09/23/198309/23/1983
1225 HIGHLAND AVE S
HI-LAN LANES
TO:
FROM:
COPIES:
C L,:AR,W A?,T E R
C I T Y OF
Th
C i t ?? Manager Anthony L . Shoemaker Interdepartment, Correspondence-SheetJ
2 ?7 I983
xl???LSEP David P. Healey, Planning Directo
See List Approval and Certification of Final Site P1 Addition to
SUBJECT: - „ n
DATE: Sep PM -r--2-3 ; -19 8 '3 ?
On September 22, 1983, the Resource Development Committee
recommended approval of the final site plan for the Addition to
Hi-Lan Lanes subject to conditions which have been satisfied.
It is the R.DC recommendation to you that the attached final site
plan be approved consistent with the design guidelines in the
ordinance subject to the following condition:
The requisite initial building permit(s) be.procured
within six (6) months from the date of City Manager's
approval of the final site plan and all requisite
certificate(s) of occupancy be procured within two (2)
years from the date of issuance of the initial building
permit.
If you concur with this recommendation for approval, please
initial this memo and forward the ten attached copies of the
final site plan to the City Clerk for certification and
distribution.
DPH/PH/js
Attachments
Li s t SW 2Y
Roy Ayres, Building (1) caMax Battle, Public Works (2)
Cecil Henderson, Utilities (2,?' "
Keith Crawford, Traffic Eng. (1)
Joe Molnar, Fire Marshal (1) C c?I
Dayi,d Healey, Planning (1)
Developer/Project Sponsor (1)
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• ~ ~ p' LEr,AL DESCRIPTION: (EXIST1Nr, PARCEt . , rr ' " his M w STING PARCEL) ~ ~ ~
LE. , ;~SCA BOUNOAftY AND TOPOGRAPHICAL SURVEY ICAL SURVEY OF A PART OF
' LOT 6 FORREST HILL ESTATF,S UNIT 5 , ~ . TATF,S UNIT 5 AS'RECORDED ~ f a
• IN PLAT BOOK 58 PAGE 34 OF THE PU w , 34 OF THE PUBCIC~RECORDS ~ TABI~LATI ~ , a ~
r. . OF PINELLAS'COUNTY; FL0RIDA:~' STAP . ; ORIDA:' START AT THE N4!
-CORNER 4F LOT 6 OF FORREST HILL ES . ,g K 8 PAGE REST.HILL ESTATES UNIT 5 ,
. AS RECORDED IN PLAT 00 5 , OK 8 PAGE 4 OF THE EXIST{NG PROPOSED ~ ~ ^d 5, 3, LLAS GOUNT,Y, FtORf~DA, FOR PARCEL A % PARCEL A ~ PARCEL fi TOTAL ~ ~
' PUBLIC RECORDS OF PINELLAS COUNTY, . A -P 0 B . AND GO ,S g9°03' 13'' E 45z • 3'13'' E, 452.04'ALONG BU LDING COVERAGE 23,002 31.4 26,122 35,6 0 0 26,122 1$.7.
NO~'SHEET,NAME , I OT 6•}THEn A i LOT 6; THENCE GO S OOp PA O.COVERAGE 1+6,395. 63.3 36,620 50.0 22,4$4 33.7 59,104 42.2.
~!(1 THE NORTH.L#NE OF S D L ',.PARKING TAB,.: ` RA 26, ga E. THENCE GO S 89 ARCHITECTU L 59 , ~ F ~cE cD s $9°5S°26"W, oPE sPACE 3,913 _5.3 10,569 t4.4 44,252 66,3 54,$21 39. 1
d ~ 450,64' TO A P01NT ON THE EAST R1( PARKING REl1UIRED _ THE EAST RIGHT-OF-tJAY _ TOT L AREA (SO.FT:) .13,311 100 73,31'1 100 ,733 .100 1' O,O 7 1100 ° ' - f...,`~ "
1 'SITE PLAN. EXISTI , O'JLING LANE$ ;TM LINE_OE_NIGHLAND AVENUE WEST L'fNE IE (WEST LINE OF 'LOT 6); TOT AREA (ACRE&} 1.6$3 1,6$3 1,.532 3.215 ; ~ ~
Z.. FLOOR PLAN , • - . ~ E = 120 SPACES 'THENCE Gb N 00°02'03"w, 166.:..471 Al . a , ~ 5 CARS/LAN 3,. ELEVATIONS PROPOSED COCKTAIL LOUNGE.'. RIGHT-OF-WAY LINE TO THE P;O,B. ` 166....47° ALONG SAib EAST. " ~ _ ~ _ ~ ~ ry' ,
'HE P,`0,6.
4 ROOF PLAN.` 126 SEATS SEATS SPACE 42 ' C~3 / 5` "REFLECTED CEILING PLAN „ INFORMATION:TAKEN FROM A SURVEY;Pf 6 EMPLOYEES 3EMP.ISPACE 2 l.t` ta'l~.Y ~1-VA' . U,ti~ c~D) I A SURVEY PREPARED FOR , ~ t1
m. W .C 6 SCHEDULES TOTAL PARKING SPACES REO'D 1~+ SPACES ~ H1-LAN:LANES BY COMEY WRfGHT, FLA, WRIG~T,$FLA.:RE(';. ~ ~ ~ L ~
'5ECTIONS _ SURVEYOR N0, 3650 DATED 3-23-83, . ~ _ a .D 3 3 3. ~ ~
$ SECTIONS ~ DETA#LS PARKINf PROVIDED pj ~ 1~ i~ ' ~ g `+l FS
REVISED EXI T GIVI t.. ; ALSO c ! ~IDE} 95 SPACES` • ,
. ~ NEtd PARKINa LOT ' I:ANDSCAPING . ~ h , N ~ ~ r
(EAST SIDE} 72 LEGAL.DESCRIPTION.,(PARCEL B} 1RCEL B} ~go b`t ~+r w ~ , '
iTOTAL PARKING`PROUIDED 1 7 SPACES DRUID (Tp ' I.i LANDSCAPE PLAN "1B°~s
. A PARCEk OF LAND IN 7HE NE~'OF THI iE NEB'' OF THE'N41i:, OF SECTION 23, _ ~ . _ p~~
TOWNSHIP 29 SOUTH, RANGE 15 EAST, STRUCTURAL I~? ST FLORIbA, FURTHER DESf.P,IBED RS FOL JG6 J 5 EAST, PINELLAS COUNTY, ~ EA ~ ~ E , LL1 ;IBED RS FOLLOWS; ~
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S1 ..FOUNDATION PLAN.. _ . , 'l. 52 FOUNDATION ~ MISC. DETAILS - BEGIN-FROM THE NE CORNER DF THE N1 - Yk .a. t~ IER OF THE NWT OF THE SAID rL T ~ ~ 1/ E R ~ ~ E . '
- ~ ~u7Nrp GG . ' $3 'ROOF. FRAMING .PLAN ~ • NDSCAPING ~ rt ~I SECTION 23-29815, ALSO THE. INTERSI } THE. INTERSECTION~OF THE Rf11 , ~
LA CENTERLINE FOR LAKE AVENUE AND JEI 'S4''SECTIONS & DETAILS NC?RTH~ , IENUE AND JEFFORDS STREET, -AND ' ; _-_a° _..w r._......... _ , .
RUN THENCE ALONG~THE SAID CENTERL _ EARTH IdORKS , , ;AIDCENTERLENE OF,IEFFORDS EXISTING~~ PROPOSED ~
KCAL x STREET, . N; $9®03 26 -Id, b6g,25 TI ELECTR 1954 BAYSHORE BLVD. M ~ - 8 ' Tt} POINT A ONG TH SO T! b6$,25'; 1THENf.E S OOp12'4O"E, ~ ~ ~ PARCEL A ~ PARCELA i ~ PARCEL B % TOTAL i IMPERMEABLE COVERAGE 69,397 94.7 62,742 $5'.6~ 22,4$4 33,,7 $x,226,. 60.,9 j, }NG.THE SOUTHERLY R/I1 LiNE -0F ~
DUNEDIN• FL.; 33528 30 .3 A L E U PERMEABLE A A 3, ).B.:' ..313 5.3 10;569 14.4_ 44,252 66.354 821 39.`~ THENCE RUN ALONG THESAED ~ ~ ~ ~ ~ i. ~ >
I 4- 1$ j.AK~VLEW ~ BARRY STREET FOR A-P',O,B<:° THENCE E1' LIGHT#NG PLAN ~ 8 3/73 79 R/W LINE, S 89°01'.30'.' E, 33.00 , ` E2 'POWER PLAN 'SITE PLAN:: TOTAL AREA (O. FT} 73, 11 100. 73,311 100 tOO 1 0+x,4 100. + _ E, 33:00' ; THENGE S 00°t 2' j+0"E _ _ ~ lid Em~~+, ~
M • (S 00®lo'lb" E CAL,'; , 260.01 THI ,STRUCTURAL a, a w, 260.01 THENCE N$9°O1,'~4n W, m.,---.°
:,MECHANICAL. : 33.00 THENCE N 00 10 1 td, 32,. 1, l b"' td, .32..$1' THENCE /
TINNEN P.A, S 89°.49'44" W, 45.00'; THENCE S OI WEBBER S , ; THENCES00~04:'33"E, 160.03" ~ , ; 7~ F
PAN;: (160.1Q' CAL.}; THENf,E 5.86°45°04' M1 HVAC L P. 0: 417$$ ~ , r ; S $(~°45'04" ga.52P (ot.t5° s~ ~~~6~r W, 183.$1' ;.THENCE ~ ~ ~ ~ ?
T. T .:..CAL, ;...THENCE N t0a05!56„ W, 1g3.~ P UM61NG PLAN ; M2 L 4 S PE ERSBURG FL. .337 3 , 1`00 26':59" E 2®8,41' TO THE SAII '~TOTHE SAED SOUTHERLY R/W-LINE u,j
I gt313~5- 531 QF BARRY STREET. THENCE ALONG THE t4ECHA1d I CAl' & ELECTRICAL E ALONG THESAID R/W LINE, = ~
~ ' , S g9°03':13" E, 175,74'; TNENCE•N ~ MECHANICALIELECTRICAL - THENGE N ~O~1o~16" ar, 6,7n' NQTE: LANDSCAPING T4 BE ,AS SHOWN; " ;
TO THE P,O.B., CONTAININr, 66,135.•, ME1 M~CHANiCAt b ELECTRICAL SPECS, . 4.. ~ , ~INr, 66,135.:54 S~, FT. . . 1~,.'`
• HART NQRWOOD & ASSOCIATES INC.., (1,5320 AC MOL.
_ _ , ~ra-, ni~~enin~~®pF p~ aN ~HEETL1 . c~;°;, 4 e
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ST. PETERSBURG FL 33743 INFORMATION TAKEN FROM A SURVEY PI A SURVEY PREPARED FOR „ co x,,
313/345-3021 MI-LAN`BOWCkNG ALLEY BY KAM1 TARG1 3Y KAM1 TARGEL, P,E. N0, r ? ,r p~
i 17263,;'REVISION +DATED ,8-16-83. 8-16=83 Z
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~ ~ ~ ~ ~ ~ 4 ti ti , ' LQCATION MAP
o ~ ~ ' ~ ~ ~ i ! t
i , ~ ~ a ~ ~ i f ~ ~ (v ° ~ ~~i~
r `1 ~ b i ~ ~i ~ ~i ~ ~ DESCRYp#'T0~ d
~ ~ ~ c ~ o ~ ~ ~ ~ ~ pa~cei of Tand in the,.~it~ of the NWT of Sectioa 23,
_r: ~ ~ ~ ~ ~ ! ~ Tarmship~ 29 south R e l5 East Pinellaa~ Count
y 1 ~ r E'~ ~ 1 ~ 7> ~ . ,~4 w. I v ~ r ~ , cow ~ ~ y, ~a.~• y ~ ~ ` ~ lori+#a, fwrther. dei~cr~bed ae ~followss
1 r, ~XLSTLNQ ~ - B- LING ALLEY ,
d a° ~ ~ ~ Segin, ftor~ the BE ra,~ner at she ~ B1t~ a#. the maid '"1~ ~ ~ ~4 ' ° ~ ~ ~ .t 3~~ Sectiosf ~3•.~9.?iS, also .the fnteraec~'iah -ai the R/M
~ o ~ , ~ , ~ ,e
i ~ , i ~ Tl~' ! TC~° ' , ~ , ~ , ~ , ~ ~ ~ p •~a } ~ter~ine #ar. Lake I?vetwM .and `Jefford~e St~let, and en~e aka th
SAN. EwE ~ , b ` , _ ~ ~ Lh a said centerlineDaf Je##ard®. ~ _ ~ strut, ~ e9®a~~,z6„ ~~s.xs~; ttrence s.aasls~~o~
I ~ N~L ~ ~ ~ I d 0 ~ ~ ~ , ~ ~ pa?i ~+eta~ the soptherl~ ~ ~QB. ~6' to, a nt 1~/?N ~liaf.of
v J )t~~~ '~p~' ~t~' t~ is ~ ' ~ B~?try~ Street !ot ~ a~ ~.C1.8.
~.r.'!~. . ~ . kheuacs: rtm; i~la~da ..the said ~ ~ ~ ~BlNb1~4>~~,~~ s89~01`'~3a~ 8,~. 33Qa!,, °~kls~?'=.8 ~~O~X2~4a" E
M i ~ ~ I i ~ Q A ~ t r ~ ~ ~ ' e ~ R e r a~ ~ ~5.,0a ,L4'.is" s C>~1. 2~t?.aI'~;: tt~i~dtC+~' x~~~~4'~al'~~a~ 1r , .
f~ 33.~ga';'. thence bT.~aa~"la~'2b" 'ii' 3T8~r? th~tlCl~ ~ 5 ~ 4 , ~~~~t ,i7 89•~~94.~d" 1i 4Swa4'; 'thence S'~~0"a~~ 3a~~..a, ~x6a.a~~
E ~ ; a U ~ , r ~ 4 t~~o:~o~ cat. theme s a~?~~ts~a+t~ ~r ~ : ,
_ o . ~ ~ , 9 .Sx c2ai.i5' ~ . ~ ~ C+~ly:) thlirce ~ 1Q°~S~Sb" 183~e2;`;.thi?a~
\ ~L ~ 4 t ~ ~ ~ i ~ aa'26' S9'~ •8, ~OB.eI! 'te-..the rxi+d ~spath~zly ~/M line , ~ of Bia~tp Stacest;'-theac~ along tbe;Jl~l,d 1~nii
~ , I ~ . A~~ ~r _
ti ; , 1 ~ , ~ E F $ 89'°03!I3"~~,~~175.~4~'thet>ee !~`~tf°1D'lb" ~d, ~.~aa . 3 { ~ ~ ~ ~ Q ~ the P08. Cantai
I ADDLTIO,N1 ~ ' ~ ~ Wing 66,73.54 Sq. Ft~. .~,w
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~ -o STORM. DRAINAGE CDMRUTA110NS' ~ 0 Q ' w ~ e -c a~ ~
Po , ,m PROPOSED . S?~ .,,,,,,~„i,a„
rr ~ _ 2~ Q® 6 SDB, SG~I~E ~ k ,y1 .1 'h Sits-Area. - , ~ 66 736 S1P 5 ~ r /l. 2 : AC.: ~ ~ . • ~ ;
I 31, ocr Rainfall` Frequency. ' m 25' Xeara ~ a C Existin l ~ 4.25
a ~ , ~ . n
~ Paved Area. 21 660 S!
' , Remote Dfstance s 220' . ~ . , . °
~ Tape of Land 5.07 ~ ~ e ,r °z< a ~ ~ ~ .w ~ ~ h Vii
6 S l~RE`N~ r''' s~`~ ~ ,a a Surface. Type Municipal ,
C2 Developed a ~ 0.46 , . ~ . r;.. , v A f Al C', ~ ~1' . e ,
r ® WY, t r•4
~ r 1, 13.96 CF : . . ~
Retention Volume Required . . Depth of Retention Provided = 15' . ° , .
G A~~~ .ANC, ~ ~ , wu . Retention Ca act Provided ~ 2 000 CF'+ o
• 7R Ate/ .Z!`. „ f. . q , N
0v .ERFLOW CONTRQL STRUCTURE ?g ~
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3 ~ ~ ' $ .2483 R~.v. ENr~. k.~aDt! To to ~R
~ ~~•/B>$3 ARD HF1}C,,E SAN: C4NN` '
0
0 4 ~ > 16.•83 RSV, SCCZIPTIDN D~,CAMP~T,
1 + • Hi-LAS ~ ~C~w{~hH~G ALLEY~~ .
t;~.lt~~M?~twt,~'~Ib~ide'
~ ~
sREVlSE~ & ADD;ITI~QHAL P°ARKING
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Q l r45 .5 2,
k s, r PROFESSIONAL ENGINEERING CCN Ll'ANTS
CLEARWATER 3 SEBRING, FLOIt~t`~
166.3°1.30- -J T,n'tq: "~Ne'?t'.t WORK ORDER No, zt, r
DATE DRAWN PC, SCALE .1~'
• CHECKED ~ rj= Z 0 7 •ZI.83 lc't, ,
262 1124 I2 ` '
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ue it ~"~iR' 4kwa,mrol cW+m..m.`rNYf ir~Mw+®.5&J.+<..a..wY+wa.+~o:.:,.-'~,a.,.m Ad...;.....++...w ...~mw.-: a.:. .».„.m. e. u,.
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. ~ Jc-_~rx j ~ ~ ~~~o series X32 or p~C ire amved . a ry vats >ao~c~,
,
\ l// Cor~r~l ~ res; 2~-Valk sand wire
® r c.~rovad ar d~r~ct burial ~n ~roc~l, ~iln~
lmm wiry Giza l~ ; ,
Gb 5.~~.~Qr ~on_t ~ ~ W des;. Urger all v~alk~
~ ~-~l~ri~;~or~ s~st~ ~a laa fuTl~ qt~d pa~i~ ail re ndtaa~~1 on drr~I~~4R a~ ~ w~t~ minimnt,~r 1Y of PVC.: I?20~160 P Sek.,=p asl: C.p~pe or' 9alva~-
~ \ ' at ~oin~ of d~str~t~t~~n dell~~rai lzed taea~v t~a1~steel c~ rt4
~ ~~.~N ~ ICe ~~~lft~ M~}~ ~ k#M ~b ~ 34UIt~7fI11~~ ~rsJMbd~~~lAl/a
~'yy~~ { pper~. ^ p ~+~+~p @~ ('yam'' I: 3 k d yy ~`P°, qS ~ ~ S~1(111 be ~aranteed,for'q * + . ~nll~.!' ~l ~e S~~ ~0, TY~ 11~-12~ per acf"o o r f ~ ~'o acc t~
~ ,
~ ` ~ ; tam" ~ ~~p4~;V1, ~i~arlde (PVC) Pli~ axl~ X11 can a~a~ns eria s ~ lpo
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k~ Pias ~ t ~ir~s; ~ Shce~~0, pol~t~~l
rl P~C} St~xiartl we~~h~ ~ as
, o + a~tur Y Slaat~, tc~ca, or tpAC01
\ - _ ~
Soli ~ C.aible FCC l~~p~
~ or ~m~Rer its G~. Spr r~ie~ Neal Risers, le ~ 9al~c~--
` ize~~ iron pipe or ~ PSG for .risen,..
o\, ~ P~pe,shpii eft l~l a S~ac~dard pipR q~ttit~
. ,v tooi. ~1 ~ , , Rat ~C~i~~ ~ta: ful~l~ ~ ~ ~ ' O
. ~~dr~el~r af~p~~~e-a~'a~.1 ~ ekes ~ pw~.. s..~~~ or errs, ely t~ith _ ~
~i_ ~ ~ - i~'~Y t11pCt xhree' } . U~~ ~ ~ ~ t~r'~tall ~"f tt r~s.t Ripe - ~
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LANDSCAPE PLAN AT . _ _ z ` 4 M,
f Y h ' ~ f ? . _ , _ ~N7 1f1 ~~.f~ @ . , o R..~.
BUILDIN ADQiTION 6 w
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fiITOtIOM: Substitution of anv tFtS~EG~ION: ATl~mobe~aT s7iaTfbe_~. ArN ~in0ertal f `LSfpctorv as
~T~ plat material stwlI first pe c~pro~eci subject do irxpecklon.Prior-to install determinedp,+ ~e ixn She A[chttect STN J 1`$ ~ F"H~ ~7f ~ ~ ~A ~ 4 .e
by the Landscape ArGhit~t 4s to type, ,ation crd.4f#er by~~ Ardlltect .shall be reP] ~Ceci PCUiDt1y Wftrout PLIUVf MATERIAL• All. plant material size arrl cumtitY and unit Est, and ovfier, Atp~ moCer~al tau~l noE to ew~nsG to.tlle oWne~,
sha1ibe~ Florida'#i or better meet ~ state [equiCemerr[s stall be ` a ~ f~~t~~?~.f4
td~lisf~ by 9ra~ees crd st~dar~s~or Pf~TECitOM of EXISTING I r~nved and fepldoed with those mbterials ~.IC~P:i ~I_l.l_-.~~~IGED C~I~R,N-
narsery plmtts o ttie State of•Florida~ ."Prior to the preparaCionaf pl rx~ Vat Beet Ute'specifleatiw~s set by ~~F~fc~-~ (~t,~;-T(~3 Deft of (~r~alture Ail plating .ads the oontraCtor shall.ascertdln thettrese cot~trac[ cba~errts, x,
beds mtl water bQSins for troes shall lo4ntion of all utllitfes.: Drn~e
rec~itis: 2'~ min. 9rale "A`G i~us~7 py ~ L~'idscme ContracCor to GWlRAMFE; Ali plmts siwll be xloran- v
µlir~ocJded areas to~be :these utllfttes_of structurQS sfbll 4e .teed for a Facial of,"90".d_aYS frrm:the e
,w~W'U u r-U. v I rv=, me responsiDtilri or the aotttracCOr. aace or rime ?nsaectton or mtertais
At Ute eM of the 9uararteed Peftal m PINVTING SOIL Anv soil wrought on , CLEAN UP; Clean up staTi take Place ginspection Stwil be mode py £a~ds~e
site shall be natural, fertile, fricSHe,
~~iftmslv during the course of the ~Arch~t~ct and outer, S: 4","'ANDSC w
A soil Intlfree of acv oblectianabe Protect, withexeess dea'is femved T IN ~ rial rnrltte ~ , I l f site.
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