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Handouts_Regular_Tab 17_12/08/2011
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PROFESSIONAL U5E 4�0 SF LO�hR L�1�L ACC�50RY STL�2RC�, (7,999 SF.-33�)35� ALLO�ABLF ro �aoR a�a �¶a a�� �R��P�,�� CALCU�AllC7N5 �o� � �s ��e � If`1P�RVIOUS ARER ���R� �iJ7R�5 4 1fi0 5� �1� PAVEf"�NT,ROA�DS 7,33� 5F 40� 51[�JA�ICS,PADS,�TC... 4L3 S� 29� TOTAL 1�1Pf�2VI0U5 AREA 11,9L13 5F 659 PRRICING CALGULAlIONS MmICAL CF�1C�: 3,60Q5f' � 1: 20s]sf = 18 PROFf5510NAL �RVICE �FFI{� 40�sf � 1300 = 1 (ACG�55DRY STORA F�C�IJIRES MO 5F'AC�S} 19 SF'RC�S TOTAL MAN�ICAP INCLUD�D IN T07AL 2�ace N UD D GOf1PAC1 A[�S (fVCWG�D N TOTA�} 4 spaces E-� — w ����IIII�� II/�;, H t ,�11 t��i �! v° ,;� l� �,` �'I�l�;ll(;11� c�C i1���)��l/1�1���;�, l�lf� ��rcl�ilccttu�e�int.crior desigri�pl�u�nin�; � °` Member of the American Institute of ArchitecCs -� � - � � ,�-.� �' .'}��::� �` ays � � p�{ z rc�-.n . - . - - 6rn�r �. 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A'.I. �I_=�N nr:_ w. �� h:� � � ,_ ., -,�i1 i w�,r nw ri,y II�I'.h`.!'�L'I'vL'1iD[;�:t,uL'k,4CL'fk� �d,�1� L::.l:rp5'.,Ti,.�'tti'1C:IkK:�r11�,N�'+yTL'r.+ :. . .� :._, , , ,t .-� . . ��9 E � L - � I P.�„V ISF�'Clti ` 15.31 :I�_ 5hT I}h•4VT 51?OCI t ;- _. . . . - , , . . _ -- — -- _ — ' --- — _ — _ — ---- -- ----- ---- _ --- — --, i i �� � 0 3 x sE. RR � � ` ---- �\ — � ' � ����,��_�--,�_J � � u ----__::.__ . . .. ,.., � , -� cci � SEC 30, T14P 405. RGE 43E �� � � N �� ' . \_— ' _____...___ _ . �� s.wu ane � � � s��.w �umae ranna.rci �5ma � . srr�u g.cn ' � . _ I _ — � �. iro r�o w.a .. \ \ 4 �nisu,u� . ... \ ' J / — ' a 5 � i ��; , ; �—'' � � � �w u, �q � ,.� „�,�, � — � a F — W ����ti��l f��ii V�� 17 � ��1 ) Ul' /��_717��� /1/1 Lll� ilPCl�1�CC�lI1�1��111�.CP101� C1CS1�Il�P�ill�lllll�! �`' Member of the American Institute of Architects �; �=---i i _ I .. o � � � 1 , i , �i �. ; ii �. I \ �.. _ � _ ' i�ilG � _ _ . _ _..__ ,_ � ' ��� - � I ' � �, I � , ., � � '/� I STORM INLET ` , , � i � /// ,- I \ J I !+ ` � ' � EXFILTRATION TRENCH \ � �-� � \ i � � STORM MANHOLE � / J � ' I I STORM SEWER \ �I� � � � i \\ , �I I i / , � � � _, , \\\\ � ` �� � �� �� '� ' „��: ,, , ;� _ ;� � ,; ' 24" YARD DRAIN �i TYP " . '" � :, a �-. � a, �' — ' � � \ �,� ��' �� � 0 ` , � ��'� � � � LIFT STATION " � � _. - .. \,\ ,,. . .. ',�%'��'�.��V . , � , RISER � i � DDCV �� , � FDC �i � � FM �� � / � , '�� i �t/,,y%" , � � � WATER METER � �� , ; ` FIRE' HYDRANT E-� ' ���\ii `JI I I (��'''� � , � . � . . / , � . x.� ���)�'�'� �'i'l�.,il(,�� & ASSOCIA7 I,� AIA �►���l��c��t.������.���t���,�►�� a��� �». >>�►,►,��r�= :� �,.-�.,, � �:' ? #� r � � O° `� ° `'' Member of the American Institute ol' Architects EP, C_=i _.,, _. _ .:T' ' - � •r �' l� ,/ I I �, �l/:I�t�� . . � I . . S I� tl �� ���, `{ !� , .' •..�' 1 , '� � �� '',, I � _ :i � '��� ,,� �jj �� � ���r��A� '�� � ,�'< 'F��+' I � � �' ' �� -�� � ��j ',;: � `I � =?,� ' 1 ,l`��' -- i�� r, �l ) 1�' c � I I � ' 4 � i �F�'� ?t :'� .�+'. �: ,:;�r�,�,��� � U I L a I i�l (a� ; ,�'�' `,,��, , ���;t��� � � � � , ; _ �i ,, � � �,, ��} � r + _ �� �� ti ,;��: - ,, � V 1 � ,l � *' p c ' �� � � F � j �iy, I � i r �_._—___— �_ �� � ' I i � i "�, �' � �' t � � � I S r� �� ''I' 4� � �, � I � IY N � G r ��f.f�r� �'1 � , - ;J � � Y � r � �' �.� js � 1 � �ti � ,�I ,1' � _ �,x. 1 _,. ' ! f „ 1 '�• � , � �; �'1,' ,. 1+ ` _� �. - �_�� .� . ., __ . ..; �.+��;� 4 .: ; . � y. �,� •i1 �, � 1� � f �'l ( }. � 4 t � �� "�� ���� 1 � � ` ',� / '�� 7 ;f� ;�, � �.��-i'�'� �.� .:, - ,� � �i�� ; F"�d� . �4 , ' f��. iG - __ � � l I ;� fi x � ' �� if =_ - cJ ' `�� , i . , ...h � ` �f'�l`.�F<' -� �� 301 " ' � '3��3' s- � ; —I I''. . w.iESjIONd � �� fv �'��' '� a� y ,� �� �'�� �' )!. . � � 3� � � � P } I " ElllolhG � �!1Jl r ��} '� � �7" 2'r ��� �`- � ��—a� � 1 QU:UIVr a `��`�' { , ��ti'�'�� ,o s rsl�� �} � �' �+'� ,. •� a � �,'*ir '�. _, �� '� Y; . r< �4 ���y'.'�ticlil�. '' 'k �e�t El�v�t�c�n END � --- � ����p,������'�'>> ����,,� . , , �, � , � �,� , , �< s �._ ��1 Ii�R�, f1� �� 1����)�: j� � ����, f�.111 �u�chitecture.iiiterior ctesignapl�u�nin� � °"° `-' Member of the American Institute of Architects °r; �-- --' � �'�,& i .�� .� ' n = � � s a E � . a ,s � �'y, � � �„ ; r y , _ i ` Q` � .. "� -t- %.r ,� �: r�. i � ib a'�. . . r '� . : t 3 'q 1 ,' S.: .. s l � art... 3 9 �.d,4 _ a4 -'� °# �,�:r'- � � ,<.�i., rt::. .s _ � :; °� r �' >�:� �X a p e���. f r' : �n- a_. �Y s h - F.«,z S.� '$' t ., +. £ .: % , } _, s . � n � n . � a.;. � i END � W �\�u���i F � ��e, �+� -, ,� � .:: ��� ,� )�=;`�' �'t'1�',K(�;AS � ASSOCIA'Tl�;S, AIA ;�►���i,;�_��������-��.���������►�� �i���;����,.�1���►,��r��� ��� ° i "`�' Member of the American lnstitute of Architects � �_ --__u ,_ , _ _— : --- " -- - _ --- - -- i : ,��'1 � ' i ,��e�F�' �I. Irfivapai, Ir�c, ' t�onKauflC�e��; l�.te�ri�a�ers 193� C;omnim�cc I,�inc, tiufic S Jupitcr, Fiuritlii 3345N TeL• (5(I) 575-fi0:i0 fos: (561) $75-(OR8 .Il l lrri;bullsnutli.net Ih•aiva►ge Slaletnent Officc 13uildin� !'or: �°. ° �` . 851 tIS [Iighrr�:i;�� 1, Id,i,l' I. Ini►�oduclion Ttie siie is Inc�tted iu ilic nurtheast corirer c�f US-1 S. Harbc,r I�ri��e N. approximately U.3 iiiilc south ufC��unty Line Road and cnnslsts oY Q.�I2:ac ol'vacanl la�id. 5ee Lxhibit-A. Thu cxistin�; draina�;c �tiatt�rn flo�+�s t.�3s1 d� sotrth sili,nr Harbor Drive N iirio a lidal caual ;�nd AHantic Oec�m. "fhe site is on 17iglily permcaiblr s�nd as indicated un the nttaahec! percolntion test by ,�ndaman �.� Associates. The clruinage s,ystnm li�r lhis pacce( shafl bc dcsi��ied in accord<mce �vitlt the South I� lorida \�Jater Managc:n�en[ iJisirict nnd ��illuge af'"l'equesta. II. Design t:rileria l. The pruject shall pruvide on site dete:rition for the runuff frnm 2.5" of rainfall or 1" minimum. 2. 7'lie paveme�t gra�es sh�li be abnvc lhc pe�ik siage of a Syr-1 d:3y storrn. 3. '1'k�e fulished tloor elcvation of'the buildiugs sliall be above the peak stage of �i 1 UOyr-3days slonn. 4. 'I'he perin3el.er elevation shall be ahove the pealc stage of �a?5yr-3days sloruz. 5. All ckraivage system shail he cc7nstrueteA in cornpliance �vi Vill�ige ai' 7'eqtiesta Staud.�rds. [II. Recoi►uucudations In ord�r to cvmpty �e�ith the desi�;n crite�ia, it is recommentled that an exiiltra[ie�n treneh he cousU�ucted �vitl� inlets at the low points of the sitc, 'I'he extiltrntion system shall provide adequate on-site ��y retention considering Il�e sitc excellent hydrfml'ac conduGivity of 3.14 G••3 as ntt<�chcd. I'lic oi�tfall is pruvideil via ii buhblc up inlct at �.he suutlie�sl coi7ier of the site. Ccrtitied On'1'l�is ZStI� day ofAugust 2QI i. Jeff H. Irn��ani. P.E. r[. R��i�tralion Nu. 3315� COA No, G1)8(i �-, --- w �����(��«Ill��j � ��r� �i/ � x° �'� G� ° �'1'li;ll(� �.S c�C �1��(){'1 �'1'1{:� AtA �;`< ����,� �: � y / � � � r � , �u�cl�itecliu•���ir�tci•io�• dcsig�����laniiirig �^ °°9 �' Member of the American [nstitute of Architects .� r� . � _. <:� -�_;. , �-:�-.:: :., .��,. .. i _ _ _ = -- — `= - _ -- --- _ _ _. _ _ _. __. _ . __ _ - ---- -- � — -- -- � I IL 7'ri � G encrali0n III, ltudius of 6iflucncc � i ; � 'I'raftic Iarpacl Statement t � f - � Pahn Beacli Couul.y approved U'ip genertitiqn rales woie lIC1Il%A'(I lb 0�)18111 IIIC Av ertige Dttily 1'ur Ynim Ueach ('ounty Unified Land Dc��elopmeut ( udc ]'ablc 1"2 13 2 17-7 3A, tl�c rndius uf' �� � 'I'rips (AD7') i�nd the AM k I'M ]'ci31� Ilour f�ips (1'11�1) iuFlucnce 1'or 17 penk liuur tnps is Ihe directiq accesscd adcrial for tcvG-1 �C 2. �JffICC B flll[�lil� 'fhe ciircctly aceessed cirterial is US-1 tl•om Teyuestn D�ive to Counl�� Linc Road. 1'hiS link is tl ���(iC '" six I�uie AividcJ roadwuy Bldg ADT AM PHT PM PHT 851 US Iligi�wa,y 1, LL II_l �� � s� VTEPD _ VTEPfI vTr:Nu - - . ^/� --- IN %n� _OUT °/� IN % OUT '� I'V. [mpact Analysis PCN il GO-43-�#U-3U-02-001-OO.lO MEtl office ITE 720 3,600 1�0 B 7 79% 1 21% 15 k 27°la 11 73°/, 77 i� P�'�l'osed develnpment generaies 10 ANI & 1"I ('M peak hour trips. Internal 0% 0 0 0 tl 0 0 0 'l'e��uesta, T� lorid� Pass�b __ 1U.D°/� � 13 1 1� 0 _ 2 0 2 Per P�hn ]leaclt l;ounty ULI)C'Ca61e I?.B:l.P-7 3A, ouly thc direcdy aceessed litik is tu be -' analgzed. 09-09-2U11 �en ofilce ITE 710 � 40U �9 7 2 89% 0 12% 3 1 1'/% 2 03% Internal 0% 0 0 0 0 0 0 0 Tes't-I (19-15-2011 f'ass•b 10% 2 0 D 0 0 U 0 '►he imp�ct of this propusal on US• laffecled link is insignii siuce ihe pro��osed gencraled - Irips are less t61n 1°�� �>f I.OS-D for a Gl�me divided roadway ur 49 trips. UJarehousel1f=150 1,599 7 1 1 79% 0 21% 1 0 7.5% 1 75% Inlemal (1`,�0 0 0 0 U 0 0 ' f '� yt - ? p�ss•h 10% 1_ 0 0_ _ 0___ 0 0 0 7 he impact of ihis proposel on US-t affected link is iusignificant since the pmpused generated -- —•- - --- trips �re less than 3% of LOS-G for a 6-lane divided ro�ul���ay or l5i trips. Total 5,999 140 10 9 1_ 17 6� 12 � This prnject mcets Test•1 �l Test-1. requirements. Therci'ora, the proposal is iu confomiance with Pahu Beach Counly Unified Lai�d Developntenl Cude Truffic Performance S�tmcl�vds. I'repared 13�': J�#;F:F�, llra��az�fl, �a�r, Lazasulti�t� �'n�ineers 1934 Cm�u��erce Lanc, 5uifc S Jupitcr, Florida 33�15$ ,! HI(i?bcltsoulh.uet '1'cl: (5G1) 575-6Q30 1 (SG.) ) 5�5-60R8 ll'ip l leneratinn forouiloc. Gen 011ieu: (�U'P) I.n'I'°Q771.nX��7.fiS (AM PIIT) I,n'f=11.80LnA+I.S$ (P�U I'll�l') I.nl`-�U.7AI.uX+I.R3 h9ed Ot1icr.; (All"T) 3G.13 ! I<SI' (AM PI ff12.3U! KSP (PI I I'f I'I') I.nT`0.8&I.nX+l,.i9 11'archnusc: (ADT) 3,56/KSP (AMPIIT)OJO11iSP (PMPIIT)0,72lI:SI� Nolet Decimale Jue to farnuilns aru c�mieA thru Ihe linal suinuiaiinn eren ihnugh Ihcy arc nnt shmsn on individunl nses. Pinal ansrvare are ��ccurate by m�q� unl ndd up tn Ihe a��jnumrt mnnbars, .r�rt� ti. Yr.�v:»,,, r.r. !� lurida Registratiuu JI 33155 CqA it G9R6 �_ _ � t�� i 1 �/i ���� � � 4� , � �� )�„ yr� r � �v ti ) t � V r i � 1 ��`�� ��,,,�� _�,.�� � 1�+,jZ��l�� � f�,���)�,�/11 ��,�, l�,lf� urctul.����i�u����in�.���•iuc cl����;i��n.pltiniurt;! �°"` "' ��' Member of the American [nstitute of Architects � , r _ _ . , _ .. _. .. - ,� �,. . �: �:: _ ,,,, � -° x £� °�_ { � ,:, . .. ... � , � � �. <. �__ __ � _ �. - - <�.�. 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