9' CLF.W-OUT Z ry \J r � z vl 1 n �� m � ° F- � m �� f/4390 � � r o° ^ I Q � F- � a Z � 7-STORY � �� a � � � � ;, — � �'' BUILDING •- j ,� = z O �r I�1 10.1' EO N � r \ a � ^ - .� �LI � I �1 \J r I m Z J J Y� "' n o i cV o o ' -� m F W � �Y ASGHALT � - � Q se.i� °� zasa' N " a � � Q ...° �� 'M' �RNE-THRU� co,vc. 5 ��' PftOPOSED SIGN - r � y � � o � I z a _ (COVERED) � � � \ ,r F v 30 ��' '" � � � � � �. L_ �S_1_ ry � � �6. O � O } n C0.VC. CuRBINC � v I '�E ASPNAL� �I ASPHALT ASPHALT I EAS7 LINE, WEST 660', N.W. QUARTEft, N.E. QUARTER SECTION 25/40/42 -� /L o - � _..-- _ _ _ _ _ _ _ _ - - _ �J SBO� C.LF. (iYPJ Y' � C.LF. (IYP. �R �� +R �F � �� .�f _ ��• C.LF. P. � � I / WOOD FENCE � � � M��O FfNCE ALONG UHE � SO.O� S00°28 07"E 590.0' rmoo re�+cr . � ry 'POILEY'.0.1'S. ° WJOD FENCE � o n '0.L(fY'. 9.85'N. � FA'D. G.R.M. �p�I4J9" �0.0'N I I I 31 32 33 � 34 � 35 36 37 � 38 ' f-- I -._ _.___—_— .— . ._—.._ _ __. —__ — __ 7320' I - _._ ___...__-_.____-_.- __ _ ___ "___ _ _ _' —_- - _' '__. -___ _-'_ "'__. 5" L.AE (P.B. 46, PG. 24)� 10' U.E. (P.B. 46, PG. 24)-r I CHAPEL COURT SECTION I (P.B. 46, PG. 24) TREE LEGEND �} =ARECA PALM � =CARRO7YlOOD � =FICUS TftEE � � =GUMBO LIMBO °��'{ � Y I s ` , N PROPEFiY IINE I� 0 1 � � Q=JA�A BISHOP �� Tj �( c. E � =MANGO TREE o.s � "' BOUNUARY SURVEY FOR: �=OAK TREE j WOOD FENCE ALONG LINE � �=PwE rREE HANNAH"S HOME OF SOUTH FLORIDA, INC. r� =POINCIANA � -°�EE" PA�M � WRLLRCE ��■° �=SAND PINE DETAIL A Co�RP.im+m �mm � w � (xp uo- i �' =SABAL PALM � � P � � J.P. ' 90- 7262 7 r�e. J80 ° G� 27 ' M.B. °ATE' 8/19/09 � 90-1262-7 C.W. E�� 90-1262-1.DWG s"�E' 2 ° 2 ___PIEST LINE, N.E QUAR7ER SECTION 25/40/42 � _-__-__-__-__-__-__-___-_ _-__-__-__-__-_ __ _-'____-__-_____-__-"-__-"-_ -__ . S00'28�07 7320' ' � I � i I I I LAND USE: RESIDENTfAL l I I I I �. ZONING: R-2 J � ( �� VACANT � L i tt e r i c k coocc i EX. CONCRETE VJALL � EX. CHAINL[NK fENCE I ///��EX. WOOD FENCE �TO REMAIN 5' PERIMErER � / TO REMAIN TO REMAIN, TYP. IANDSCAPE BUFFER - - - i I � � , ( . ; an scape � _ _ _._._�_._. ._ _._._ _ _ _ � � ,;.l.��z_��,�,�°'a ,,�a �,,,:.,, F- ------ __ -� ---,_�_�..__ _ ��_�._.�__�_�..�r_t_�_R.._�_ _ �_-_ � -_�..��---- ------ zoo � �- sEO �. ----- -------------- ��=3�5F. � - -,��_�_��.; - �- - � �. sPE�,��R 1 ---, � Arc ite cture ' CHAPEL ' uurrtx ,0' lANDSCAFE BUFFER 1740 SW Mortin Downs Blvd. #199 � i r �� _ -- PROP. 5' WIDE i I I Palm City, FI34990 i �� I � _ WPLKING PATH � 561 o i � � JasonlAlb77@yahoarom i� I OPEN $PACE � I GAZEBO, 7YP. BENCH, TYP, � ¢� I� c I ORSI�9LIARSTRUCTURE � � r� i � I I S OPEN SPACE I NOT INCLUDED I i .�'� I ��, �✓ � � � � i I I � � i� � � g I 0 S � � � � 29 t! ��` � � �B) O (C) s v�a_K F.P.L3�wrLLK I� � 5'PERIMEfER I �-e�s� I i - ��' 1-STORY 1-STORY �' d�D9C12 ra r�s�ceuer, I� cn LANDSCAPE BUFFER a! 30 ' 30.2' _1'Z /. ppNE � � 10'RO�Y � , I R IT R " D 0 P�XGa4}�No / Pnc i °� � `^ � ; PROPOSED � � � AR�A �,65as�: /. � � � � . I F w �' i� � � �A� .< ,� nus.cs a` cirar: cur UWDS�AGE �UFFER � wr, � � i. _ = 4 .. - � _,.� , Jf�� NO 7'�J 1�00� f J {'� '�� I o�� I P I� Z-STORY w�_�._�,. ��0 � - - o�.�-o�r- ot�- I -- I � i� N i DORMITORY 5 ' W� - I 5' WALK d� �� -� - 6 HIGH CHAIN-LIN,on. cf.e . .. i j .. ��:, ' _ NEW DORM cur �c�; ;� �� NP. 10.0 50.0' S0.0' � z A 1 � p LL v F.F.E. - 10.4' ADDITION �B� ,�'9. 11T[LRY/STOR4 w � EX.IREELEGEND p � � is Q PHASEI 14565f� SH� � 10.0' � z ° j � Z 3 F.F.E. = 1�.4' ��'�'�'�'�� C � � p� �t =aFrca Pn,r.+ I g ? , � � � P O OS x PROPOSED � �1�-$TORY DUMPS�ER '�,J,F o �i � � � J � � � � =caRROrwco� � � � �E � � (D) 3 � Q � w 'd � ROOF L[NE � BUILDING OPEN S7ACE ORY RETENTION URE TAKEftS Ia ' � o j p� � ..� I i 1-STORY � O O S� � =FlCUS TREE i/ RESIDENCE w . 1-STORY 4,118 SF. ` coveaeo ervrnv w i W o u •� , I I IT M �}V� NURSERY 2,000 SF. Z � z� �� I z t� T � O . m � i s u � =GU�.1B0 LI�.130 , i 5.0' '�, COVEREDENTRY ADD[TfON � LL ` W � I � ^ � O r.+ 9765F ------- .__ ti I o �-JAVAOISHOP I ' .'� `'" � __�__ __'___ F.F.E.=10.4' .F.E.=10.4' 7'WALK � � ;`t 5�W 3�w� � ' �.._._�..I � 5'PEWMETER_ i�' " -'------- ~ --- J � =PN1NG0 TREE j LANDSUPEBUFFER � -� � � e � ' i� J� I �� 5 5" x., ! 1 •�•� �c 10 _ �� 5 �� wae� - � � I� o [ J 7 � � =OAK TREE i� � y � _ .= �� '_; s`a � e,v.m:=am I- ss � s 's ss 3_- r�,E�e' C� �� I � 7� r � � s ss --y� ss �- � �� s s � � � i{ =PWE 7RCE 30 jr � �, o_ � \ 2. �V ANG, 5 9.5 �' WIDE ' - � L__ c�n�s, TvP. � z � CT' �, iYP m♦ SIDEWALK, TYP. �i ° x' ;� b � o x' li __�� 5.0' �' �°�� I � � N 'i >,Y__' =POINCIANA � �� _E�r�.w�v � :'� _ �� 1� ro�� F-e1lROers .,,,, �� OXeoX� [.70rvUn7ErrrSIGN ,� �, � � � �.�„� O 4-� I \ TYPE'D' � N�� m � 10' SAFE SIGHT U � /'� O � � =4UFEN PALPA i � y ---�- N, TYP. _ ♦ MEDIAN o 1 TWANI LES � V J �zt =saNO PwE � �� 10 ,-� �a� � � � I �� :m.w -.'-..lrrrrr� EX.TREEST � - w:vaxu - - - � � _-_ .n�c,o �. � 6 HIGH CHAIN-LINK _ _ - - � �� - - - - - - - _ .3 �_ - -�,a _ - - - .��. - - - s� O �� ww.v ; r.`r-r-r li � I _ - - - - rW. ti rr��r-r-�� .�..� . i . � =SABAL PAL.. ee.o' Y . ' o r . _;��r_ . _-r.o,rrr,_� \ _/S �a.�.,.�n�a. sr�ucnru�c,n i j I� I � ~ o_ / - � I /1 "______'_-'_-_ _ I rr�.`.�r-r-r.r.�rr�.� r`.�. r I I i � ` �r�r+r � ��_' _ / _ "' _'_'_ _'_ _ _ _ _ _ _'_"_ '_ _'_ _. . .� I _ �._._. . . . . _._.. � 00'28"0�'E . 590.0' �,� . . . . O REMAIN I � � I I FENCE,TYP. I 5'PERI�4EfER I -rn�.acc.w� I I I i i I I � ^ � LANDSCAPE BUFFER � �� I I I I 3] � 32 I 33 I 34 I 35 I 36 I 37 I 38 '' I I �i - i � 5� L-A.E (P.B- 46. PG.-� I I I I UVJD USE: RESI�ENTIAL � � ZOHING: R-7 � �„ � SINGLE FAfdILY RESIDENTS SITE DATA _ - PROPERTY DEVELOPMENT REGULATIONS LOCATION MAP NAME OF PROJECT HANNAH5 HOME OF SOUTH FLOIRDA ppRIQNG DATA - pJ'rs. PROPERTY CON7}20L NUMBER 6o-4290-25-00-000-1190 (REQUIRED) � LAND USE DESIGNATION RESIDENTIAL PROPERN DEVELOPMENT REGULATIONS �� ZONING DISTRICT R-1 - PRE-SCHOOL & DAYCARE CENTER 4 SPACES ZONI�JG �,�INIMUMLOTDIMENSIONS MIN.BLDG.SETBACKS NUMBER OF SiORIES �& z (2 SP./3 7EACHERS & EMPLOYEES �. e�oc. OISTRICT fAR ' PLUS 1 SP./8 PUPILS 'I CoVER rc � ORPOD SIZE N�1�TH OEPTM FRONT SI�E CORNER REAR 3 TEACHERS & 3 ADMIN. STAFF 70TALSIfEAREA(126,611.395F.) 2.91AC RE�UIRED R-1 8A00 'i �5' �'� N/A N/A �� N/A 25' 7.5' 20' 20' g� o 0 0 �� a�dsmpeA�cnaenouemm - ADULT CONGREGA7E FACILiffES j SF. ' ' o� '��. BUILDING DATA (2 SP./oWELLING uNIi) � W ' ^ w� o ' DQSiING BUILDING q,118 SF DORM. B,C,D,E (8 UNITS) 16 SPACES PROVIDED R-1 2.90 AC 240.0' S90.0' 022 �, 22.1 % 25' 8.0' N/A 30' i�� p COU�YTY L7NE ROAD NEW DORM ADD1lION 1,456 SF DORM. 'A' (4 UNIfS) 8 SPACES - NEW NURSERY ADDITfON 976 SF (TOT. 13 BEDS/3 BEDS PER UNIn SRE PROPOSED DORMITORY - A 10,000 SF - �qRE TAKER RESIDENT 2 SPACES PROPOSED DORMITORY - B 2,196 SF TEQUESra ouvE PROPOSED DORMITORY - C 2,196 SF (Z SP,/DWELLING UNIn PROPOSED DORMIiORY - D 2,196 SF ---- � PROPOSED DORMIfORY - E 2,1q6 SF - NANDICAP SPACES (IrvcLUOED IN Tora.) 1 CHAPEL 389 SF �1A0001617) CARETAKERSRESIDENCE 2WOSF TOTALREQUIRED: 305PACE5 �,� IosanM.litlxn�k,IlA , RP/ERSIDE DRIVE ` TOTALPROVIDED: 355PACE5 � SCO�e: �� = 30� TOTALSQUAREf-0OTAGE 27�516 SF � FAR 0.22 INDIPNTOLYN ROAD MA%. BLDG. HT.: 2-570RIE5/30' FOR MAIN BLDGS. - Designed: 1Ml Omwn: 1ML LAND USE SF q� yy BUILDINGLOTCOVERAGE 27,988 0.643 22.106% VEHINLARUSEAREA 26,161 0,601 20.663% Approred: OPEN SPACE 72,962 1.663 57.232 % Do�e: 016113 - S i t e P I a n Revis�ons 8/T9/�3 TOTAL 126,611 2.91 300.00^/0 9/6�13 LOT COVERAGE IMPERVIOUSAREA sr ac n VERAGE D,988 0.693 22.106% 0 IS' 30' 60' 90' 140 VEHIQILAR USE AREA 26,161 0.601 20.663 % � SIDEWALKS/NR65/MISC. 13,086 0.300 10.336% TO7AlIMPERVI0U5AREA 67,235 1.54 52.10% � PERVIWSAREA sF ae q�, SheelNo. INTERIOR GREENSPACE 50,893 1.17 q1.20% /� �_ � LANDSfAPE BUFFER 8,483 .19 6.70 % \ 707AL PERVIOUS AREA 59,376 136 47.90^/o Scole: I" = 30 NORTH � TOTAL SIfE AREA 326,611 2.91 500.00 % JOB N0. xx-xxxx 10' CLEAR 4' MIN. '� (MINIMUM) �� n._ . � � � � � - DUMPSTER RE[YLING AN(HORPINS DUMPSTER EN(LOSURE DETAIL NOTE: NO DRAINS PERMITTED IN SCALE: NOT TO S[ALE UUMPSTER PAD. iRDER STEEL POST COLORS: TEXT & 90RDER - GREEN SYMBOL - WHITE ON BLUE BACKGROUND - WHITE � RAISED STUCCO BANDS [ONTINUOUS AROUND DUMPSTER WALL INSIDE DIMENSIONS TO BE A MIN. OF 10' X 10' FOR DUMPSTER STULCO (.B.S. WALL, [OLOR TO MAT(H BUILDING & BE (ONSISTENT W/ AR(H. STEEL OR ALUM. LOUVERED GATES, (O�DR TO MAT[H BLDG., TO BE AN OPAQUE BARRIER SHRUB MATERIAL, MIN.36" IN HEIGHT PLANTED 24' ON (ENTER 6" TNI(K (ONC. PAD � �17� � 9�� . 1 � _ 8^, NOTE: SYMBOL TO BE 4" WIDE WHITE TRAFFIC PAINT ON PAVEMENT OR COLORED PAVERS . TYPICAL @ ALL HANDICAP STALLS NANDI(AP SIGN PER FDOT INDEX 17355 5 SIDEWALK W/ WHEEL STOPS 2.5' VENICLE OVERHANG b' fONC. NWEEL STp� 7_'.S�DEWALK-W/-CUpa r,�rn �_ WHEN NO CURB IS PROVIDED ALLOW FOR 2.5' OVERHANG) �N � �TYPE'D' (URB. NO WHEEL 9 �� S-f STOPS RE�UIRED WHEN CURB IS USED. � � 5' TALL HANDICAP PAVEMENT SYMBOL a m o FDOTINDEX17346PAINTED WHITE � o � � � � ' c � � - 3 � — STRIPING PER FDOT INDEX 17346 HANDI(AP PARKING SPA(E DETAII HANDICAP PARKING SPACES SHALL MEET ALL SCALE: NOT TO SCALE STATE, FEDERAL AND LOCAL CODES. �n �6 �s �I ��x 3 � ow�ro 27 �r, so�usxr: m�3 x , ic'�is" R's•m�.� � <<��, �� l—ia is'- � �s" ------ � i�� ` � `�� l� 1' � . , TYPE; DUMOR 160 SERIES BENCH COLOR: GREEN FlNISH: ZfNCRICHAND POLYES�ER POWDERCOAT BENCH DETAIL SCALE: NOT TO S(ALE End View Fr ont & Rear view � 1'-6" fi — 6'-0" —� i? ;� HANNAH'S 4°-0�� '�� H OM E � OF SOUTH FLORIDA � Color: Creme White Tan/Beige To match building colors. �� 6' ffieel posts I ''_ __ Concrete footings � PREVIOUSLY APPROVED MONUMENT SIGN DETAIL SfALE: NOT TO SCALE Litterick landscape Architecture 1740 SW Marfin �owns Bivd. #199 Palm (iry, FI 34990 561-719-3876 lasonLAl677@yahoarom V � � � O � ?r H� � f/� , V � � c'� C/� rl I O 1-1 � loian X.linerih, RlA �1AC9016/1) Scale: AS NOTED cd '� .� O w cd � � C a� H � O � � ,--� � Designed: 1Ml Dmwn: 1ML Appmved: 1ML Dote: 816113 labiw. Revisions: 0129/13 Site Details SheetXo. S P-2 JOB NO.xx-xxxx 0 I � s, �_ _._ __—__—_'—"—__—_'__ __ � _� I an yd�Z \ j ro�x'3 � 29 I � ' roe�uiau:EO % 5' PERIMETEft LANOSCAPE BUFFER a.ssmo -�ro�� 30 � . �--� — — t�L�7 �N F�7 • . • F�II V � � � �± ,��'�.��Ir� � � .,��'f�l �� 1 , .�s y ee.�e y �� ,aa.e.,ae ..o ,a ��T�T�i'l,��.�.� ,�c � !.� —� V �� In•�� a[�,a�.` � � �� F< �}` � � ° � j`; � 9 lu� �,� � �• � ( � � � � �-- �, . wI :, �— ;� w � O :� �_»_oo�_� .�'�� , .+' _` � '� � �e� � � �� r:�� ;1! � �; m � � � � .,��, . w�:�,� � � ;� � a.' �, �..� .� � �. q � � ► � i�` `� �� w ��5 �r I!� 6 �i z� .�C �it�/ it! 1 e8u', ��', ��I�1.. /�� I� , 11 II.�rI�r� V�:� � � 3P � �/%I�� I ��///�� . �t� , ,: ,� ,,,, ��,, �., �� ,� � , , �a �' � �/ � � � � � ��'� � � :c ��, �1�,:� �� ,��„� �' ,. r�� '#' ,.,.�-� �i. �_�/� ` J' ��%—II ��, �e� � � ► w�'1 �.. � ��1� _+,� .r �� .� �.� �'�' �� ' � � � �_, , � � � � . � ► � � � �- ,� � '� � , � .. _ , . `. .,.,,,,,.. •:y'.0 ��n,,n�:.:l ' m, s �. I'� _� �! '��._ .. . � �� k �� o ,_�� I� ��~rEV.:..or� � /�y 31 I 32 LANDSCAPE DATA NAME OF PROJECT HANNAH'S HOME OF SOUTH FLOIRDA PROPERTYCONTROLNUMBER 6P42�10-25-00-000-1190 LAND USE DESIGNATION RESIDENT7NL ZONING DISTRICT R-1 NUMBER OF STORIES 1& 2 TOTAL SIfE AREA (126,611.39 SF.) 2.91 AC INTERIOR LANDSCAPE REQUtaeo: va0v[oeo: PARIQNGISLANDS: SO7REES lOTREES lREFS (O4E PER ISlANOJ INTERIOR LAfIDSCAPE 3,806 S.F. 51,979 S.F. (41 %) I5;5 OF GRO55 PARIaNG AREA (25,3J1) PERIMTER LANDSCAPE LENGTH REQUIRED: PROVIDED: NORTH R/W (1 TREE/30 L.F.) 190' S 7REE5 5 TREES SOUTH (1 TREE/30 L.F.) 240' 8 TREES 8 71iEE5 EAST (1 TREE/30 LF.) 590' 20 TREES 20 TREES WEST (1 TREE/30 L.F.) 690' 23 7REE5 24 TREES CERCENT NATNE TREES (MIN.): 60% 63% (97/159) PERCENT NATIVE SHRUBS (MIN.): 60°h 60% (1657/2762) PERCENT PALh1 TREES (MAX.) 50% 50% GENERAL NOTES: - ALL DQSTING PROHBIfED PLANT MATERINL SHALL BE REMOVED FROM SITE. THIS INCLUDES BRAIILLW� PEPPER, CARRO'I"IWOOD AND BISCHOFFfA. EXISTING TREES AHD PALMS REMAIN REMOVE RELOfATE TOTALTREES/PALMS ARECAPALM 0 1 0 1 CARROTTWOOD 0 4 0 4 FICUS TREE 3 0 0 3 GUMBO LIMBO I 0 0 1 BIS(HOFFIA 0 2 0 2 MANGO TREE 1 0 0 I OAK TREE 2 0 I 3 PINE TREE 3 3 0 6 POINCIANA 4 0 I 5 �UEEN PALM 0 13 0 13 SAND PINE 0 1 0 I SABALPALM 2 0 6 8 UNKNOWN 0 I 0 1 �J I�I I I I I I� s " � ss - ss s ss � i /� ♦ �� ,� .0 — i � � W 33 5' PERIMETER I ��a LANDSCAPEBUFFER � 7O0 a 34 i ' 35 `� SOD ��j�fE w �� Pay�nqbY� � qrspq,+ Y,sr� � I SOD L�— a�� roe ��o 5' PER[MEfER LANDSCAPE 6UFFER ,� ----- -- --------- — — — — ... . ' S' PERIMETER 'ausrza UWDSCHPEBUFFER + ,e� i : 50 ° NOT INCLUDED + ro �x. I . FP 5' PERIMEfER rru.�src !Er+ �pryDSCAPE BUFFER AD �� _ �� v� �I�EIER PAp'EL '��'� . � � l6"tt15RR�1 �� Pc'w.i y� a° cic:^. �-�' � � .� —.i�_— J ��.��cs �� , �1 .�. v�'i �� `d� e.�l OK I • � , I � °��' \� ,.�.;� °� ,I\�� ,, �J� � ,� � 1 �� "sQ � F �� u � �� ;//,;e:" !�� m �.� � �. � V II � ..� � J ,,,�� ,ils, _%i�, �<� w � !�_1: - :a�sicf e o.�ie;;, •� G �e� �-'��d4ii�C.�1�e =�+' ��i� 36 roaEa�,� I 37 I PLANT LIST TREES SYM OTY. 60TANICAI NAME COMMON NAME HEIGHi SPA(ING NOTES: ' V BS 24 BURSERA SIMARUBA GUMBO 1IM60 12' X 6' SPD., 4" fAl. A.S. FULL 8 THI(K *V (E 4 (ONO(ARPUSERE(TUS'SERICEUS' SILVERBUii0NW00D 12'X6'SPD. A.S. FULLBiHi(N,ROOTPRUNE,NOSHOCN "V N 6 (O((OIOBA UVIFERA SFA GRAPE 12' X 8' SPD., 4" (AL. A.S. FULL & THI[K, [HARACTER SPECIMEN M DR 5 �ELONIX REGIA ROYAI POINQANA 12' X 8' SPD., 4" (AL A.S. FULL & THICK M HR 4 HIBISCUSSTD. ANOERSONCREPEHIBISCUS 6'X4'SPD. A.S. FlILLBiNICK,SiANDARD M lA Il IATROPHA STD. IATROPHA 6'X 4'SPD. A.S. FULL 8 iNl(K,SiANDARD M U 5 LIGUSTRUM IAPONICUM LIGUSTRUM TREE 8' X 8' SPD. A.S. FULL 8 iNl(K, MULTI�iRUNK, LIMB UP TO 4' * V PE 2 PINUS ELLIOTTII'DENSA' S. FLA. SLASH PINF #15, 10-12' O.A. A.S. FULL 8 THI(K `V OV 16 �UERCUS VIRGINIANA LIVE OAK 12' X 6' SPO., 4" fAL. A.S. FULL 8 iH1(K V i( 4 iABEBUTA(ARAIBA YELLOWiABEBUTA 11'%6'SPD.,4"CAL. A.S. FULL&iHl(K,(HARAQERSPE(IMEN M iG 10 iIBOUCHINAGRANULOSA PURP�EGLORYTREE 6�8'O.A. A.S. FULL&iHICK PALMS M AM 2 ADONIDIAMERRILLII (HRISTMASPALM�iRIPLE) 10�12'O.A. d.5. FULLBiHICK,MATCHEDHEIGHTS M (N P6 (OCOS NU(IFERA'GREEN MALAYAN' GREEN MALAYAN (OCONUi PALM 4-fi' WD. & 8-10' WU. A.S. FULL (ANOPY, STRAIGHT TRUNKS M Pi2 9 PTY(HOSPERMA ELEGANS ALFXANDER PALM(DOUBLE) 12'O.A. A.S. FULL 8 THICK, MAT[HED HEIGHTS M PS I PHOENIX SYLVESTRIS WILD DATE PALM 6' G.W. A.S. FULL & THICK, DIAMOND CUT iRUNK M PR3 7 PHOENIXROEBELENII PYGMYDAiEPALM�TRIPIE) 6-7'O.A. A.S. FULL&iNl(K,iRIPIETRUNK * V SP 4P SABAL PALMETiO (ABBAGE PALM 8', 12', IB' f.T. A.S. SLICK TRUNK, HURRICANE Ni HEAD, SiA6GER HiS. (I/3 EA. SIZE) SHRUBS 8 GROUNOCOVfRS M ANN 160 ANNUALS INSEASON 4-6"POiS 12"0.(. FULL8IHI(K 'V CI[ 7B (HRYSOBALANUS ICACO'RED iIP' RE� iIP COCOPLUM #3,24" O.A. 24" 0.[. FULL & THIfK *V (IH 105 (NRYSOBALANUSI(A(0'HORIZONTAL' HORIZONTAL(O[OPLUM #3,12"X18"SPD. 24"0.(. FULL&iHICK M (RI 10 (RINUM ASIAiINM (RINUM LILY #I5, 36" X 36" A.S. FULL 8 THI(K * V CUV 32 (O((OLOBA UVIFERA SEA GRAPE #3, 24" O.A. 24" O.0 FULL 8 iHICN M CRO 45 (ODIAEUM VARIEGAIUM'MAMMEY' MAMMEY (ROiON #3, 20" O.A. 24" 0.(. FULL 8 THICN V EMI 28 EUPHORBIA MILII'ROSY' (PINK) DWF. [ROWN OF iHORNS #3,12" X 12" 24" 0.[. FULL 8 iHi(K (EXfELSA� M FMI 258 FICUS MICROCARPA'GRN.ISLAND' GREEN ISLAND FI(US #3,12" X 12" 29" O.C. fUIL & iHl(K ' V HNO 227 HAMELIA NOUOSA �WF. FIRFBUSH #3, 24" X 24" 24" 0.(. FULL & THICK *V HDE 30 NELIANiHOS�EBIUS DUNESIINFLOWER #1,6"X8"SPD. 24"O.0 FULLBTHICK M HRS 148 HIBISCUS ROSA'SINENSIS'DOUBLE PFACH' DOUBLE PEA(N HIBIS(US #3, 24" O.A. 24" 0.(. FULL 8 iHl(K ' V IVO 153 ILEX VOMITORIA DWF. YAUPON HOLLY #3,12" l(12" SPD. 24" 0.(. fULL 8 THI(K M ING 93 IXORA'NORAGRANT' PINKIXORA #3,14"O.A. 24"0.(. FULL&iHl(K M 1PA 139 IUNIPERUS(HINENSIS'PARSONII' PARSON'SIUNIPER #3,12"XIB"SPU. 24"0.(. FULL&THICK M NOL 89 NERIUMOLEANDER'CALYPSO' �ARNPINKOLEANDER #7,48"X36"SPD. 36"O.C. FULL&iHICK M PXA 58 PHILODEDRON'XANADU' DWF. PHILODENORON #3,12" X 12" SPD. 24" 0.(. FULL & iHl(K M SAR 60 S(HEFFLERA ARBORICOLA GREEN ARBORI(OLA #3,24" O.A. 24" 0.(. FUII 8 THICK `V SAT T91 CO(OCARPUS ERECiUS'SFRI(FUS' SILVER BUTTONWOOD #3,24" O.A. 24" O.C. FULL 8 THI(K ' ASiERISK DENOTES NATIVE PLANT MATERIAL V INDICATESVERYDROUGHTTOLERANiPLANTMATERIAL M INDI(ATES MODERAiELY DROUGHi TOLERANT VLANi MATERIAL 500: Si.AUGUSiINF'FLORITAM' MUL[H: 3" SHREDDED MELALEU(A MUL(H (OR APPROVED RE[Y[LED MUL(H� TO BE APPLIED TO ALL PLANTING BEDS. IRRIGAiION NOTE: ALL NEW LANDS(APE AREAS SHALL BE RECEIVE 100°,o OVERLAP (OVERAGE FROM A FULLY AUi0MAT1[ IRRIGATION SYSTEM EQUIPPED WITH A RAIN SENSOR. IRRIGATION WATERSOUR(E:NON-POTABIE WELL wo � I —___—'.'—'_ I . I I I �� OLE E1.=825\ �30' ROJJ LANDS�'3WE gUFFER �° '—o.�_�,�_o_— � Y ,o � '� : ra. A �, I x � .o.�o s°° � �. . I I , i I � � u. - .o'�• � � ,�ESro � � - — s 0. � I � 1 � SO' SAFE� T �..�� ♦ 1 i27ANGLES o � '�»� Fo' ��3, 3B ., '�� i i� i I i' i �� i� � I I � I I ' LANDSCAPE NOTES I. ILLRANI NAIEPJALSNLLLBE ROdOA XYMBER I OR BE1RR AS �FFlMfD BY INE UI11510X OF %AMI IMDIISIAI 'GRAD6AXOS�AXOAR05'UIESI Ep/10X. 1. ILLLIMT�S(APESNIILL(OXI00.NIOINENEpIIIRENfMfSOFVILU.GEOFPALYSPPoXG5UM0UEYFLOPMfX1 ptcuuno�s. 3- INELAXOS(APf(OMiPAfIOXSNAllXOINANEAXY5UB5�INIlONS(HAMftSWIiHOUIIXF.IUINaRIiAIIOXOF IME NLLAfE OF PALM SPfOX4S, fNE OWMFA INO IME UNOS(APE AR(NIiE(f. 1. IHEIAMDSGPE[OXINA(IOPSNILLFk19EMiNEYR0IERUPAIXAGEAMO UIIIII'fPUXS4FI0NI0 (ONSINLIION AXD AYOID ALL(DMfI1L15. IHE UIKEUPE (OMIRA(IOR SMILLYFRIF11.kEtOG110M OF UL IIX�FRGPoIIMO IIIILIIIHPPIOR IO COMYEM(IXGW00.C. 5. IHE LAXOSUGf (llXIRACIOR SXALLBERBPONSIBIf FOR ALL FER41I5. 6- ALL IRHS SNALLBE LOGiEO WIIHIX A MUL[N RANIIXG 6E0 WIIN A IUNIMIIM OF IWO �[j IFEI OF (LEAPAM(E IO INE fIY�E Of IME BEU. ]. ALLSODSXALL6f5RX0IAVHRI1MSfCOX�AIIINFLORIIIM(SI.AUlJSPMf500} e. �uifr,�Aiwxsxuie�x�nm�xovovnoxmsoixunoorsxoiea�hroesmurnu�sio�FUnE OFSICNIAIINR�E(IIOMSPIIRL.IANIIOFWGOAOFP.10.1MFXIOfIRAkSPoP1AIlON51GNfIIMEGUIOEIIXFS 9. [IFA4YISIBILIIYSHAll6EMAINIIJXEU6EIMHN IB'AMpB'WIINIXSIG4IYtY&1111IFIAMCIES. IMEX1191 IMfX1Y f00ILGM1 hSIWIlI11RIAM0.FSSNAtLAE P0.011�E0 Al INE IMIfRSE(IIONS WIIM IHE NIBII( PJGNI OF WAY. IN AWIIION, ALL UMOS(A%XGSNILL (ONFORM IO IHE REOIIIREYENIS OF FDOI IMOq 516. 10. ALL UMOSGPE ISlAMDS AM] &OS WILL 9E FAfE OF SNflLROLC ANO (OXSIGI(IIOM �fBR15, GGVAIFD t0 A DEPIM Of )OIM(NF50R 10 (tGM NAl11TS0115 ANO fILIfO WIIN IMf SFE(IFIfD BI.(NFILL NIANRE. I i. ALL PROPOYO LAXDSCAff AREl55NALL PE(FIYf I Wfi 0'hR1AP (OttAAGE F0.0X I FLILY IIliONAiI( IF06AlI0M SYSIfN f0111PPE0 MIIH A RAIX YXSIX6 DEI�(E A((OiDIXG IO NULINDSIAIF COUK. IR%6AilOX WAIEFSNILL BEPIIILEU ROM A Wfll50lR(E. 12 ALLA6GYEGPOIIMOUiIl111F55NILLBFS(PFEN�FROMIIEWOMiXiEFLOESWIIN.INAFfAOPiJAiENIOGE MAIBIIL NN6MI OF RIMI NAI[0AL AI IIMF OF IMSIUfAIIOX SNIIL BE AI IEASI AS IALLAS IME IIIIIIIY BEIXG $(RffM� AMO SXALL BE $PAC� APPROPPJA1flY IM OR�FR i0 PROYIOE COMMEIf 5[RF911XG OF UIIIlI1 WIINIM OYfYEA0.0FIX5tALLA�IOM. 13. AlL I0.EF5 X0� l0(AiFO MI/HIM A 11M05[APE BEUSNALL RKEIIE A 9 5' pA. NUt[H PoMG. I I. ALL FIOIIL AMO XIIISAN(E HGEIAiION SNILL BE fSMOY[U FROM SU91fL1 PROH0.11 P%OR 10 AXI �eanriu�awaueun. Litterick Landscape Architecture 1740 SW Mahin Dawns Blvd. #199 Palm (ity, FI3499U 561-719-3976 lasonLAib77@yohoamm P'� /� � O • ` r�l . ^ �� ` , V / � � o �� cd � 0 w � � � �' � � � Q � � � � loson M.li�lerid, AlA �u000ic�n $[Ole:1" = 30'-0" Oesigned: 1ML Orawn: 1ML Approved: 1ML Dote: 8/6113 landscape Plan �a6no. Revisions: 8/T9/�3 9�6/13 0 IS' 30' 60' 90' 120 SheelNo. sca�e:�"=30' NORTH � � � JOB NO.xz-xxxx PLANT LIST REFER TO SHEET LP-1 FOR PLANT LIST PLANTING DETAILS i�' IAlINKS SNAII NAYE NQ --� S[P.IiE500.t(AFFIN6 � P"%/"W00�91AffS(NIYJ�-� \ [OIIAIIY SPI(FO A0.011XO IAIM� SF(IIPEi0BAt1lXSM 3-10DFAllS, (AFN.AFlFPPIAAiFS�,ItiA.N1p VISUIf iPUX1 FIdPE MAS. IIi" OF XUIfN NIIFIY 6" OF iPIIAN Of YAIM _-� * PIANiIXGNOLfiOBEl�l�1 I iINES iHE DIA. OF ROOiBALL -� PALM PLANTING DETAIL SN0.11B SPPEAU (SPO.) OVEA,1ll NEI6MI OF SH4111(O.A �- VISApIFIRUXKFIPiE- Of�IIIIXAOF 1�1�011�G W -�\ inwn�l-`l`�`��II�III�..I_ _ _ �RI - -II�� ,'. ,�� I- -� i .' �_ FFPlllltF NItN'XIt01G1XllF' � P[91PE(IFIG110!ISWNIIF -III ' III I I BA(MFIIIIXGM/X11VGIlOIF -��.'I-111-TI�11-1��- ��' iREE (AXOPY SPAFAD (SPD.� OIFAIItNF16X10F11EE�0A.) - - FIOIE(1911� BY RIMG iP0Y0S 1 - SIFElBAXpIX6(I"NI�� ~' 3 � 5 M000 BARFXS (t'AI"AId'7 PO A01 Mlll 10 tIFE IMSUIE SIFFI B�M1�IXG IS NOI A1186�X6 A4dINSI1PEF) S lAYF0.S Of 9�F1lP �'1" 1 1 1 NO��B 1[F5�9"k4"FORlA0.GFA POLMS,IF.0.0YR15,�A1FPRlMi) IS' i0.UYK5SNAllN4VFN0 S(AIPFSOPS(AAIIYG MYl[N SE[PLANtIISIlOP IYP(A�OINI[K4E35 YISAIfFi0. A AA U KFl f o 1 7'iALLWAIFX(411iA1NYEY15AU[f0. NAS.IIfOFMUI(HNIIMIXd" �XXO(KOONYFOIIOWIN6VlAX1[S1AYlISNYEXi� OF10.�IIAOfIAFF y�j IAWY IAriN - �_ � ��_�� •. ��: 0.FMOYEiOPI/]OFAUILAP,FFMO'�FRIlPlA511( �� II , - 9lfNflllMlSiUFE LO(AIESI9APlI�GNIINIX -II ��' • � _ SEFSPF(IFIfA�IOXi� Nlll(NF�UNOS(APF9E0 "L � III [OMPAREU M011�0 Ot FERlllliE NIiN'NIl01GAMItF - 3A(XFlll NIIIIV0.E � -� PEPSYE(IFI(AlIO�SWXILf u �- :11111�GSOII BA[KfItLIM6PlAYIINGNOtF � �� 1 I^-�{ "��T-I�II=iTCiil.-�lll-�lll I i � � � PLAHiING HOtf �0 BE I-II7 71MfS iNE 01A OF ROOiBAII TREE PLANTING DETAIL � [ONP0.(II�MO�AUOF 9A[MFltl NIMI�IE FMISIIAGSOII � IMESi 1B SHRUB 8 GROUNDCOVER PLANTING DETAIL O.C. SPA(IXG -SxAIII OR GIOIlAO[OYF0. «. . � OO PERPEAUI(I1LAR (90 PLANT SPAQNG 0.(. SPA(IXG O �° ° 0 0 TRIANGIILAR PLANT SPACING (RE(OMMENDED) PAOYI�FRUIBF0.N05[NXFIF S11APiIXG IS R11A(NFU 141FEE FIIFXO 0111 fAON IAl1Y1( P" 'lANSOA"IRFF S1A.YIX6 YJ! 4R APiA01F11 [UIIAI. YSE f0111UE3I�IIY' � 411T CAI. i0.FFS 5" (AI 00. LA0.GEq SMFII IIIIll2F iXE'PAIM SIAKIX6 UEIlIL' FOR BIA(IA6. IFM. ARFR PtpX1 E51. I Y0. HA. ( h MUL(N(S(EPtRh(lISIFOR lYff AMD INI(NYf55 1 3' �All WAIF0. (OYfAIXMEXt SAII(ER (NNOCI(�OMNiOLLpWI�GPIAFIESI�YLISITYf.Vi� IANX � qFMOVf lOP I�l OF AUAIAP, FFMOYi Alt PLASlIf BA(Milll MIYIIIAF (SFF SPE(Ifl(AlIOYS� (OMPA(IFO MOIIXD OF PLANTING SPECIFICATIONS I.5(OPE OF WOAM IAXOS(APf (OXI0.A(i WOAK IX(LUOfS, lUi IS ROi lIAV7FD 70, SOII PAEPAYAiION, flNf OR FINISH GAADIFG, FIIANISNIXG 0.N0IXS7ALlIXG PIANi MAIFAIAI, WAIEAIXG, AAMING, GIIYIMG AXO MOl[HIMG. ALL lAYOA AMO MA7EPIAL FOA SOIL AMEN�MFNIS ANO ffA71lIIER iHAi IS AEOYII[O IO INSUPE INE SYf(FSSNL FSIAllISNMEXI AN� SUAYIVAI OF iNE IPOPOSfO YEGEiA�ION, AS W[ll AS Alt INE (O57 FOA �NE PfM�YRI OF UMSIIIiABIE aR E1(f55 8A(KFlLL MRIERICL, SNALL 9E IN[lll�F� IN INE (OMiAA(�011'S BIO IO PEflFONM 7NE WOAK 0.EPRESfMIEU IN INIS PIAN SfI. 2 OUAIIII ASSUAAN(E LANOSfAPf (ONIRAfiOA NUSI9E AE6ULARLY EN6AGf01X1NE IMSIALLAIIUN OF IIYING PLAl1I MAiENIAL LA90A fiENi SHALL BF (OMIAOLLFU AXO OIAf(7ED B1 A lA6DS(APE fOAEMAM WfLL YFASfD IN 1AN05[APE INSiALLAilOY, PtpNi MAIERIAlS, 0.EAOIXG PLAXS AXO f00R�IMA710N YEiX'EEX INE 109 AXD FUASfAY. 7N[ LAIiDS(APf (ONIRAf70A AM010.1IGA71�M (ONiAA(�00. SHALL REVIFW LAYOOi AXO S[NfOULING PRIOA i01N57AlLAiIUN OF NAiEAIAL NINOR AOJ�SIMEXI 1011AIGAiION 061GX MAY Bf MA�E IN NESPONSF i0 iNE NfEOS OF SPF(IFI( PLANi M4IE0.1AL. INE LAXOS(AFE A0.CHIiE(� NUS� 8E XOiIFIE� OF SU(H (MAXGES. 3.MA7FAIALI PIANI SIlE ANO �IIAl17Y FLAX�SPE(IES AND SIZES SHALL [OYFOIM i0 iNOSE IH�I[AIED OM IHE DRAWIAGS, XOMEXCLAlU0.E SNpIL fOXF0iM10 SiRti�A4U PtANI XANf5,19/P EOIIION. All XURSFAY 510(I( SNALL BE IN A((OAOAX(F WIiN 6RA�fS ANO SIANUA¢OS FOR M1ORSE0.Y PLANiS PAYIS 181L IAIfA f�I710N PUBlISHEU BI INE FLOIIOA UFPARIMFXi OF AGII(II W AE AND C4NS�MER SFAYI(E5, IIXlESS SPE[IFlEU OIHENWISF. ALL PIAXIi SHRLL 6f FLONI�A GPAOE NYMBE0.1 01 BETIEF AS UfiEBMINE� Bl' iNE FLQNIOA OIYISIOX OF PLAXI IX�US70.Y. IIGHILY KMII PLdNi, SO iRAINE� 01 FAVOAEO IN IIS OEYfLOPXEX11NAi FI¢S� APIFAiANf E IS IIA�UFSiIOXAeLf AN� II IS OIIISIAXOIAGLY SUPERIOA IY FOIN,NIIMBFP OF BRAF(HES, (ONICC1Ff5S CN� SYkA�1IlY. All PlANIS SNAIL B[ FAfSNIY DO6, SOIIN�, NfAL7NY, H60d0U5, WEtl91dH(NEO AXO F0.FE OF �ISEASF AXO INSFR fG4S AFD IAAVAE 1MD SNAIL NAYE AOfOUAIf AOOI SYSiEMS. 7REES AMO PAIMS FOR PLAXIING 0.0W5 SNAtI BF UNIFOIM IM SIlE AXO SNAPE. All NAi[0.1AL5 SNAII BE SIIBIE[i i0 AP?AO'JAL BY INf IAXUi(APE A0.fHIIE[I. INF PIANIS FUfNISHEO SXALL BE NOiMAI FOR iNE YANIRY ANO fL0Al0A M1�MIER I. PlAX1S SNALL 6E PRUXEO PA100. 70 OELIY[RY ONIY IIPONINFAPPNOYALOFiHEtANOSUPFA4CNI�EO. ALLPlANI55NALLBEFAFEOF'NEFOSaFAhYO�NEPOBIf(i104AB1F YEGEiA1lOM All (OMIAIMER WOWX MAiFAIAL SN0.11 Bf HEAl7NY, VIGOAOUS, WEL4RQO7E0 PlAH7S AXO ES7ABLISH[U IN iNf COXiAINFR IM NNI(H iHEY APE SOlO. INE 7lAlIIS SNAIL NAVf lOPS OF 600D �IIAIIIY CND Bf IN A HFAIIHY GROKI�G fON�IlIOF. CaNIAIMF4 GIOIYM PlAXI55NALL HAVE A DEYFIOPfU 0.00i 510.0(I09F SO INAI iNE AOOI NASS SiAYS IN lA(I NHEN 0.fN0YE0 f0.0M (ONiAIN[P. IN AO (ASF SNALL INf PIAN� (ONiAIX (10.(LING R�OiS M1U0. Bf 0.007-AOUXO. DIIAN�IIIFS ALl DOANIIIIES IIiDI(A1E0 OM IHf PIANI LIS7 AAE IN7EXDEU AS A GUIOf F�X iNE 9100ER5 AXU OOES XOi NELIEYF IHE BI�O[P Of NIS WESPOMSIIIIIII I0 00 R(ONP0.ENENSIYF PIANi iARE OFf. SHAIt A OBf9fPAN(Y O((YA BRWFEN iNE BI��ER'S IAMf OFF 0.X iNf PlA4I LIS7 OOAX717Y, iNE 1171�5(APE AN(NIIf(I IS IO BE XOIIREO F01(UPIFl(AiIUN PAIOR IO IHE SUBMISSIUN OF iNE fi10. MUL(N MUL(N SHAIt BE A SNIEODEU VAAIf7Y AS SPF(IFIFU IX 7NE PtAMI lISI. ALL MOl(N IS i0 BF APPIIEU i0 A UEPIN OF J' FN(fPi FOR IHOSE SPE(IFI( SIIOT110NS SHOMN BELOW IN SF(II4N 1 ANO IN PIAN�ING DEIAIIS. FFAiILIlEA fFA7142FA IF BA(KFltL MIXIII0.f F�A ALL VLANiS SHALL (OXSIS7 OF'MRUAGANRE' ARIVAIFO SW UGF MI%ED WI7N 7NF BA(NFlLI AI A 0.AiE OF A'Oi IESS iNAN 50 LBS. PG (III I( YANU. FFPiILRfRFORiAEE5ANO5H0.Y8SNAYBfiABlfiF00.MORGAANIIIAM. GAAX UTAA fEA71lRE9 SNALI BE ONIFOAY IX fOMFOSIiI�N.OAY AXU F0.FFFlON1XG. INIS FE0.71LIZfR SN1LL BE OELIVEPEO 70 7NE SIIE IX 1HE OAI6INAL IIXOPEMED BAGS, EA(H IEAAING 7HE MANIIFA(711iEA'S S�A7EMENi OF ANAl131S. FEAIIIIIF ALl NEW PLRNIINCS PEA AAIES SHOWN BEIOW: 7RfE5: FFAi(IIF XE�' i0.EE5 WIIN'MIlOAGAMIIE' A� iHE FOLLONING AAIES� �B'RN�SMALLFA: 7-/1A3. � B'-IS IALL: 4�61AS. � 17' AXU TAlF9: 6-B IBS. (3 NPS = I LB � SHIYBS: FFR7ILIIE NEW SNPIIBS AXD AUENiS WI7N'AUlOAGAXIIE' Ai iHf FULLOWING RA7ES: �4�6"POiS: �fUP �IGAI.� �(UP �3GAL: I(YP �I.IOGAI.� 7NP3 �ISGAL.AliOGAEAiF0.� 7(UPS PAfM I0.EE5�. fEAiIl12E NEW FFIM IAEFS NI7N A"PALN SPE(IAl" FER71tIZEA IN SLO�Y REIEASE FOFN. fEAiIIIZER SNALL fOXIAIN AX AOUIiIQXAL Mq6NES10M AXO MI(R0.YOIPIENI ANEN�MEMI SOII PLANIINGSOIlSHALLBESAX�YlOAMAXOSNALL(ONiANA25� kfiM M M Y i ,5 I I � A OONIOFDEfO.POSE00PGANICMAREP. PIAXIINGS0I�SHItLBEFR[FOF(1AY570FES7lIX7SF00S X I A OD7NE9FO0.EIGNWiFPIALSWHICNMIGNI6FA HIX�RAX(EIOPlAM71FG01E0.AIlOM54RBFUE7FIXFX7AL 0 I GOODPLAN76AOM'IH.SOIISNRllOEUEtIYEAF01NAL00SE FPI4BlE (OX�IIIOM ANO APFIIEU IN A((O0.0AN(f IYIIH �NF PLPMIING SPE(IFlfAIl0A5. 0.Ll SN1U15, IPEES ANO G0.40N0 [OYER WILI NAVE INPAOYED SOIL AS PEA PlAX71XG SOiI NOIES. �NE SOILS SIIALI BE PlA(E� IN iNE HOLE OUtlX6 PLAXIING. i0P U0.ESSING OALY IS NOi A'[[EPiA6lF. �0 N0� ALLOX AIN P�(KE�S 10 fOPN NNEN BA(RFltIIXG. ALL IAFE$ SNRLL 9E SVII(FD IN NIl1iIMG WAIEA Ati0 A IPEE BAR. WAiEA WA1EA FOH PLANIING WILL 9F AVAILABIE A1 iNE AIE AND WIIL Bf PRUVIOfD BY iHE OWNFN_ IANOS[APE (ONIflACIOR SHALL NOi ASSUNf IHAi INE IA0.IGAIION SYSif11 WILL AF OPfNAiIONAL AI7HE iIME OF PLANiIXG. li IS 7NE AESPOMSIBILI�Y OF 7NE LANO$(AiE (pkiAA(i0p i0 PIIOYIOE Al6IHE Nf0UI1E0 WA1ER NE(FSSApY 70 MAl1iIAIN INf PLANI MAIEAIGI IN A HFAIIHY GAUWIXG fON01IlOM INE WAI(RIMG MAY IN(LU�E OfEP WA1EAlAG OF 7PFF5 0.X7 iHE WA7EAIMG OF SNPUT AXU G100ND (OYf0. A9FA5. ANY PIANi MAiE0.1AlS INA7 OIE 00. iNAI AGE NOi IN A NfAIINY GROriIXG (OX�IIION �IIEiOIACN OF WAIER SHdLL BE RfPIA[FO BY 7NE l0.NDS(APE (OX7RAfi01 Ai M� A�OIiIOMAI [OSi i0 7NE 0'tlNlR. 4. ENENiIOX HElO LIOWM (AEFS ANO PALNS PIEYIOIISLY ROOi P0.UMEU SNALL OBIAI�' A AOOi BALL WIIN S11FFl(I[NI ROO7S FOP COMiI!IIIEO GAONTH WIIHOIII Af511liING SHO(N. (OM7RA(IO0.5NAlLXQIMAANORS[A4i0.UNKINANYFA5NI0N. PlAXIS SNAtL 9E WAiFAEO AS NE(ESSA0.Y OA WIININ M NOUIS AFIER NOiIFl(AIIQM BY 1NE LANOS(APE A0.(HIIF(I. 7NF LOUilOhS aF PlAMiS, AS SNONN IN 7HFSE PLANf, ARE APPROXINA7E. IHE FIFAL LOUilORS kAY BE AOIUSIEO i0 A((OMMOOAIF UAFOIESEfM FlElO (OX�I�IONS. N4100. AOJUSiNENIf �0 iNf lAYOUi AYE i0 BE APP0.0YE0 BY 7NE 1AX05[APE AP(NIIE(I. ALL flASll( FABPI( SNdIL 8E AFNOY[U FAON PIAMI MAIERIAL Ai iIME OF IXSiALLA710X All iREES MUfI BE S7AI(EO AS SNOWN ON iNF PLAMIING OEIAILS WI7NIN 11 N000.S OF PlpX71AG. SIAKES IO AEXAIh FOi A MINIMUM OF 9 MONINS, AIII NO IONGFA 1NAF IB MOFINS. (OX7AA(I00.1S AFSPUNSIlLE PoA MAIN1fMRX(E ANO PEMOVAL OF �HESIAMES. ALL iREES MUSI BE PAIINEU AS iFR IAXOS(APE AY(NIIE(�'S �WFOIUN. SABAL PAIMt RAY Bf HIIPAI(ANE N�. ALL SMIWS, IAEES ANO G0.011N0 (OYER WILI NAVE INPAOYfO SOIL AS PfR PIAX�IXG SOIL N�IfS INf SOIlS SHALL 9E PlA(EU IN 7Nf NOIE DOIIXG FLANIINL. i0P OAESfIMG OALY IS X07 All[PIABIE. UO XOi ALLON All PO(I(EIS i0 FO0.N NNEN BACNFILLING. ALL IAEES SNAll9F SPIKFO IN IIII4EIN6 WAiER A5D A 7REE BAR. AFlER FINAL SEIIIING OF 9ALLE0 GXO 9VilAPEU PIAN�S, IOOSEM f UALAP WIIAPPIFG ExY0SIN6IHF IOP OF IHE NOOiBlLL, lEAYIMG INF BAIL IIXBIIONEN. AFMOYf E%[F55 ANOIINfS OF BII0.LAP IO FIININAiE VOIUS WNI[N MAY AF UUSED UPOM UE(OMPOA710N. CONiAINFB GROWX PtAN7S SH0.Ll, WHFX �FLIYEAFO, SHAIL NAYE SUFFl[I[XCY G10WIN i0 NOtD EA9IN INiA[i WNFN 0.FNOYEOFAOM(UXIAIXERANOSNALLNOIBfP00IA011X0. Pli1N�PIISFOR(OXiAINEBMAI(PIALSSHAILBfFORYfOFLAi OM iHE BOlION 10 AYOIU AI4 PO(NE�S AI 7NE BOlION OF P00� BA115 AN� (OXIAIXEFS SNALL BE AEMOY[U (AAEFULLY IO P0.EYEX10I.MAGE i0 iNE PLAXI pA AOOI SYSIEMS. IESi iAEf PIiS WIiN WAIFf 6FFO0.E PLAXiIXG i0 ASSIIPF PAOPFB �IAIMAGE P[M(0lAIIOX IS AYAILAYLF. PI�S WHI(H A0.F FUUNU XOI i0 BE AOf011AIFtY ORNMIXG SNAIL BE EXGVAiE0I01 A O[PIN SUFFl(IfNI FOA ORAINAGE AXU BAIXFlLLIN6 WIiN GRAVfl01(AUSHFO HO(K. XO AIIOWAX[ES NILL 8E MA�E FOF tOS7 PlAXIS �IIE IO INPAOPFA D0.AINA6E. 11P1171NG IFO PAEPpNAIIOM AlL VLAN71N6 BEUS SXAIL 6E PAOP[ILY PAEFAYEU PAIOR IO 7Nf COMNEN(EMEXi OF 0.MY YLAX11fiG. PIANIIXG AffAS, xau�nciaxr ea I I f5 ILBEFREEUFALLMEfOSANOM1IIISAX(EVFGflA710M.IFiONPEDOGRASSFANINNAEPfNS SFPFSFM7 � �I OR EX[OIIXIE0.[0 �UAIFG PIAMIING, IHF LANOS(APE (ONiPA[�OR SHALL SIOP A4 PUMIING UX71L I7 fAX Bf UFMOMS7WAiE0 �H411I N45 BEfX COkPlE/ELY AFNOYEO ON EPA�IlARO.INFRE SMAII AE NO FN(EP�IOXS IO 1NI$ P0.0YISION. ALL IANOS(APF ISLAXOS AX� BE05 WILL 9E FAEE OF SHEII AO(N ANO (ONSI0.11CIION Of8115 AKO WILL BE FXCqYqiEOlO A UfPlH OF 701NCNES OR IO (IEAN, NA71Yf Sall AXD FIIIFD WIiN fNE SPF(IfIED BAfKFILL MISN0.E. PtANIIXGiXEfi ES(AVAIE PI� AS 4ER PLAN71X6 OHAILS. (OMPA(7lAY[W OF 70750111Y PI7 WI�H A SlI6HILY OISNEO LPAOE i0 fEMlfk. 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Rerisbns: 81�113 landscape Specifications & Planting Details �� PALM PLANTING DETAIL ' _ _ ' ' ' ' ' �'____-'__ � � � i , � �--�-----------------� sao' � � ? �� a � �� wz� 7 N LL 29 IX N�OOD FEf�CE 0 �TO REMAifV _ � ��,..: _� ��; � �-� --_ '� � ce i� � i � i� � \�� I ; I / �� 1 � o i � 3p � � , PROPOSED N �� q� � ;i I � 2-STORY N :� DORMITORY � � F.F.E. = 10.4' IX. iREE LEGEND ' o'y � i� �F =ARECA PALM I S � �i( I � R � � =CARROTWOOD I ___-__-__-__ � I ROOPLINE ; � =FICUS TREE i 'R I � =GUMBO LIMBO !� �5.0' �h, Q =JA�A 815HOP I 5'PER[MEfER� � =MANGO TREE I �� =OAK iREE I 30 � =PINE TREE i ,� =POINCIANA � =QUEEN PALM I � =SAND PINE I � =SABAL PALM �'_-____' 6°°_'-"-____' xeuw 31 � �� ' � b � �► 32 WEST LINE, N.E. QUARTER SECTION 25/40/42 .__-_'_' -"-"-"-"-__-'_' 500'28'07"E 1320' IAND USE: RESIDENTLY ZONING: R-2 �� IX, CONCREfE WALI. IX. CHAINISNK FENCE TO REMAIN 5' PERIMEfER � TYP• IAfVDSCAPE BUFFER ,-.. ___. . ,... . . .:., _- . .. . •, � `OO:Z. O � R . �.. .- . : , ..., TO aen�nin _ .., b " _ _ . :,, . . . _ ..: W��o.o� ��R..�,.�r�,.�,. �...,,.,,,� ° ,.�.,, .� �,.,..r�,,.,�._��....,..� �....�.,�� ------------ --------- �- -- ------ ----- � , OPEN SPACE � 1 � � O s I I �g� � 1-STORY ��' � n I s waix = I i P 0 S � � (D) � � 1�STORY � \ � lo I � � s 2. ANG, 'llf � � V -= � -^-° � 10 �� •� HIGH CHAIN-I]NK • - FQVCE, TYR i I� I 33 I SITE DATA NAME OF PRO]ECf HANNAHS HOME OF SOUfH ROIRDA pp�QryG DATA PROPER7YCOHIROLNUMBER 60-02-90-25-00-000-1190 �� IAND USE DESIGNATION RESIDENTIAL ZONIN� DISfRICf R-1 - PRE-SCF100L � DAYC/1RE (ENTER 4 SPACES NUMBER OF S70RIES 1� 2 �Z SP•/3 TEACHERS & EMPLOYEES PLUS 1 SP./8 RIPILS) TOTAL SIiE AREA (126,611.39 SF.) 2.91 AC 3 TFACHERS 8 3 ADMIN. STAFF - ADULT CONGREGAiE FAQIiflES BUILDING DATA (2 SP./DWELLING UNI� �QSIING BUILDIN6 4,118 SF DORM. B,C,D,E (8 UNITS) 16 SPACES NEWDORMADDIfION 1,4565F DORM.'A'(4UNIfS) BSPACES NEW NURSERY ADDIfION 976 SF (TOT. 13 BEDS/3 BEDS PER UNIn PROPOSEDDORMIfORY-A 10,0005F PROPOSED DORMIfORY - B 2.146 SF - GRE TAKER RESIDENT 2 SPACES PROPOSEDWRr4TORY-C 2,146SF (25P./DWELLINGUNI� PROPOSED �ORMIfORY - D 2,196 SF - HpryDICAP SPACES pruwoeo m roru) 1 PROPOSED DORMIfORY - E 2,146 SF CHAPEL 38q SF TOTAL REQUlRED: 30 SPACES CARE TAI�RS RES30ENCE 2� SF TOTAL PROVIDED: 35 SPACES TOTAL SQUARE FOOTAGE 27�518 SF Fra o.zz MA7(. BIDG. Hf.: 2-S�ORiES/30' FOR MAIN BLDGS. LAND USE ss ,�c a�, BUILDING LOT COVERAGE 27,988 0.643 22.106% . VEHIQIIARUSEAREA 26,161 0.601 20.663% OPEN SPACE 72,462 1.663 57.232% TOTAL 126,611 ].91 100.00^h LOTCOVERAGE IMPERVIOUSAREA sr ac 56 BUILDING LOT COVERAGE 27,988 0.643 22.106% VEHIQ1lARUSEAREA 26,161 0.601 20.663% SIDEWALKS/CURBS/MISC. 13,066 0.300 10336% TOTALIMPERVIOUSAREA 67,235 SS4 57.10% PERV[OUSAREA sF �c % INTERIOR GREENSPACE 50,893 1.17 41.20% LANDSCAPE BUFFER 8.463 19 6J0% TOTALVERVIOUSARFA 59,376 1.36 47.90% TOTAL SIiE ARFA 126,611 2.91 100.00% � GAZEBO,iYP. ORSIMILNRStIUKNRE � I °rE" sv"cE �P o s � O (C) � � 1-STORY � I I :: _ � ( � ROPOSED � (E) � 1 �� - ppp S �� T � ORY � � � I � � �' WIDE � 9.5' SIDEWALI(,TYP. �._ __ � "'�-�-�_� �- YY = WI - 5' PERIMEfER LAfiDSCAPE BUFFER 34 TlP. �iY I � � � w I � 3� wauc � � � F.P.L I N TRANSFORAIER � °^° I .. .. 1�IAElER PANEL . .�y -----------------z�. ------ 5'PERIMEfQt WiDSCl�PE BUFFER �PROP.S' WIDE WPI.KING PATH NOT INCLUDED PERIMEfER NDSCAPE BUFfER i li 1 '.a" / .~ �,I LJ __ __ _.: .� q 4" CLFAN-i �� I No ' �o7"W 150.00' p a�rae�x•,r. � NEW DORM cur � �-. �. �-� 6�HIGF1 f71A aoomon e� ; 4 ! uriu�rnsr �� nce, Tvr. PHASEI iasssFQ' sHe _ EXISTING F.F.E. = 30.4' ` - � - - __ S-STORY DUMP5�ER, TYP. BUILDING OPEN DRYRETENTION ��TA�� 4,118 5F. �coveaeo Enrnr aes�oer� � NURSERY 2,000 SF. COVEREDENTRV ADDITION -----_ _ � 976 SF F.F.E. = 10.4' .F.E. = 30.4' F T y'gl,�{ ,;,,_ r _ ss _ , ' � .,.....,,. 5 _ ss � -""ti " r i��----� , '-- '� � \� .�iNIGF �.�� w m � ro � HIViO/R - T�TE �� MEDIAN �,�,,,�. � ♦ - - _ - - - _ _ � - - _ - Lomrrvaa�� 35 I LAND USE: RES[DEfVTIAL ZONING: R-1 SIqGLE FAMLLY RESIDENTS 38 PROPERTY DEVELOPMENT REGULATIONS PROPERN DEVELOPMENTREGULATIONS ZONING MINIMUMLOTDIMENSIONS B � MIN.BLDG.SETBACKS DISTRICT FAR COVER ORPOD SIZE IMDTH DEPTH FRONT 31DE CORNE REAR RE�UIRED R-1 B S� 75' N/A WA N/A 25' 7.5' 20' 20' PROVIDED R-1 2.90AC 240.0' S90.0' 0.22 22.1% 25' 8.0' WA 30' � N S ��GAlES.lYP.� � s.o� �. m -.' .'��'y ° KNOXBOX MONUMENT - - vu rr ru - xw � .. ; -,,.�� - - ,r.�-.�� _ �,��.._-_ M E%. 7REE5 TO ftEMAIN ; 37 � i I I I �, i !, � ; z I I '� I I � � I- -_' � _ T -- - I ; � � I I _ I I , i I . � � �„�. I uMWOLE EL �825\: � 10' ROiN '� UWD�f'APE NUFFER a+e- I o/M-axe- r w.S� w.o� 30 0' o z � � o p p �I ,� �� o � w =� °` � __,� 6� W 3�w _ Z � � ul� �. ��, J � � � � l� �� O � � I io� sa�' sicrir,', � � rwnr�s _. , I �' m. i j I i I ',. i � I � i _ ._ I � i i � �. � . �.. ii 38 i i � I ii i� 5' L.A.E. (P.B. 46. PG.-�}�-� I .. . I � _ 1 ' ' ' I �� 1 __ ____ Litterick Landscape Architecture 2740 SW Mortin Oowns Blvd. #199 Pnlm (ity, FI 34990 561-719-3876 JasonLAl671@yuhao.com � � V �� _ O z os� •� '� z � ` VJ J�..� � � � � � � u � � ^ s lWsmpNtWMOfA�[xd � � F�I i-�+ � � � H � � � � N � 1nwY.l'muidRLA nA000167n Scale:l" = 30' Designed: 1ML Umwn: JML Appoved: 1ML Dale: 8/6/13 S i t e P I a n Rerlsiais: 8/Y9/13 9/b/13 0 IS' 30' 60' 90' 110 Sheet Xo. s�oia:t"=ao' NORTH "� � JOB N0. xx-xxxx LOCATION MAP copyright � 2070 . Q a� PRELIMINARY ENGINEERING � � M PAVING, GRADING, & DRAINAGE AND WATER & SEWER IMPROVEMENTS O z Q J FOR = � � � j � HANNAH' Z°� S HOM E �F S4UTH FLORI DA =� Q�W PALM BEACH COUNTY FLORIDA = ° � W VILLAGE OF TEQUESTA ° ~ � U Z � c � � � � � o� °�N wzr�i �� o PROPERTYOWNER: HANNAH HOME OF SOUTH FLORIDA w u� ch �� z 4390 COUNN LINE ROAD Z C J� OD � TE�UESTA, FL33469 INDEX OF SHEETS �� LL L N C 561.805J660 � � Z > m �� d d W a N ro� U CONTACT: DAVID DREYER p p g > d o 0 o � �' � w� o SHEET No. DESCRIPTION a`� � a o CU � o � 'a COUNTY LINE ROAD =�- m� m f COV COVER SHEET � a ��E a� SI're C.1 STORM WATER POLUTION PREVENTION PLAN �� 'm �° W � S ITE w C.2 PAVING, GRADING AND DRAINAGE PLAN Y W TEQUESTA DRNE p � Q C.3 PAVING, GRADING AND DRAINAGE DETAILS � � C.4 WATER AND SEWER PLAN RIVERSIDE DRIVE ¢ _ a � C.5 WATER AND SEWER DETAILS INDIANTOWN ROAD C.6 WATER AND SEWER DETAILS C.7 WATER AND SEWER DETAILS z 0 � a ¢ ti LOCATION MAP z N.T.S. � SEC.25 TWP.40S RGE.42E � PREPARED BY: a 0 0 � MIKE GUINAUGH ENGINEER/NG, INC. � g a 6021180TH AVE. NORTH � � o� LOXAHATCHEE, FL 33470 = a �� Phone: 561.248.5577 - Fax 561.790.4101 ��WN �T mikeguinaugh@belisouth.net DESIGNED � CALL BEFORE YOU DIG ISSUE DATE ��_ � PROJECT No. 121215 � � $iio;'�`�2.�„o COVER , I copyright � 2070 y �' a � N�oEO iou�� u� suar�oa�i 3' 4 STEEL Oft PpNpING HT, o(NILrm HT - S� YqOD POST Q FlLTQt FABRIC § v v v�/ W Z L o oa�"si� y � �— R�+�F GRAPHIC SCALE � +x�L smE a aosr Z Q 7 _ �/ �/ �—_ � ', /\�� Z �j •. // � 0 � � � \. � d' R� I `� �/ 4'�s' mu+ca+ �� f in eaae ) ~ Z W C 10 R MAX SPAqNG M11H W COIIPACIED �� 1 inOh � 9U }G � �� C' I NIRE SUPPORT FENCE BACI(FlLL LOCATION MAP /��/��/��\� �/�\��\�// �� STANDARD DETAIL �ALTERNATE DETAIL �i O J O J Q N.T.& \�I\� � iRENqI Y.iIH NATVE BACKFlLL �[ryCH N1Ti CRA�EL SEC.25 TNP,40S RGE.42E 9 � i� az =�� NOTES I � O � Z O 1. MlSPECT NU FEPAtlt fQICE AFIEN EAqI STqtY E1ENT AND HEYOYE SE09V,NT YiIEN NECESSNtY. 2. RE40YED SEDWENi SINJ. BE UEPOSIIEU I �� T O� TO AN AREA iNAT WLL NOT CONiRIBUIE I� �� SEDWENT OFF-$ITE AN� CAN BE PERYANENTIY FY srnauao. T \ � _ � 3. 9lT FENCE SHALL BE PLpCEp ON AOPE CONIWRS ttl Y0.tlWZE PplqNG 6FlqENGY. / 6. PIAH IX�ETYPE ____�____�____y SILT FENCS DETAIL � I I � I I I I �� Q�� I � �'d I�� II I �� O �� u �� ... 23' U E. I I I � I � I . . — — '-_ T — — — — — — �— — — — — — -t.-. — — — — . ._, . -.� — — — — — — .. . • _ _ _ 2 — — — — — — — — — — — 'b — — — — — — —��— — EX. 4" C900 FM - — — I _ -I U q ,0. q.k.*: — — — � — — e$ — — �_ — . x ,� _ —" � — � p — �� _ _ �" — — — — — EX. 6" C900 WM I 'O°'I � I I Z C � 3 _ —x � � � 0 � $_ � � ( � � C� �„ � S SF SF �-SF��F S � � m I X X I I Z t t., O 7 �p .. _ 0' . . .. x R' Of � p� I - � I I N I � W Z �� L� � . . " ' x � O � � ry� �i�i � z =j�� I � 1 " -7 -_- 1i 9`.�'�,� ... ._. .`� ._ . I 6 � N LL .0 N �__-_ � S $, �, i Z ) �N � I i i ? � x �� --a NOT INCLUDED n "" p T I I I I EX. SAN MH W Q �� c� I I � �� 6 I RIM=9.78 = L L C � J j 9 � j � . 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'S - --- - . . ._ _ �.. �-. T `r . . � . . _ . �' I I I a x I I' �+-' '; -t. . - _ � } �-i a � . -- -- �— --°---- — - _ _ _ . , �. - �� .. _ ��. . . � � \ \` _ ___ � _ _ �"- 1 _ _ __ 1 ' f o �.- - . � - _ _ -_ _ _ _ � - -- -- - I I I ; . -- � . . . � _- -- - � -- - -- -- -- - - � � � 0y .,�� o z no _ .__. __ ._. __ _ __ _ __.. _ _ . . - __-- sH ._. .. _. J._ 1�� I '. ,�'h ..__ � . — �. — $� ' t � :��., �i x '`� � � �s _ _ d �s � - = �` _ _ �.�' - d ds I , b $ , y ti� � � - x _ ' _ % .�0� . F ,�. X 1ry ,� X ... %,,y __ . %1,, . x°'6 k .. �. I � I I I I I I .. � . . 1ry0 . .. . . 1p. 31 32 33 34 35 38 37 38 I I � I I I , . - _ . . . , i -I . . 9 1� � I 61 a � .. ,._ _' _ I � ' � � � z = F STIXd IX2NNFGE R(MTItN: TUR&DIiY 6VtPoQt � I I U' � I � � NOTES: %� mGE OF WAmt W a 1. AI.L STatM $EWER MLET GRATES TO BE COVERED H77H FILTER FABRIC DURING CONSTRUCTION. $qNITARY � U� � �� MANHOLE � � ° 2. CIXJTRACTOR SHALL PUT INTO PLACE SUCH lEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLANS. THESE FlUEN FMiIC MEASURES SHALL BE INSPECTED AN� EVALUATED OURING CONSTRUCTION OPERAiION FOR 7HEIR EFFEC7IVENE55 IN PREVENTING E L.= 8. 21 I E R O S I O N M A T E R I A L A N D S E D I M E N T F R O M D I S C H A R G I N G F R O M i H E W O R K A R EA. I F REQUIRED. AND AS DIRECTED BY THE CITY DRAWN &j INSPECTOR, ADDI710NAL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSi17UTED AND INSTALLED. ALL BEST MANAGEMENT I PRAC710E5 ITEMS (EG. SILT FENCE, CONSTRUCTION EN7RANCES, ETC.) SHALI BE IN CIN�lFORMANCE WITH THE FDOT DESIGN STANDARDS , 2010 EDITION. I DESIGNED MUG 3. EROSION AND SEDIMENT CON7ROL MEASURES SHALL BE IN PLACE PRIOR TO EARTHMOVING ACTINTIES. ADDI710NA1 EROSION AND �� SEDIMENT CONTROL MEASURES MAY BE REQUIRED. THE CON7RACTOR SHALL MAINTA�N A LOG OF CHANGES TO THE EROSION AND ANCHqi I CALLBEFOREYOUDIG ISSUE DATE ��_ SEDIMENT CON7ROL MEASURES INSTALLED OR REMOVED FROM THE SITE. A NPDES GENERAL NOI �PERMI7 FOR CONSTRUCTIqJ ACTIVITIES SHAtL BE OBTAINED FOR THE CONS7RUC710N ACTINTIES PROPOSED IN THESE PLANS AND 7HE CINJ7RACTOR SHALL MAINTAIN INSPECTIIXJ RECORDS IN ACCORDANCE N1TH THE NPDES PERMIT REQUIRQAENTS. � I � PR0.IECT No. �p7p�5 4. CIXVIRACTOR SHALL USE ALL PRACTICPL AIEANS EIIMINATE 7HE DISPERSAI OF UNCONFlNED PARTICl1LATE MATiER FROM THE PRO�ECT ONTO TURBIDITY BARRIER INLET PROTECTION � ADJACENT SIlES. CARE SHALL BE TAKEN DURING CONS7RUCTION TO ENSURE SqLS ARE NOT TRACKED ONTO CWNT7 LINE ROAD. IN THE EVENT N.TS. � � � C. � 7HAT SqLS ARE 7RACKEO lEH CONTRACTOR SHALL TAKE IMMEDIATE STEPS TO BROqA OR WASH 7HE SqL OFF THE PA�EMENT AND RENRN IT TO N.T.S. ,6 e . ,.. .,. . hIE SIIE 7AKING ALL REASONABLE PRECAU7IIXJS TO PREVENT OFFSITE DISCHARGES INTO €%IS71NG DRAINAGE SYSTEAIS. °j 811 or 800 � 432�4770 - I copyright O 2010 e $ � Z Q J ' s� � LEGEND a � STORM DRAINAGE S7RUCTURE TABLE -'-+�----'-_ PROPOSEO WATER MNN W/ G4TE VAIVE W Q � STRUCTURE PIPE rn O � V � SlRUCNRE S2E ttPE LENGIH SLOPE � NUYBER TYPE PoM ELEI: INVERT (INI (FfJ (S) �"_ '__ -_- PROPOSEO HYDRANT ASSEMBLY WI G4TE VALVE „y CS�1 °C" 4.25 75 HDPE O.00.L �SP7t2 BA�TERIOLOCICPL SVIPLING POIM L w M CB/2 "C' 4.25 15 HOVE O.00X 5 Z � � LOCATION MAP CBJ}3 "C" 4.25 75 HDPE 0.006 � �ESE FlRE DEPARIAIFM CoNNECnoN .y�' 4 L Q x.r.s. O J d GRAPHIC SCALE 9 � �i SEC.25 TWP.JOS RGE.42E CB9 �C� 4.25 W. 1.75 E. 1S HDPE O.00S C.O. T � o _ ..... ...... ..... . SEWER SERVICE IAlERP1 WRH CLEAN OUT �, c., i I � y� L{� CB�S "C 4.25 N.S. iJ5 W. 15 HppE O.pp,y � ,: - '• ,-. CB�B "C" 4.25 1 S HDPE 0.00% � _. ... .. SANRAflY SEWER lME WITH IAPNHOLE O� '^ O_ C6�7 "C" 4.25 N.S. 7.25 W. 15 HDPE O.00R � � p �. ) I � VJ �� CB�B MES 7.25 � � 1 inch � 90 tt T - S70RA1 DRP1N PIPE � y X 19�� IXISTING ELEVATION Q � O � 2 ��I� i i�1 i � Q�w �� I �� = ow II I I � �Iz-, Z MF- �� i� �� a � . . �-' . � � . . . . . : . . . - - - - 23' U. E. � i I I I = I - - - _ - - - - - - - - `�- - - - - - - - �- - EX. 4 C900 FM - - - � � U � $O x $� � % ,O 0 � � � I � I I I Z � 9 - - - - - - - " � o - - - _ -" - - 9� � - § @ � _ �" - - - - - EX. 6" C900 WM � C i � 0 _ _ �� _ � �6' �. 0 � � � � I (7 � I� I -Tg' $y X I X x l I Z �� = N �- NI� R' O yl\ . 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NV. .1. _...- 9 INV.W.iJS � �h- � � o � _ 9.0 9. z � "-- ''�. � _ - tie� - - � $�' z � � I _ _ _ - -- - -- - - -- � 9.20 a n��n' .95 � .15 91 9.00 _. � - 9U - 8.95 � � I � o 1 p. . -'(. . - _ �� _ �`.� -�J � . O. � yr � � � � .� � ° j � 9. 5 m � r. I b $ ^�`�I PAV�MENf&GRADE � . . �. � �0' N ry 5 _. .. . . x ., ' x1`L .'._ .,1� x 9� � -�- �� I7.Q0 I I I I I � x �.. ' °- ' �x � � 1O' _ � a 31 92 33 34 1ry 35 98 37 38 I I � I I I ° I z .. . _ ... _ �.�. 90 *� � 6 � w � � a � I I � z �I f_ Q � I ZF �� I °w �� 0 SANITARY � � MANHOLE E ° EL.=8.27 I DRAWN &qT � I DESIGNED AfDG I C/LLL BEFORE YOU DI6 ISSUE DATE ^/�/_ � � PROJECT No. 127215 � , .�6 e. .. .. ,. l�.L ° j 811or 800�432-4770 _ ENERAL CONSTRUCTION NOTES copyright� 20�0 1. ALL C/LVICES SFNLL BE APPRO4ID M' WR//M'C BY IHE ENG/NEER OF RECORD. �� Ea�„� � 2 ALL M17.PK SH4CL BE DONE /N A WORK�ICINUKE YANNER AND SN4LL CONiO/W 70 ALL APPL/C48LE C/71: COUNlY, SfA7E OR EIBL_ 9fdPEE ALCM (8805l.8063-�6 ALLOY, E1CNE0. J FfaEeN. RECU[A770N5 AND/OR CODES. THE CONmACTOR SHAfL BE REuPONS/BLE FoR oHIaA9NC A[L PERN/75 AND UCENSES DECAFASED wRH /� ALB xnou� D� Nm EODU "6' MIN. 30' AU)C. Q RfOU/RED PRIA2 7D /N/M77NC 7NE WORK. EbSL CROVIA OWENSIONS - 9' � 12' ApN. N. 24', J0; 36' AND � 30� MAX. � 3. SEINIENCE OF CONS7RUC7!!M� - 7NE SEp/ENCE OF CONSTRUC7/0N SFGICA BE SUCN T/ilT A(,A UNDERCROUNO /NSTAL(ATIONS OF 42' L Q ' EYERY K/NO 7Fpf ME 6ENElIN 7/iE PAVfMENl, SH4LC BE /N PNCE AND FLIYE PROPEH pEkS/IY PRIOR TO 1HE CON57RUC7/ON � � AND COI/PAC110N OF IHE SU�RALIE flE1lVM�G 81C16H1. RACm LE�BS NWE - 6' UPPERG45E WIIN f.5' Q 4. 7HE CpVIRICTpP SHN.L CAIL C4CL TNE SUNSH/NE STA7E ONE CALL AT 811 OR 1-88B-4J2-4770 48 HOURS BEFORE p666V(J 18 '� ��Tm �� LOMEftGLSE k 8' UPPERGOSE MifH 8.73' LONFAG45E. � FOR FlElD LOGTIOA5 OF UNOER6Rq/ND f//I[InES. �' S�EtlFlGnOlIS. 6' YA%. yZE s . SERIES 'B' / J87o FtlGH INiENSRY (SfLYIIt) OR EOL4LL •'FROM THROUGH LPNE O 2�RM. � - SUFFlX - 4.3'. ��-( 8 � � � N � � 5. AS-BU/US - Q�NIRAC7lM SHNL IWIMA/N .W AS-BNLT' SEI OF ORANINGS TO RECOXD 7HE IXACT LOC4TION Of ACC VIP/NC B35L' SIEEL FlANGm ChwA`.[L POSI J LBS. wEIGNi l" ' to i 2'•• {.� ro rxas �� sic W � AND PIPE /M�E'RT QE1517/ONS PMOR 70 CONCFALMENT. A4ANYNCS SHALL BE C/VEN TO 7NE OMNER UPAV CQ4PLE!lON OF THE GR4lUUR &CKFIlL PV1�D PE2 F00T MttH 94CE0 CREEN AU(YD dt GV.YAMZED [ n �� M PROUECT.. � 2 NID COYPACfm TO YMYU11 9BX � *AT RAOIUS OF W%MNI OFN9fY. 2' WX. SQE. 6. ELEYqA A FlNSH PER AS.T.N. -A-11J OMS - Nl £LEY 7HM'S 845E0 ON TOPOG?APH/C SURVEY /NFORAf4PON PRONDED Bv Wil(IACE SURVEY/MG CORP., 5553 1W yw, - 4" �� '�� Pu �' WHEN POSSIBLE � M -'T SQWRE POSf PER FOpT pNIX 1 i8B0. � NCIAG£ 90U[fvARD, WEST P,1[,V BEACN, FC 33IO7. (561J BW-4551 __ 6 30' MAX FROM THROUGH LANE � � 7. PROTECi ALL PNOPERIY AlONUMENIS ANO PlNS. MONUYENIS AND %NS I/41T W/LL Bf O/S7(lRBEO OUNlNG CONS(RUCT/01/ SFW.L _'!.,.��'. __" � ILIION. WEFRNIC SURFACE ° BRAd2l5 SITY! BE ARACF�O FlRMLY ON SIANRIRO p' STOP 8Vt IS USED � a BE REFmENCm AND RFPUCED BY A C/CFNSm LWO SURVEYOR. ::_ _-_ ,� g q , q SOVAItE TUBE OR U-CHWNEL PoSlS BY YEANS OF UNLURBEO SECTION /I SiNLL BE PIACED CURBED SECTION �:�::i_;.�:� 'a'i:�::-:1::.:-.::=�.:; ' tzYfca" aa�ca rfcx �o ea*s. ar n+c srov swu O J Q 8. CONIlUCTOR SH4LC ALVNTNN 7HE SIIE /N A dNNNER SULH iWiT WORKMEN AND THf PVBL/C W/LL BE PR07ECTEO F/10M /M/URI; �� . �� avo aaa,�vc vROaorn vao�c�o Fxou anwce � � �"- R �'� "�D �"�" �m� TYPICAL STOP SIGN PLACEMENT 9. CONiRACT(M S/4V.L REAIOVE ALL TRASH AND DfBR/S fAON THE S/7f UPoN COMPLE7/ON OF THE PRGVECT AND AT LFAST ONCE A N ��' ' NEEK DUMNG CONSiRUC7l(AV. 1. BmOkIG SINt1 CONSISf OG k�-SfN GR.WUNt W17EIU�1 pt w/SHED � � a 14�: oNE PFR /MERSECnON AS MwG1EO ON Q O IND CRIDED 1111EROCK J/8' 7/8 SZMG UNSUR�BtE R!-SIN W7ERW.5 nlE PWIS. 2 f0. CONiR.ICiOR IS RESPONS/BLE FOR Q4/410E TO ANY EX/57/NG qEAI AND/OR ILI7ERW. DUf TO CONSTM/C7/ON OP£RATIDN3 ALL SUCH AS YUCK. DEHIES Nfl IAR�R R041C SWl! BE NEYOJFD. �'r 57RfEf SURFACf$ URL/lY Po1E5 CUL4£R(S, O/tCNE� CURB AND CUTTER OR 01NER SIRUCNRES 7/NT ARE D/STURBEO OR '� � 9' BIA�ES WRH 6' UPPENCASE wRH 4.5' � r� 24', 3f1', 36� OR 42� LONG -�i� - ��( � O J LXYACEO /N ANY AIANNER AS A RESULT Q� COMSTRUCl/ON SNALL BE REPUCm OR REPNREO BY THE COMRACTOR /N 2 THE PIPE SFWL BE NLLY SUPPoRIED iq2 IIS ENINiE LENC7H WIIH � . . LOMERG45E IERQS FJR TYO ROADS MTIH A SP� I W ACC0/2[iWCE W/!N 7NE MPROPRNIE SPECIF/G1J/ONS. '�TE �'�� . 3ppp P.5.1. (l,y�� UNppt qA ypN. } LL 11. lF DEPA?TURES FROA/ IHE ORAIMNCS OR SP£C/FICAIIpV$ ARE DEE/AEO NECE551RY BY 7HE CONJRACTOR, OE7NL5 OF SUCN �� 7M� �E S�WL BE PUCFD M A DNY TRENpI• ��rE 8� � �_� L a g o o n �`. � � Q! 1 � O E P M T I M E S A N O REASqVS iN£REOf SH4LL BE SUBA!lTfEO M WRl7/NG 70 THE OWNER FOR RENEI4! NO DEPM7URE5 fRON 7HE � Z� B L N E S W R H 9' U P P E R G S E W! M 6. 7 5' 9 O R 1 2 CONRUCT OOCUMENIS WKC BE M10ME0 WlINOUT APPRO✓K BY THE ENC/NEER OF RECORO. 4. 61CI(FlLL SINLL BE Fl�E Oi UNSUrtA&E W7FAV5 SUCH AS IMCER NOTE: SAWCUIS REQUIRED AT 10' CENfQiS LONERCASE LETiERS Nk: -�� ROCK. YUCK ld91 OEBMS. -THfMOVGHFARE Rp9D5 FOUR IAN6 OR M1DER. �� 12. ANY AND ALL QUAN//A($ $HpWN p(( Mp/JEq pN TH£ PfA1/S ARE FOR ESildW7MN PURPoSES ONLY. TYPE f' CURB -� �E FCNOS WRH A PoSIED SPEED IINR OF 43 EIA1 V�W FRONT NEW 4PH OR MORE. '/� 13. PR/OR RJ ANY CONST?UCMJN AC1MiIE5 TH£ CONTRACTOR IN/1 NOAFY 7Hf ENG/NEEH OF RECORD, AT A Y/NlMUY, 4H HOU/15 TYPICAL TRENCH DETAIL ONLY ONE BIAD[ MILL BE NbTAf1m Ai INlERSECiION � Z 1� v PR/OR 70 CO.VYEHC/NC CON57RUCT/pK F(/R7HERMOR� PRECQ�57RUC710N MEEl/NCS LL4Y BE REQUM7ED WI7H ALL AGENC/ES HANNG N.T.S. wmf nlOROUGHFARE Ro1D INpGnN6 THE 9pE gipEEf �� ✓UN/SdC7HM� OVE? T)� PRQ/ECT PR/OR TO COYMQ/CEMEA7 pF CON57RUCPOM 1HESE ,WY /NCCUOE BUT NOT BE UMI7E0 R) N.T.S. � Q W THE NL[AGE OF TEOUESTA PALM BFACH COUMY ENC/NEERJNC. SOU7H Fl.OR/C19 Wi1iER NAWICAIEA7 D/STR/CT. PALM BEACH /�I � O V LL UN71' £AMRONN£NlAL RESOURCES A(4NA('EIIEM, PALAI BEACH COUNIY HEACIH OEP.iR7A/EM, STA7E OF FLORlA4 DEP (NPD£5 BLNE M St / I'1 CONPL/ANCE). `. J � 14. GRAOES SNOWN ARE F/N/SNED GRADE SPoT ELEYA7/qV^. CON7RACTOR SHALC CRADE ROAOWAY TO A4A/N TO PROPoSEO CAICH 8�5/NS AND DE1EM/ON MFA4 ANY CONF(/C75 SNV.( BE PRESENIEO TO ENC/NEER /N WR/T/NG FpP RESOLNION PR/OR TO w• S TO P � � 1� COMMENCEAIEA7 Of CON51Rl/C7pN. • 1S CLEIR/NG AND GRUBBING - N7lNfN THE LlM/75 OF CON57RUCT/(M; ALL VEGE(A7/0N AND R00T .W7ERIAL SFbICL BE REMOVEO. Z M CON7RACRM SH4CC TAKE DUE CME NOT TO D/SIURB ALWCENi PRpPERp(S qND SHOVLD AM/C/P/7E NAND CLfAR/NG, CU77/NC, ` 51UYP GR/NIXNG ANO RENOYK FOR 7Hf WJRK TO PRE4FM MANGE. -I �� p-��g' ry F o � � Z '1 � i ` I� I �2-1/2' � WX. y �� i6. CONIRACT(M S/GV.L ENS(1RE PoSIihE ORA/NACE 50 T/{4T RUNOiF W/LL FLOW 9Y CRAL771' AWqY FROM AP/ACEM PROPERI/ES Tp SIZE 1 � P� � NEW OR IX/STINC S7PPN ORAlN /N1E75 SWN.ES D/7CHE5 OR REIFM/ON A2FAS 70 7NE CRFAJES7 IXIEM PRACTMABLE. o°o T � MLET A^ • B • "C' b' 'E' R.C.P. Q' 1 (�kp1�Wp � Z• 17. GUY80 - WHERE GUMBO OR OTNER P/AST1C CUY5 ARE ENCAUN7ERED, THEY SHW. BE REMOVED W/TH/N 7HE MAYlWqY AND ° o � e • � C � , � $�p7(� � ` PARA7NC AREAS pNE FOOT BELOW IHE SUBCRME IX/ENDlNC HORIZOA7ALLY TO THE W!S/DE EOGE OF 7HE SHOULOER AREA ° o ° o o � � 3 � 4 . "C 2'-0' 3'-1' 2'-4' 3'-0' 11' 18' V . �is � Hats � a f8. HAROPAN - lF HAROPAN IS ENCO(/MERED /N 7HE SWAL£ AREA. IT N9LL BE REMOYEO TO A W/OTH OF ]WO FEET AT THE SWALE 2-1 ° OI -PUNCHED INVERT aN0 rzEVfACEO WilH GR.wuuR �wITERU4 � 'E� 3�'�� 4�-6� 3�-4� 4�'4� ��'S� 30� 0 �Q� � 0 �i 2 105' 19. NUCK, PEAT ANO DELEIEMOUS If4TEA/AL5 ENCOf/NiEREp /N 7NE RQ40WilY 9WCL BE REMOVFD COLPLETELY ]tl TNE ALIX/MUM ° �E MOD�" 3�-0� 4�-6 3�-4' 4'-4 1'-$' 48' {/.�� O � U EXIEM Po55/&£ AND S/WLI. BE 81CXF/LlEO M9M CRWUfA2 MA7ERkL AND IN NO GSE SiWl REYNN UNDER ANY PAVED ��A� 8� o o � � �/�. / e � z Z N ARFAS o o • �� o o AGN POSf� C 20. WHE2E SOD 5 DES/REO, COW£R 1HE CROUNO 2/NCNES BfLOW THE f/A7SHE0 CRADE TO ALLOW PoR 7HE R/ICKNESS OF IHE SOD. o l � � 77. %PE 69CKFlLL - REW/REMEMS FQ4 %PE 81CKFlLL CROSS/NG Ri0.9D5 OR PARK/l�M. AFEAS SH4LL BE O£F/NE0 /N TNE RO?lA9 ° o a 3' YIN. � Y ^ D.O.T. SPEGf/GT/ONS UIEST EOlAON. P/PEL/NE BACKFlLC SHALL BE PIACEO /N 9X /NCH L/FTS ANp COIAPACiID TO f00X OF �� o e •� Z � O= � 1HE STANL19R0 PROCRM (MSN.T.O.) T-99 SPEClFlG7/ONS CONiR�1CTOR /5 RfSPON9HLE TO PRONCE ACL NECESSARY OfN9N �'� �C ��3�4� p' p AND GEO7ECHMCAL 7E5I5 REOUIRED 70 CERTAY TNE P R C V E CT U P O N C O U P L E 7 1 0 M Z• GENERIL NOlES o o � 0 ~ y n N 12. UAUAES -?/S THE COMRACRM 5 RESPoN9&U(Y ip A$CERfAIN iN£ IXACT LOGI7ION5 OF ALL EXI571NC UNO£RCFOUND 8• ll BEVELED EDGES: ALL EXPOSED C IXtNERS N7D EDCES TO BE �� ELEVATION w Z � y� O cor�ismuc�iio�NOn �� 'vx��ro aw o�iroN wiur � srwxw av�rr�v.w��aaarz m PLAN � c�o a/<" W N c+ � � �t; Z i-i/Z' �� W STEEL SQUARE TUBE POST DETAILS Z 7 23. ALL P/PE LENCiHS ANO CEN/ERl/NE SLOP£ LENGIHS SNOWN ON THAE ORANINCS ARE SC4LED pp7ANCE5 7Nf CONIRACRM �~ 2-1/2� FOUNU4TION AIATEWRL: NHERE WTEHV�L UNS4TISFACTORY FOft � J�� y 9kCL CONFlRY ALL YfASURENENIS M THE F/ELD AND NOI/iY 7NE fNC/NEER M WRR/NC OF ANY pSCRFPlNCY W/lN 7HE Z• FWNDATION 5 ENCWNTERm AT fLOW U1$ �� L L � DRAM9NG5 PR/OR TO PERFORM/NG 7HE WORK. OA1R FLOOR AND CMRY WALL$ DOWN TO N C cRnTE s n� n c ra+r rour+onnar a�amu ro STREET NAME SIGN WITH STOP SIGN w a a�i �� 24. lNCE75 AND 49NNOLES - ACL /NLE75 AND YANNOLES SiW.I Bf CONS/RUCTEO /N ACCORAINCE W/Ii/ fLOR/0.1 O.O.T. STAN0.1R05 FLOM' LItE WIIFI CLEN7 SOND. SPECfFIC4PON5 U7E5T ED?/ON AND RQ40WAY AND TRAFF/C 06/GN STAN0.1RO5 [ATEST ED/71(AV UNCESS 07HERI475E APPROVED BY ENCaEER OF RECpPO. •A• WEEP HOLES: REOUNtED ON ALL CATCH &451N5 LOOCATED IN N.T.S. _+' y�� J 75. RONFORCEO CONCRElE P/PE RCP D�7EM�ON ARFAS. WkI�E MEFP HIXE$ /RE USED (� � 7 ( )- UNLE55 07NERKISE Ab7ED ON PlAMS. 1HE P/PE SH4CL CCNFOXM 1{7!N 7NE RfOUlREMEN75 5_3 4 � 5_3�4� 3/4 ROCK AGGREGAIE SWLLL BE U�D fS FOUNDATION � 00 L � C Q OF CU55 /N OF ASi.Y. C-76 AND WIIH IHE fCORILN 0.0.T. SPEC1fMA7I0N5 U7EST ED/RON. ALL P/PE JOIMS /NCLUO/NG 7HE 8� �B� B' yp�yLL y�{ y�Rµ7 ��R FABRIC BENEAIH SIRUCNRE. Q� F7RST JpNT OF P/PE ENIER/NC OR LE4NNG A AIANHOLE OR lNCET SHALC BE WRMPEO W!/N FN.TER FABR/C PER F.D.O.T. ANO Z'�/4-� '� Z-�I4� +� Z � � � � y�� y N O U P.&G SPEpfMATNM�S L CRATES: CAST IRON GRATES IN ACCORDANCE WIIH M. uanui rw ix[ msr wo gcao �Sa � Surfae Z x Y L f 0 26. CORRlM.ITED METAL P/PE (qIP) - SHALL CONFQ4M N7iH THE REOU/REYEN75 OF A45M0 M38, AS.T.M. A760 AND W/iH THE � T e,�w.r s �.o.r. sr�cs. g"�.+ �"� �� w� u^� � �"` o o E a� GYUw PER (mr�Cim TYPOESS7 .wo 9u41 BE g' g � J FLORKie D.O.T. SPEC6lCnT/pV5 [ATE57 Ep/ppy. q[i p/PE JqN15 INCLUdNG THE f1RST J(HNT CF P/PE ENIERM'G OR LEINNG A cwv �ro aom��wrw ov�sx �W � � O AkNIpLE OR /f/LET SIWLL BE M)7MPE0 W/1H FlLTER FA6H/C PETt F.O.O.T. AND P.B.G SPEC/RGT/ONS 2"CL �� • ��T �5: INLET$ ARE TQ BE A$ � HEREON. _ � W+ 4R � � 27. ACL PANNG AND ORAIAN(JE WOAK SNACC BE CONSIRUCTED /N FU(L ACCOltO,qNCE WI/FI T//E NLIACE OF 7EqU£STA PALM BEACH VARIES /4 flN25 /4 8Yt5 y4 H4R5 REC�ET/E R.�C.P. UP TO 18 Dl4 IN ��'rs� T0 . LLI � u- COUMY, AND FDOT U7f57 SlANAVt05 (WHfRE APPUC.48CE AS pREC7E0 BY TNE £NCM£fR). ANY CONFl1C75 B£lIYE£N 7NE 12' 0 C. 12' O.C. �FCF�NNC R.�.P. IMCER THAN 4b DI0. ��cme suu vmxoc �ncounic Y W SiANL70RDS SIGYL BE BROUGN! TO 7HE ATIENIION OF 7HE ENCENEfR M/ MR!!!NC BY THE CONIRICT(M FOR RESOL(/IION PR/OR TO EACH M'RY FiNM WAY SFLLLL � IN ACCOf20.WCE WIIH FIA. D.O.T. m�e�CRO RLL auF�m m[ xuMt116t ux�. u• v mE wc usm �carNCw. rwos COMMENCEUFM Of THE WORK. STNAARDS. HDPE INLE15 IAAY BE Ml1ZED M �iac ran ixis Pueoss iws rmyimil RO �' � 2B. ANY IXb7INC /tQ10WAY AND/OR UM//Y THAT /S LM{{ICEp 6Y 7Hf CONTRICRM SHALL 6E CORREC7E0 AT 7Hf CONIRAC70R'S �11 � ��REIE STIiU�NR6 AS MPROVE� ��q+ ,�pp�5 To � y�mk mvbrfal (ima or BY ENqNEER OF RECORD AND M ACCORUANCE Pu�m erxan� ne xuwp�es os nc IXP£NSE TO TNE 54PSFACnON OF INE ENpNEEx. � NOTES) VON' STANDAROS AND SPEqFlGTI0N5 AS PPPLICABLE. aFC wD Ibo�c w�r a[ix rs i¢a�an. �i N O � Z �. (Sae CONIRRC7q2 TO PROWDE SHOP DRAWINGS TO Eqt � 28. SUBGRAOE - SHALL BE STAB/L/ZED 70 LBR 10 ANO COMPACT£0 A$ NOTEO ON TNE PUNS 70 YEET TNE 0£NS/tt REpUMtfM£NIS FOR PPPROVN. PRlpq TO ORDERING I/p7ERWS. Wn��w w SN/u. cerri � S �� 9a r� AS D£lERANNm BY IHf AASN.T.O. T-180 SP£GFlCA7lON5 SUBGRAOE SFWl IXTEND 12 /NCHf5 BEYOND 7HE PROPOSm EDCE ,� �� K � � �� t � OF PAYFMENT AND/qt 6' BEYOND YALLEY GUT/ER, IYPE T' CURB R Gf/IiER OR 1YPf b' CUR& SUBGRADf SFHLL BE 12 y�g pp ��,wp ip A ppHi INCHES T/NCK CQMPAC7ED TO 9BX ACCCRpNG TG AASN.T.O. T- I80. ACL MUCK, S7UMV5 R0075 OR 01NER DELE7ERIOUS MFTERNI: M7LET WALLS AND FOOTING IAAY EliHQ2 �� ,xE ,ca a we-en�oc r'�n. i��, 5si ^0fO dW77ER ENCOUN/EREO /N 7HE PRfPARA7IX)N OF TI/E SUBGRAOE SHALL BE RENOVEO /N ACCORp4VCE W/7F/ N07E 21. POU�O-IN'PINC�.2500 l8. CONC.: OR 30. 845E - SHAfL HE FDOT APPROlEO L/MEROCK A[4TERLV. SFNLL BE COLPAC7E0 TO NOT CESS 7NAN 9&T ,W1XlNUM DEA517Y AS �C0.ST CUSS A 3000 LB. CONC. REPLACEMENTOF FLEtlBLE DEIERYlNfO BY AASHT.O. T-7B0 SPEqFMAT/ON5 AND AS G1LLE0 FOR /N FLOR/p9 D.O.T. SPEC/FMAAONS, lATfSi Ep/T/p/✓, gq$E ��'EEP H0L PAVEMENT FORPERMITTED SK1LC BE PlACEO ANO COIlPACTEO /N TNTJ (2) EOUAC UYERS WNEN PUCEO /N MULTIPLE Uf75 K7ERNA7E MPROVEO BASE (SEE NOIE) ALL INLET CONSIRUCTION I$ IN ACCORQANCE PAVEMENTCUT AGIIE?GLS ApY BE URLIZED AT 7HE O/SCRE7/ON OF 7HE ENG/NEER AND W!R/ APPROYpL FROAI THE NLLAGE OF iE0UE57A WITFI 7HE CURRQR F.D.O.T. $GNDARDS �� vnry � 31. PR/M£ CA4i - BlNM/NOLS PR/ME C0.ST SHALL CONFiMN W/7N 7NE REOWREMEN75 OF 7HE fLpRIW 0.0.7. SPEC/fM4T/ONS UIES( 3�4 ROCK ACGREGATE NlDD( N0. 201 Q 232. 1) BmpNG 4�NL WM95� a w-91U GRNwtNt Yava�l pt ��p� J 9a1c EO/110N AND SHAIl. BE APPLIED AT 7HE RA7E OF 0,25 G4G.OA5 PfR SOUARE YARO, UNLE55 A LOMER RATE /S dRECTEO BY 7HE 1Y/ FlITER FIBRIC �� ap �, y . Ry �� p � y ,� ,� �� ombs ,vb WMIn rtoIXS SH/ll. BE PFYO�m. �� SUI/P5: ALL INLETS TO HAVE 12� SUMP MINIMUM. z) ian�ao e� u�mu�t (rtx vip metowttrvr ocscN sr,�mwms o�n drex seui e[ n� tx[ 32. TACK COAT - B/NM/NOVS TACK COAT S/NLL CONFQ4M W//N 7HE REW/REMEN/S OF THE FLO/7/DA D.O.T. SPfC/FlGAI/QVS, U7£ST ix10o1L55 a lME mM1xN. BwSE pt tY �i�rxM4 wKAawt 5�. EOl1ION AND SH4L BE APPL/EO AT 7NE RA7E OF 0.09 G4CLON5 PER SOL4RE YARD, UNLESS A YARk7KM' /5 APP/70YE0 BY 7}l£ nJ nmxiLr �1E PAwrteiT ,oxrs wui Bc YEWU�CULr s�u4o ,wo Bun-,qwiEU. ENG/NEER. CATCH BASIN DETAIL "�W'E""`�"`�".,�"'"°�„"¢`U�<'•""`�'u�,"°`"°'u,� a JJ. SURFACE COURSE - ASPHAl.7/C CPVCREff SURFACE COURSE SNAfL CONFORM W/7N 7HE REW/REAIEN/S OF �i/E Fl.OR/p4 D.O.T. �p�qq a p i , y p m �p � g �� m � SPEGF/CA7/ONS, [A7EST EO/!/OK iNE MlNWUY CpNPqCTED TH/CKNf$S TO B£ AS NOTEO ON PLWS S) SRF�¢ w.�lFwu. vel BE NNAS�FNi I�n� nrt EbSMC w�s.1¢ ax 14 s ��1utTC aoxaErt a 34. PAVEI/fM .WWA7NGS - $FWCL BE M ACQ7RA9NC£ W/TH 7NE A4WUAC OF UN/FOl2M TRAFF/C CONTROL qEY7CES FOR STREE7S AND N.T.S. wtx Ralo nwE Wni �r 0.to w1/94 m � HM.HWAYS C?Y OF CREEN4CRf$ C00£ SECPpV 16-1J35 AND IHE REOU(REAIEN75 OF 7NE {1pR/pq 0.0.T. SPEC/FIC4TlON5 U7ESi 6J p � �� w ��. � U ED/710A: N 35. CONCRE/E - ALL CONCRElE SHALL OEYELOP 2500 P.S.L (N/N/MUIIJ 2B C14Y COAIPRESSNf SIRENG7H OR CREITER WHERE NO7E0 g+ 0 pJ PUNS C(ASS / CONCRETE SH4LL CONFQ4M W/M 7HE FLOR/RI D.O.T. SPEC/f7CAMM'S, lA7EST EDl/lON. CL755 I CONCRElE �6� Z USED AS PANNG SFWCL DfVFLOP 3000 P.S.L (WNIMUMI 2d Q4Y5 COAIPRESSIVE SIRENG7N. 28� 16� �� pi�lC� M �,ro�s Y � rtao�iuo � �� d � Foo. sruoup J6. A77EMION /5 qREC1E!) TO 7HE FACT 7HAT THfSE PUNS ,WY HAYE BEEN CHANGED M S/Zf BY REPAODUCTIOIl 7HI5 MI/S( 9E g" P/�.RKING AISLE PARKING � 8" TYPE �D' CURB e) roan asrs suu e[ n+rtx r i rr urrs �mc n< esc �r w�[mus a �oo vr CONS/OER£D WHEN 097AM/NC SGLED Cl4TA 6 . w/mwW 0 gr �sYr) pt As wecim Br TME Ew��mt a rFtdro. � Jl. 1HE COl/lAACT(M SNALL CONFlNE CONSTRUC7/!k/ ACANIIES ID OWNER-SUPPLIm PROPEk1Y, E45EYENIS AND R/GH75-OF-WAYS 6 � C) EM(ifDl-Oi-AECdN SHNL FPS.WE FULL-111E W�ECAINI dMIG 111E FM1MElY K 111E OPFN-WT J3. APPROYK OF 7N/S P[AN /S NOT AN AUINOR/ZATION 70 CRAOf AGMCENi PROPENlIES WN£N F7EZ0 CONOlA0A5 Wi1RRANf ��mx. BEat/�w MtH Tc DY»�V�ircM .wD cann�uxc nxaVEx mE CantEnan av ixE oFF-S/IE CRAD/NG, PERN/55ION AIU57 B£ OBTaNED FROAI 7H£ aFFfCTEO PAOPERiY OWNERS AND COORIXHaTED wmf ENG/NEER 2.5 (70 FACE OF NHEEL `�' OF RECORD. STOP) NHERE INDICAIED o) x ra v�wiwr a xor m.r�ar wsraen rcw�mr rouor�c ce row art. � swom a J9. AWMENANCE Of 7RAFFIC SH4LL BE IH£ Rf5PON5/BlUIY OF THf CONIRICRM AND SNALL BE /N ACCORMNCE W/7H IHE FDOT r.nA�ar ro � DESIGN SfiWdIR�$ LAIEST ED/I/Ok wrtwm sat � RaaD Mo InMGFA n4W b OAiS. T1PE 'D CURB TYPE 'D' CURB E) � � � ��. � � � � � � �� - �, (� � A Z I0. CCEW VP: 7NE CON/RAC70R SHNl KEEP THE CPVSTRUC710N S//E FREE OF RUBB/SH AND WAS7E If4TER/ALS AND RESTOftE TO S PLA SEE PL AN x ,� „�,� a „ � g „�„ wr �,, �, ,, � i ,,,,� ,,, �' '� �,. ,,, ,�, 7HEIF ORM./NqL CdYD/1/ON INOSE PoR77(.WS CF INE SITE NOT DESIC/�L17E0 Fqt ALTERAT/pN @Y 71/E CON(RACT OOCUNEMS CLEAN UP AND RE5TORAII(M� SH4LL BE ACCOAlPLISNED ON A COM)NUlNG &q9$ 7HROUGNOU( THE CONIRACT PEHIOD AND /N SUGH A Al4NNERA5T0. :�.r.�.v.a..,�s�.;�',:y::..�_-s... � . ,_._� 4RnoE 0!&Y i 1EYPop4tY PAiCX B flFIOIFD h COHIMIIWS YN.SEIIC TME TO BE MSf.1LLm M1NX PIRIT Of ��Y IBp�E iPE AT 2�' 9ELOM M91FD a p ..uLe.: f. � - +. �. -. ..•v^i,� G) CQIlMIWS �"�OE GMXT SIRP/IC 5 PEqIED M Oi/4C� 1NlEA WNS (BULZ Oi SAMITMY T 41. ME CONi/WCTOR SHALL PRONDE ANO H4NIAlN AlKQW7E S/GMS, &IRRMMES FUSH/NC GCH75 f1AGMEN, AND Wi11CHNEN AND " '' " -,�,•>:,' NRCE uwNS (mmQ.PV xEa�rED r�mt uN5 P'u��1. r.�s �Mrs (1flLae7. ae /5 �Ea�EO ( g TAH£ N1 NECESS�RY PRECAUrtpvs Fqt 7HE PROiECnON oF 7HE waRK AND TNE 55FE7)' oF nff vUBUG mAFFIC CONTROI ` WEARING SURFACE BY1NE � ] WARNINC S/CMS AND 91RFMX1E5 SHAGG BE /N 57R/Ci ACCOR0.WCE W/7H THE PRONSIONS OF 7Hf FLOR{0.9 DEPAlt71IEN7 OF Q o 7!WlSPOHTATNNI, /NNU1L d✓ TRAFF/C CON7AOL5 ANO SAFE PFqC7/CES FOR $iREE! ,Wp /p6yWpY COf6�RUCPON, NNNIEN4NCE BASE Z F ANO Ul/CIIY OPERA7ION ([A7ESr RENSION). ALL H4RRMAOES ANO G195lAUCi/ON5 SFWLL B£ PR07ECIE0 AT NIGM BY FUSH/NG S/!)WL UCHfS WMCH SH9LL BE K£PT BURN/NG FROM SUNSET TO SUNR/SE HARMCAOES SWLLL BE OF SUB57AN7LV. 9PEN CUT DETAIL FOR NON-THOROUGHFARE ROADS GON57RUC7N)N AND SU?ABLE FOR NICM NS/B/lJ7Y. SU/TABCE WiWN/NG S/CNS $HALL BE SO PCACEO AND /LLU,V/NATED AT NM.HT PARKING LOT SECTION SUBGRADE �� AS TD SHOW MJ ADYANCE WHERE CON57RUCINM; &1RRM.40E5 OR D£fOURS IXIST. p N - U , 42 SNOULD DEWi1TERlNC BE REOU/REO FOR THf lNSTACUTpN OF UNDERCROUND 57ftUCTURES D/SpNRCES SINCL BE COMAH/ED "�T�S� (PAVED AREAS� �� ONS//E: COG7/ON OF /MPoUNOLENT SHACL Bf WI7HM TNE PROPOSED RE/EMION ARFAS. A Wi11ER USE PERN/T Al4Y BE U a REWlRm FA7 DfW,17ERbVG ACTMI/ES 7NE CONIRICTOR SH4(L BE RfSPONS/B!E FOR OBTNNING QEWA7ER/MG PEFN/iS 43. CONIRACTOR SHA(( ry/T pyTO PUCE SUCH 7EAIPoRARY EROS/pN Cp,V7RpL YFASURES AS lHpG1ED dV THE PLANS. 7NESE � O MEASURES SHALL BE lNSPEC7E0 ANO EYALUA7E0 OUR/NG CON5IRUCMJN OPERA7KM� FpP nIE/R EFFEC7IYENf55 /N PREYENilNC PAVING SPEqFlCATI0N5 / SIDEWALKS m EROS/ON W7ER/AL AND SEO/YENT FROM O/SCHARGINC FROM 7HE WORK ARFA /F REOWRm AND AS D/RECTED BY THE CI1Y a�- � onY - aea DRAWN BAT /NSPECTfM, AOOf//ONAL 7EYPORqRY EROS/ON COMROL 4EASURES S/WCL BE lNS7/iUTEO AND INSiALLEO. ACL BEST .uN1ACEMENT 7ypE NEARING SURFACE BASE SUBGRADE SIOEWALKS apy �.�� PRACTICES RFMS (E& S&T FENCE, COA57RUCIION fNIRANCES £IC) SH4lL BE W CONFORWNCE W/7H IHE FDOi D£SKN SfAHQ1R05 , 2010 EDIlION. 4i. EROSION ANO SEq'MENT CON7ROL MFASURfS SH4LL BE /N PUCE PR/OR TO FARIHMONNG AC7R%I/ES AOW/IONV. £ROS/ON ANO PARKING L0T 7-1/2' 7HICK, ACSC T1PE 8' 7HIGC, LMFROCK BASE 12' THICK, STABIl1ZED 4' THICK CONCRETE DESIGNED MDG SED/YENT CONIMK MEASURES ,INY BE REOU/RED. TNE CON721CTOR SFNCL .1WN7AAV A WEEKLY LOG (OR /YM£Ol1TELY FOLCOM7NC & ORIVES S-p (%,AfEp N� TNp EWAL CaNPAC7ED IN 01� 11FT TO SUBGRADE (LBR 40) (2500 P51) N77H 4' A RNN EVENi OF 1/2" OR CRfATER). S9/O LOC SI4YC SE/NE TO OOCUMEM THE PERF0.41(4NCE OF SRMM Wi17ER PoLU7I(AV �� q� � SITM. MAXIAIUM� RY pEN$ITY COMPACTED BASE. ` C.ALL BEFOREYOU DKS ISSUE DATE �� PREVFNAON Q7N/ROL MFASURES CINNGES 70 7HE EROS/ON ANO SEO/M£M CONTROL YEASURES /NS(ALLEO OR RENOVfO FROM THE 5/7E. A NPDES GENERAL N0/ PERM? FOR CQ15lRUCl/ON AC7MIIE5 SNNl BE QBTMV£O FOR IH£ CON57Rf/C7ION ACTM//E$ �.A.S.H.T.O.T-1B0 PRQ°OSm /N IHESE PlANS M'D 7HE COMRACRJR SHALC dWMNN /NSPECTIIk/ kECORDS NJ ACCORpWCE W/Ilf TNE NPOES PERIM ETER BERM DETAIL � PROJECT No. 1p1p75 PERM/7 NEMHRENfMS 45. GL4WANlEE - Al1 Ik7l711iL AND EOU/PMEM TO 6E FURM'Silm ANDI� �N.�m BY 1F/E Q7NlAACRM UNDER TMS CpVI?ACT SINLL B£ GCWWl1EE0 fDR A P£RIOD OF OME Yh"AR fROA/ 7NE Q41E OF ACCEPTMCE 7HEREOF Mw1X�Sf D£FECINE AN1E3V5 OESM.N ANO C NtlRK.WNSfNP. UPON Atl7/CE FHOM 7HE OM9l£R OF FNLURE OF ANY PMIS OR K17EFNL5. 7HOSE PNt�S OR Ap7ERW5 5lNCL BE e• �• �• ••. �• v REPLICEO PRdIP71Y Ar NO IXPENSE TO THE pM'E/t. 811 w 800 432-4770 copyright �O 2oio . �' � I � � � , � Z � a� J � d�' a W W M LOCATION MAP GRAPHIC SCALE ' W O� Q N.T.S. I W � LL SEG.T5 TYP./03 RGE42E �-� 1 i n c h ��90 ) R I I �A � Z O VJ � � � � Q L O � _ � � I I j I I I � W= �� C'J ��I � �� .� � �� I I I I II� I I` y M V LAND USE: RESIDEN7IAL I I I� ZONING: R-1 I I T I VACAN7 I EX.CONCREfEWAII 23� U.E. I � I CONNECT 70 E%ISIING 6" E7LYYOOD EE�+IC€ 'n? RFb�nrru _ _ _ _ _ _ — _ IX. CHAIN V NK FENCE _ ' Fg� _ _ _ _ _ _ _ — J� I Z � WATERMAIN TO REMAIN TO REMAIN, nP, {,q�yDSCAPE BUFFER __— 6" TAPPING SLEEVE — — — — — — — — — — — — — — — EX. 4'" C900 FM I I I Z � &6"VAWE#1 � — — — — — — — — — — — I I e'x6" 2EDUCER �— sPUi -- ----- 0'28 07"W 440.0� EX. 6" C900 WM — I I I - �i � Y � I sea � � - - - - _ _ _ - - _ 5' PERIMEfER CHAPEL 5.0' LANDSCAPE BUFFER zar ^t I x x I � O� � 1� N 3845F. O '� I � n� I W Z� �� O I fF10. BENCH, TYP. ao � W � i Z � M � p N � �; I Z 7 J (�� 00 C.o. 5' MULCH O �n y � I C LL` V' y 1" iNV.e o a I � N t N � f ---- l , WALqNGPATH � I > I I -� OPEN SPACE GAZEBO, NP. �' Z � �1 � � I � � OR SIMILiAR SrRUCTURE r EX. SAN MH W a N�(D U � i 1 w NOT INCLUDED I I I I I RIM=9.78 2 Y v c� J � � e i I . I I PR ED pR D ��A� N I 10 CLAY INV.=(-)3.67 (� ��p 7 y Q I PItOP. UE I � � � IX. SIDEWALK, TYP. µ I Q� IO y O U N 6" PVC S. INV.=4.59 � L C 29 �J �'I DORMITORY DORMITORY .• : IX. � SO'ROW Z N O X . �� z I I '� FF•30.40 FF30.40 I � �� ; y M E C H A N I C A L � N 5'PERIMEfER U W D S f A P E B U f- F E R �� I I I I I � O J � a � 1= W � O I � 1" SERVI(� 1" SERVICE � - 1 _ E � j p�, » UINDSCAPE BUFFER Ur � � PROPOSED � c.o. c.o. �� . I N z o w N � �, x�v.�.eo irrv.e.w -xYtt'; , c�+-,--�•�'; o w !1 o i w a � � - --- - - � .. n .. . oc.co � N �� 3 3 2-5TORY � --- - (rrv) N 0 0' 2 8� 0 7" W 1 5 0. 0 0 I � I � I Y W �� J °o N DORMQ�RY i rmncuoEwwu:c - ' scavc.�wwc � 0 6'HIGIiCHAI -LINK �b o /� + i -�-- Q F � Z� c� I _ -_• _ _ __ _ NEW DOIiM � B E N C H N P U T[ L I T Y/ S T O R A G E i I I I z � � Z Q � � 1-1/2 MEfER � � � - - ADDIfION SHED FENCE. TYP. w f N O� 2" WA7ER c.o. 1456 SF I o I W 7 N J Z � SERVICE � fF10.40 � � �V.a7 PEXIS�ING FF30.40 — � _ I I � w�� I � ' PROPOSED XIS� �'` -.. � DUMPSfER � � I� I Q 5 P R O P O S E D 1- S T IX t Y o � c � � � Z � FDC SIAMESE � �� (E) � BUILDING OPEN SPACE EfVCLOSURE 0 � I I I I O Z� I I + DORM170RY � ' CARE TAKERS I �t w Z Q CONNELT[ON DORMRORY 4,1185F. I.- � N 1" SERVICE �.y' t - RESIDENCE � � t� BOT. SAN 3 51 2�000 Sf. W g 45 BEND � sT�� C.O. 2 MEfER � 1' S E R V I C E I N ADD1l70NRY TQP�T9J+A1_ � CA FF10.40 u7 € � I I I� w Z N � INV.8.40 C.O. ' � wv.Z10 PROP. U '� 1" MEfER 976 SP = -__ ,! �' .7.7 N 5' PERIMEfER �' C.O. ' TOP Mi¢n.00 FIRE H - -- - 5 8" MEfER I � � I I J J � Z MBLY �1 - LAfVDSfAPE BUFFER 5° BEND �. U INV.I. � SP #2 p� '� - -- _ sroxcnoev � GATES.TYP. - L N II I 0 CU7INMH e�xa• � �"" � �. � .. - o �hi=a. (; a.osx (iovca� o .9� 4"GV 38o�F-a'PVC�oa% .0' 9.5' a s 5.0 4" FIR INE 3 � _ _ _ _ _ — �� . C � S. INV. - 2.55 _ W/4"D. C.V -. ....�"�....�- .�._:.._=...---.� _ � — _ .�._s�'_� �__a-......e-,-,,:+r�...--.— � �.pg% � = U � 1 I O N U w 45° BEND � FIRE HYDRANT PROP. UE � S" WATER MAIN d UE 10' SIGHT z ASSEMBLY #2 _ _ _ _ — — — — — GLES o N II I CONNECrTODQSf'.12' � �°' � � � � � � � � � — — — I I WATERMAIN SMH #1 S00'28'07"E 590.0' SMH #2 Zq• y7pp gqR I I I 1z"x8" SS 7nvvinG S�e� a w 6' HIGH CHA[N-LINK ASPHALT TYPE �D' 8" GATE VALVE It3 t- �� n , P RIM=8.72 RIM=8.85 &STOPSIGN � � II o a INV.=4.72 5'veuMErER PAVEMENr cutte.irn. INV.S=3.20 � LANDSCAPE BUFFER �'� INV. N= 3.10 I I I I I o 31 32 33 34 35 38 37 38 I z 5' L.A.E (P.B. 46. PG 24) I I I a � LAND USE: RESIDENTIAL �I��_ I � d SINGLE RESIDENTS 70' U.E. (P.B. 46, PG. 24) � Z o LEGEND I i �F �� PROPOSm WATER EWN W/ GAIE VN.VE � U' MI— PnoPOSED HvowJ+r resp�e�v w/ cn7E vn�vE SANITARY �"" � � o MANHOLE �8P#2 �1CTEPoOLOGICAL SVAPUNG PpM EL.=8.21 � SVMESE FIRE DEPART4ENT CONNEC110N I DRAWN �T � DESIGNED 11DG c. � SEN42 SERVICE LAIERAL Wliff CLEPN OUT I I CALLBEFOREYOUDIG ISSUE DATE _/_/ � SANRARY SEWER LINE WIiH IMNHOLE , I ' PROJECT No. �p�p�s � CATCH H44N — SrORM ORP1N %PE I � � (� %e o exisnNC E�vnnaa 811 or 800� 432-4770 `�' •� � copyright �O 20�0 REMAINDER OF BACKFILL MAY BE PLACED BY MACHINE AND COMPACfED REPLACEMENT PAVEMEM CUT BACK 1.5' EACH SI�E REMAINDER OF BACKFILL MAY BE TO A MINIMUM OF95% DENSRY PER (OVERLAI� MUST BE NPE FROM EXISTINGASPHALT NEW OVERLAY (AS REWIRED) PLACED 8Y MACHINE AND COMPACTED S-1(MOD.) OR S3 ASPHALTIC (SAW CUT 4NE) TO A MINIMUM OF 95% DENSITY PER - AASHTO L78b (17 MAX. UFTS), OR PEH CONCRETE HOT MUC, WfTH MSHTO L780 (12' MAX. LIFTS), OR PER AGENCY HAVING JURISqCTION. TACKCOAT. IT MUST BE `� /� '%�///��a/% AGENCY HAVING JURISDIC710N. ROLLEDOR COMPACTEDTO �. /. // ��/� �j /� /. EX�STINGASPHAL7 Q � �� . " ". � � �� A SMOOTH SURFACE LEVEL � � \ \� ... . . � ��_ �j� SURFEXIETING ROAD 17 (lYP) E \\� � , �� . .. - _ � :_: / j j\� J O � � % . _ _ .. � �� BASEMATERIALTOBEAPPROVED�� j DOSTINGROCKBASE W j � ��.�� _ ..� � Q a/ � . � � COQUINAORAPPROVED � � .•. ._ --: �. �-'�'. __ �_� � �� L � � � - - � � - 2' WIDE GREEN � � DEfECTAB E MAGNETIC � � �: ��\ A MIN. OF 18' T ICK, AND PLACED � � a % -. �� \ r � W M � -. � � � :. � . �. : � �. �� DETECTABLE / MAGNEfIC i � MARKING F.M. TAPE . . ..� . . � �: � . W � M IN 4• LIFfS. BASE MATERIAL SHALL b - / � � � ..... � . �� .:. - - .� " � C j �.. _.:. : -,.. . ' �: .. /j MARKING F.M. TAPE BE COMPACTED TO NOT LESS � � �� / . �: .. �. . �+. . - -.: .� � /� � G - Q � . � THAN98%MAXIMUMDENSI7YAS / 1Y BACKFlLLCOMPAC7EDTOA � -� � -� � J Q DETERMINEDBYAA3HT0T-180 � MINIMUMOF98%DENSRY � � � O � /� SPEGFICATIONS. � � � nnsriro ni eo. e• nnnx. uFrs. �/ W=}� � / �� BACKFILL COMPACTED TO A � � �� % � BACKFILL COMPACTED TO A � Z O � � MINIMUMOF96%DENSITY i \ / MINIMUMOF98%DENSIN / � AASHTOT-180.77MAX.LIFfS. 'CRUSHEDCONCREfE97%PASSING3' / O � 1' , ^ J /�� SIEVE NOT MORE THAN 20%PASSING #200 � �� 4' MIN. � CLASS 1 OR 3.�5 ' � �j �HTO T•180.17 MAX. L1FTS. ^� �� SIEVE LBR >700 CONTAIN 60%CARBONATES. � v� � �/ � �\\�\\�\\�� % \ � WORK MATERIAL � � � WORK MATERIAL UNDER PIPE HAUNCH I MAX WIDTH J � WORK MATERVLL � � /� j �� U T Q UNDER PIPE HAUNCH � 4° MIN. � BEDDING MATERIALS CLASS 1, 2, OR 3. � PIPE O.D.+24' � UNDER PIPE HAUNCH � 4' MIN. ) BEDDING MAlERIALS CLASS 1, 2, OR 3. Z Z y� \ �/ �,/��/ � \ �/ �/,��/,��/\� S � � � w I MAX. WIDTH N07ES: � PIPE O.D.+24' � I PI E O.D � W T O�J CLASS 1 MATERIAL- ANGULAfl 25' TO .75 GRADED STONE SUCH AS CORAL, CRUSHED STONE, y �� OR CRUSHED SHELLS OR BEDDING ROCK (100% PASSING 1' SIEVE). L N TE • r NOTES: � � � CLASS 1 MATERIAL- ANGULAR 25' T0.75' GRADED STONE SUCH AS COWLL, CRUSHED STONE, CLASS 2 MATERIAL- COURSE SAND AND GRAVELS WITH MAXIMUM PARi1CLE SIZE OF 25 CLASS 1 MATERIAL- ANGULAR.25" T0.75' GRADED STONE SUCH AS COHAL, CRUSHED STONE, OR CRUSHED SHELLS OR BEDDING ROCK (100% PASSING 1' SIEVE). INCH WITH SMALL PERCENTAGE OF FINES. COMPACTTO A MIN.98% OR CRUSHED SHElLS OR BEDDING ROCK (100%PASSING i"SIEVE). DENSIN PER AASMO T-180. � CLASS 2 MATERIAL- COURSE SAND AND GRAVEL'S WITH MAXIMUM PARTICLE SIZE OF 25 CLASS 3 MATEflIAL- FINE SAND AND CLAYEY GRAVEL'S, INCLUDING FINE SANDS, SAN0.CLAY CLASS 2 MATERIAL- COURSE SAND AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 25 INCH WITH SMALL PERCENTAGE OF FINES, COMPACTTO A MIN.98% MU(TURES AND GRAVEL-CLAY MU(TURES. INCLUDED IN CLASS 3 ARE INCH WITH SMALL PERCENTAGE OF FINES. COMPACTTO A MIN. 98% DENSIN PER AASHTO T-180. EXISTING SOIL TYPES CLASSIFIED AS SELECT BACfffILL COMPACTTO A DENSITY PER AASHTO T-180. CLASS 3 MATERIAL- FINE SAND AND CLAYEY GRAVEL'S, INCLUDING FINE SANDS, SAN0.CLAY MIN. 98%DENSITY PER AASHTO T-180. MU(TURES AND GRAVEL-CLAY MIXTURES. INCLUDED IN CLASS 3 ARE CLASS 3 MATERIAL • FINE SAN� AND CLAYEY GRAVEL'S, INCLUDING FINE SANOS, SAND-CLAY EXIS7ING SOIL TVPES CLASSIFIED AS SELECT BACKFILL COMPACTTO A �• a-L CUT3 WILL RE�UIRE COMPACTION TO DENSffY SPECIflCATIONS. MIMURES AND GRAVEL-CLAY MIXTURE3. INCLUDED IN CLASS 3 ARE EXISTING SOIL T'PES CLASSIFIED AS SELECT BACKFILL COMPACTTO A (j MIN.98%DENSIT/PEflAASHTOT-180. 2. SAWCUTASPHALTBEFOREEXCAVATING. MIN.98%DENSfTYPERAASHTOT-180. Z � 1. IF CLASS 1 MATERIAL 13 USED FOR BEDDING, R MUST BE USED FOR THE ENTIRE EMBEDMENT. 3. COMPACTION MUST BE DONE BYA MECHANICAL VIBRATORY CAMPACTOR. C � A DRYTRENCH SHALL BE MAINTAINED WHEN USING CLASS 2 AND CLASS 3 MATERIAL EACH IJFf MUST RECEIVE 5 PASSES OF THE COMPACTOR OVER ENTIRE 1. IF CLASS 1 MATEFiIAL IS USED FOR BEDDING, R MUST BE USED FOR THE ENTIRE EMBEDMENT. C� w � SURFACE. BEFORE COMPACTING EACH LIFf, WATER MUST BE APPLIED AT A DRY TRENCH SHALL BE MAINTPJNED WHEN USING CLASS 2AND CLASS 3 MATERIAL. Z t 7 � �O � 2. DENSITV TESTING IS RE�UIRED IN 1 FOOT LIFfS ABOVE PIPELINE AT INTERVALS OF 400' MN(IMUM. THE RATE OF 1 GAL PER LINEAL FOOT OF THE THENCH FOR BACKFlLL AND 2, DENSffV TESTING IS RE�UIRED IN 1 FOOT L1FfS ABOVE PIPELINE. W Z� N n N 0.5 GAL. PER LINEAL FOOT OF 7AENCH FOR CO�UINA BASE. WAlER TO BE �� O 3. UNSURABLE IN-SITU MATERIAL SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. SPRINKLED EVENLY OVER TRENCH WIDTH. 3. UNSUITABLE INSITU MATERIAL SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. W y M�� Z 4. THE AFFECTED AREA SHALL BE RESTORED TO E�UAL OR BETTER CONDI710N OR AS SPECIFIED IN 4. UNSUITABLE IN-SITU MATERIALSUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. Z 7 J pp � PEflMIT / CONTRACT DOCUMEMS. 4. THE AFFECTED AREA SHALL BE RESTORED TO E�UAL OR BETTER CONDITION OR AS SPECIFlED IN C�� N 5. THE AFFEC7ED AREA SHALL BE RESTORED TO EQUAL OR BE7TER CANDITION OR AS SPECIFIED IN PERMR / CONTRACT DOCUMENTS. �� L N C PERMIT/CONTRACTDOCUMEMS. �Z a 3 � LOXAHATCHEE RIVER DISTRICT = � L � '� � N.r.s. NTS LOXAHATCHEE RIVER DISTflICT LOXAHATCHEE RIVER DISTRICT ��•g � a RE�S,oN: TYPICAL TRENCH DETAIL TYPICAL TRENCH & PAVEMENT N.T.S. � � L � � SD-1 fiEVISION: SD RE��S�oN: TYPICAL GRAVITY SEWER EMBEDMENT DETAIL SD-4 a @ Y o � APRIL,2012 FOR NON - PAVED AREAS APRIL,2012 RESTORATION DETAIL APRIL,2012 z N o�- L� �°-� �av MAXIMUM CHIMNEY HEIGHT (� � •� O SCH 40 FEMALE THREADED MANHOLE FRAME AND FlNISHED GRAOE (IN UNPAVED LANDSCAPED �yJ � lL ADAPTEfl AND THREADED PLUG RADIUS = 125• (TYP,) DOUBLE COVER U.S. FOUNDRY AREAS, M.H. SHALL BE SET 2' ABOVE FINISHED Y W SEE NOlE •7 SEE NOTE'3' � NO230.A6-M OR E�UAL GRADE ELEVA710N 3' 7. GRAD� AND ALL LANOSCAPING SHALL BE I�P� R/W L1NE OR EASEMENT LINE A MINIMUM OF 3' CLEAR OF MANHOLE OPENING. � 1 � �- ADJUSTTOGRADEWITHCOURSE30FBRICKAS MORTAR NECESSARY.17 MAX. HEIGHT. SET BRICK.S' BACK �•• �� SIDEWALK � FROM MANHOLE OPENING AND COAT WITH .S .�/i , CONCENTRIC - MORTAR INSIDE AND OUT CAP (ALT. ��EMS MAFlKER SEE NOTE'5 SWD RESIS7ANT SURFACE CONE SECTION � LOCATION) � � p��. PRECAST REINFORCED CONCREfE MANHOLE ? �(MINIMUMREINFORCINGSTEELAREA-02SOflN SEE NOTE'4' qpqPTER BUSHING TO SCH 40 BOTTOM OP LID RIM DISTANCE; 4' MIN. - PER SQ./Ff.,E.W.,OR #4 REBAR Q 17 E.W.) �'�+ TO G MAX. TO TOP OF CLEAN OUT MANHOLE BRUMASTIC JOINT-RAM NEK, KENT SEAL, OR PVC SDR-26 SERVICE PIPE (SEE NOTE 7") - APPROVED EOUAL. ALL JOIN7S SHALL BE COATED WITH .5' MORTAR INSIDE & OUT - SDR•26 PVC, G800 OR D.I.P. MAIN LINE WYE � �• '4 • 'NOTE: PRECAST REINFORCED CONCRETE _ -_ �. 78' MAXIMUM CHIMNEY ��. MANHOLE BAflREL SECTIONS AS REQUIRED GLUED CAP � ��'�`"�•" '" ' " -` HEIGHT FOR MANHOLE ., (NORMAL IOCATION) � �2' NIPPLE 4 TOP OF BOX FLUSH WITH - 4'b' DEEP.24' MNOMUM � COMPLETELY FILL ANNULUS BEfWEEN o FINISHED GRADE '- CHIMNEY HEIGHT FOR �� ADAPTEfl AND M.H. WALL WfTH FIRE CURED a MANHOLES 8' OR CLAY BFICK AND TYPE II PORTLAND CEMEM � TE � - TOP OF CLEAN OUT, 4' OR 5 DEEPER N � � SCH 40 FEMALE THREPDE� - o 1. WHERE SEWER LATERALS MAY BE FORCED TO BE INSTALLED ATA DEPTH GREATER THFW ADAPTER AND THREADED PLUG o z 3G DUE TO CONFLICT WRH OTHER U'fILITIES, THE WYE FfTTING MAY BE PLACED IN A VERTICAL SEE NOTE #5 N POSITION ON THE CLEAN-OUT FiISER PIPE (MAX.36' SEE NOTE #1 •q• •q• � 2. LEAVE RISER 18' (MIN.) ABOVE GRADE. WHEN HOUSE RISER CONNECTION IS MADE BY 3'W X 3.5'H DOGHOUSE "THICK MIN. OF.75 MONOLfTHIC SLOPE - �" 9p° MIN. t � BUILDING PLUMBER, RISER PIPE WILL BE CUT OFF, AND SET 7 ABOVE SOD GRADE BEDDING ROCK UNDER MANHOLE T SHALL BE LEFf UNGLUED). (ADAP'TER BREAKl1NES BOTTOM OF BOX (TYP), 9� BASE SEC710N J w 4" OF .75' BEDDIN6 ROCK o 3. IN AREAS WHERE NO SIDEWALK EXISTS OR WHERE NONE ARE PLANNED, THE CLEAN OUT (TYP) INSIDE OF BOX -_ =q�:�q�ry, �� '-. �.�� '+ � RISER WILL BE SETAT R/W OR EASEMENi LJNE. � O 4, IN AREAS WHERE GROUND WATER TABLE IS LESS THAN 38' FROM FINISHED GRADE, NIPPLE � OUT OF WYE WILL BE EXTENDED UP TO A POINT 8' MIN, ABOVE GROUND WATER TABLE. 5. EMS MARKER MODEL N0,1258, SERVICE LINE ELECTRONIC MARKER AS MFG. BY3M CO., TO NOTES: (�� g / a � REMAIN IN PLACE AFfER CANNECTION OF BUILDING SEWER. 6URY IN FRONTOF CLEAN OUT 1, STANDARD COVEFi MARKED WITH •SEWER•. \MIN.B" OF.75 ROCK UNDER ENTIRE BASE IXTEND BEDDING � z RISER 18' BELOW FlNISHED GRADE. GPAVEL A MIN. 70Ff. UNDER MAIN LINE PIPES EMEflING MANHOLE. F 2. CONCRETE: MIN. 28 DAY CONCREfE COMPRESSIVE P � Z p STRENGTH = 4,500 PSI. SECTION •/M" 6. 6' SINGLE SERVICES USED ONLY FOR COMMERCIAL OR MULTI-FAPAILY RESIDEMIAL UNfTS. N�¢�; � 4 3. REINFOflCING TO BE #6 GAGE WEIDED WIRE fABRIC. (7 7. WHEN MAIN IJNE IS G900 PVC OR DIP (EPDXY COATED), SERVICE PIPE SHALL BE SAME 4. CLEAN OUT BOX, PLACED ON CRUSHED AGGREGAlE. 7. WHEN THE MAIN LINE IS PVC, A DI3TRICT APPROVED HEAW AGGREGATE CAA7ED PVC M.H. ADAPTER d� MATERIALAS MAIN LINE. 5. ALL DIMENSIONS ARE APPROXIMATE. (HARCO OR E�UAL) OR FERNCO M.H, ADAPTER SHALL BE USED. CAS71N PLACE RUBBER BOOTS WITH u� 6. UD fl BOX MFG. BY BROOKS PRO�UCTS SERIES 38 TYPE OR STAINLESS STEEL HARDWARE (CAST•A-SEAL 12-08 OR EQUAL) MAY BE USED AS AN ALTERNATE. � a ¢ 8. WHEN APPROVED BYTHE DISTRICT, CLEAN-OUTS MAY BE PLACED IN PAVED AREAS, APPROVED E�VAL (LID: N0.36T CA3T IRON HEAW DUTY 2. CHANNEL WIDTHS AND INVERT RADII VARY UNIFORMLY FROM END TO END, v a HOWEVER, PROTECfIVE BOXES A3 SHOWN ON DETPJL SD-1 MUST BE INSTALLED. COVER WT:IBLBS, BOX: NO 36 80DYNT:92LBS.) 3. ALL HOLES FOR PIPES SHALL BE CAST INTO THE MANHOLES.OPENINGS REOUIRED ON ALL IXISTING �� MANHOLES SHALL BE CORED WITH APPROVED MACHINES. 4. WHEN INVERT DIFFERENTIALS BETNEEN PIPES ENTERING MANHOLES IS 2'. OR LESS, A'SLIDP TYPE FLOW (PLUMBERS ONLI� CHANNEL SHALL BE CONSTRUCiED TO FORM A SMOOTH FLOW TFANSITION. WHEN TWO (2) OR MORE DR4WN BAT •SLIDES' HAVE AN INVERT DIFFERENTIAL OF GREATER THAN .5' AND LESS THAN 7. THE MANHOLE SHALL WHERE EXISTING SERVICE LATERAL IS VITHIFIED CLAY PIPE, BELL (HUB) WILL BE REMOVED WITH BE 5'-0'. ALL INSIDE DROP MANHOLE'S SHALL BE 31.D. (SEE DETFVL SD�12). APPROVED SAW AND A'FERNCO' VCP X PVC COUPLING WILL BE USED TO JOIN THE DOSTING AND 5. A MINIMUM DIFFERENTIAL OF .1' SHALL BE PROVIDED BEf WEEN THE INLEf AND OUTLEf MPE INVERTS. DESIGNED �DG NEW PIPE. FERNCO COUPLING WILL BE WRAPPED IN STRANDS OF COPPER WIRE AND COUPIJNG 6. ALL MANHOLES 14' OR MORE FROM RIM TO LOWEST INVERT, SHALL RECENE (,`pLL @EFOREYOU DIO ISSUE DATE WILL BE BEODED IN TYPE'5T ROCKTO UNDISTUfiBED MATERUIL. WHERE EJOSTING SERVICE A MINIMUM 0.5• THICK COATING OF SEWPERCOATOR APPROVED EQUAL _/_/_ LATERAL IS DIP OR G900, A DISTRICT APPROVED PVC TRANSRION COUPLING WILL BE USED. 7. qLL MANHOLES IN A WELL FIELD PROTECfION ZONE 1 OR 2, SHFLLL RECENEA MINIMUM 1"THICKCOATING OFSEWPERCOATORAPPROVEDEQUAL. � PROJECT No. 7p�p�g � LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT � ".T.S. 4" OR 6" SINGLE SERVICE CONNECTION " SANITARY SEWER LATERAL CLEAN OUT N.T.S. C . r R�s�oN: DETAIL SD-6 RL!2012 PROTECTIVE BOX (PAVED AREAS ONLI� DETAIL SD-10 R�� z PRECAST MANHOLE DETAIL SD-11 siio:�aoo`aaz-a»o APRIL. 2012 � � SEPARATION REQUIREMENTS ` 82355.314 FAC. AUGUST 28, 20W '�� 1. HORIZONTALSEPARATIONBE7WEENUNDERGROUNDWATERMAINSANDSAfJRARYORSTORMSEWEHS, 19.5" � O O�O�O O WA$TEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ONSfTE SEWAGE TREATMENT , c O� �O AND �ISPOSAL SYSTEMS. - 't" - o o o ° o � � O O O O O O 0. NEW OH RELOCA7ID UNDFAGROUND WATER MAINS SHALL BE WDTO PPOVIDEA HOPoZONTAL DISTANCE OF 3p5• � p�3ANRARY� p� ATLEAST7HREEFEEfBE7WEEN7HE0UTSIDEOFTHEWATERMPJNlWD7HEOlfBIDEOFANYEX1571NOOR O O SEWER O PROPOSED STORM SEWER, STORMWATER WHCE MNN, OR PIPELINE CANVEYING RECLAMIED WA7EH �� O � REGULATED UNDER PART III OF CHAPTEF 82-810, FA.C. � O O O O O � �O �O� B. NEW OR HELOCATED, UN�ERGROUN� WATER MAINS SHALL BE LAI� TO PROVIDE A HORIZIXJTAL DISTANCE � O O O O OF AT LEAST THREE FEET, AND PREiERABLV TEN FEET, BETWEEN THE WTS�E OF THE WA'fEH MAIN AND THE OUTSIDE OFANY IXISTING OR PROPOSE� VACUUM-7YPE SANRARY SEVdER. � I 3025 �, 4.5' � C. NEW OR FELOCATED, UNDEHGROUND WATER MP1NS SHALL BE WD TO PROVIDE AHOflIZOMAI DISTANCE OF f 41 5' � AT LEAST SU( FEEi, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF 7HE WA7ER MAIN AND THE OUTSIDE OF ANV IXISTING OR PROPOSED GRAVRV- OR PRESSURE-TYPE SANITARY SEWEF, WASTEWATEIi FORCE MAIN, OR %PELINE CONVEVING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARA710N DIS7ANCE BEf WEEN WA7EH MAHJS AND GHAVITX7YPE SANITARV SEWERS SHALL BE FEDUCED TO iHFEE FEEf WHERE 7HE BOTfOM OFiHE WATER MAIN IS U11D AT LEAST SUC INCHES ABOVE THE TOP OF 7HE SEWER. 2. VERTICALSEPARATION BEfWEENUNDERGROl1NOWAlER MAINS AND SANITAFiY OR STORM SEWERS, WASTEWAlER OR STORMWATER FORCE MAINS, AND RECW MED WATEP %PELINES. A NEW OR RELOCA'fED, UNDERGROUND WATEfl MAINS CROSSINCa ANV IXISTING OR PROPOSED GRAVITY- OR 230,A&M VACUUM-TYPE SANITARYSEWER OH STORM SEWEfl SHALL BE WD SOiHE OU7SIDE OF7HE WA7EF MNN IS AT LEAST 31X INCHE3, AND PREFERABLV 121NCHES, ABOVE OR AT LEAST 121NCHES BEIOW THE OtfrSIDE OF 7HE OiHER PIPELINE. HOWEVER, R IS PflEFERABLE TO LAYTHE WATER MNN ABOVE 1HE OTHER PIPELINE. 8. NEW OH RELOCATED, UNOERGROUND WATER MAINS CROSSING ANY EXISTING OR PROP0.SED PRESURET'PE SANRARYSEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYWG FECWMED WATER SHALL BE WD SO THE OUTSIDE OF THE WAlEHMP1N IS AT LEAST 121NCHES ABOVE OR BELOW TiE OUTSIDE OF THE OTHER PIPELJNE. HOWEVER, R IS PREFERA9LE TO LAY THE WATER MAJN ABOVETHE OTHER PIPEIJNE. C. AT THE UTILITY CROSSINO �ESCHI6ED IN PARAORAPHS (� AND (B) ABOVE, ONE FULL LENOTH OF WATEH MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPEIJNE SOiHE WAlER MAIN JOINTS WILL NOTES: BE AS FAR AS PoSSIBLE FAOM THE OTHEfl PIPELINE. AL7ERNATNELY, AT SUCH CROSSINGS, 7HE PIPES 1. U.S.F. #230-A&M MANHOLE RINO & DW BLE COVER, APPROXIMATE SHALL BE ARRANGED SO THAT ALL WATEH MAIN JOINTS ARE AT LEASTTHREE FEEf FFiOM ALL JOINTS IN TOTAL WEIGHT 805 POUNDS VACUUM-iYPE SANRARY SEWEFfS, STORM SEWERS, STORMWA7ER FORCE MNNS, OR %PELJNES CONVEI1NG 2. IN CASES WHERE A SHALLOW FRAME IS RE�UIRED USF MODEL N855 RECWME� WATER REGULATED UNDEfl PART III OF CHAPTER 82-810, F.AC., AND AT LEAST SIX FEEf FROM MAV BE SU&STUTED FOR MODEL #230-A&M ALL JOINTS IN GRAVRY• OR PRESSURE-TYPE SANITARY SEWEAS, WASTEWATER WRCE MAINS, OR PIPELINE3 CONVEYINO RECWMED WATER NOT REGUUITED UNDER PART III OF CHAPTER 62£10, F.AC. 'RE�UIRED BV: HflS, STATE OF FLOHIDq PALM BEACH COUMY PUBLIC HEALTH UNIT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT ".T.S. ".T.S. STANDARD WATER AND SEWER R��S�oN: MANHOLE FRAME AND COVER DETAIL SD-13 REVISION: SD�3O ��,�0,2 ppp��pp�p SEPARATION STATEMENT � � 8 � CONCRETE COLLAR a CAST IRON VAIVE BOX POUR CONCREfE TO GRADE SCREW iYPE MARKED "WATER' �IN 50� AREAS. TOP OF PAVEMENT �_ _ .. __..._. ° w � V W N � � W z �aow � C.I. ADJUSTABLE VALVE BOX N o N � F (INSIDE SCREW TYPE) m � o zz OPERATING NUT APPROVED RESTRAINED MECHANICAL JOINT VALVE CUTTING-IN SLEEVE, NOTES: 7. CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT SURFACE IS FINISHED PRIOR TO CONDITIONAL FINAL INSPECTION. 2. WHEN OPERATING NUT IS DEEPER THAN 36" A ONE PIECE EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 20"-30" BELOW FINISHED GRADE. EXTENSION BOLTS & NUTS ARE TO BE STAINLESS STEEL. A HIGH STRENGTH STEEI CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 3. VALVE BOXES SHALL HAVE COVERS MARKED "WATER". 4. VALVE BOX EXTENSION TO BE D.I.P. OR C-900 PVC SDR 18 (BLUE) 5. A CUT-IN INSTALIATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT ASSEMBLY. 6. IN OROER TO MAINTAIN ADEQUATE COVER OVER VALVE NUT, THE FOLLOWING MINIMUM COVERS OVER PIPE ARE REQUIRED GATE VALVE SIZE MIN. COVER OVER PIPE i6" 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 � �� / � %\/� �� \ SURFACE SEE NOTE 4" DIP 80LLARD FlLLEO WITH CONCREfE AND PAINTED YELLOW. (TYP.) (SEE NOTE f 0) Z � � � �� "' �/\ M \ RESTRAINT HYDRANT TEE OR - TAPPING SLEEVE (A WELDED OUTLET TEE MAY BE � APPROVED FOR MAINS 24" AND L4RGER) 4 1/2" PUMPER NOZZLE FApNG ACCESS R/W AND � (2) 2 1/2" HOSE NOZZLES. io 3��x3'x6' CONCRETE COLIAR (POURED IN PLACE) ,� FWISHED „�� GR4DE � SEffINGz I 6" (SEE DETPJL) � 6" GATE VALVE� _ . POTABLE WATER MAIN I� / � 1/4" VALVE OPENING MEGALUGS OR APPROVED EQUAL (NP.) MEGALUGS OR EQUAL NOTES: 1. HYDRANT SHALL BE /NSTALLED PLUMB AND TRUE IN UN06STRUCTED LOCATION AND SHALL NOT INTERFERE WITH PEDESTRIAN WALKWAYS, BIKEPATHS, ETC. (MIN. 7.5� FEET CLEARANCE ON ALL SIDES). 2. THE SAME MODEL HYDRANT SHALI BE USED THROUGHOUT CURRENT CONTRACT PHASE. HYDRANTS MUST BE ORDERED RED IN COLOR, WITH FINISHEO EPDXY COAT APPLIED BY THE HYDRANT MANUFACTURER. HYDRANT SHALL BE FACTORY EQUIPPED WITH PLUGGED DRAIN HOLES. 3. VALVE SHALL BE PLACED ADJACENT TO MAIN AND RESTRAINED WITH MEGALUGS OR EDUAL 4. HYDRANT TEES ARE PREFERRED. 5. ALl HYDRANTS SHALL BE TEE'D OFF OF MAINS 6. HYDRANTS SHALL N0T BE PLACED IN SIDEWALKS, ROADWAYS. OR BIKEPATHS. 7. FIRE HYDRANT SHALL BE IOCATED 5� MIN. FROM EDGE OF PAVEMENT WITH RAISED CURBING. 8. ON RUNS LONGER THAN 60 FEET ANOTHER VALVE IS REQUIRED LESS THAN ONE PIPE JOINT OF THE HYDRANT. 9. PAINT SAFEf! RED, IF REQUIRED, WITH APPROVED PAIM. �0. BOLLARDS MAY BE REQUIRED FOR HYDRANTS WITH LESS THAN 7 FEET TO EDCE OF PAVEMENT (WRHOUT RAISEO CURBING). NO BOLLARDS SHALL BE /NSTALLED IN COUNTY RIGHT-OF-WAY "CLEAR ZONE': � 1. BURIED HIDRANT HARDWARE SHALL BE STAINLE55 STEEL (T)'PE 304L OR 7YPE 304 BOLTS/TYPE 304 NUTS). 12. NO CONNECTION (TEE, TAP) IS ALLOWEO BETWEEN THE HYDft4NT CONTROL 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° -� u i'x a' NIPPLE � NIPPLE D 1" GATE VALVE - NOTES: O 1" MALE ADAPTER 1. USE HYDRANT WRENCH ONLY. 2. ALL PIPES AND FlTfINGS SCH. 40 P.V.C. (PIPE COLOR : WHITE). FIRE HYDRANT �. x 8 �� ADAPTER (BR45S) NIPPLE H'/1" MALE OUTLET 1" 90 BEND 1"X 4" NIPPLE 1" FEMALE AOAPTER POTABLE WATER MAIN FIRE HYDRANT SAMPLING POINT copyright �O 2oio Q J Q � l.i� d' � W W M W � Z Q � O J � W � �. W = � O � Z O r 2 I..L = O = W Cn w Q � r � M � U z y C � (� � n � O � y n N � W y � � Z C7 NLLLN C Z > � rn � y wam��c, 2 .�.+ V C �IJ J � O�D fp 7 C1 Q � � t � C Q � X Y L U �o��Eav (7 � '� O W � � Y W � 0 � � � a � og a z z- �� d� � � a U a � o DRAWN &T DESIGNED 1�G ISSUE DATE _J_J_ PROJECT No. 121215 C.6 CONSTRUCTION PROCEDURES T Surf ce Replacement Trso� Area �See Note 6 � THE BACKFILL FOR THE FIRSi AND SECOND g^ Ditth Width F 6 - STAGES SHALL BE PLACED IN 6 LAYERS W-f 4ft (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO f00x OF MAXIMUM DENSItt AS DETERMINED BY A45HT0 T-99. �- R/W LJNE FOR ROADS, BACK OF CURB/SIDEWALI( OR EDGE OF DRIVEWAY FOft 07HERS. LIMR OF MINIMUM rUNOBSTRUCTED SPACE. GRASS APPROVED COPPER MElER �� SElIING ASSEMBLY WIiH Bv cONmACra1 �i� BY-P �ROVED NETER BOX AN �� IJD W/ MOUSE HOLES) ��' �.� (sEE norE 1t) R/W UNE FOR ROADS. BACK OF CURB/SIDEWALK OR FDGE OF ORNEWAY FOR OTHERS. LIM17 OF MINIMUM UNOBSTRUCTED SPACE �� (NO THEES, SHRUBS EiC.) CONTROL VALVE 6" FROM R/W UNE, 12" MIN. MEA, &1CK OF CURB/SIDEWALK OR EDGE �/ OF ORNEWAY. � BY CONTRACTOR OR DEPARTl/EM . 9Y DEVELOPER I STAGE i: �o E > � fT � .��.�.�, n � �� N � Replac $ment E Base {See note 2) THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES ° Identificotion OF THE PIPE, USING MECHANICAL TAMPS ° SUITABLE FOR THIS PURPOSE THIS N Tape COMPACTION �APPLIES TO THE MATERIAL (See note F) PLACED BENEATH THE HAUNCHES OF THE o Dia. Varies PIPE AND ABOVE ANY BEDDING REQUIRED. y� STAGE 2 �p^ Varies �y" Min. W Min. THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG TNE REPLACEMENT OF FLEXIBLE SIDES OF iHE P/PE AND TO A POINT pAVEMENT FOR PERMITTED INDICAiING THE iOP OF SUB-GRADE CONSTRUCTION NOTES PqVEMENT CUT MATERWL. �) W�H EQUAL L OR C GREATER STRUCTURAL ADEQUACM S AS UNSUITABLEN� S�TU MATERA 5 5 DEBRIS AND LARGEft ftOCKS SHALL BE REMOVEO. 2) REPLACED BASE MATERIAL OVER DIiCH SHALL BE 16" MINIMUM FOR THOROUGHFARE PLAN ROADS. 3) ASPHALT CONCRETE PAVEMENT JOINiS SHALL BE MECHANICALLY SAWED AND BU7T-JOINTED. 4) BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDAROS) SHALL BE PLACED IN PNO Oft THftEE LAYERS (6 MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSIN. 5) ' SURFACE TI7ANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A DISTANCE OF 50�ON BO7H SIDES OF THE OPEN CUT AND FOR A FULL LANE WIDTH. 6) 1" 5111 ASPHALTIC CONCRETE OVER 7 1/2 " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/50. YD. 7) PIPE SHALL BE PLACED IN A OftY TRENCH. GENERAL NOTES A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WI7H APPLICABLE FDOT STANDARD SPECIFlCATIONS FOR ROAD AND BRI�GE CONSTRUCTION AND COUN71' PPM// EL-0-3605. B DENSITY TESTS SHALL BE TAKEN IN i FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM , (i SE7 MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESUL75 SHALL BE SUBMITlED TO CONSTRUCTION COORDINATION DIV/SION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD WILL PROVIDE NLL-TIME INSPECiION DURING THE ENTIREiI' OF iHE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAYATION AND CONiINUING THROUGH THE COMPLEf10N OF iHE PAVlNC. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM ].25 ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF TNE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PL4CE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNN RETAINS THE RIGHT TO USE POSTED SUREIY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PER100. ALTERNATNE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) THE FlNAL RESTOR4TION, THE ftOAD SHALL BE MILLED/RESURFACED FOft A FULL LANE WIDTH OF THE TRAVEL LANES ENCROACHED BY THE TRENCH AREA, INCLUDING A TRANSITION AREA OF 50 FT ON EACH SIDE OF THE TRENCH, THE PAVEMENT SHALL BE MILLED AND RESURFACED PER CONSTRUCTION NOTE 6. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY�S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING /S REQUIRED FOR DIP/PCCP WATEft MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS PURPLE), GAS MAINS (YELLOW . OR AS REQUIRED BY THE APWA. OPEN CUT IPE INSTALLATIO THOROUGHFARE ROAD IRON HANDLE NOZZLE ASSEMBLY PADLOCK PROVISION N I I I IlI IN I� ALUMINUM COVER N�S: 1. THE PERMANENT SAMPLING STATION SHALL BE INSTALLED AT EACH UTILIiY WATER SYSTEM INTERCONNECT AND AS DIRECTED BY THE DEPARTMENT. ALUMINUM BASE 2. THE SAMPLING STATION SHALL BE 36 x36" CONCRETE LOCATED IN EASILY ACCESSIBLE COLLAR W J/4 AREA, MINIMUM 10'(FEET) FROM REINFORCEMENT EDGE OF PAVEMENT, PREFERABLY GRADE IN GRASSED AREA. � 3. ALTERNATNE DESIGNS WILL BE AC- . .°a . 0�� APPROVAL ENT. .. . . . ... . �. /�� 1 r� �\��%\` `\` \\`�\` 3/8" BRASS PIPE 3/4" P.V.C. SCHED. 40 7" P.V.C. SCHED. 40 PIPE W/3/4" F P ,-, WATER MAIN PACK JOINT COMPRESSION FITfING J 3/4" TAP W/DOUBLE STR4P SADDLE & CORP. STOP PERMANENT SAMPLING STATION DETAIL NIPPLE I �'�� _ . . . � R.P. . (SEE N07E i) COMPRESSION ADAPTER (POIM OF SERVlCE) BY PA55 COMPRESSION ADMTER (lYP.) pOTABLE 2 BALL VALVE (COMROL VfdVEJ LOCKIN6 WATER MNN NPE W/ BOX, 7Y FROM R/W LINE, EOGE Rp OF SIOEW/LK, DRIVEWAY, OH BACK OF CUR6 ^ �(SEE NO7E i) TOP OF � v PAVED AREA � �/p" 70 2 ABOVE FlNISHED GRADE IN GRASS f4" PVC VALVE BOX I rp° IN PAVED AREA /�- 4' RECESSED � / � � 1 I I_ I I /_ G N R A �ED BRA55 PLUG / 12�ti Z' � 2' COFP. STOP WITH � w j � ��. �a� �� x � ' (CONCFETE COIlAR REWIRED M GFASS Z� PV � f� •g. TEMPORARY CAP AREAS) COMPRE$$ION AR4PTER s' s' (POINT OF SERVICE) 1 z� 2 LOCKINC CURB S70P (FEMALE X ______ SPOOL PIECE FIANGED) MUST FlT 7-1/2" METER FLINGE I PRESSUftE TEST LIMIT 4" THICK 3/4" COMPACTED ROCK BASE � � (SEE N07E 15) 90' PVC SCH 80 BEND (ttP.) DOUBLE STRAP $ADDLE WITH CORPORATION STOP �pNG SERVICE (SEE NOTE 3) POTABLE WATER MAIN NOTES: 1. ALL SEINICES TO HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVEMION ASSEMBLY (R.PJ. TNE IN17LV. TESf OF THE R.P. SHALL BE PERFORMED BY THE DEPARTMEM. THE ft.P. SNALL BE INSTALLED AS CLOSE AS PoSSIBLE TO THE POINT OF SERVICE. 2. 12' MINIMUM CLEARANCE TO BE AIAIMAINE� BEIWEEN METER BOX/BYPA55 AND ANY OB57RUCTIUN. 3. FOR INSTALlA710N OF SEIMCE$ UNDER DRIVEWAYS AND ROADWAYS, USE MIN. 4" OLAMElER BLICK IftON, PVC SCH 40, OR H�PE SDR 9 CASING. CAS/NG SHALL EXTEND MIN. 24' BEYONO EDCE OF PAVEMENT. CASING TO BE SFALED W1iN CEMEM. Cn51NG SNNl BE COLOR-CODfO BLACK, WHITE. BLUE 0!7 BWE STFIPE�. 4. SUCCESSNE TAPS IMO THE WATER MNN SHALL BE SPACED A MINIMUM OF 18' APART. TAPS SPACEO BElWEEN iH' AND 48' SMALL BE OFFSEf TO EACH SIDE OF 7HE MAIN. TAPS ON 7HE 54ME SIDE OF A WC PIPE SECTION SHALL BE MIN. 70' APART. 5. MEiER SHALL NOT BE PlACEO IN SIDEWALK OR DRNEWAY AREAS. SE(MCE LINES AND 7APS SHALL NO7 BE PLICED UNDER OHIVEWAYS WHENEVER PoSSIBLE. 6. MAXIMUM SERVICE LENGTH IS 700' TO MElER. 7. BEDDING (M/N. 4) AAlD COVEk (MIN. 4' OVER SERVICE LINE OR CASING SHAIL CONSIST OF FlNE GRANUTAH MATERLI4 UNSURA6LE IN-SIN M4TERWLS SUCH AS MUCK, DEBR6 AND lARGER ROCKS SHALL 9E REMOVED WRH 2' MAXIMUM SIZE. 8. METER SERVICE WILL N0T BE INSTPllED ACTNATED UNTIL: � � A -FORM BOARDS FOR ORNEWAY ANO/OR SIOEWALK AFE IN PUCE OR -ORIVEWAY OR SIDEN'ALK IS /N PL10E B. �MNdIMUM UNOBSTRUC7E0 SPACE' (AS SHOWN) IS PftOVIDE�. MIN. 12' VEft71CAL SEPARATION IS FEQUIRED 70 OTHER UTILIlIES. C. REQUIRED BACKFLOW PREVEMION ASSEMBLY IS INS7ALLED AND HAS PASSED THE INRIAL TEST. SERVICE COMPoNENTS SHNL BE CONS7RUCTEO FOR THE ME1ER TO BE INSTALLED 7RUE" AND ° PLUMB" AND TO ALLOW METER 9. RFADINC THROUGH THE MElER RFAOER LIO. MPROVED COPPER METER SETi1NC ASSEMBLY REOUIRm. 10. MEIER TO BE IA5TAILED BY THE DEPaRTMENi. THE PIPING BEYOND THE CONiROL YALVE SHALL BE INSTALLED BY THE DEVELOPER OR THE DEPARTAIENT, DEPENDINC ON THE TYPE OF SERVICE INSTALIATION REQUESTED. ,,. ALL HAROWARE FOF F(ANGEO CONNECiIONS (BOLTS. E7C.) TO BE STAINLESS STEEL. 12. THREADED AFEAS OF CORPORATION STOP ANO OTHER FITilNCS SNALL BE SP/HAI. WRAPPED WRH TYO (2) NRAPS OF TEFLON TAPE. 13. METER 90XE5 IN NIN!-GRA55 ARE45 SHALL HAVE TRAFFlC RATED L105. 14. A 4° THICK COAIPACTED 3/4' ROCK BASE IS ftEQUIRED. THE BASE SFLLLL EMEND MINIMUM 72' BEYOND THE MElER BOX 15. PEPoMEIER. POTABLE WATER SERVICE 2" METER INSTALLATION DETAIL (PVC) 1 I � PoTABLE WATER MAIN . 8' ± 1/2' FOR 1° ME1ER 4 7 1/2' ± 1/2' FOR 5/8� MEfER TOP OF PAVED ARE1 MEfFR TO 9E SEf BY DEPN 4" RECESSED BRA55 PLUG-� 12 MIN. PLAN 12 MIN. TEMP GIP � R.P. IF REf (SEE NOTE APPROVED AIETER BOX (NO MOUSE HOLES) ANO /I EOGE OF Ui1L�IY EASEMENT� !' TO 2 ABOVE FlNISHEO IN GRASSED AREA R P (SEE NOTE �'i) PAVED AREA. n �l ' �ISHED GRPDE BEND CWPIJNG EDGE OF J COVER PAVEMENT THREADED BRA55 NIPPLE (Ai1PxMIP) �4' OF 7" TNR!�ED BRASSI 90' BEND (FlPzflP) 90' BENDS � \\ `6 THREAOED BRA55 NIPPLE (MIPxMIPf \\ W/ TEMP PVC CAP (PoINT OF SERVICE) CORP' STOP \\ �-LOCKING PACK JOIN7 YOKE ANCLE CURB STOP \ (3/4 FOR 5/8 X 3/4'METER, 7 FOR 1 METER) �C SERNCES (SEE NOTE $3) ` �-�� X 3/4' RED. (5�8' METEftJ; i-1�2� X Y RED. (i� ME7ER) �� 1-1/2" QUARTER TURN CONTROL PALL UALVE W/COMPRESSION CORPORATION STOP CWPUNGS W/ 'T' HEAD & VALVE BOX (PRESSURE TEST LIMIT) SECTION NOTES: 1. ALL NON-RESIDENML SERVICES, SElMCES FOR ALL BUILDINGS OVER 7HREE STOI21E5, ANO RESIOENTIAL $ERVICES WIiH INOMWALLY MEIERED ftECWMED WAR7t SERVICE TO HAVE AN APPROVED ftEDUCED PRESSURE PRINCIPLE BSCKFLOW PREVEN710N ASSEMBLY (R.P.J. THE INI7l4L TEST OF 7HE R.P. SH?LL BE PERFORNED BY TNE DEPARiMEM. THE R.P. SHALL BE INSIW.LED AS CLOSE AS PoSSIBLE TO THE POIM OF SERVICE. 2. 12' MIMIMUM CLEARANCE TO BE MNMAINED BETWEEN METER BOX AND AN1' OBSTRUCTION. 3. F 1 T I F N I W YS U MIN. K IR N PVC SCH 40 0 OR NS ALlA70N 0 SERVICES U DER ORVEWAYS AND ROAO A SE 3 DIAAIElER 6IAC 0, R HDPE SOR 9 CASINC. CAS/NG SMALL EXlEND MIN. 24' BEYOND EDGE OF PAVEYENT. END OF CASINC 70 BE SEALEO WITH CEMEM. CASING SHALL BE COLOR-COOED BIACK, WN17E, BWE, OR BLUE SIRIPED. 4� SUCCESSIVE TAPS IN70 THE WA7ER MAIN SHALI BE SPACED A MINIMUM OF 78' APART. TAPS ON SAME SIOE OF A PVC PIPE SECTION SHALL BE MIN. 10' APART 5. NEfER SHPLL NOT BE PLACE� IN SIOEWALIC OR DRIVEWAY PREAS. SERVICE UNES AND TPPS SHPLL NOT BE PIACED UNDER ORNEWAYS WHENEVER POSSIBLE.. 6� COPPE(7 SHN.L BE 71'PE K CONTINUOUS AND SURABLE FOR UNDERCRWND SERVICE WRH FfMEO CONNECTIONS. PVC SHALL 6E SCH. 40 PIPE WIiH SCH 80 PVC FllTINCS. �. MAXIMUM SERVICE LENGTH IS 100' TO AIETER. e. BEDDING (MIN. 4'� AND COVER (MIN. 4� OVER SEMICE LINE OR CASING SHALL CONSIST OF FINE GRANULM MATERW.. UNSURABLE IN-SRU MATERIn1S SUCH MUCK, DEBRIS AND IPRGER ROCKS SHAIL BE REMOVFD WrtH 2" MA%IMUA1 SRE. 9. MEfER/SERVICE WILL NOT BE INSTALLED/AC7IVATEO UMIL: A- FORM BOPR�S FOR DRNEWAY AND/OR SIDEWALK ARE IN PIACE OR - DRNEWAY OR SIDEWALI( IS IN PIACE B. 'MINIMUM UNOBSTRUCTED SPACE" (AS SHOWN) IS PROVIDED. (MIN 12' VERf1CAl SEPARATION IS REOUIRED TO OTHER UfIL/iIES.) C. - THE REWIRED BACKFLOW PREVENTION ASSEMBIY/DEVICE IS INS�ALI.ED AND HAS PASSED THE INITIAL TESr. 10. MEfER TO BE SEf BY THE DEPARTAIEM. 11. THE DEVELOPER/PROPEft7Y OWNER OR ASSIGNEE SFULL BE RESPONSIBLE FOR INSTALLATION OF SFJMCES BEYOND PRESSURE TEST UMfIS AS SPECIFlED 8Y THE OEPARTMENT. 12. THREAUED AREAS OF COftPORATION STOP AND OTHER FlTliNGS SHALL BE SPIRAL WRpPPED WITH 7W0 (2) WRAPS Of TEfLON TAPE. 73. MEIER BOXES IN NON-GRASS AREAS SH4LL HAVE 7RAFFIC RATE� IlDS. 14. A 12" THICK COMPACTED 3/4 ROCK BASE IS ftEWIRED FOR MEfER BOXES OUTSIDE OF GRA55 AREA. THE BASE SHALL EXiEND MIN. 12" BEYOND THE MEfER BOX PEPoMEfER. 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ROOM S p�+� `�1-793A959 sxow�xs STORAGE � n BA� rIXISTING 22"�i 52" � PULL-ON ATf� �sraR _ _ � CLASSRDOIA STORAGE OFF'ICE �. sbiaaa.izzs 9'-0 CLG Hf 9'-0' CLG Fir 9'-0' CLG HT 9'-0" CLG HT www. V ilinge-Amhiteays.rnm •� AA2G001195 : , io'-i i/z° a' io'-o i/z° a ro'-o i/z^ io•-i 7�2" 8' ¢`_q• 1�-0� io•_o_HOR� �^ � 31 O 29 28 i I I Q REMOVE 000R. �yo � q NEy► g(�Id,WAY i �� I�I i � x O�' � SIDE LI?ES, AND BLACK � SEAN RECESSED FlRE � AS REQUIRED. i � � 9'-0" CLG HT p��UISHER CPBINEf WITH � �� m � �/''� W '7 O .F--- ----------'---�� A4 (�IFY - MATCH E%IS11NG) SLB PBC F.E. 54' AFF o i>�'�� V J ~i G a pCSTI G ADDffI . I CLG H! � o� � a FT+ / ' � � � �� /J� a � ~^� z �' � 23 1( 11 ` 24 ELECTRIC AHU A 25 �1�'-0_HDR� s i �.�.1 � REMOVE IXISTING SIJDFJFS. �� ' /.� BLOCK 11P OPENING. PArCH ]�'.W BATHROOM CUR \ Pµ� PZ y Zg � r' O � FlWSH ON INTERIOR SID� g'-0" CLG HT �� I � U� TO MATCH IXISTING-� • . py - oasnrvc �craic � �a�-� i/z° .� e'-i i/ z' a° <' � E� R r,was � eo cN.�oN wra. � FLOOR FAMII.Y SUITE �`� � OFFICE i � �O TO i . v DWJN NK a � �t' 9'-0" CLG M , � � �; x � �FAl�tII�} BATH p� Ab � �� e � � 9-0 CLG M 3�_z s-o' e•-o^ � ��r-a i/z• a' u'-> >/z• 1/2 SF7 � _________________i E m Seal: � s�'-a i/s• io � o• O e'-s i/z^ 4 � �� FENCE n/c coNOasEa gs pLAy AREA ��y-�� IS MOUNfED ON ROOF - MiKheO E. Milb I FluriJa ucvueNU qR91Tn AHU /1 ABOVE LAW-BOY I 1 GATE v�nr�a�enw°fu.n,c. 40 GALLON WATER HFAlER p5 fi�-4� Cayyrigirt u'C y113 DRAIN TO EXIFRtOR VlllageA�dnhrK/ilA is'-o� �2'-s i/a. ._a s/a. �u.,��,�a. rn� aaw�,�... � OFFICE e• e 8 a�'� ��"a �� / � / e��.�w..��, NEN' ELECTRIC B•STEP �ra arwm a� w.w,g. p�a O I I GENERAL NOTES: � MECH 4• A � . .� 7. PROVIDE PAVED IANDNJG OUTSIOE ALL ConsultaM: TOD�n��r:R DOORS LEADING TO TiE EXTERIOR 7 f T�DDLER P�Y AREA Z A/C CON�ENSATE �RAIN L1NE5 PlSSING THRU NON AIR CONDRIONED AREAS MUST � H HAT# -� O5 10'-0" CL.(� Hf `� BE INSULATED L. kz"z3fir � 3. ANY NC DUCTS PASSING THRU THE WALL � EXISTING N TfIC ( IN THE GARAGE MUST BE 26 GA. SHEEf �CCES� STEEL OR MPRWE� EQUAL 6' MIN 10'yQ',,.�� Hf �j BEYOND PENEfRA710N 36' HIGH I O 4. TREATED LUMBER W7 IN FIELD MUST BE �' �; r �� B�B�� Revisions : �URSERY 5. CONTRACTOR SW1LL VERIFY EaUIPMENT, 4/i�/13 I I I : I I I� 70'-0° CLG HT EQUIPMENT SIZE AND CLEARANCES Z �' I-_1-_L_J_LL_� � •� REQUIRFD PRIOR TO CONSIRUCTING O 10'- " CLG s �j rv p EDUIPMENT WALL ENCLOSURES OR NO �W� EQUIPMENT PADS $7EP �i � � '�' �o� 10'-0" CLG HT I O 8. PROVIDE 4" BATT SOUND INSULATiON IN 18" MIN. I'm I 3 O � ALL PARTfIION Wei i c FbYER/ RECEPI'fON ` SEMI RECESSFD FlRE I 7. WATER SUPPLY IJNES SHALL BE COPPER, Z . y._0. pC11NG NEf WRH WC IS NOT ACCEPTABLE. SheetTitle: O 8 • SL9 C F.E. ' AFF omoN I �' FLOOR PLAN 3 ' -2 ' 3 ' -2 °` "—� R Q FOYER � �� I � EXISi1NG � 8 p_ I 16'-0" 11'-0" 8" n GRAB B.4R AT '^ �L FTH�/ RECEPTiON I Scale: 34` �) - � - - I/4' 1 - - - - Comm.: Dare: �' m 12032 7-10-12 i 5m 8 3/4' O 12'-3 7/�i I I 12'-3 7/4 O 5'-8 3/4' Drawn : Clle[ked : �� 0'-O CLG �jll I � �A MEM DECORATNE FlXm LOWERED i ir� _�p gy �II I � DECORATNE FlBERC S ALUMINUM PANEI.S BELOW BEA�1 SHURERS W/ SH DOGS SheetNo. (IYPICAL OF 3 AT SEMRI� _ g_5 --_ o �--- --- � !q PENE7RA7101L OR NO7CF6 9MLL -- BE WOE IN ANY SIRUCNRIV. MEMBER �� A1 I - 3 8' 0' 13'-0" COI.Wl6. W150MCf BLOCK AND SIEEI. ENTRY D�2IVE � � � � �� ,._ ,._ ,� � o� �. ' F L 0 0 R P� A N � � 0 VILLAGE ARCHITECTS AIA 900 N CYPRF�DRIVG, 5017'S 27 Ta{uesla, FL 33469 PAone Sfi1493.}959 Fax:567-7431225 www.V Wege.Amldtects.rnm AA2GOD1195 W � Q � Z �� W cn �, � ° �Q�� o� � � � � Seal: wvacen c. w�u�. Fx,�w. um.,. t�x�..uin��iz �m.�n.�a� Vill�� aA nunRn�.��a. rn a�arenorm e�cN�en be��wtl :a anY MFerPrqcau euayl6yag�m�mtwnF� The erthfe[! inwriH� Consultant a• wo r suoona SNCCO BANO RPISED PRCH 1° AN� 2 �. . SRlOCG 81 PRORE'A• scnte: i t/2 = i R IG H T E L E V A T IO N 1Q: 2 B[1� Y ReVisions : d/i'�/13 Sheek Title: NURSERY ELEVATIONS Scale: 1/�1'�1'.0' Comm.: Date; 12A32 7-10.12 Dra�vn : Ct�ecked : CRA MEbI Sheet No. A2 R E A R E L E V A T IO N _ "' , ^..°��."^ �—oECORnrr� �ouvERm �aeacuss sHUrrErss w/ SHUffER DOGS F R 0 N T E LE V A T IO N VILLAGE ARCHITECTS AIA 900 N CYPR65 DRN$ SI717'E 21 Teques�a, FL 33469 Phom:5b1-793.4959 Far.561-7431225 wrvw.Village-AaLit¢ds.mm AA26001195 a W o � �� x H a w �Q�W Z�°a ^ m F � � � ��: m�rcn�uc wu.� FlvA�a Lkaux Nu..1t{91Ti2 V111a8eM�IM �A Co��ri �t (f��p19 VW�gewraT AIA nuar,��w. n�a..wm�ereme �ioa«yw�..�mcett a�a..e,�mroe �a ror�,rw�v,a�� br �.�,v »�;a TheuduMi�wn4ng. Consultank Revisions : 9/�1/13 Sheet TiHe: DORM ADDTI'ION ELEVATTONS Scale: 1/9"=1'-11" Comm.: Date: iz�z �-iaiz n,��„n: ci,�k�a: cRr, t�ror Sheet No. F R 0 N T E L E V A T I 0 N A � R E A R E LE V A T IO N R IG H T E L E V A T IO N VILLAGE ARCHITECTS AIA 900I�* CYPRE55 DRIVE, SUITH 21 Tequesro,FL33469 Phone:561-743A959 Fac:567-743-1225 www.V'illage-Ardutec5.ms AA24001195 � c TOILEf TISSUE ,,,,�, OISPENSER GF7pg gAR BATH DETAILS �: ,ir a ,• 36"x32" GRAB BAR *`-----�• AT 34" AF.F. (TYP TOIIEf TISSUE r 80' DIA DISPENSER AT 1 NRNING CIRCLE 19" AF.F. i r � / � � � � - � � ALL-MOU D \ I TOILEf I — � WALL- ED I LAVATO T - • 34" A/AX. I L � _� BATH�, \ 30"z48" IAVATORY 48'x48° TOILEf CLEAR SPACE CLEAR SPACE 3 BATH PLAN DETAILS A4 scn�E: i/z°= i•-o° TODDLER BATH � TODULER UVATORY AT 24" MIN. A.F.F. 2-PIECE CHILDREN'S 70" TOILEf rouEr nssue DISPENSER AT 14' AF.F. 36 GRAB BAR AT 20" AF.F. (lYP) TODDLER BATH 2 PLAN DETAILS A4 sca�e: ,/s•= ,•-o° NOTE: IACATE FLUSH ACTNATOR ON WIOE SIDE AT ALL TOILEIS - �ocn� Fl.usn vawe e�enni ao.wcwr crsne anas. 2'-70' MIN. 7'-6 7'-6 7 4 3'_4" CLEAR SPACE CLEAR I SPACE MIRROR � — � SH I � I NO -ACCESSI I � , M 30"z48" CLFAR NO . ACC LE I FLOOR SPACE/ � W � �� FRONi AP�f+kOAC� \ �� I � � � SHOWfR ROOM i_ � � 4" CURB �� ' � NE BA Obf� NRNI G CIRCLE 1 FLOOR MWNTED � . PAftRIIONS / TOILET T155UE OISPENSER AT 79" AF.F. 5 • 60"x48 CLEAR — — — ROOR SPACE FRONT APPROACH 2'-10" MIN. CLEAR SPACE 18• �T� � 18' VERTICAL �pg gqq W�� GRAB BAR NON-SLICK FlPNSH TOILEf i155UE 12' LONG GRAB BAR �� OISPQJSER AT µ�� _�K FlNISH �K 19 A.F.F. 34' AF.F. TO CL 34 GRA6 AT 34" AF.F. ISEAT I �WALL-MOUMm �24' LbNG GRAB H�R TOILEf �y� NpN-SIJCK FlNISH [ � �34' A�F.F. TO CL I I 7'-6' � 2'-0° AMX �. � NEW BATHROOM PLAN DETAILS A4 scuE: ,/z•= ,•-o° w O � � O�O � [--i a� w � ~�� Z Q O r � a T- � l+ .�.� � � L"� � `" � Seal: �� Fl�ri�la Ixau Vu. AR91T13 V�Iages4tl�u�� AIA.L�c. co wuase nu �uNr�,�.�m. �m...�.re�ne erop�n au. �ro�n, �a.r.nmmte, a foeanvolMp - c5 eaepibv W�u�ent..�nl�� me..en�s.r�n ang Consullant: Revisions : 4/H/13 Sheet Title: BATHROOM DETAILS Scale: 1/7'=1'A" comm.: Dare: 12-032 7d0-12 Drawn : Checked : CRA IvtEM Sheet No. A4 FIAT CEMENT TILE ROOF ON 90 LB. ROLL SIAIE HOT MOPPm TO 30 LB. FELT'fIN-TAGGED TO 8" 57RIP5 OF ICEDAAI WAIERSHIELU WA7ERPROOFlNG MEMBRANE AT PLYWOOD JOIN75 AS SECONDARY WA7EFtPR00FlNG TO 5/e" IXf. GRADE PLYWOOD SHEATHING ON PRE-ENqNEERE� WOOD 7RUSSES AT 24'os. W/ 8d PoNG SHANK NNLS 4'o.c. AT EDGES AND 8"o.c. IN FlELD ALL 71LE TO BE FOAAIED IN PLACE USE ADHESIVE AT ALL FLASHMG, COLOR TO BE SELECIEO COM. COPPER DRIP ON 1'-0 9/16" 1x2 P.T. OVER 1ze FASCIA HEEL H�GHf �110•-s' ef1 Q �D' SOFFlT HT zxa P.T. i.mcEa w/ (z)i/z• ow , s i/z^ uc eo�rs iNro (2)zxiz WOOD BEANS AT 18" o.c. W/ SINPSON H3 HURRICANE TIE Ai EACH �._ SIDE OF TRU55 TOP AND BOTfOM .. 6' S1UCC0 FRIELE RSD 1' g DECORAi1VE IOUVERED ALUMINUM FlXm PANE15 BELAW BEA11 i ►10'-0' PLATE HT � THREADED ROD CONNECTOR W/ tNlfT AND 3"z3'x7/4' FlA7 W/SHER 6' STUCCO FRIQE RSD t°- 3 ENTRY DETAIL A5 SCALE: 3/4'= 7'-0° FRAYE STIICCO 7REA7MENr: 3 LAYERS OF SR1CC0 (7/8" TOTAL) - ON SELF NRRm PAPER BACKED MEfAL LATH ON 5/B" CD ER. PLYWOOD (8d COMMON GN_V. NAILS 6' o.c. AT EDGES, 72" o.c. IN FlELD) (2) ?x10 MIN HEADER (AT ALL OPENINGS) SUPPOR7ED BY 2n CRIPPLE FA SIUE SiRAP ALL .14CKS BEIWEEN WOOD HEADERS AND 2r TOP PLAiES W/ SIMPSON CS78 COIL SfHAP W/8-tOd NAIIS MIN. INTO EACH HEAUER, JACK AND TOP PLAiE AT EACH STRAP CIAD C45EMEM' OR SINGLE HUNG WINDOW STUCCO DRIP- SEAfAM — 5/8' GYP BRD CASING TO 6E FLAT CEMENT 11LE ROOF ON 90 LB. ROLL SlA7E SELECTED HOT NOPPED TO 30 LB. FELT TIN-TAGGED OVEF2 SELF ADHERED WAiERPR00FING MEMBRANE AS `WD. EMENSION JAMB �CONDARY WATERPROOFlNG ON 5/B" IXT. GRADE PLYWOOD SHErYfHING ON PRE-ENGINEQtED WOOD 2z P.T. BUCK ALL SIDES 7RUSSES AT 24'o.c. W/ Bd RING St1ANK NAILS OF WIN�OW. REFQ2 TO BUCK 4 AT EOGES AND 6'ac IN FIELD NOTES ON WINDOW SCHD. ALL T1LE TO BE FOAIAED IN PLACE. USE ADHESIVE AT ALL Fl.HSFiING, CALOR TO BE SELEC7E0 71" HEEL HFJGHT COM. COPPER DRIP ON 1x2 P.T. OVER 1u8 F/SC� __. (2) 2x BOTfOM PLA'fES W/ SIMPSON CS1B COIL SIRAP W/9-10tl WJLS AIIN. IN�O EACH JACK AND PIATE AT EACH STRAP 4" AND 2" SMOOTM — S7UCC0 BAND RA6ED ' 1" AND 2" WD. SILL CASING TO BE SELfCTED 5 TYPICAL BA DING WINDOW DETAIL A5 ��' USE OF FOAM IN EXTFtUDFD SCALE: 1 7/2'= i'-0" SR1CC0 PROFlLES IS PROHIBIiEU s/e° cm. w. oN ix2 P.T. FURRING AT 16" o.c. CASING TO BE —� `�- cn �CTED WD. IXTENSION JAMB 2 x P.T. BUCK ALL SIOES — OF WINDOW. REFER TO BUCK NOTES ON WINDOW SCHO. 1/2' W[ 1/2" OuARiER RWND CASING TO BE SEIECTED WD 2 SM007H :co enNO Rusm �ND 2" � 4 - TYPlGAL BANDl�1G WINDOW DETAIL A5 �E: USE OF FOAA1 IN EXfRUDED SG�E 1 1/2'= 1'-0' SR1CC0 PROFlLE$ IS PROHIBlfED �-STUCCO DRIP —SEA!/M CLAD CASEMENT OR SINGLE HUNG WINDOW z � 0 m � S 0 I a 2v8 WOOD BLOCKING AT 4'--�° MAX.— FRAAIE STl1CC0 7REATMENT: 3 tAYERS OF STIICCO (7/8" TOTAL) - ON SELF FURRED PAPER BACKm MEfAL IATH ON 5/B W EXT. PLYWOOD (8d COAIMON GALV. NAILS 6" o.c. FT EDGES, 72" o.c. IN FIELD) 5/8" Dbi. THREADED ROD CONNECTOR- 5/8" DIA iHREADED R00 AT 4'-0°� .c. AND AT ALL CORNERS AND EA. SIDE OF OPENINGS EMBED 7NRFADED ROD AND CONNECTOR 6' MIN INTO CONCREfE FfG. � 0'-D' MATCH EXISIING �E]N, RWf3_F1€�. — 1 s VEtl� FREE ATTIC: R-20 OPEN CELL SPAYED NJSULATION AT BOTfOM OF ROOF DECK. IXTEND INSUTATION TO 8EA11. REFER TO SPRAYED INSULA710N SPECS THIS SHEEf 2v4 AT 8'-0" o.c ON BOTfOM CHORD 5/B GYP BRD. ON /x3 fURRING AT 18" o.e. WOOD CROWN TO BE SELECTE� HURRIGNE STRAP AT EACH TRUSS SEE TitUSS PLrW FOR S2E (2) 2x8 TOP PLATE (SEE NOTE BELOVn GENERAL FRAMING NOTE: (2) 2z10 MIN HEADER (AT ALL OPENINGS) SUPPoRTED BY 2x CRIPPLE EA SIDE STRAP ALL JACKS BEfWEEN WOOD HEADERS AND (2) 2x TOP PLATES W/ SWPSON CS18 COIL STRAP W/9-70d WJLS MM. IM'0 FACH HEADER, JACK AND TOP PLATE AT EACH SfRAP R-78 MIN. BA1T INSULATION IN EIC�EPoOR FRAME Wa�c 2x8 WOOU 5ND5 AT i6' o.c. SIMPSON A35 TOP AND BOTTOM AT 32' o.c. 2x8 SILL PLATE BASEBOA(tD TO Al4TCH IXISTING M< AT 16"o.a TOP_ p4" iXL4 RE9CD/CE IS OESIBNm Wlfll A VENf FAEE ATIIC. OP110115 PoR R-20 SMMY RISIIIATqN AT BO7TdA OF NOOF DOC16 ARE �n� , R-20 ICYNENE INSUUTION (OPEN CELL) AT BOTiOM OF ROOF DECK. EXIEND INSULATON TO BFAM. (1' OF ICYNENE SPRAYED ON INSIIIATION R�3.66, R-20 NYLL RE�UIRE 5 1/2" MIN 7HICKN65) OPfION 2(FOR ATIHS YMERE THERE IS ICYNENE INSULATION AND MECFNNIGL EWIPMENT) R-20 ICYNENE INSULATION (OPEN CELL) AT BOTfON OF ROOF DECK. D(iEND INSUUTON TO BFAN. MPLY FlREfREE gg COATMG BY FlREFREE CQ4TINGS, INC. (888-990-S7B8) OVER ALL IXPoSED ICYNENE INSULA710N IN FNTIRE ATfIC PER FlREFREE H8'e SPECS. OPIION 3 DEMILEC 'SEALECTION 500 OPEN CELL SPRAYED POLYURtTHANE INSULATION AT BOTfOM OF ROOF DECKS (R=3,g7/IN, R-20 REqUIRES 5.26 YIN. THICKNE55) FLAT CEMEM TILE ROOF ON 90 L8. ROLL SLAlE HOT MOPPED TO 30 LB. FELT i1N-TAGGED OYER SELF ADHERED WA7ERPROOFlNG MEMBRANE AS SECONDARY WATQtPR00FING ON 5/B" IXT. GRpDE PLVW000 SHEA7HING ON PRE-ENGINEERED WOOD TRUSSES AT 24"o.c. W/ Bd PoNG SHANK NAILS 4'o.c. AT EDGES AND 6'o.c. IN FlELD ALL TILE TO BE FOAMED IN PLACE USE ADHESIVE AT ALL FLASHING. COLOR TO BE SELECTED 11" HEEI HEIGHT COPlr. COPPER DRIP ON 7x2 P.T. OVER 7z8 FASCIA� _ .�ip BH _ Y 6 SR1CC0 FRIQE RSD 7 2t4 AT 8'-0' o.c. ON BOTT011 CHOF2D STRAP AT EACH TRU55 PLAN FOR 52E 3 LAYERS OF SNCCO (7/e TOTAL) ON SFLF FURRED PAPER 84CKED AIEfAf. IAiH ON 5/e" CD E%T. PLYWOOD (8tl CAMMON GALV. WJLS 8 o.c. AT EDGES, 72 o.c. M FlELD) war Fa� Arnc: R-20 OPEN CELL SPAYED INSUU710N AT BDTfOM OF ROOF DECK. EXiEND INSULATION TO BEAM. REFER TO SPRAYED MSULA710N SPECS iHIS SHEEf �— 2�4 AT 8'-0' o.c ON BOTTOM CHORD � 5/8` GYP BRD. ON tz3 FURRING A7 16" n.e. WOOD CROWN TO BE SELECiED FIURRIGNE SfRAP AT EACH TRUSS SEE iRU55 PLAN FOR SIZE 2x4 FIRE STOP BOM� BEAA1 - REFER TO STRUC7URAL DRAWINGS FOR SIZE AND REINF. PROVIDE 90 DEGREE HOOK AT TOP OF EACH VQ271CAL BAR AND IURN IN DIRECTION OF BEAM 5/8" GYP BRD ON 3/4' P.T Fl1RRING AT 16' o.c. OVER 3/4' RIGID POLYURETHANE INSULATION (R 5.0) 8° CONC 6LOCK W/ SAND SNCCO FINISH 8 GA. UDDER NPE JOIM RONF. EVERY OTHER CDURSE VER'f. WALL REINF. - REFER TO SR2UCTURAL �WGS. FOR SIZE AND SPACING — DOWELS TO MhTCH 52E AND SPAGNG —� OF VEKi. WALL REWF. W/ 48 BAR DIA MIN LAP 7 7/2° BLOCK RECESS 0'-0° DOSTNG �. FLOQ�p�V. _ I NOTE NR AND SHIM ALL WALLS PLUMB AND CEIIJNGS LEVEL � ALTERNAiE FRAMING NOIE: 25 GAUGE AIETAL SR1D5 AND 25 GA FURPoNG MAY BE SUBSRTUfED FOR NON-BEN2ING INfERIOR PARTRION WALL ¢ AND FURRMG AT BLOCK WALLS AND i, C�IJNG. (VERIFY W/ OWNER) � 9 No7E: IYPICAL WINDOW SILLS TO BE 6"x8' POURED CONCREfE W/ 1 m II {�5 BAR CANT. (TYP) � �BASEBOARD TO MATCH EXISIING AT 16'o.c. TOP GRADE MUSf SLOPE AN ADDIiIONAL 6' +� �� 5�pg p�.� 6 MIL VISpUEQJ ? A - AWAY FROM RESIDENCE � GRADE MUST SLOPE AN ADDfIIONAL 6' �� VAPOR BARRIER ON NELL COMPAC7ED � �.-�_ � { � IERMI7E TREAIED FlLL REFER TO AWAY FROM RES�ENCE N � VERIFY FOOTING UEPTH W/ SOILS � � ' FWNDATION PLAN yERIFY FOOTING DEPTH W/ SOILS p,,,��. ENGINEER REPORT �""�' REFQ2 TO STRUCTURAL DWGS. ENqNEEFt REPORf FOR SlAB AND FOUNDATION SIZE AND REINFORCEMEM 2 TYP FRAME WALL � lYP NURSERY WALL A5 sca�: si4•= ,•-o- A5 SCALE: 3/4"= i'-0' NOTE: USE OF FOAA1 IN EXIRUDED 57UCC0 PROFlLES IS PROHI�TED IXCEPT AT FfiIQE AND CROWN CONCRE7E SLAB ON 6 MIL VISWEEN VAPOR BARRIER ON NELL COMPACTED 7QtMIlE iREATEO FlLL REFER TO FOUN�A710N PLAN REFER i0 STRUCNRAL UWGS. FOR SIAB AND FOUNDATION SIZE AND RdNPoRCEMENT VILLAGE ARCHITECTS ATA 900 N CYPRF5S DRiVE, SLRI'E 2] Tequesta, FL 33469 Phonr.561AA7�4959 Fa<:561-743.1225 www. V illage-qrcMtecb.cos AA26001t95 W � A �O�O C� � � a �Q�F FI � O � � � � L � � � Seal: Mi4hi1 C. Mille� FWriJa Li�nxe Nu. AR9172 �i��agenr��n v�'��nu nun�p,hc=�csmm. rn� Mwm� a.e x,e .��y,�m ..�mx.. ne �.ed forunv aherprojeers e^apt 6Y eE�Rmenl x��tF 'rn<vwetvmwnnn ConsultaN: ALBERT A. GARGIULO, P.E. Slructwo! Engineering Cons��llan� uaxs[ ra. r[ nsea uI 9Nffr aD. W6i PAW BCqqf. flG20A Pnone (561) 6%-5555 �roesraucnnteo:vcY� _ Revisions : 4/Z/13 Sheet TitIe: NURSERY DETAILS Scale: 3/4"=1'A° COmm.: Dute: iaa3z �-ia�z Draum : Clceeked : CRA MEtvI Sheet No. A5 � � �ar aooF Nore: MOOIFlm BINMEN SYSTEN WITH GRANULAR FlNISHED CAP SHEFf BY GAF OR APPROVED EqUAL. 7W0 PLY FlBERGLASS 'HOY MOPPED ON 30{� 81SE SHEET NALLED TO �ECK OVER 1' INSUTAiION OVER TMERED POLYISOCYANURA7E INSULATION (MIN 3' THICKNESS) A/ECHANICALLY FASiENED TO ROOF DECK PER M4NUFACTUREIYS SPECIFlCATIONS. COM. MEfAL FUSHING MRAP ROOFMG >>/2� T1PE B x 22 GA. GRADE 50 GALVANRED AIQABRANE OVER G-80 STEEL ROOF �ECK. 3-SPAN NIN. OVER 2X P.T. NULER TOP OF WALL CONi1NU0US FASIENm TO ALL SUPPoRTS W/ (MATCH EXISIING PROFlLE) 5/8" DIA. WDOLE WELDS O 6' o.c. 36/7 SNOOTH STUCCO PATfERN. FASfEN SIDE LAPS W/ 7�10 1EK FRIQE RSD 3/4� � �� PE � S.LF. EUUALLY SPACm PER SPMI. REFER TO FOOT TO SCIIPPER SHOP DRAWIN6S A72'-.0' BEAN HT (�YERIFY - MATCH EXISIING Hn CONCREfE BEMI - RF�ER TO STRUCTURAL �RAWINGS FOR SIZE AND R�NF. PROYIDE 90 DEGREE HOOK AT TOP � OF EACH VERIICAL BAR� AND IURN IN DIRECTION OF BEAM 8" CONC BLOCK W/ R0.47— SNJD STUCCO FlNISH TO MATCH IXISTING 9 GA IADDER TYPE JOIM REINF EVERY OTHER COURSE VERf. WALL REMF. - REFER TO Q STRUCTURAL DWGS. FOR SRE AND SPACING —� OOWELS TO MATCH SRE AND SPACMG � OF VERT. WALL REINF. W/ 48 BAR �IA.� MIN LAP 1 1/2 BLOCK RECESS� p �'-0" E%ISTING � AFlN' ft�4.�.�EV. _ _. � L4"z8 w/ 1/2" DIA. STEEL WEB JOISTS AT 60`o.c. REFER z 6' IXPANSION BOLTS TO STRUCNRAL DRAWINGS FOR SIZE AT 24"o.c. AND SHAPE OF JOIST MEMBERS L4'z4'x1/2" w/ 1/2" Dl4 L7'zik7/84 HORROM'AL ANCHOR BOLTS BRIDGINC ACOUSTIC SOUND A UA7WN 84TI5 OVER ALL CEI NOS. � �NEW SUSPENOED ACOUSIIC IAY-NJ iILE CAIJNG TO MATCH ExISTING. ELEVATION 9'-0". 12GA. HANGER WIRES AT 48"o.c. AND (4) PER LIGFi� FlXTURE. 5/8" GYP BRD ON 3/4' P.T FURRING AT 16' o.c. OVER 3/4' RIGID POLYUREiHM1E INSULATION (R 5.0) NOTE: NR AND SHIM ALL WALLS PLUMB AND CFJIJNGS LEVEL ALiERNATE FRAWNG N07E; 25 GAUGE A/E�AL SNDS AND 25 G4. FURRING lAAY BE SUBSTRUfED FOR NON-BEARING INTERIOR PARiITION WALL AND NRRING AT &.00IC WALLS AND CEIIJNG. (VERIFY W/ OWNER) NOTE: IYPICAL WINDOW SILLS TO BE 8 POURFD CONCRE�E W/ 7 �5 BAR COM. (lYP) AT 16 TOP , 24" GRl�DE MUST SLOPE AN ADDRIONAL 6" AWAY FROM RESIDENCE VERIFY FOOTING DEPTH W/ SOILS ENGINEER REPORT CONIRElE $LA8 ON 6 MIL V75WEEN VAPOR BARRIER ON WELL COAiPAC7E0 iERNITE iREATED FlLL RffER TO FOUNDA710N PLAN REFER TO StRUC7URAL OWGS. FOR SIFB AND fOUNDA710N SIZE AND REINFORCEAIENT �1 TYP DORM ADDITION WALL qg scn�: s/4°= ,'-o° SHE� MI SCUPPFR tii2'-0" BEAIA HT - �(MATCH EXISTING H CONDUCTOR HEAD AND DOWNSPOUT WHERE SHOWN FIAT ROOF NOTE: MODIFlED &iUMFN SYSTEN WIiH GRANUUR L3k3"x1' CONT. 57EEL ANCLE. FlNISHED CAP SHlET BY GAF OR FASfEN W/ 1/2' OIA WEDGE APPR04ID EDUAL 7W0 PLY FlBERGUSS ANCHORS AT 24'o.w FASTEN 'F10Y A�PPm ON 3Dk BASE SHEEf STEEL DECK TO ANGIE W/ 5/8" NNLEp TO DECK OVER 7' INSUlATION DlA PUDDIE WEIDS AT B�o.e. � OVER TAPERm POLYISOCYANURA7E INSUUTbN (MIN 3' THICKN65) GRA� SfOP-NOTC�m MECHANICAL�Y FASfENED TO ROOF OECK m u noeiu•r PER YANUFACNRER'S SPECIFlCATONS. . �. � ��nnv�nuiumun�umu�w ��6��44��4�� :��' ��i�� , I .��t.NL� ��...��.�4..� ,�L�� 1�� .� � y �'�. 1 a � + y� ��t _--_ �,�,\ �. VILLAGE ARCHITECTS AIA 400 N CYPRhSS DR[Ve, SIA'1'E 21 Tequesm,FL33469 Phone:%1-7A9-9959 Farz:561-7937725 — w�,�..v��.��.�o�, 50 AA260011A5 CK. 3-SPAN 1 WELDS 6 DE LAPS 5E0 PER I I U__ j_�_ AND SHAPE OF JOIST MENBERS 1 i I i 1 a TYP SCUPPER DTL A6 scn�: , ,/2°= ,�-o° FLAT ROOF N07E: MODIFlED BfTUMEN SYSTEM WITH GRANUTAR FlNSHED CAP SHEEf BY G4F OR APPROVED EQUAL 7W0 PLY FlBERGVSS MOY MOPPED ON 30� &lSE SHEEf NNLED TO DECK OVEF2 1" INSULATION OVER TAPEREO POLYISOCYANURAiE MSUlA710N (MIN 3" TFNCKN65) MECFiANMALLY FASTENED TO ROOF DECK PER MANUFACTURER'S SPEGFlCA710NS. 1/g WRAP ROOFlNG >>/Z� TPE B x 22 G4 GRAUE 50 G4LVANIZEb CONT. MEfAL FlASHING MEMBRANE OVER G-60 STEEL ROOF OECK. 3-SPAN MIN. OVER 2X P'T' Np1LER TOP OF WALL CON71NWU5 FASIENm TO ALL SUPPoRIS W/ (MATCH IXISTRIG PROFlLE) ///�� 5/8' DN. PUDDLE WELDS O 6" o.c. 36/7 L3'x3'xt CAM. STEEL ANGLE. FASTEN WI � . / PAT(ERN. FASTEN SIDE LAPS W/ 7�10 lEl( 5/8" DIA. PU�DLE WELDS AT 6°o.c. 1/4� SLOPE PER / SHOP DRA �Y PER SPAN. REFER TO rmr m scuaaEa r\12'-0' BEAN HT (�YERIFY - YATCH EXIS7ING H'h SMOOTH STUC CONCREfE BEAM - REFER O ST�RUCNRP URAWINGS FOR SIZE AND R�NF. PROViDE 90 UEq2EE HOOK AT TOP — OF EACH VERIICAL BAR AND NRN IN DIRECTION OF BEAiA 8' CONC BLOCK W/ fLOAT— SRND STUCCA FlNISH TO MNTCM IXISTING 9 GA. LA�DER TYPE JOIM REINF. EVERY OTHER COURSE VERT. WALL REMF. - REFER TO Q STRUCTURAL DWGS. FOR SIZE ANO SPAGNG —� i DOWELS TO MATCH SIZE AND SPACING � OF VERT. WALL REINF. W/ 48 BAR DIA.� MIN LAP 1 7/2 BLOCK RECESS� p 0'-0' IXISiING \ �py. Ra9R.€�v' _� - GRADE MUST SLOPE AN ADDRIONAL 6" AWAY Fl20M RESIDENCE 4ERIfY FOOTING DEPTH W/ SOILS ENGINEER REPORT NOTE: FUR ANO SHI11 ALL WALLS PLUMB AND CEILJNGS LEVEL AL'fERNA7E FPAMING NOTE: 25 G4UGE MEfAL SfUDS AND 25 GA. hURRMG MFY BE SU&SI'IMm FOR NON-BEARING INTERIOR PARfITION WALL ar+o FurtwNC ar ancK waus awo CEILING. (VERIFY W/ OWNk72) NOTE: IYPMAI WINDOW SILLS TO BE B PoURm COMCREfE W/ 1 �5 BAR COM. (1YP) AT 16"o.c. TOP �CONCREiE YAB ON 6 MIL NSQUEEN VAPOfi BARWER ON NE.LL COMPACiED lERW7E 7FtEA7ED FILL REFER TD FOUNDAlION PLAN RffER TO STRUCTURAL DWGS. FOR SIPB AND FOUNDAlION SIZE AND REINFORCEIIENT _�� TYP DORM ADDITION WALL A6 scuF: a/a^= ,'-o° J�":d' TD ST RAL DRAN7NGS FOR SR � ''1� D SH OF J057 MEAIBERS I �;'.� �� • � L7 z1�z7/64° UPLIFf BRIDGiNG AT I �' W NELSON 57�0 FlRST PANEL POIM i � � I ACOLISTIC SOUd� ATlENWTION � ears wEa nu c�uxcs. I I I NEW SUSPENDED ACOUSTIC LAY-IN TLE CEILING TO MATCH IXISTING. ELEVA710N 9'-0", 12G4. HANGEF2 WIRES AT 48 AND (4) PER I LIGHf FIXTURE. � I 5/B" GW BRD ON 3/4" P.T FURRING AT 16" o.c. OVER 3/4 RIGID � PoLYUREfF1ANE INSULATION (R 5.0) � � � O � � �1 x H�w H �QOa Z � � � � � � Seal: MitrhellC.Mlller EWrida Liwm�e No. qR9{�Z vu� a.�i °F AV�,Nc PY�BIit 2�13 Vlliage AIA nLL tlp,hc. mu�.md. Pmpn�y �U� xrliitat M are wtbbe usxl `ormY dM*woj�xts ii P�lYaBeemnrtv K��ar�w.m„s ConsulWnt AtBERT A. GARqULO, P.E. Struc�ural Enqiice�ing Conw'tant tIRNSE Ip. F( 12581 ]ZI 9Alffi RD. MESi P,11Y BEMr�. RCdIA Phone (561) 686-5559 (FO%STRLYTLRE O.VLY� Revisions : 4/+1/33 Sheet Title: DORMTTORY DETAILS Scale: 3 �,�, z1 � A . 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HANNAH'S HOME � x � H� x � �d [ � � � ��.� �� $z� ADDITION �� -� r � � � N ."". � y � a � � � � "$ �� g � �$� 4390 COUNTYLINE ROAD � � �'� �� y a � ° �° TEQUESTA, FLORIDA � �� " a � ` m s � > tri � liApAtDRY STORAGF, NOlE: PROVIOE FlRE SPRMKLER SYSTEM 7HROUGHOUI' NEW SfRUCTURE. IHfEGRATE NEW FIRE NAftM SYSfEM WffH EXI5fING ALARM SYSfEM BA773' CIASET �ocR �eiaz ucHr " our ucirr �r ��xir.oc�rrr .. . vfm+ �9�77ERr � . ' wmf �ea7rE(ir � . " . � wm{ e9rrear . . wm� anrrERr. . - ' �BACK-tlP . ' �BACk-l7P � � �BACK-l/P_ " � . " BACK=IIP . DORM'R06M.' D(3RM. ROOM . - . " . , DORM ,ROOM ' . , DORl/ .RbOM RM �loar ucyr WIiH BATfEM.' . � &�CK-UP' � DtrRM ROOM � �CIMUM . � TANCE: 68`-7 .� /� . �` � ,� � � � � � -- ^- . -----. -----. -- ---- _-- -- --- — - ------T�-� ! . . . 1� P '� '� 1 -7 . .� ��; - - Q . O- -; ' � �. + \+ t � t��:}:�t�: I 1 1yj ' STORAGE •''w . « . , « 1 � 5HOW�:RS , ` �.' + ` +' « � . ` I . , . . + + 0 � KITCHEN I .Q�,.�+�E+,+,+. q , � . C � I. 'O SATH MAXTMIiM �TRAVf * � + � * Oo I DIS� XlC�a 64 • � I. +�+ �. �. r +}� � ' � ' - � tlER1FY. @7(ISTING L(3CATION3 OF �+ + � ♦ + + 4 4 4 4 { � • 4 - � - � " � �FlRE EXiINGU15HER..IF N6 . - IAAW LOUNGE . exnwcuar�.rrrovroeo. '� - � ' - PR0IQDE PER NFPA �101 ' COIABO E11ERG AN�.� �REQUIREMENTS: � .IXrc LGrrt rirtH� . . , . . . . � . . . . . . . . � . � � B�4TTERY .&tCR-uP � LIFE SAF$TY NOTES: - � - �'N�� - ADDRESS OF 7EN4Nf IMPROVEMENT: 4390 COUNh' IJNE ROAD, TEDUESTA. FLORIDA - � � LOCAL JURISDICTION: NLLAGE OF lEqIIESTA � y + �� . � � ZONING: R7 -SINGLE FAMILY RESIDENiIAL . � � t - � OCWPANCT CLASSIFlCAl70N: R-4 - . tOTAL FLOOR AREA: 6,937 S.F. - �. . . � .- OCCIIPANCY LOAO: PER TABLE 70042, CHAPTFR 10, SECTION 7004 F.B.G . -. . . - � (RESIDEMIAL - 200 GRO55) - 29 OCCUPANiS PER 5,768 S.F. � - . (OFFlCE - 700 GROSS) - 8 OCCUPPM5 PER 757 S.F. � � � , (CIASSROOM - 20 NEf) - 20 OCCUPANTS PER 472 S.F. � .� � � � TYPE OF CONSTRUCTION: TPEV ��-'-�-`-} . 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' 1�IURSERY � exir uctir �'�. � �+•�n� BACK UP. `,\ . E1.11 RECESSED � . � . L�O VL'�R. . . RE.EXi1NGW5HE� . �` 1 �+ � 481NEf y'fiH �SLB . � . - COMBO EMERG. AND � . ' � . 3C. F.E: 54' AFF � EX[f" LIGHT. P'ITH . I2ECEPTiON � e�rrear. encN-ua . " . .� _� I N'I. - 1 141 (111,� ' tll! 171,F ' �' ' � ��6fll i�i i . .EN�`$Y -" i.ir� �_�_�___- ENTAY D�tIVE LIFE SAFE � =--=� �� I 1 I I NTRN I ii f . I 1 I ---'� �� -� RESIDEMIAL OCCUPANCY F '' '�' � � OFF'ICE OCCUPANCY ca__�.,• G. CLASSROOM OCWPANCY VILLAGE ARCHITECTS AIA 400 T? CYPR655DRIV6, SIJ17'E 21 rey��sr�, rc a�wv Phonr.561-793-4959 � sbiaaa-isas �.v+ua�.mm�+rec�.ro�, ,�u600i�vs � � Q �� O O O � �,.aw Q � F � �j ��F � � � Seal: n�;m,m c. wu., FloriJe l.kaee N . AR917/2 AsPRKIpnI N v+lla6e arA�i�¢b n�n.1K. f�apYrigl pry3 \'��i+B�A� Aie1 wrir.� �m. � �.„emne�a ro.u�ron�ym�s tfie�W �inw�•'�ynt giJ�. Coivsulfant Revisions : �/iz/�3 Sheet Title: LIFE SAFETI' PLAN Scale: �� Comm.: Dafi: iz�z �-iaiz Dracvn: C7mcked: CRA MIIvI Sheet No. LS1 VILLAGE ARCHITECTS AIA 9W N CYPRHSS DRIVE, 5[J778 2] Tequgfa, FL 33969 P}ronz 561-743-4959 Fez:5b1-743-7225 www.Village.Amhitec(s.com AA26001195 W � � �� [� w � ~�� Z Q Oa ^ �m� F �� i � Fli E L E C T R IC A L ELECTRICAL NOTES: � . � UNDERCABINET � LIGIifiNG 2' X 2' iUBE FLUORESCENf FlXNRE � 1' X 4' 2 NBE m��u e. wug FLUORESCENT FUCTURE fl�ad< �Ko.arnt�r cu�,� � au. u,: gr WPLIX RECEPf � 220 V RECEPT �°Pr�� Q 2oia � SWITCHED RECEPT �� ""' � r� �x� SINGLE POLE SWfICH ,,,darem'm m�h�ta� � THREE WAY SWRCH tmenyoMcrp v � � FOUR WAY SWITCH '�«�w�«+�+n�'�wg�� Q 7ELEPHONE AND OR INTERNEf CABLE � SMOKE DETECTOR ConsulianY. � RECESSED INCANDESCENT (4' CANS) VP E`� DUPLEX RECEPT AND N/CABLE -� CEIIJNG A/OUMID INCANDESCEM WALL MOUMED INCADESCEM .� WALL SCONCE O� E7CHAUST FAN W/ LT O EXHAUST FAN Revisions: 4/i�/13 Sheet Title: FIlZST FLOOR ELECTRICAL PLAN Scale: 1/4'=1'.0" Comm.: Date: 12032 7-10.72 Ihawn : Checked : CRA bIIIv1 Sheet No. E1 VILLAGE ARCHITECTS AIA aao n crnxsss nxiw, scme u TequesFa,FT,33469 Plione:sb]-793.4959 Fan:5b1-743-7225 wm�w.VWegnArtdtetls.mm AA26001195 0 ELECTRICAL NOTES 1. R SFiALL BE THE R6PONSIBILIIY OF THE ELECTRICAL CONfRACTOR TO PRODUCE AN OPERATIONAL SYSfEM IN ACCOROANCE WITH TiESE �RANMNGS. 2. THE ELEC7RICAL CONiRqCTOR $FipLL• . 09�AIN ALL PERMfIS AND PAY ALL PERMR FEES. b. FURNISH AN� INSTALL ALL EOUIPMENT, FlXNRES, RECEPTACLES, CONDIIR, PANF15, EfC, SHpWIJ ON iHESE URAWINGS AND /5 REQUIREO TO PRODUCE A COMPLEfE AND NNCTIOINL ELECTRICAL SYSTEM. INSTALL AND AW� fIN1L CONNECiIONS TO ALL ELECiRICAL MPARAIUS PND FAUIPMQJT FURN45Nm BT OTNERS. 3. INSfALLATION SHALL BE IN ACCORQ4NCE WRH THE U7EST EDRION OF THE NATONAL ELECiRICAL COUE (2008 NEC) AND ALL LOCAL CODES. 4. ALL WIRE SHALL BE COPPER. PLUMINl1M WIRE IS NQT PERMI7TED. 5. PROVIDE AND ATfACH NPEWRf17EN CIRCUR IDEMIFlCATION CARUS FOR ALL PANELS. 6. A/C UNITS SIi1LL BE CONNEC7ED BY NOT LESS THAN 2 Ff OF FLIXiBLE CANWR. 7. CANiRACTOR SHALL Al41MAIN ONE SEf OF 'MARKED-UP" PIAN$ SFIOWING FIELD CHMIGES OR CORRECTIONS. 1HE 'ANRKFA-UP� St7 OF PLANS SHALL BE RERIRNED TO THE ARCHffECT AT iHE END OF iHE JOB. 8. INSTALL NON-NSE� OISCONNECTS AT ALL NR CONDRIONING UNffS IN ACCORUANCE WfiFi LOCAL BUILDING CODES AND iHE REOUIRETAEN75 OF THE EQUIPAIENf MANUFACfURER. 9. ALL ELECTRIG4L EDUIPMENf INSTALLED ON 1HE ORQtIOR OF THE BUILDING SHALL BE NEMA 3 UNL65 COVERED WITH A WKfERPR00F ENCLOSIIRE. �0. a�.p�.L gppNCH qRCUITS SUPPLI1NG OUfLE75 INSTALLED IN DWEWNG UNIT FAMILY ROOMS, tIVMG ROOMS, PARLpRS, IJBRARIES, DENS, BEOROOMS, SUNROOMS, RECREATION ROOMS, CLOSE75, HALLWAVS, OR SIAMIAR ROOMS SHALL BE PROTECfED BY A LISfED 'ARC-FAULT' CIRCUR INIERRUP'IfR COAI&NATION 7YPE INSfALLm TO PROVIDE PROlECf10N OF THE BRWCH GRCUR NEC 210.72(B). OUTLETS INCWDE RECEPfACLES, LIGHIS, FANS, AND SMOKE DEfECTORS. b).TAMPER RESISTANT RECEPTACLES (NEC 406.17) ARE REQUIRm IN OfYEWNG UNI75 IN ALL AREAS AS SPECIFlED IN 2008 NEC 210.52. ALL 125 VOLT, 75 AND 20 AAIP RECEPTACLES 77.RECPT IN EACH BATHROOM SHPLL BE ON A DEDICATED 20 AMP CIRWfT IN ACCORO�WCE WRM 210-52D AND 210.77C3. 12.SAIOKE DtTECTORS IN SLEEPING AREAS MUST BE ARC FAULT PROTECTEO 13. CHANGES TO THIS DESIGN BY iHE ELECiRICAL COMRACTOR SHALL BE APPROVED BY THE ARCHIIECT PRIOR TO AVJ(ING THE CHANGES OR R COULD BE AN ISSUE WE OONY LIKE ISSUES! EQUIPMENT GROUNDING 7. PROVI�E EQUIPMENT GROUNDS IN ACCORDANCE WITH NEC TABLE 250.122 BKR SIZE GROUND WIRE i5A �74 30A //10 40A #70 60A #10 t 00A �JS zoon #s GROUND SHALL BE ISOLATED FROM NEUTRAL IN ALL PANELS EXCEPT MAIN. (3) 600 MCAI THWN /N 3 1/2" C OR AS — SIZm Bl' POWER COMPANY CNP EJOSTflG �pp .y�p IX/STl E%I5T/h IElER EXISTING �25 AM 200 AA 400 A A/C P EL PANEL AUW s�.I�� DISTR7 ON �P o W/ MLO EXISTING 2 RUNS OF (3) /2/0 CU/iHWN, ffi CU. GROUND IN z• c. Eacw 6' AllN #2/o cu. ro APPROVEO GROUNO, — — BU/LDING STEEL IXISlING (3) *1 AND COlD Wi17ER PIPE. CU/fHWN, x8 W GROUNO IN 1 i/2" C (1254) ELECTRfC ONE LfNE �smac �a� �z�o NO SCALE CU/THWN, �6 CU GY20UND /N 2' C ra�: �cmira. co�vrw�croa sfuu r�¢n (soan) VEMF1' LYINOIIIONS PRpR TO Sf18111RiNC &DS OR PROCEEDING WfM WORK. ALSO NOTIFY TI{E ARCH!(ECT OF ANV D/SCREPM'CIES, &ale: 1�4•=1� Comm.: Date: 12A32 7-10.12 Dravm: Ctiecked: CRA 1vIEM Sheet No. E2 W 0 Q � Z �a cn ��° ��F Z Qo� ,� �s � � � 6'!3:1F m;rchu c. iwis flaliW Licaax?Ju. AR417i3 �'+u�p .�n �� ° n f u. �. Co�^➢ri61�13 VilUge AlA NlnRhnmvxvd. 'rne.e drawi.gz � me �topmydene.N,;�ae �a,� m'mte,�a tareny al� projxe e.nyt6yegemientxN. ]Teu�h�e.vinw`ieing Consultant: RCV35iot18 : 9/�13 CU/7HNT; /6 CU EXAS'f/NG (3) *3 ��ND IN 1 1/2° CU/iHWN. �8 CU C (/254) GROUN� IN 1 �/2° SheetTitle: C (fOOA) NEW (3) �1/0 ��r„�, �s �„ ELECTRIC � , '� SCHEDLTLE � 9 0 5 REMOVE IXIS7ING WINDO MA CANCREfE BLOCK. REWORK OPENING FOR NEW N%NDOW AND DOOR .) � 0 _ o �J �� . °DO � � D Fa�►n�1ro� �ors: 1. COMRACiOR TO YQiIfY SOIL C4PACIlY PER GEOTECHNIGL ENGINEERS SPECS. FOUNOATIONS DESIGNm FOR AN ALLOWABLE SAFE BEARING CAPAq1Y OF 2500 PSF. U.N.O. 2. Q SIZE VARIES PoURED CONC COL W/ VERTICAL BRRS AS NOTED AND � 3 TES AS N07ED 3. e CONCRE7E BLOCK W/ 1/5 BAR VERTICAL IN GROUf FlLLED CELL AT EACH CORNER, EACH SIDE OF OPENINGS, AT 4'-0° MAX o.c. OR AS INDICATED ON PIAN 4. � 2) � 5 5'-fi° IN LENGTH W CENTER OF 4' ONCRE�E SLAB AT Al1 IMEPoOR CORNERS. 1YPICAL 5. T-46 CONC INSPECTION BLOCK W/ INSER75 AT BASE OF GROUT FlLLED COL OPiIONAL T-46 BLOCK DESIGNm FOR CLEAN INSPECTIONS OF FlLIID CELLS ELIMIN4TN6 HRMNERING, CHIPPINC OR SAWMG. fi. CONCREfE COLUMN TIE REINFORCMEM SHALL COMPLY WRH SECTION 7.10.5 OF ACI 318 'BUILDING CADE REWIREMEN75 FOR SRtUCTURAL CONCREiE COMRACTOR SFNLL VIItIFY ALL SLAB RECESSES REQUIRED FOR VARIOUS FLOOR FlNISHES COMRAC70R SWJl COORDINATE ALL MpSONRY OPENINGS PRbR TO CONSiRUCT10N- NOTE CONTRACTOR SHALL VERIFY EpUIPNEM, EQUIPMENf 52E AND CLEARANCES REQUIRm PRIOR TO CANSTRUCTING EQUIPMEM WALL QJCLOSURES 3/5 DOWElS x 3'-0" LONC SEf IN DRILLED HOLES flLLED W/ EPoXY (x6" MIN EA/BED) INTO E%I5iING FOOTiNG � i � oow� ps eut x 18' LONG 8" U1T0 EXISTING SLPB AT 24" o.c. SET W/ eaoxr. s^ n��c�m sue mce w 1�5 BAR CONT. AT NEW SLAB 0 REMOVE IXI5fING SIOE LJTES, AND C AS REf1UIRED. a REMOVE EXISTING SLIDERS. BLACK UP OPENING. PATCH FINISH ON INfERIOR SIDE 3�5 DOWELS x 3'-O' LONG � SET IN DRILLED HOLES FlLLED W/ EPDXY (xe" M1N QABED) INTO EXI5fING FOO77NG � D(IS�ING FOUNQ4TION DOWEL fl5 84R z 18 LONG 6" INTO IXISfiNG SLAB AT 24' o.c. SET W/ EPDXY. 8" TFIICKENED SLPB EOGE W/ 1/J5 BAR CANT. 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W/ 5�6 BOTTOM EACh 7 �i A6 � VILLAGE ARCHITECTS AIA 900 N(.'YPRISS DRIVS, SU17'E 21 Tequ.esta,AL33469 P1wne:561.7934959 Fax:5fi1-743-1225 www.VillagaAmhimis.mm AA260111195 L' � sor� e�ocK w/ a#s � AND HOOPS AT 12 Qi : � O � � F—i a -� �,,,� H � w � � ` � Q' Q � . Z�°a IEEP ONC. p W BARS � � E � Seal : rp ro�m�Mno�s oa Nom,�s sHU.� BE WDE IN Al1Y SIRUCIURAL 11FlABEFt r1CLAl01N6 CONf7itIE �'ANS AIiD �� 7l1E � OF RECORD. xnm� c. nw� ew�wd u� N�. wm»n nb r.hid� or V �uge A� W �e<I.s AIA. L�c. ��I�1a��e��AIA AtIdYJm�en�cA. �� r.�a�y�en�.:an�.n �+a.rernmneu�d fw ^m' IXAcrP�9�� *aN M �c�� w�a. �� .rr�� Consultant: ALBERT A. GARGIULO, P.E. StrucWral Engneering ConsNtoni IICFNSE N0. PE JI582 u� seigi kn. IYSi P.IIM � ttCYdpe Pl�one (561) 686-5554 Reviaions : 9/i+/13 Sheet Tide: FOUNDATION PLAN Sca]e: 1/4'�1'A" Comm.: Date; iaa�sz �.iaiz Drasvn: Checked: Cl2tl MEIv1 Sheet No. � � s B � I I I I I � I I � I i � � I I I � I I I i i i �� SCUPPER I � 3. ALL BEAMS OVER 24" DEFP TO HAVE (2)�5 MID BARS PER � � 12' OP DEPTH � 4. ALL PRECAST CONCRETE LINTELS SHALL BE FNGH STRENGIH � LIN7ELS AS MANUFACNRED BY CAST-CREIE OR ENGINEER APPROVED � SUB5711U'fE. LIN7ELS SHALL HAVE B" NOMINAL END BEARING � � � � � � I I i � � � � � I I I I I � I � � I I i I I I I I I i I I I I � I I I I I � � I I I 1 I I i I I I I I I I IXI5IING FIAT ROOF EXISTING ROOF ACCE55 HATCH NEW SCUPPER FwsnNc SCUPPER onsnHC � SCUPPER �� ROW OF L7 ___.�'_____�_____�_ A 11 � � � � � � � � I I �� ii � � � � � � � � ii � � � � � � � � H =------=------=-----=------=------=--- �ie; (v�� -r r�ooF � � � � � � � I I I I . �E� �I�' Fl eT ROOF ¢ bl U OiF� ►H II I I I I CAP O�R �PRpYED QW�L. 7WO�PLY� II • • � f � • FlBERGLASS."HOT' 110PPm O 30� BASE SHEEf I� � I I 3 ROWS OF� L7 I TAPEItEU µ r7$UTATION�(MIN � � • HOPoZOMAL fiRIDG1NG . 7HICKNESS).AIECHANICALLY FASfENED TO ROOF. FUT ROOF H ---- I ------- � -- --- -f ------I-------�_ DECK PER�UFACNRER'S �PECIFlCATIONS._�___ I I T ii � �� a aW I� I � I I I NOIE: I I I o I I � A/C COMPR�SOR /2 TO BE � � II � ' MOUNIED ON'MEfAL STANDS OR � �N • I � I I I •�KS' IN �OMPLIANCE N7TH I I I I L3k3"x1' CONT. STEEL ANGLE. PASTEN W/ �� a 2010 F.B.C. WLL � 7/2' Dlh WEDGE ANCHORS AT 24"o.a N----- . --� _______ __________________'_—________ a __; ___� P DD� � S°AT e o° ""G`� ""�� I`� I I I I I I`� I I �� I I I I I I I I— � I I � II I I I ppW OF L7°z7k7/64' UPLIFT I I I � u _ _ _ � ' ' BRIOGING At FlRST PANEL PoINT ' ' ' �� t ------ r -----�------ fi ------ r -----�------ fi ------ r ---� �� . . . . . . . . �� , , , 12'-D" BH rExisnNC zz�sz• � PULL-DN A1T�C �sraR _ _ i '�'� GABLE END in� ZONE Q 3 � � � � I I I I � I I I I � I ZONE g 7 � � � � � ) � I i \ I I � i�� I � �/// \�\ ZONE g 2 � — � ZONE � 3 WdLING PATiERN ed PoNGSWWK ZONE / 7 � 4° O.C. AT mGES 6" O.C. AT IMERMEDt4TE ZONE � ZONE ;/ � 4' O.C. AT I�NTERMEDIATE NQIE: GLUE DN SHEATHING N iRU5SE5 4'-0' �� FLAT ROOF 7YPICAI. 'EYEEftoM�' (2j2�t4 P.T. LEIX`,Q2$ W/ iJ4" DIA x3' TAPCONS AT 24'o.c. W/ X3 CLIP TOP AN� 60TfON AT EACH 'EYEBROW"fRU55 _ ; I ___..,�., — __--�______�____—_�___ AS 10'-0° BH/ SOFFlT • � I BBt B81 B87 ii �� B87 BB1 a � �/��/� l!✓�� ll!/lriL` U�/U!/� PROVI�E 22' WIDEx30° HIGH I INSULATED 20 MIN RATED ACCE55 PANEL INTO ATTIC WI �TM�RIPPING AT PANEL PQ2IYETER � m \ s y _________________________��1'___ _ __ ------- -- — —_—_ _____________ N p � _�_ _ R2 o P�� raowoe � wr�rt s/a° co „ EICf" PLYWOOD AT TOP OF co � �_ � BOTfOM CHORD IN S70RAGE �� I ENCLOSURE ROOM � � 10'-0" PLA7E HT � L1 a el I N N07E: MFSONRY GROUf TO BE USED IN Fli � m CE1LS M1D BOND BEAA1 L3k3'x7 � CANr. STEEEL ANGLE. FAS�EN W/ 7/2' Dl4 WEDGE ANCHORS AT 24'o.c. FASTEN SfEEL DECK TO ANGLE W/ 5/8 DIA PUDDLE WELDS AT 6'o.c. 12'-0� BH 0 � i U D PIATE °' __-- m m -------------- ------- � sor�rr .- ------------ S m _________�_____��______________ _____________ sa p m PROVIDE 22" WIDEx30' HIGH � ma i$ INSUTAiFD 20 MIN RATED mN ACCESS PANEL INfO ATfiC � B,o W/ WFATHERSTRIPPING AT y � .Pii � ¢ . PANEL PERMEfER . c1 i� ///// �`C�. �¢ ¢ aY IYPIGU. `EYEdtqY' (2)2z4 P.T. LEDGERS W/ 1/4" DU wi' TAPCONS AT 24'o.c. W/ H3 CL1P TOP ANU BOTfON AT EACH 'EYEBROW' 7RU$3 6 R A6 � 12'-0' BH L7 � v 7YPIf`u 'ti'EBRONr (2)D�4 P.T. LEDGERS W/ 7/4" ow x3' TAPCONS AT 24'o.c. W/ H3 CUP TOP AND BOTTOM AT FACH "EYEBROW" iRUSS L7� INDIGTES A 2x6 W00� LE�6ER FOLLOWING ROOF SLOPE FAS7EN W/ /10 x3 7/2� SCREWS SPACED AT 18" ON CINIFR STAGGERED VILLAGE ARCHITHCTS AIA 400 N C1PRE55 DRIVG, SU17E 21 Tequesta,PL3.496`I Plmne561-7Ay4959 Faz 561.7431225 taww.Village-Arclutects.mm ,��t� 1�1 O 6 Qi �p�� O �[-�aw � Q�� F—i � O � � �� Seal: N'WiellP-Milk. EWri�alicaxxNuAR91T2 As Hbciyel W vu� nmab+, nu. m;. C�iig�� 3 n uavJn..o«<a� ine.<a....��..e�e,� �v�yno u.,R� ce �d . onyodmP�}ec� �.Rw�s.��..;m me�-n�«emw.�� Consulfnnt: ALBERT A. GARGIULO, P.E. Shuc[urW Engneerirg Conw!ta�i LIR131p M J15B2 u� snsn au. MESi PNY BG[H, FIqiOA PM1ane (561) 686-5554 Revisions: 9(�/� BEAN HEIGHT LEGEND Sheet Title: ��ID �o•—o° BH BEAM PLAN �;/•��•� 10'-0" PIATE HT �.lJ�,% 10' BH Scale: 1�4•-1��p � i2'-o" BH Comm.: Date: 12-032 7-10.12 RAKED CONCREfE BEAA1 prawn; Qiecke[]: AT 6:12 PffCH � � HD PEf1E1R11710NS OR f10iCfIF3 5N11. BE YWE M MIY 97RIICIURAL M�6ER MlCLUORNi COIIf�iE'IE BFi1M5 MO COLIIMN$ Ni1S011RY BIOpC AIN SIFFfl.. BF+1Y5 M7IHpR tAU17EN APPROVAL BY ��. Sheet No. S2 BEAN NOTES: 1. 4Ll BEAA15 SHALL FWVE �3 STIRRUPS AT 24" o.c. MAX. 2. CONCREfE BEAM DEP7H5 VARY + OR - 2' FOR MASONRY OPENING REQUIREMENTS y s • v 0 s I r------------a'a _'_ -��- I �� I SCUPPER I 'SINPSON' 1'FilJ6S 1'E DO11UN CONNECTOFIS I � PRODUCT NAILS TO NNLS TO ALLOWABLE UT�� MPROVAL I MARK CODE TRUSS �AT/TOP PL. UPLIFf F� (pp�p) �(p�p�,) NUA�ER I � / HETAL20 75-tOdxt 7/2' EMBED 1810 � 415E 1100/ R11473 I I B HETA16 10-10dz1 1/2" EMBED 1805 / 335/ 730� R11473 � C LUS26 4-tOd 4-10d 1165 f - - R10fi55 I i u H�on s—ioa■i �/z" s—iod,ci i/z' ii�o � sso/ 2e�,{ n.iu�e � E H3 4-Bd 4-Bd 455 / 125/ ifi0g FL70456 � F PA23 14-16d 6" EMBED 2675 � - - FL73904 � NOlE � iQ ALL ROOF iRUSS 11E WWN CONNECTORS SFWLL BE G41.VAWZEO. TRUSS CONNECTUR � PROWCT CODE NUMBERS ARE AS lI4NUFACNREU BY SIYPSON S7RONG-11E COMPANY. INC. � SUBSTITUlIONS ARE ACCEPTABLE WITH iHE APPROVPL OF THE STRUCNRAL ENGINEER. I � NOTES: � f. rsoor Mm rtaar uraurs wroH�acn atr n� rr.ws �rnvr erEr/ usm rox a�t srRUCn�x,v. nrro �xax�cnnw. o�. mvss I ED ANMIFACINtfR !S RESPdNSHE fOR FlNV. TNUSS UYOUf, �NLS. M`D ALL TRU55/HFAOER QA'�YNE�NG. C/NM^kS TO IH6 IAWMIf IINT I µsECr smucna�u oa utaxrtct�raK oESCNS as sxowrv an tws rw� awi. ee arto�+am ro wvo w�x+rso�m er n� �cr ax� � ro n� F,�rwnuv a� �s 2 W�OD 1M1SSF$ SfW1 BE FAd'M'.�1ED BY A UCA'SFD NOOD IMR5 FA9PM.110R. TflU'+K'ES SFNIL BE NMMSAED W ACLdPOVML WRIi � OESCHS I+NfPMEO HY ANO 9prtD MV SEILm 9! A FLLKM REqS7EflED PftOfE490NA1. EAYNIFER. TRI/SS 0lSMN SfNfl FOLLOW RiE I SPfCYiGlltYfS AS dIRLm B/ iHE TMTiONY. OESICN SPECi/GM1h'S FOR SlRED'S CRAOE LN6FR' ANO li5 FASfEHNGS B( AtlEdCM' � Msmure oa mera �rcirorr Mhsr nei+saHl. ,wo ti[.sx,w svECma�s ron uarr usa¢ wnir ca�r+tcTm waoo mirs6� ev iNE TRU55 l+1.11E MS111ViE � J. Tlff 06CJ! ANO 5110P DRAXTGS. AS WEtf. AS 11AE FAdRN'wtlNW � 11tl0p ]RUSSfS. MLL BE SIBIECi TO iHE IlI�EC110N AYU MPAJYAL OF I iil[ pqwiEQ2 AT ALL iIYES - �' � 4. THE IfYIXB/G NM EAEG710N OF MWO TNUSSES SfNLL � M MCOROYM.E WIfH RIE SPEfIFlCAifOVS AViED d! TNE OESNrY! ORAMYIGS. i 5. N,. � � ,� ,.�K ��,«� � ,�„� � � ,� ,a� ,�«,F,� �, � �,m �,� 1RU55 ANNUfACNRER. 6. AiTACH YALLEYS Nm '71GCY-B1CKS' IN AGV�VJCE NTRf IRIASS SUPPL/ERS OETNLS. � I I I , � � , � � I IXISIING � FUT ROOF I � j OESIaN tlelflW: � OESION COOE: FLORIOA BUNDING CODE 20f0 � AG 318-08 � ASCE 7-70 � SIIPERINPOSED LWDS: � iroar: anc sraaoe muss: rur iaar: DFAD LMD - 25 P� 30 Pai JOISF. t.5 qf � TOTAL = 55 psf 85 p�e( 16UlATON: 4.0 � I WINU: M71m SP� - 170 mPh ROOFlNG: 5.5 psf IXPOSURE ° C' MEClNNCN.: 5.0 paf j BU4DINC G7ECWn' II . M7ERNV. PRESSURE fAEfFlCIEM = 0.16 � WIlA1 HIPORpN'f� FACTOR � 1.0 i MFNI ROOF N�GHf � 14 �' FDUNDATONS: FOUNOAl10N5 DESGNEO FOR AN AILOW�wc I S�FE BFARMlG GPACIIY OF 2.500 paf. � CONCREIE: 3,000 pN FVIt FOO1NlGS AND 5lABS ON WUDE I 3,000 p�i FOR ALL SIkUCIURAL CONCRE7E (U.N.OJ W/ WqER /Cp1EM � �� IXISTING ROOF� I A�CE55 HATCH � REBlFORCING Slm: COI�OR115 M ASTM A615. GRNE 60 � ovomeu ews. � WElllm MRE N6H: CONfORMS TO ASf11 M185. I ___ _ = 14150lAit' UNRS: /STII C-90 (f'm = f.5�0 Mi) � YOFfM: ASTA1 C-470, ttPE 11' OR 'S' GROIIF. tiSTM C-476 � (PfA cRAVEL CONCREfE I5 PROHI&7EO) � rn��rn�n.� �,n,. sixucruan� sr�. Tuewc suu wxFOrsu ro � ASTM �-500. Fy - IB kd. SfRIICTURAL SfEEL PLA7E5 SNALL . CONFORY TO ASTM A-36. ML SHOP CONNEC7qN5 SIW1 BE � WELDm ML201G E70XX ELEC7ROOE5. � � SfRI1CtUPN. W00� COYI'ONENfS SHLLL HAVE iHE FOLLOWING I tlINM1UM NLOWA&E FlBER STRESSES: � BENbIHC: 1.200 Pai � SHFJ�R: BO pai � NUOD IN COMILT WITH WSOKlY OR CONCRE7E SIIML BE I PROlEC7kV OR PRESSURE TRFA7E0 IN ACCORL1410E WIM MfC-108. � �I�CRRtn WOOO: NEMBERS DESIGINTED 'LVL' � (e.g. . 7-S/4' z 11-7/8' LVL) 5lW.L BE WIIlMTED VENFFR j LUMBER AS 1AWUFACNRFD BY 7RIlSSI01ST IA LILLAN (IYCROLWI). OR ENdNEER APPAWm SU�ON. Fb � 3100 pai, E_ � 2.00Q000 pai. Fv = 285 pef. � � I I fi R A6 � scuaa� ,s —o° eH � ----- ------ --��-.�� .,.: . N SC PPER IXI I� " I SCUP R � . . . . . . rmw oF u`.�k7 ruFr I �___�______�._____� A$F1RST PANEI PO�M_____�______ i n • . . . . . . i RAKE BACK EXISfiNG ORAVEL 36". lAP NEW I I� I I I I I 1 1/2• 7YpE 8 x 22 GA. GRADE 50 ROOFlNG OVEIi IXISfIHG ROOFlNG MEMBRAN� II I I I I I �VANIZED G-60 S1EEL R00 DECK. i 24' MIN. RE5fORE GRAVEL AS REQUIRED 3-SPAN MI . fANTINUOUS F ED TO ALL OVER LAP. SUPPoRTS / S/8' DN. PU LE WELDS O a7Eau� �� ' ' 6' o.c. 36 PA7TERN. FASf SIDE LAPS ' FOUND DEFECENESP PRIC� I II I I I I I SP ��REFtR TO SHOP P � I REPLA(11NG ENTIRE FU7 ROOF I H --------------- --------------�--------------------_--_ ��v (v��» i i j I Y e�v Ri�� F eTj��F �fJ WI►H I I I I � I I CAP HEEf IBY E GAF O�R �PRQVFD E��UAI.. 1W0 �p�Y I I� • • • . . FlBERGIASS."HOT" MOPPm ON 30p B4SE SHEET I I� I � I � WJLED TO CK OVER i" IN� UlATION WQ2 I I� N ROWS O L7'x7'z7/64 I TAPEREU P�LYISOCYANURATE �lSUUTION (MIN � i I I I � ' HORIZONTAL 9RIOGING . THICKNESS). MECNANICALLY F/SfENED TO ROOF . IXISTING � DECK PER UFACTURER 5 PECIFlCATIONS. i FlAT ROOF i i --- 'I' ------ --- �---- -� -----}------�- �"="-----�-------�---- I II � � �� x � I I II • c� ,w . . . a� I I I I � a� " I I NOTE: I I I a I � � �� N �+, A/C CAMPRESSOR �'2 TO BE gN i I I I � ��n� ' MOUNfED ON METAL 5fAND5 OR ' � L3"x3k1' CONi. 57EEL ANGLE. FASTEN 46/ N_ I � Q i� I I pp pKF.B.C. I OMPLNNCE WITH I I a LL I __ F 7�2" DIA WEDGE ANCHORS AT 24"o.c. -----_� ------- --------------------------- �� --: — FASTEN STEEL DECK TO ANGLE W/ 5/B"�DIA. �� PUDOLE WELDS AT 6'o.c. I I I I � I I I I I I � I � � �j � i � � � � � �-�7 � �� . . . . . . . . �I I II I I �� , I I R�W OF L1�x1"z7/64" UPLJFT I I I �I ' BRMIGING Ai FlRSf PANEL PdM ' ' ' � �--- fi ------ r -----�------ t ------ r -----�------ fi ------ r ---; � �� . . . . . �� 72'-0 BH 7VPICAL 'EYEBROIr (2)2z4 P.T. LEDGERS W/ 1/4" DIA x3' TAPCONS AT 24'o.c. W/ 113 CLIP TOP AND �7TOM AT EACH 'EYEBRpW' 7RUSS iz7sr A7TrC �I o- 2 �J=��t AS o U- 41 �' �w D z� � J 10'-0" PIATE u '. / '; � � L1 I a a 1 -0 PlA7E Hf/ � x D �t U=341 �m a 4 2¢ �' ��!�!�� 'yl'��'I�!$�� 7YPN�1{, EYF9IONr U� (2)2z4 P.T. LEDGERS W/ 1/4" DIA z3' TAPCONS AT 24�o.c. W/ H3 CLIP TOP PN� BOTfON AT EACH 'EYEBROW' TRUSS exrsnNc FL1T ROOF � �•. %%%//// !%'%/i i%� % ii%//I%//il%%%/.�% %/�%/a � � � I , �, � '.� i ' I � I I ! :-'�! � I + I � �� ' I I i � I i 'i I I • I I ��!�'' � i , j ,,� � �� I '//,Oi:%/////, %/%//. i//,'//, %' <'/, %/%/'%///. % %O'%///. %/% �� ii', �m I � ! �► �� I�L�i�`I��''E�\ � FA ING P ffERN 36n �,� DEp(: 1 1/2'-22 G4UGE tYPE 'B' G4LV. DECK V I L L A G E FASTENERS: 5/8" Dl4 PUDDLE WELDS AT 8"o.c. (36/7 PATIERN - TPICAL) ARCHITECTS AIA 7�70 TEK $CREWS E�UALLY SPACED AT SIDELAPS DECK ATTACHMENT �hC��DRN6�Sl��TEn Tequ�ta, PL 33469 N.T.S. �wne:(�61-743.4959 Fmc 561-7A3.7225 www.Village-Aichitecls.rom ^LS'x3°x1' CON�. S7Efl. ANGLE FASTEN W/ ��ll95 1/2' DIA. WEDGE ANCHORS AT 24'o.c. FASfEN SIEEL �ECK TO ANGLE W/ 5/B OIA PUDDIE WELDS AT 6 12'-0` BH � Ab 2� 1/8" L5 (3) 3/4 WEDGE ANCHORS W/ 4' EMBEDMENr JOIST BEARING BRACK� SCALE: 3/4 1'-0" iYPIC�AL 'El'EfiROW (2)2x4 P.T. LEDGERS W/ t/4" ON x3" TAPCONS AT 24"o.e. W/ H3 CLIP TOP ANO BOTTOM AT EACH 'EYEBROW" TRUSS L7- �rmICw7FS A 2ra vroon LEDCFR FOLLON9NG ROOF SLOPE. FASfEN W/ �70 z3 7/2' SCREWS SPACED AT 76° ON CEMER S7AGGERED 19� BEAA1 HFJGH! LEGEND ��i 10'-0° BH V��/�'(.�� 10'-0" PLAlE FR F-1 Q � O � � W ��0 I�I � Q �w 11 � O • ' � � � � Seal: nnxn�ua emu� Flurltlu li�eux Nu. AR91 TR �911+Se�t4n�ihl�c C rigl 31ry3 V1� n AIA nu e��,n.�rvm. �� •mre*+rdae arMaremtm6eused � ^^YdM1nPoja<n � h' ��a..rm ,�,�,,,��.�,�.� Consultant ALBERT A. GARqULO, P.E. sim�wra e�gneamy co�mn�f l¢ExSE tO PC 715B1 311 9w5E1 RD. M6T PN11 BEM1� FLtl�A Pnone (561) 686-5554 Revisions: 9/T1/13 Sheet Title: FRAMING PLAN ��1 �o'-e° en Scale: 1�§•�1� �u+3,� 12'-0" BN ��n.: Date: izosz �-ia�z RMCED CotJCRE�E BEnM Lkawn : Checked : AT 6:72 PITCH � M � � �� SheetNo. � AWDE IN ApY SIRIIC7lIRAl. 11D�Eft INfXU0N6 COdf�IEIE �AM� MID COYM16. AK�OIIRY BLIILYC AND SIEd BF/iY5 M7flIOUT N7tlflEN APPROVAL B! ��. ALL 7RUS5 CANNECTORS SPECIflED BASED ON A F2 FORCE OF 351/ ON EACH TF2USS T1 , 0 4 eoene h�ah 0• eore a I T high Cro�n plxk ICP qelm on to� ol 24• x 1 P• �orr�d ee�w. footx �/( ) I p ro►n wnt. aM aoae. kay�aY. (Min. 8Q00 ryt w�ld Yaannd eaNe�q ra{nnd) Tyrywl ef heuss foundaqon �alls. _'_________________ ____________ � � � ------------'--__— � Eutldutoloubat�ite� , I i � I -r�Nr. ee� �. e�s and elsetric samoes � � � �� -�eten ry�w e.pj d n ey�tsw � � � I s. ��anbry and leeation ol crawl �ryu vsncs � � — I � u � � w I �____________________'______—____'__ � I � � g � II ° - � �------------------------------ -- t I � ? 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AS L _1__—__—_1--__--_— ______________________—_�__—___J Note� railin�c sus! sxNna ie�n. 9'-O' ebve '{nj �7 � 7( }7 Y'1Ti 7ry 'i( �[( p q piP� '77' � T g v�lkin� enfac� end nay aot havs IIK II IMI II Ip9 II \\/ �\ II II \\I 4� or lir °Froyti .hwh a sPhare �J.iV JS li 1i JS 1� J Zld V d 21 JS JS �7 eer wq Nu v , 0 DOOR AND WINDOW SCHEDULE WINDOW7 �pD !%T[RIOR DOOW �ROOUCt OC91GN RORIDA (RODUGT iVIROVAI NO. OR UER pU�NTITY ROOM ♦ ROOM N�MC 912[ DlOCRIITION MAMUMCTURCR NOGlL GLA93 AiTAC11NlNT R!Y tRGS�URE NOA RlKRlNCC NO. AO � 100 LIVIN6 ROOM bC'W X 00'H lINGL! CNTRY OOOR O 1 I00 LIVINC ROOM 9G'W X GO'H DINGL! WINOOW OC 1 100 LIVING ROOM SY 1/2'W %9G 1/4'H (2) WINDOWS O I 101 DlDROOM I3 D6'W X GO'tl DIN6l[ M7NOOW Q 1 I03 EtDROOM �2 DG'W X CO'H SIN6LC WINOOW Q � I OC ElOROOM 11 9C'W X i0'H DINCLC WINDOW DO 1 107 KITGHlN j�•W X 60•M lINGL! lNTRY VOOR OA I 200 LIVING ROOM DG'W % 00'X 71NGL! CNTRY OODR DO 8 E00 UVING ROOM D6'W % CO•X pIMGL! WINDOW lO 3 YOI �lOROOM �2 DG•W % GO•H 91NGL! WINDOW O � E05 EWROOM /1 DC'W X GO•X SIN6LC WINDOW DO � 206 R11GH[N 9G•W % 00•M 91NGlG GNTRY DOOR INT[RIOR DOORS � � IOI pt�ROOM /9 9C'W X BO'M Rry _ �NDWINC Y M�NU�AGTURCR NA NA f 1 Ip1 DCDROOM /'J CO'W X GO• EIfOLD Y M�NU��CNRlR NA NA I � 102 „ALLWAY GO'W % 00'H pIPOLO Y MpNUTACTURlR NA NA 3 � 102 IIALLW�Y 2E'W % 00•H LX - INSWING DY MANUI`AGTURtR ry� NA 3 � I OD MGCMANICPL GO'W X CO'll EIIOLD Y NANU�ACTURER NA NA 1 1 ��4 DATX !C'W X 00•N RH - IN�WING Y MANU�AGfURCR NA XA 3 I I05 BGOROOM I2 S6'W X EO•H �N . IN9WIN6 Y M�NUP�GTURER NA NA 9 1 105 DCUROOM �2 GO'W X 80•11 DIfOLO Y MANU�ACTURGR NA NA � I 106 DCOROOM � I 9G•W % EO•M RX - IN9WING Y MANU�ACTURCR Nq NA / I IOG O[ORDON I I 7E'W X 90•H RH •PRIVACY Y MANUMCiURlR NA NA f � 200 LIVING ROOM Y�'W X 00•H RH - IN9WING Y MANUI'ACtURCR NA NF 2 � 201 �lORDOM I2 '��'W X DO'X LH - IN�WING Y MANU�ACTURlR NA NA D 1 201 E[DROOM J2 CO•W X 00°M eiro�v Y MANUFACTUII[R NA NA D 1 20Y MGGMANICAL CO'W X DO°X �IPOlO Y MANUMCTURlR NA - MA p 1 203 HN.LWAY DG'W % DO'M LH - IN�WING - 1 fIR �iRE AATlD DOOR Y NANUI`ALTURlR NA _ NA P � 201 DATII 3C'W % 00'M LM - INDWING Y NANU�ACTURlR NA NA 2 1 209 DGDROON il DG'W % EO'H LH - INSWING Y MANU!'�CTURGR NF NA 8 � 203 EGDROOM II CO'W X 00'X OIfOI� Y NANU(ACTURCR NA NA � 1 YOG KITGHCN GO'W % 00'N �I�OLD Y MANII��GtUR[R NA NA 7 � 20G RITGIICN Y2'W X EO•H ftM - IX9WING Y M�NUFAG7URlR NA NA matal roof aluwinxm lasci� LoP ot I ft llee� wslls (EMterior 6raen Elock ICf rallc 0 inte�ior Fr�nad walls) alv�u�ew aofl�t D800 v�npn� or e�ral 1/2' aNCLUnI �rsde 0.9.D. aM1e�tAin� bu�iding vrap (TYVlR oe e�rsl) railin9 9 covres bgh Y cora s 12' hieh 6reen Elock IC� syatew fqp of 1 et flaor dack top ol foundefion 6raen Block IQ wa11c� �ouesd eone. steop 4 corrsa M1igh D• core r 12• hidM Grasn Elock ICI' �yitae eo� or ro��a.mo. iooe�.e. � 6' DIA drain tilo o� peAoraNd �i�s v/grav�l backhll 24°M12° �our�d eone. fooke� /p rsbar (ty/ie�p eontinuoea ridea veM ood beem rl 2xfurnn' and plyrooQ aach eide tr�aLed 6xG wood po�t r/Ix fu�e�ng (Cy�ieol) ra�ling 4' po�r¢d conc. alab vood truasea blovn �na�l�tion . 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