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551 GULF BLVDby Gilt- BIJ 551 L vM oc�s . /Uo o k —41S / ��- d°a %s -dl� 5��� �S-- �sx.�� �3 = 2� �• Kos 1 Ja y� i -- N4--,e _�� oIc- 1L.1� f 2-,W a4 - L0, C P C,x� lgz)3- / ©k-- /3-7 . A 7<-ze,n -= z% t o Ict `f 3v,juu5 !)Ulljiju J61 k.) C: PIK - ��II A aQJJ DqoubDW� aajl quid I L(,dAi)alc>d 4q(51-1 a JJDM 40019 ot7 MI DM POOM h �7 t id ,Tk S93DdS bj'I*NJDd 9 ZOE - ED-- v I S 1, TV 400 �lw 9zi • c3c,,3rl•u &- 111---30 0.1 (•d,(I)OIod tqbi-1 ►� zvJuu5 DU.1l.ruu SG! 50 :K �h 61 r-44. Ii I1 A. aa4 oIIOUbDIN — aalI a IL(,dAi)alod;y6i-1 IIDM 4301(3 )I I D M POOM ! oawdinba do -uDap jD; oajy Iz 301 01 -�� �1 -- na Ss1 G�IF �l� �Si 0 00 K) M h o LANDSCAPE PLANT MATERIALS 0 SYMUOL Z DQT,AN I CALIZQOMMON NAME SPA.CIN SP ,C i F I CATIONS (HT /2D $BARKS •___ ----- ® o QV QUERCUS VIRGINANA /LIVE OAK AS SHOWN MIN. 8' HT., 1 1/2" CAL MULTI- TRUNKED SPECIMEN, 0' 30` 60' Q- MINIMUM 2--3 MAJOR CANES q SP SABAL PALMETTO / SABAL PALM AS SHOWN MIN. 8' CLEAR TRUNK SCALE: 1" - 30" F STAGGERING HEIGHTS NO NERIUM OLEANDER /DWARF OLEANDER 3'0" O.C. 18 "o, 3 GAL., MIN. 24" HT. 't LL cy I 4 LANDSCAPE NOTES INTERIOR LANDSCAPING UNLESS XERISCAPE SPECIES ARE SELECTED AND REQUIRED: 6% = 1,058 SF �� ,/�'' I ! c.t !! „� a o -v APPROVED ALL NEW LANDSCAPING MUST BE PROVIDED: 7% = 1,237 SF WITHIN 100' OF A HOSE BIBB OR BE IRRIGATED INCLUDING 5 TREES AND 58 SHRUBS. ,� �� , ''� ! ! { { SuO�slAea o v a BY AN AUTOMA11C SPRINKLER SYSTEM. 749 ZZ GULp / ' 1 . ••• ®,Pi EXISTING R /W ~ _ - _ 152 i53 154 155 / ® _ > \ ` "°`"° • • a.,,.. • /-PROJECT AREA ` ~ _ ----- - - : T - - — - . ® - ® .� � - -- - .® - ^ — _ —_ __ _ _— `..... . MI LEGEND m,E - t/ ° { \o g { { QIF+a PROPOSED AREA LIGHT Q f� Uj { 3 ..1 { n - = EXISTING PAVEMENT /STRUCTURE U • 1 I / a { Q PROPOSED CURBING d c -7 m { f Z - .. rj C `�TRUCTIO;`_ ----- ' _- _` _ .__ r' i I `'� SWALE '"'�""' PROPERTY LINE f \ �- - -a � _ W l I _ °� !�' I =� W �I -- RIGHT-OF-WAY LIN �� I E H \% \ \� `\ \ 3 _ } ! ! PROJECT AREA BOUNDARY c • rl ;� _ r 4 _- I No { J TYP TYPICAL pj M _t -Jul __ ( a_ DROP f I Q' Z Q i /011" �� - ,,f' r-� I ! ! { { H(GH WATER VEL W C? •� -- CUR CR�� t L_ _- P r -_ ,.� i_ --' � f �,. l B, ! a�awL DESIGN LE Z a �s �r� • is WALL s P ! I (,i W ;P t / 0) ; r - i 10 ( SP 29 DIRECTIONAL ARROW f f �f 17 No (INFORMATIONAL ONLY) < Q -17-17777) �� 4 � _ _ �!_ :L 1! 1 WOOD DECD #; � �! t f � � � 10 f s`> r J.�..,..,NO ;� s {� Q �t PROPOSED MITRED END SECTION I { f F h rrY ! _ - - I ! - , `�` '_' 4 f 1 i . REQUIRED INTERIOR LANDSCAPING < w i a� `�7, �r , ...... -_ ;'I IMPERVIOUS AREA REMOVE 26,080 SF U ,- jj a % ® f t ( { ! \ \ DROP 0 { r° . 10 �. \ ! {. _ .. •P�„ r,. >.. ..ri. s a t `''�"`!""' PROPOSED ASPHALT: 17,638 SF . CUR N STORY x :.: „_. t ! ONE ` \ ` \ !! o0 00 00000000 0 000000= o =000000000 as a to 1f WOOD FRAME �' ' � _ =� e � � � �� 1 — ^ � � ^� �',.. _ { i� LL r�x ® t �>, j - `- - — — _ s _ ••�... •• 1 2 QUANTITY •- x LEVEROCKS SEAFOOD - ,\ 1 ®\ \ \ . \ { ! ! \4/ROJECT AREA i `� O I j 1 av ABBREVATION (BOTANICAL NAME} z ti RESTAURANT f f a °'r° O f 60 PROPERTY LINE '� ,", 1 t `l * INCLUDES PREVIOUSLY EXISTING SERVICE STATION 1�■�i W► ® 1`t ` ` «� �{ { "� I 6 OPAQUE L`JAIeL .- \ �' f 10 LL 4c, ®® �,� ` � � ;� —7— --7 —, { �y I { tj1 1 11 NOTE: W ! f m { ! ust bey t t 1 J I of �� e /_Z /4 ' � '�'`� s , / 1 ! ! Water detest 0ri areas M ri`C to GonstCuctlon t� 1 it SPACE CONFIGURATION, S AND CONDITIONS, W (LINE LOCATION W 0 M 1 I ! sodded I oo ie ` Ps son S'ste drainabe ►'Host be 1, / - / { { { ! Stormtde Stop- 11 t i TAKEN FROM MESIMER AND ASSOCIATES, INC. ° ` �, `° `\ I ,a [)11� STrR ! ! R Cs�t drains° areas. OR, i`t SITE PLAN, SHEET 1 OF 1, DATED 4/19/95. Q ! I { Q I , :o {o deg •tjo� ;'3.• 11 V/ DELIVERY', t ° GA z'L Q AREA t; � 4.�.v�� � }'�,1`� \ \ 12 \ �,� a � Ys'°R cl) > 1 _ O Sl`� k�(} g. `, i. J+ ! 1 1 Uj • m • • • ® • .. +oa•os . • • • y • e . •m..®e . a • • • • e • ws®e.. ..sus • • ..w ®. a.±.s. _�e.: ?® „�*e g y� Y' } ` a4 t i 1 Zj 0. . arr rr...recs .•wyet • rss. rff: ". u:•wscr• -' ___. _PROP'LRTY LIVE -- -{ CONCRETE CURB _�...� 11 0 d�� �i �'��� 0 ` �1 /' 11 PARKING. /� 1 �i _ 1, �- - —`'-- ---------- --- �----- ----- - ° - - - -- rf TOTAL NUMBER OF NEW PARKING SP J \yr _ _ LA_ `\l C ®NISTFtIICi 6' OPAQUE °NAL�.— - �\ "' ?- - _ _ lim � \ �'' h� �j� ,.♦ `> iii %` ` eli... �• � i 4 ii,� 50 °wage «ith hvsng Ulu- y4.4 JUL 2 5 1995 � l .Ca �'jin J 11 w 0 W co CENTRALPERMI'iTING �,.. .� 1 _ — _.._ ®-_ — _®® ___ — — _n — — _� ®._ ®_ a ® ®_ _® � %o?iajl�ri. a'w • .r , czve-pro �� � 11 TREATMENT VOLUME cIT1rof cLEARWa ►�€� t3 ► `�- REQUIRED: 31,461 SF± x 3/4 = 1,966 CF �"'�"' ATTENUATION VOLUME. �� � r ® >e(i �'=• 4 ° . • VOLUME PROVIDED: = 3262 CF Pei a}�i � .. 11 50 YEAR STORM DESIGN POND BOTTOM AREA = 1,340 SF Uj " VOL = ®CIA x 1 HR, I = 4", A = 44,136 (1.01 Ac.} � � �� TPL REV1E'� io DRAWDOWN REQUIRED: 72 HRS W /2x SAFETY FACTOR (MIN) �O r hgEN Sug1EGS NC�•S ANA• DRAWDOWN PROVIDED: 1,340 SF ( BOTTOM) x 1 " /HR C = x + t , • ,. ENVIRO� ORp,N�EO t<t pP.Dt a ���{ = 111.67 CF /HR .�.., At w c� HIST 44136 - 0.42 F�O ���► APPROVAL �JtSH A c� -Ea�wA .!�• NC OF TIME: 1,966/111.67 ' 2 • �• • • • . • Cpw1S SHE CtT a> 4} C � , -. i p �,,. `t'" ' � _ .17.60 HRS Q- o- DEV _ 44,136 = 0.59 • • ' • • peGaoe�t AC _.•` rn3y ` • • • QubticV`Joc'i Qi'ice OA�OO SAFETY FACTOR: 72/17.60 4.09 E>tivitonmen StCsKE VOL = (0.59 - 0.42) 4 x 1.01 x 3,600 Sh @.�J. rhr 11 = 2,472 JUL 2 5. 1995