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SITE BOUNDARY
LEGAL DESCRIPTION:
A PARCEL Of LAND LYING WITHIN THE SOUTHWEST 1/4 Of SECTION 15. TOWNSHIP 29 SOUTH.
RANGE 15 EAST. AND THE NORTHWEST 1/4 OF SECTION 22. TOWNSHIP 29 SOUTH. RANGE 15 EAST.
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CQtM:NCE AT THE SOUTHEAST BOUNDARY CORNER Of THE SOUTHWEST 1/4 Of SECTION 15.
TOWNSH I P 29 SOUTH. RANGE 15 EAST. PI NELLAS COUNTY. FLOR I DA. SAME ALSO BE I NG THE
NORTHEAST BOUNDARY CORNER OF THE NORTHWEST 1/4 OF SECT I ON 22. TOWNSH I P 29 SOUTH.
RANGE 15 EAST. PI NELLAS COUNTY. FLOR I DA. SA I D SOUTHEAST BOUNDARY CORNER BE I NG
S89-03'29-E. (BEING THE BASIS Of BEARINGS FOR THIS DESCRIPTION) 2655.24 FEET FRQM
THE SOUTHWEST BOUNDARY CORNER OF SA I D SOUTHWEST 1/4 OF SECT I ON 15; THENCE
N8~03'29-W. ALONG THE SOUTH BOUNDARY LINE OF SAID SOUTHWEST 1/4 OF SECTION 15.
SAME ALSO BE I NG THE NORTH BOUNDARY LINE Of SA I D NORTHEAST 1/4 OF SECT I ON 22. FOR
65.00 FEET TO THE POINT OF INTERSECTION WITH THE WEST RIGHT-Of-WAY LINE OF MISSOURI
AVENUE SOUTH (STATE ROAD S-595-A). SAME ALSO BEING THE POINT OF BEGINNING; THENCE
LEAVING SAID SOUTH BOUNDARY LINE OF SAID SOUTHWEST 1/4 OF SECTION 15. ALONG SAID WEST
RIGHT-OF-WAY LINE OF MISSOURI AVENUE SOUTH. THE FOLLOWING FIVE (5) COURSES: (I )THENCE
MOO- 15' 59 - E. ALONG A LINE 65.00 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY
LINE OF SAID SOUTHWEST 1/4 OF SECTION 15. FOR 868.70 FEET: (2) THENCE N05-59'39-E.
FOR I 50.30 FEET: (3) THENCE MOO- 15' 59 - E . ALONG A LINE 50.00 FEET WEST OF AND
PARALLEL WITH SA I D EAST BOUNDARY LINE OF THE SOUTHWEST 1/4 OF SECT I ON 15. FOR 217.08
FEET; (4) THENCE NI4-39'52-W. FOR 31.05 FEET: (5) THENCE N39-32'26-W. FOR 38.04
FEET TO THE PO I NT OF I NTERSECT I ON WITH THE SOUTH RIGHT -OF -WAY LINE OF DRU I D ROAD;
THENCE N89- 0 I '28 -W. ALONG SA I D SOUTH RIGHT -OF -WAY LINE OF DRU I D ROAD. SAME ALSO
BEING A LINE 33.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH 8OUN)ARY LINE OF THE
SOUTHEAST 1/4 OF SA I D SOUTHWEST 1/4 OF SECT I ON 15. FOR 416.71 FEET: THENCE LEAV I NG
SAID SOUTH RIGHT-OF-WAY LINE OF DRUID ROAD. SOO-02'04-W. FOR 363.23 FEET; THENCE
S52-07'35-W. FOR 669.92 FEET; THENCE SOO-02'04-W. FOR 178.06 FEET; THENCE
N89-03'52-W. FOR 183.26 FEET TO REFERENCE POINT -A-: THENCE S21-46'30-W. FOR
143.36 FEET; THENCE SI~48'oo-W, FOR 93.58 FEET TO THE POINT OF INTERSECTION WITH
THE EAST RIGHT-Of-WAY LINE Of GREENWOOD AVENUE; THENCE SOO-09' I9-W. ALONG SAID EAST
RIGHT-Of-WAY LINE Of GREENWOOD AVENUE. SAME ALSO BEING A LINE 40.00 FEET EAST Of AND
PARALLEL WITH THE WEST BOUNDARY LINE Of SAID SOUTHEAST 1/4 Of THE SOUTHWEST 1/4 Of
SECT I ON I 5. FOR 109. 81 FEET TO THE PO I NT OF I NTERSECT I ON WITH THE SOUTH BOUNDARY LINE
OF SAID SOUTHWEST 1/4 OF SECTION 15. SAME ALSO BEING THE POINT OF INTERSECTION WITH
THE NORTH BOUNDARY LINE OF THE NORTHWEST 1/4 OF SECT I ON 22. TOWNSH I P 29 SOUTH. RANGE
15 EAST. PI NELLAS COUNTY. FLOR I DA: THENCE N89- 03' 29 -W. CONT I NU I NG ALONG SA I D EAST
RIGHT-OF-WAY LINE OF GREENWOOD AVENUE. SAME ALSO BEING SAID NORTH BOUNDARY LINE OF
THE NORTHWEST 1/4 Of SECTION 22. FOR 20.00 FEET; THENCE LEAVING SAID NORTH BOUNDARY
LINE Of THE NORTHWEST 1/4 Of SECTION 22. SOO-02'05-E. CONTINUING ALONG SAID EAST
RIGHT-Of-WAY LINE Of GREENWOOD AVENUE. SAME ALSO BEING A LINE 20.00 FEET EAST Of AND
PARALLEL WITH THE WEST BOUNDARY LINE OF THE NORTHEAST 1/4 OF SAID NORTHWEST 1/4 Of
SECT I ON 22. FOR I 17.49 FEET; THENCE LEAV I NG SA I D EAST RIGHT-OF -WAY LINE OF GREENWOOD
AVENUE. S89-03'29-E. FOR 435.17 FEET: THENCE ALONG THE EASTERLY BOUNDARY LINE AND
ITS SOUTHERLY EXTENSION. RESPECTIVELY. OF SUNSHINE TERRACE AS RECORDED IN CONDQMINI\.N
PLAT BOOK 74. PAGE 9 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. THE FOLLOWING
THREE (3) COURSES; ( I) THENCE SOO- 10' 32 - E. FOR 195.60 FEET: (2) THENCE
S89-03'49'E. FOR 209.00 FEET: (3) THENCE Soo-IO'32-E. FOR 336.98 FEET; THENCE
S89-07'35-E. FOR 1.39 FEET: THENCE SOO-07'35-E. FOR 6.90 FEET: THENCE
S89-45'OI-E.. FOR 513.96 FEET: THENCE NOO-19'29-W. FOR 1.30 FEET; THENCE
S89-07'35-E. FOR 99.99 FEET TO THE POINT OF INTERSECTION WITH AFORESAID WEST
RIGHT-OF-WAY LINE OF MISSOURI AVENUE SOUTH: THENCE ALONG SAID WEST RIGHT-Of-WAY LINE
Of" MISSOURI AVENUE SOUTH. THE FOLLOWING FOUR (4) COURSES; (I) THENCE NOO-I9'29-W.,
ALOf'IG A LINE 50.00 FEET wEST OF AND PARALL.EL WITH THE EAST BOUNDARY LINE OF AFORESAID
NORTHWEST 1/4 OF SECT I ON lZ. FOR 332.!9 FEET; (2) THENCE N3~ II' 41 -W. FOR 25.00
FEET: (3) THENCE NOO-19'29-W. ALONG A LINE 65.00 FEET WEST Of AND PARALLEL WITH
SA I D EAST BOUNDARY LI NE Of THE NORTHWEST 1/4 Of SECT ION 22, FOR 296.29 FEET; (4)
THENCE MOO-I5'59-E. ALONG A LINE 65.00 FEET WEST AND PARALLEL AFORESAID EAST
BOUNDARY LINE OF THE SOUTHWEST 1/4 OF SECTION 15, FOR 1.10 FEET TO THE POINT Of
BEGINNING AND CONTAINING 1.537.229 SQUARE FEET OR 35.290 ACRES. MORE OR LESS.
TOGETHER WITH:
CQteNENCE AT AFORESAID REFERENCE POINT -A-: THENCE N89-03'52-W. FOR 10.70 FEET TO
THE POINT OF BEGINNING; THENCE CONTINUE N89-03'52-W, FOR 70.50 FEET TO THE POINT OF
INTERSECTION WITH AFORESAID EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE; THENCE
Soo-09'19-W. ALONG SAID EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE. SAME ALSO
BEING A LINE 40.00 FEET EAST OF AND PARALLEL WITH AFORESAID WEST BOUNDARY LINE OF THE
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15. FOR 190.57 FEET; THENCE LEAVING
SAID EAST RIGHT-OF-WAY LINE OF GREENWOOD AVENUE. NI~48'oo-E. FOR 62.49 FEET;
THENCE N21-46'30-E. FOR 139.90 FEET TO THE POINT OF BEGINNING AND CONTAINING 6.413
SOOARE FEET OR 0.147 ACRES. MORE OR LESS.
TOTAL AREA 1.543.642 SQUARE FEET OR 35.437 ACRES, MORE OR LESS
LANDSCAPE NOTES
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Th. buffer a10ni the property 11n. adjacent to multi-family reeldentlal ..all con-.t of the foIlowlni lanl'i1JlCGpC
1. Th. ..tire I"ith will haw a contlnuou. 9F'OUplni of ..rubs that are 24" at In.tallatlon.
2. On...ode tree or two medium trees wll be plonted .wry 40 lineal feet. Th... trees wll be 12-foot tull and
3-lnch caliper minimum.
3. Palm trees may be used for up to 29 of the tree r.qull'em"ta.
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THE PART OF THE BUILDI" THAT WILL
IE TIRE .TOR I Ea IN tE IIHT, RElMI NDER
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8 - Citrus Tree
_ Ch<<ry Laurel Tr..
" _ Holly Tree
- Oak Tree
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8 - Punk Tree
S0019'29"EJ
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TME I18NATURE 0# TME QUALITY
CClIfI'ROL OFFICER IN 1MI1l INCE
INDICATES THAT ALL REOUIRED
PlRMITt HAVE BEEN OIITAINED
AND THAT CONlnUCTION ..
AUTHORIZED TO CO....ENCE.
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PARCEL 1 AND 5 SITE DATA TABLES (FORMERLY PARCELS 1,2,5 AND 5A)
ZONING DlSlRICT: WPD (Wa8t.. Planned DtMIopment)
PARCEL 1 _ EXISTING 5.~ SF STADlUW RESTAURi\NT: PA~ENT / PARKING MUS TO
BE RE-SlRIPED IN ORDER TO ACCOWWOOAlE NEW LANDSCAPE BUFFER ON PLAN VIEW
PARCEL 5 _ FOUR (4) COWWERCIAL BUILDINGS. nlREE (3) SHOWN ON nilS S1lE PLAN AND ONE (1) ADDIllONAL
TO BE ADDED AT A LAlER DATE. ON niE NORni END OF PARCEL 5. EXlS11NG VlSlONWORKS BUILDING
TO BE DEMOUSHED DURING niE REDE'IELOPWENT OF PARCEL 5.
WIXED USE FORMULA
Parcel Area (SF) - (, Unit. x Groa SF /Unit) - Lot Area (SF) for Comm.
Sq. Ft. Comm. - Lot Area SF for Commwclal x FAR
The mixed UN formula wll allow a maximum floor area ratio (FAR) In the comm.-olal
tract8 of o.M. The FAR In the commercial tract. wll be limited to 0.55-
The deYelopn:Ient of the commercial parcel. noted aeParceI. 1 and 5 (formerly 1. 2 and 5-'). "'all be go\Wned by the
following ~ parameterw:
eetback from etreet right-of-way 25 Feet
e1de Ntbacke 10 Feet
rear eetback 10 Feet
maximum height 50 Feet
minimum open IpOC8 .15
maximum floor area ratio .55
maximum buldk'tg ~ .M
Commercial entitlement. and development .tondard. for p'arcel. 1 and 5 (formerty 1. 2 and 5A), Ihall
remain In effect for a period of 5 )1eGrI from the original date of approval of the .PO zoning.
Parking r~ulrement. Ihall be a. Nt forth In the City of Clearwater Land Development Code. The UHl
permitted Sholl be a. follows
Indoor RetaU Sol... restaurant.. bualnea/profft8Jllonal offlcest medical dlnlcallaboratorl... bu.ln... eervIcea,
personal serAcea. Indoor commercial recreatlon/~t~lnmen" non-profit social or communltx eervIc...
commercial or trade school.. gasoline stations. hotel.. motel. acceaory, dwelllng~ art qqJlerles7.studl98, adult
da)7care. nightclub.. taverns and ba.-., package al allc i)ewrage sales. vetirinary o-m~ chId day-care,
photographic procelllng facUltl... printing and publllhlng facRltl... gasoline station.. whlde eervI~
convenience Ilor... alcOholic be..age sales, rlHClrch Facilities, laboratories, production of confectionery
or baked goods.
CrOll acceaa. shared utUltles and cro. parking wUl be dedicated as neceaaary to HrW the commercial
development..
All site lighting shall be directed downward GIld away from adjoining residential properties and street
rights-of-way.
The slgnage for the commercial develqpment for each of parcels 1 and 5 (formerly 1.2 and 5A). shall
\. be - consllfent with the slgnage allowed In Thft General Commercial District as of tfie (tate of the original
~bmlttal of this plan.
~
z
o ~
~
100
j
200
I
Ir
-
-
--..--
.
t
-0
~
).
D
.
PAACEL. 7 SITE DATA TABLE
PARCEL 7 (240 APM1WENT lII1S) PRCPClIED
ZQIING DIS1RIC1': MPD (.....- ......... De Jla,mIOt)
USE: ......-.w.
PARCEL NIEA (SQ. FT. AND M:RES) 10.00 AIRS - "'100 fI/F
GROSS NIEA (V1HIt .....eft I.ID)
PARCEL tI)1H:
PARCEL DEP1H:
DDISI1Y
-.oItG CCMRAGE
(SQ. FT. ANDS OF GROSS II1E)
GRClSS FUXlR NIEA AND F.A.R.
IE'1ItAaCS
FRONT
sa;
REM
IIETt1IEDt SRIC1\RS
HEIGHT
PAViD VDICULM /lIDS
(SQ. FT. AND . OF SI1E)
CPDI ./11%
('IOTA&. RlR 1HE UJ1' SQ. FT.
AND . OF II1E)
PA11C118 LDr II"IIMlR
LANDIC"iPING (IQ. FT. AND .
OF PAvel) ~ AREAS)
PNICIIO
REJIDDI1W,
0.75 .N:S./tMf X 240 UNI1S
(pNICIIO RAllO RlR AP1S. RlR EUlBLY)
In ......... to 240 .... _.eM unIIa .... ..... ~ ..... 7 . __ ............,11,.000 fI/F fII .....
... ......, _ .... . ....... ..... ..... ..... .'t-allM ....... .......JbeU1.... ......
...... ~ ~ ...... ....,. 1aundr1...... en. It cnII8 ...... ...... ..
\ '
PARCEL 6 sm: DATA TABLE
PAViD VDICULM /lIDS
(IQ. ". AND . OF II1E)
OPEN ./11%
('IOTAL RlR 1HE UJ1'
SQ. ", AND . OF sm)
PNICING UJ1' trIERIOR L.ANDSCAPIIO
(SQ. FT. AND . OF PAViD \9tICULM
N1fEAS)
PNICIIO
REJIIlEN1IAL
1.5 .ND/11EDROClW UIIT
REQl RD . 144 UNI1S
AND 2.0 '!I'ND/2 IEDROClW UIIT
RElUE)XM
SIpge
1, 1he ........ Ava. ....... .... ..... be a ......... 14 ...... fMl In .. and IhaI be a
rncIIlImum fit ..... eN . be IooaW In .... Marth.. cna of paroaI 2.
2. ,. .. ..,.unglhal be ...... .k_.....d eN .., .... ad.JDlnlnl nllldlntlal pnpIFtIIe eN --
,..... ot-way.
PARCEL . (200 APARlUENT UtI1S)
zaINO DIS1IICT:
USE:
PARCEL NIEA (SQ. FT. AND ACRES)
GROSS NIEA (V1HIt rft\ftRTt I.IiES)
PARCEL _1H:
PARCEL DEP1H:
DDISI1Y
-.DING CCMRAGE :
(SQ. FT. ANDS OF GROSS II1E)
GROSS FLDClR NIEA NlIJ F.A.R.
SE1IJAO(S
DRA_)
FRONT
sa;
REM
JIE'nEDI SRIC1\RS
HEIGHT
PARCEL 5 DATA
PRCPClIED
.... OR MAX.
REQUI4ED
MPD (MaNr ....... ~1II111l1ft11't)
REJIIlEN1IAL
&>>4 AIRS - ~021 fI/F
10.000 FT (....)
100 FT (ta)
100 FT (ta)
24, UtI1S / N:fIIS.
110 FT.
110 FT,
24 UNI1S / N:fIIS.
..... .- 21.1.
22I,mSF- o.m
110 FT.
10 FT. RY. 10 FT. LT.
10 FT.
20 FT. (ta)
40 FT.
30 FT (...)
15 FT (Wt)
15 FT (Wt)
110FT
1a241 . - ..
140,144 Sf' - ...
1.0&)
10.4UIf' - 7."
-.)
331
-
.... OR MAX.
_lID
120 FT.
t70 FT.
24.0 lN1I / N1I&
;...- .--.. \.. (,,. '.. .
to.~.rl, _,,., " . .
;"'" A..... 'V. . ~ i."'.~ :.' ...
/ ::t".~ ., '<:~~., ':'-..f.
. ......... t.", ~. '-J~.
; _ FT. t.... \::;:;;. .!::: . .
t .. (,,~ I(,",~,,~., .
~"~ ,,-:,:
~ ~?i ~ li<:. .r JQ""ij~'
, . ~..,I' ~,JIlO (. ::t I. .;.!
,;,t :'.,"'0 '.. :::.. , .-.:" '"., ,,,-_:S:k:;;,,:;-
"f.:..~::;+7;,\,}. -! j (:) . ,.i./'tIr;;,;~~' ','1; .It~;"
" ."'~'i"~."-U. . _;1 ,,: \',-l'ff"'...l'~ .'. " -.,; I'.
...~ _" -:.' ",,' '~"r,.~~,'~o;.:"-'~"f..~"-c't.'. '~.'.."~'~
. .' .i"'I'>"+!,~ti.t~~:)1'> .,.4-'.,
31~ ~~~'''(}1}(;;\)~';'-
11.25' (....)
1.... (ta)
1~ Sf' - 31..
37UDD .. - 0....
7In.
120 n. RY. 110 FT, LT.
120 FT,
M/A
..n.
110FT
114,171 Sf' - ...
112,411 .. - as
1. (-.)
"120 II. - 7.
IS (....)
110
-
......
1. 1he ~ Ava. ....... .... IhaI be . ....... 14 ..... ... In .. eN .... be a
.......... fit ..
2. 1he Gr.,lIl1d Ava. ........ be. ............ 3Z ...... ... In ... ... IhaI be a ............ fII WI.
.1. ,. .. ..,.ung .... be ...... __~ ... .., .... ad....... ruldrUIII ~ eN ... J
rtahta of way. ~
.... 0fC WAX.
MEURD
PARCB.. 8 SITE DATA TABLE
PROPOSED
WI!. (It ~
Am"
10.000 FT (....)
PARCEL' (204 APNmIENT lII1S)
ZOIING DIS1RICf:
USE:
PARCEL IIff.A (sa. FT. JIG ACRES)
GROSS IIff.A (vntII rn<RRlY LHS)
PARCEL _1H:
PARCEL DEP1H:
DENSITY
aa.DNa CCMRAGE
(SQ. FT. ANDS OIF GROSS SI1E):
GROSS FUXIt IIff.A NlIJ FAR.
SE1BAaCS
FRONT
SIDE
REAR
I 5OO'02'05"E 117.49' ~~~9.W 5' WALK '""
-
S.J pM'~ 8'~~- ~')~~57V"
is ~ ,"',..ST,KEY~ · 1It!>., ,;,.;;., Ii"N~
.'..-;; ""~ .~c '"~""~.P.ll1II = ~=v ~U" LANDSCAPE BUFFER
'",' ....l I ~ V ~ ~"Ol" ' .:; F
.': ~ . .~~
, - !!!IIEt ~ - . -y:- ----_
,:' ~ ~ "
I-- - .
r-- - I ~
i..- - J ". ..;
I-- ~ -; ~
r-- - ,..
I- - ~
-;; I~i; ~
p
0)
co
,z
, 500\)2'04"W, 1,~8.06' N018 8ANTARY st:WDt NC WA1ER SERVICE. TO IE PAOVDED BY 11E CITY a= ~ I=MtWA~
~ '. _);:-~):';;:' ~ AlJ.11fEE.fJT()RV at T~ I At EU..CI<<IB IECUE FII! SPM<<I..SIS - 8IAMESBF CiONI!CI1ON ~ "11 OF tftuq,WT8.
~ ~ID.TT~Tl ~~ LEGEND
PARCEL 7 (AKA - LOT 5)
;' ~ I'I'IIIII~ lillll~ i re: ~ III' 11111~~lt > \.
- .... -'~ t:L... =-
w ~ t%'-, ~ Ii = II \. ~~~" ~
~ Iii 1 ~ >':;:; ~ .....". ~- -~ '" '"
;., = . I' '/ .~ - _ i= = ,(II"
~ = iI ~ ~ = = I ~ = != = ~ ,'~
III :. -~ ~ iJi t=. == >- - 9 ,~~~~, )
336.98' ~ -.H I 1-. \. \.~ M./' ~
Ti"iT118111111l 7 ~ "~ ~:l r-~" ~~). ~..~
AI~ H~ - ~ ~ L~ · - ,~.., . " '
... ~0~~/' 1_ . 6; ~r 7 -.......~::"-.:= ~ _ ... ~ ,,"'" r/"- ~~,,:: (..""
~ ~ ~ ~/'" '---- .... ~ I - ')i' -----=~ - r-. '., 20' LANDSCAPE
.... '/: .~ ~ 'l'/r/ h ~ l3' IJ: ">- - ..gv y.r-;;r ~ ~ ~ - ... ::;:: i '. BUFFER
_ \ I.'l 1111111 "ill .ll-II~ E 5i./ _ = -= i -- A: ~ " '1l4'"W 36323'
~~/I;' - ~ ~ -
... ... "'\ :::t
//"/: '/ '// ::l
::=_ ,j} ~ i....IL. "/ ~, ~ / T- WIJ:I .... ,,= I ,. i I I 'I I I ~ I 11- " ,'::;"'-'" - ~ -- :1 . '.
ii ~ <//, ~ //~ ~ ..~... - ~I ..t "~ :/% ::..l -'" " ~ I 'c. ....., ~ _. I
=~ ~ _ I y;'; ~ ;" 11 ~ ~~a"" ~ ...... = ...P 11-._ _,.., 1-._ ~' <=:1::\ - - i DETENT I ON AREA .~.
___._ .-... // ')If .... ..J7 ~ L ... Jl
y ~
'j.- ~ ~ 'J,/: ,: __ jlJl' · I ... ~-u IU"~ I ~ /. ,'1::l Q- -~ -, C:::I A=-",,,,, ,I" I" ,"; -- - -- -- -,- , ~
1D'lllIIIIJf,-^1 1 .. ~'~ U" 111111 p" [~ ) ~l,j 4. -- II ' ~ 1I1'~ r, ~~~~ ~I ~ I
~==, TI , "" '" . -, ~ ~ I. .'I! ~ ~n II ~ f1V U)l[ ~ ] ~'~ lfn..I~ ~~ / ~I~ ". .~ ;j~t; /~~~}. i,l-m'f '!:
ill \. , I ~ -Ro 'I' '..u,' f11+1T 1111 II N I.~ .. 1lJ,H 11..t".~ c ;J _...: ~ I~ _ ~ J - = I::: I ~ rr- ~iW&;~ %"/~;;'i ~
= /'Ir~ J4>-'~~~1 ~. ->< -~.t,,~~,i l\illl~~~~- .. "'I I::: =.- -- ( ~ ~ E P~5 ~to ~I/~' ~1!IIIl~ ~~~. "~. ~ [ Ii: I
/,# I ~.. r'"'v _ [ J ~ = _ _ _ _ _ _ ~ j =;:: Jft7 IJ..:: \ L-- L ~tol I /. :LLZ0~/~ '/ ;t" ~-: Q
~~~ ~/~~ I ~... NOTE, 9' ._,... SPACES ... _ FLOOIl V == - \1 10' - I ~ ,. · I:::: L r 9 ~ iI 'l; //~ (;%;;1 i
(V v_' pARCB..4 ~IIII 'u'm r I ~ \ - ~' ~~ ~~~ !
r-~ ~~ ~~ ~ .;' (AKA-~41 ,~f&. .; 'HT.:.~ ~ - "J
PARCELl ~!~J'" JO - 7 - - r f ,bll.k"moIIUIIIIIIIIIIIJ.l,lllllllllll.,"'::-..!i1 ~"';;:;-lIi'~IIII~~ ;;/}~~#~
(AKA - LOT 2l t j .. ~>~ if:: _.' _ _ _ _ __ __ __ _ '_~"'O - L 11 --,- - ---.-- -''''Hi8 '7'0' .. ~ .... - 77 -- . ",""." . .. ~~~~//;;:
--~-""""""":Y' 'NOO19 g9"W ,,-. - .:..'....... ":.. IS..........I "'-8' WALK L "'-~ .,. _v · .J '-a' WALl<
00 J;J,2.29 -'-. .. 296.29 "8' WALK 15 LANDSCAPE BUFFER SIGN FOR SIGN FOR 15' 15 LANDSCAPE BUFFER -v N05"59'39ii( NOO'5'59 E
L,S" ~'ei'h'& -6 WALK N3n,'4'.W .ARCEL 7 .ARCEL 6 150.30'
_ ____.:==:::) 25.00' ~_ =:::::::::::::::::::::-:-~..: ~ . '.. -==~:::::::::=-::=--=-== -- -
MISSOURI AVENUE ~ LOTUS MA(K)lJA
.. .-"_~ =~ J&:-------------------.... ST. r-------' ~ r----------~A1H(--- --------, ~ f'"""\. ~ r----, OR. r---------' ~ r--- -----, ~ r--~( ~ t ------, ~ '""
PREPARED FOR, SHEET DESCRIPTION.
PARCEL PRClPOIED
,)-. '....'.:;l, .,
PARCEL NIEA UI lata - 1'" fI/F
PARCEL NIEA DICI.UDIIG FU1URE Sl1E 2.18 ACRES - e.\1M fI/F
MOlE: ALL FIGURES .... BELOW lIfE. BASED CN e.\ 1M SF.
-....0 CCMRAGE :
(SQ. FT. ANDS OF GROSS sm:):
PAWl) VDICULM NfEAS
(SQ. FT. AND . OF SI1E)
CPDI ./11%
('IOTAL RlR 1HE UJ1'
SQ. FT. AND . OF SI1E)
PNICING UJ1' trIERIOR LANDSCAPING
(SQ. FT. AND . OF PAViD WHICULM
N1fEAS)
13.315 fI/F - 14.2S
IUOO fI/F - ....
1. (....)
a.a_, _ 4.~
-(ta)
1I,.4OClSF - ....
LANDSCAPE BUFFER
PROPOSED WA 1ER UNE WITH
FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY SEWER
WITH MANHOLE
EXISTING SANITARY SEv.t:R
WITH MANHOLE
PROPOSED STORM DRAIN
WITH GRATE INLET
PROPOSED STORM DRAIN
WITH FLARED END SECTION
PROPOSED STORM DRAIN
WITH STORM MANHOLE
EXISTING STORM DRAIN
WITH STORM MANHOLE
~
~
D\lFSTER
Th. buffer a10ni the Mlaaourt A....u. rtcj\t of way will consist of the foIlowlni lanclacape:
1. 75X of the length of the property wll haw ~1ni8 of ..rub. that are ~,.." tall at Inlltallatlon.
2. On. ..ade tree or two medium trees wUI be planted ewry JO lineal feet. Th... v... ~"1I be 12-1oot tall and
3-lnch caliper minimum.
3. Palm trees may be used for up to 25~ of the tr.. requlrem..ta.
The buff.. along the rtcj\t of woy of Drulc:l Road and Gr..-wood A....u. wll conalat of the foIlowlni landacapc
1. 75~ of the I..gth of the property wll haw groupings of shrub. that ore 24" tall at Inatallatlon.
2. On...ode tree or two medium trees wll be planted ewry 40 lineal feet. Th... trees wll be 12-1oot :.!, .';.i
3-lnch caliper minimum.
3. P'o1Im tr... may be used for up to 25~ of the tr.. requlrem..ta.
1.....0..)
< =- ) ~ :
~
D
FLORIDA DESIGN CONSUL T ANTS, INC.
'..,j~ ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
THE CLEARWATER GROUP, LTD_ A R.ORIDA UMITED PARlNERSHIP
6000 LAKE FOFEST. 8U1E 560
AlLANTA. GA. 30328
PHOtE= (404) 943-0100
SUNSHINE MALL SUBDMSION - LOTS 1-8'.
SITE PLAN
. ..-.-
DRAWN
II. ...........
CHl:CKED
~F
2639 McCormick Dr. Cleorwoler FL, 33759
Tel. (813) 724-8422 - Fax. (813)724-8606
. ........
INTERIOR LANDSCAPE
BEnlIEEN snu:tURES
HEJGHT
PAWl) WHIQJLAR MUS
(sa. FT. AMD . OIF SI1E)
OPEN '!I'/II%
(TOTAL FOR 1HE UJ1' SQ. n.
AND . OF Sl1E)
pARICINQ LOT IN1ERIQR
I.ANDSCAPING (SQ. FT, JIG .
OIF PAWl) WHIQJLAR MUS)
PARICING
1.& '!I'N::ES/1 BEDROOM laIT
REQl&D . II lII1S
AND 2.0 '!I'N::ES/2 -3 BEDROOM lII1S
REQlRD X 108
(1NaJJDES 1. GIIU<< .ACES)
......
1. ~~",,-,-_tranoe .... IhaI be a mcIIlImum 14 ..... fMt In ... ... IhaI be 0
2. ,. eIte ~ IhaI be cIIreoWd ....... ... .-y ... adjDWng .......... pnlpIItIIa .. ..,..
rtFte-of ~
PARCEL 3 and ~ SITE DATA TABlI= (FORMEfL Y PARCELS 3,4, AND 4A)..
PARCEL 3, 4 (111 APNmIENT lII1S) rRClPO&ED .... (It MAX. ...IB
ZONNG DISTRICT: MIlD (..... PIonnId Da'iIlIDpment)
USE: RESaN1IAL
PARCEL IIff.A (sa. FT. JIG ACRES) 2.40 AaD - 10U44 Sf'
GROSS IIff.A (YI1HII ......n LIB)
PARCEL _1H:
PARCEL DEP1H:
DENSI1Y
:.-
~i-
".t':
~:"""
,
NOla 1G&6/E<RfIl E<<lDI'I8 wu. EE
PRCMJED 10 L018 711RJ I) Fat nE
FOIDIIAY COtN!CTION 10 DfU),AOAD,
NC 11E 1WO PDmNAY OOhtECTDCl
10 ~ AVE. M SHOWN ON 1lE
em: PLAN.
217.08'
-...,
/
PAWl) WHIQJLAR MUS
(SQ. ". JIG . OF SI1E)
OPEN '!I'ACE.
(lOYAL FOR 1HE LOT SQ. FT.
AMP . OIF SI1E)
PARICINQ LOT IN1EIIOR
I..ANDSICAPM (sa. ". JIG .
OIF PAWl) \'EHICIJUR MUS)
PARKING
1.5 '!I'N::ES/t BEDROOM UtIT
REQl&D x 71 lII1S
JIG 2.0 '!I'NrS/2 -3 BEDROOM lII1S
REQUlREDX4C)
aa.DNa CCMRAGE
(sa. ". AND . OIF GROSS S1E):
SE1BAaCS
FRONT
SIDE
REM
HEJGHT
MIlD (MaItIr PIonnId Da'i IIDpmIftt)
RESIlEN1IAL
.... ACRES - ..a422 "
1Q,OOO n (....)
1.017 n.
"WI FT.
20.5 lII1S / #IX
100 " (YN.)
100 " (....)
24 lII1S / NX
71.137 Sf' - 1I.D
221.111 Sf' - o.U
G.05
10 ".
10 FT. RY. 21 n. LT,
!SO FT.
. ....
.. FT.(3 S1ORY-ALL lII1S)
31.25" (....)
1U5" (YN.)
1U5" (YN.)
!SO"
13U&1 fI/F - 31.2S
201.131 fI/F - ...
1. (....)
"003.00 SF. - ...
. (YN.)
-
-
1Q,OOO " (....)
130 ".
200 ".
11. UII1S - 4&>> '=fACIE
(20 UIITS 11WI:lI'~ LOT 1)
(38 lII1S 1IWIIFERRED FROM LOT 2)
100 " (YN.)
100 " (YN.)
2I.toO IF - ...
30.00 FT.
10.0 n.
10.0 ".
!SO ".(4 S1ORY-ALL lII1S)
SITE PLAN APPROVEI
CASE * F[, OZ-o.,. - ah
!SO~E lYPE It ~t /)
ORe DATE ?':II'_t.
COB DATE "'l-..,,"t..
SIGNATURE ;.--
DATE 1.1. Zf '1/ t..,..
1. (YN.)
__ fI/F - ..
~--,&li- -
3.420 SF. - ....
IS (YN.)
1M
~
1M
-->:.'~,\~,\~'
....
1. The WIaeourI Ave. entrance 89' IhaII be a maximum 14 equcn ,.. In .. and lIhaII !illS a
maximum 2ft h~ 11 ;
2. All aIte lightInG IhaII be dIracted downward .... away tan adJolnIntl .......tIaI.... 7;! ',.-
~ta-of-~ >/1 . ,'].
f.,: ."'1,> , ..11 .'
14A':,A~
,> ..,
f/d''j~~ ...'
.; , a
:<'J/ii~-,: .
fA....
-
~:ft . ':,'"
Ii".,. .!..'.:.'ai.... ".'.~~.-
/j ":4 /'~:"!I;;'
-J.~:,/;; ';\f'>~"~':'"
.< ..,"i/'~. "'.~ .
,..,. ,.; --:J- If
13 3/15/02 REVISED AS PER ORe COWWENlS OF 3/14/02
12 2/20/02 REVISED PARCEL 2.3.4.4A.5.5-' -' 58
11 1/03/02 REVISED PARCEL 3. 4. 5
10 2/02/01 ADDED DRIVEWAY/CURB CUT TO PARCEL 1. REVISED ADDRESS
9 1/25/01 ADDED APAR1WENlS TO PARCELS 3. 4. oM, 5
8 1/29/99 ADDED OUlPARCEL DRI\D
7 12/01/98 ADDED S1lE PLAN / LOlS 1-8
8 11/18/98 REVISED LAYOUT - PARCELS 5-7. REV. PER CITY COUUENlS
5 9110/98 REVISED LAYOUT - PARCELS 5 -' 8. RENUWBERED COW. PARCELS
4 8/27/98 REVISED DElENl10N POND AREA
3 7/13/98 ADDED PARCELS 5. 5A. 58. 7. AND 8
2 1/27/98 ADDED NOlE - PARCELS 1-5C S1lE DATA TABLE
1 1/'J7/GR a......_ I - RF'AR OF
~A .I
"/ Lh
~~ ~9 SJ9"J2'2~"E
.38.04
N14"J9'52"W
31.05'
NO.
DATE
'~~~\.... ."-
'.'.,. \ ..;'-
..""1;, '.J,,~
r,.. ':.1-'. ~~"
r",)
;" :~~'!.::,:
i"1 ,,'t;. ,
-r:<' Je' ..
"t-,~~
~'" ~~ :t
r.,;f .1(."
..~j:" '.!'~ ~:',
;''.r'4,;.''';Ij .- :
~J2f.w' ,....
.,' ' ~J'.~-'f:~"~ :-
- ~,,-~v4"~' '
. ~'.~,. J';t~"
,~~:.":r;r .~,:~~.: ..~'
',. -1;. .. ,,'"
... .,. . . It ...
, '.f
.101I 'ltO.
., " ~ I.,' t" I .'
180-01
,... . ....
1
ItL~
: I ~'-} i ~' I
T.,', '.""... ~-~
L r\ iJ > IV'
:, i I" tl '~,R 1 ~ Z"'''2 ,'i i >:
;,__i ._'j 'f" l\.:'; - ! ,_,;!
r c'J' ,'~: -:--- ..------ '~. ,~~~-' "~~:-l
~--,-.----':':,:.. --" :_~".o _,., ___~~_: ,__..~' "'j
lIfT
1 /5/98
DATEo
1-=100' .
1
~
"(,
'(
, '
, !
ctwID
..
~
o.c.
e,G.
8.G., "
A,U.
l'~A~T MA,T~~I ~L -~19T
,
-- I -----------
j I '
$~GUANTITYI . BOTANICAL. NAME I COMMON NAMe 5PECIFIGAT1ONe
-~~ -~5-C::C 't5~AL PAL~o-==--:t C~ P.AoJ.11 HlTH BClI:n5 5. 10' ,#> . 12', . 4 . 15' C.T. Hf~
I _~ ---"~;--"-'i-l GlJEricus VlRelNIANA -, LIVE aAK ' -- 1-4' HT X 6' SPD, ~. CALIPER, 65 GALLON
~: ~=t~.~~~~t:::~=:~=:~
~-L:.A" ----32 --"'h-A5ER5WEMIA-lNoICA ---- -LAVeNDER-cRAPE-M"r'RTLE -q. HT X 5' SPo:- MJLTI':TRUNK, ~-':;ALLON -
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I VO 313 l' VIBURNUM ODORATl55UM SHEET VI8lJf<t-l)M I 24" HT X 2411 SPD, 3 c9Al.LON I
~---.-- ---------------- ------,----------.----------------- .-------'--------------,--,,"----- -+-------------------------------------1
'HR Ib5 I HIBlsc.US ROSA-SINENSIS REO SINeLE H/B/SCVS I 2411 HT X 2411 SPO, 3 cSAt-LON !
~-------------. -----------------...._-t--------------- --------------.----------------- ----- - --------------------~----- -- ----.------------------1
! MF Cfl I MYRICANTHES FRAGRANS I SIMP'SONS STOPPER L24" tiT X 2411 SPO, 3 cSALLON I
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~.5CAPEIN;>TAl-r~ATI~N N~TE5_
ALL PLANt MATSllALS ~6Et=LORIOA.~ OR ~tTEt< A56/'lEN .N",~
ANQSTA~AROS_PQ8 ~~~~~PE~AA" f4qb EDITION, Pt.Ja./$HEO BY
THe F[OR/DA-.~A8RICVL1'\JRE .ANt> ~ SERYlGE5.
LOCATION OF PLAATS ON THE PLAN ARE '~AT1C- SEE THE LANDSC.APE
ARCHITECT FOR G'l.Jf3TIONS ONEXAGT LOCAtiONS. THE PLANT MATERIALS UST IS
PROVIDED FOR THE GONVEN/eNCEOF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE
ANY DISCREPANCY aenEEN THe PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO I~ THAT ALL PLANT BED
AREAS HA\IE PROPER DRAINAGE FOR OPTIMJM GROWTH OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BE61N5.
.
THE CONTRACTOR SHALL ENSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRA5H, CONSTRUCTION OEMIS, OR OTHER ~5re MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSGAPE/NSTALLATION. "
~'
TREE REaUI REMENTS
---..-----._..~ '" --, -----~.._,.__.-,---~+_.' - ,~_.-----------_. ~- ------,-~--_., --,~--~-~,._,_.,,----
--.._- .--...-.. .-..-- ----~ ---.--...-.-.... --... -, ... ," -'-- -..".----.---.- -,.~-- ----------.--
ALL PLANT eeos..~ TREE RIN6S SHALL ee TREATED WITH A PRE-EMER6ENT HERBICIDE
AND THEN TOP-DRESSED WITH 3" DEEP PINE BARK NUe6ETS.
TREE RINeS SHALL ee MINIMUM 24" RADIlJ5, ALL TREES AND PALMS SHALL BE STAKED.
NE~ 50D 5HALL BE ST. AU6lJSTINE "FLORATAMIt OR AR.eENTINE 6AHIA. GONTR,AC,TOR SHALL
DETERMINE EXACT GlJANTITIES IN THE FIELD. 500 AREAS SHALL BE MAINTAINED BY
THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE.
TREES, 5HRU65, AND eROUND COVEfiii SHALL BE IteT Al..LED U5INe THE FOLLOWIN6 PLANTIN<9
SOIL MIX. PLANT PITS5HALL BE TWICE THE DIAMETER OF THE PLANT ROOT BALL.
ONe PART HILLARY PEAT PLANTINe MIX OR APPROVED EQUAL
ONe PART NATIVE SOIL (EXI5TI~ SOIL)
AOD AeRIFORM FERTILIZER TABLETS TO EACH PLANT PIT
ALL INVASIVE ~TIC SPECIES suc.H AS BRAZILIAN PEPPER, C.HINESE TALLOW, AND PUNK
TREES, MUST BE RfMO-YED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE CUT
FLUSH WITH FINISH BAADE. RESUL TING STUMPS SHALL BE REMOVED FROM THE SITE OR
TREATED WITH AN APPROVED HERBICIDE CONTRAC-TOR SHALL TREAT GUT STUMPS WITH
<9ARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PER
MANUFACTURER~IN5TRUC,TION5, AT THE RECOMMENDED STRENGTH TO PREVENT RE-<9ROWTH.
APPLY HERBICIDe tMMEDIA TEL Y AFTER TRUNKS ARE CUT TO PREVENT SAP FROM SEALlN6
HOONDS. REMOVE ALL ViASTE MATERIALS PRODUCED BY THIS ~KFROM THE SITE AND
DISPOSE OF niEM IN A LE6AL MANNER.
EBgPQ~~~D-...r~~-E-~
PARCEL 2
EAST PERIMETER
NORTH PERIMETER
veST PERIMETER
TOTAL TREES REGUIRED
PARCEL 5
EAST PERIMETER 410 LFfBO :: 14 TREES
~T PERIMETER 330 LF/40 :: & TREES
SOUTH PERIMETER 100 LF/40:: 5 TREES
INTERIOR 14 ISLANDS X I TREE ::: 14 TREES
TOTAL TREES REGlUIRED 41 TREES
IS - CA66A6E PALMS
1& - LIVE OAK
II - SOUTHERN MAGNOLIA
tt - SLASH PINE
21 - Y AUPON HaLL Y
32 - CRAPE MYRTLE
TOTAL PROPOSED TREES
II~ PALl'15
'5~ SHADE TREES
-rn\ NATIVE TREES
4OSt> FLOWERINe TREES
ISIB :: 5 TREES
16/1 :: 16 TREES
II /I :: 1\ TREES
'1/1 = q TREES
21/2 :: 13 TREES
32/2:1: 16 1"I'<EE5
12 TREES
110 LF 130 :: 6 TREES
240 LF/40 I: 6 TREES
IQO LF /40 :: 5 TREES
11 TREES
18t<-l<?h TI ON NOI~ __~~,=
^
~--- =~,=~T~T~'
1-1 OF DI85tNS AtO PLANl1N1S
) ~ RETAIH AI...L. BOOT5 ON T'R.UNK
r~\ ;--- ~~GQN~_ ';: AT
r:_~~ ,/ NAILS IN TREE \I'IOOD
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//1 \~ I .
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PALM STAKING AND PL.ANTING DETAIL.
ALL REGUIRED LANDSCAPE MATERIAL SHALL BE IRRlc9ATED USINe AN AUTOMATIC UNDER6ROUND
SYSTEM WlTH I~ COVERAGE, RAIN CHECK SHALL BE WNNEC TED TO THE CONTROLLER AS PER
STATE REGlJIREMENT5. IRRIGATION SYSTEM SHALL 8E SET TO CONFORM ~ITH LOCAL WATER
RESTRICTIONS AFTER PLANT ESTABLISHMENT PERIOD. SPRAY PATTERNS WILL BE ADJUSTED TO
PROVIDE MINIMAL OVERSPRAY ONTO PAVED SURFACES.
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PREPARED FOR.
SHEET DESCRIPTION,
II
/-----H--- ...--- GROWN OF RDOTBALL SHALL BE
/ . j INSTALLED LEVEL Ii'lITH FINISH GRADE
, ,"
// A'1,H.--- 3" MINIMUM MJLC.H LAYER
~7'---::1g~ I
J .~..=--... ~ TO FORM SA!UR
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REMOVE DEAD AND 1N...l.JRED
THies, TRII"i NO LEADB<5,
RETAIN NA TIJR.AL SHAPE.
....ITE SURVEYOR'S TAGGING
TAPE, 0" LENeTH
3 - 2" X 2" STAKES DRIVEN INTO
eRaJND AT AN ANGLE, THEN TleHTENED
TO VERTIGAL POSlTlON..L e' MINIMJM
LENeTH, 5TAKES AT 12u DEeREE ANeLE
3/4-" - 2 PLY REINFc>RCED
I<U6BER OR PLASTIC. HOSE,
BACKFILL MIX'T'l)RE
50% LANDSC-APE MIX
50% NATIVE SOIL (EXISTINe SOIL)
EXl5TlNe 5UB6RADE
p{~~~:~~J~u~~1t--.-- --.
I
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TREE- STAKING AND PLANTING DETAIL
o
4:
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SYMBOL LEGEND
-_.. "- -.-.. - .. "-,,-. --- ...-.. --~ .---. - - - ..-~..-.--" _._-_.. .----.-.. ~.._- .'-.,-
--'"
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-~::~~- -- =c_[~;C . t{~~~-~-. - --:c:~-~:E~- ~~--- == l (ii ==--~~<~
MISSOURI AVENUE
11II
o
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a:
o
15 \ QUANTITY
( '. .-- -'. ..- _.~, ,,--- ---. ... J~-. --- .,--.- -".-. -, ._--
\\ QV // SPECIES
\_-----j
ANDERSON-LESNIAK A550rCljATE5 LTD.~ INC.
LANDSCAPE ARCHITECTS · LAND PlANNERS · URBAN DESIGN
432G El PRADO BLVD., SUITE I, TAMPA. FLORIDA 33(;29
(813) 83 f -9595 FIV<83 1-5485 andle5Ia@~te.net
THE CLEARWATER GROUP, LTD. A FLORIDA UMITED PAF1FNERSHIP
6000 LAKE FOREsT,.SUlTE 560
ATLANTA,. GA. 30328
PHONE: (404) 94;3-0100
SUNSHINE MALL SUBDIVI
· PARCEL 5, 5A ,
L~ANDSCAPE P ·
~jf,-,.
!ii
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ADD SIDEWALK
.'<"f
30 0
~
SCALE 1" -
30
I
30'
JOI NO
02118
F,I. . 1'1>.
OATE.
tlE:VI$lONS
""'0
IY
2/27/02
OF
NORTH
450
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_FL~NTJv1ATE~tAL LIST
;~l.au~NTI;,.r ~~NICAl.-~~- ~ NAME .
1-:- -~--1~~~~I~LOAA_-1 ~:::: PIlE :~::~ :-~:~: ::{~::: : :~::
L-----.-.-- "-..-.- -- ..--.-..--.-t--.---------- ------.--.--------+...----..-- ------.- -----.-.---------,--------
'L' LA 4 j LAeERSTROEMIA INDICA I LAVENDER GRAPE MYRTLE q' HT X 5' SPO, MULTI-TRUNK, 30 6ALLON
-.-.-..---.- -.----...-..-.----.--, ,.---------..---..-----.---...-----.----+.----......-----.--...-- -----_._~-----_._------_.
~=.-;i=-~:~==:j~~lE~~~~-~~~l~-- f,~~:~E~~:3~=~:=---1
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I PS I 11 ! PENNISETVM SETACElJM i J^JHITE FOUNTAIN eRASS lle" HT x len SPD, B eALLON 1
r...---------.-t-----n.. ..-.-...-.---t ..__..._n.__._.____.___.____. ---.. -------.------- -....+..-.----. ______.n__. --.---------- . - '--'------------ --- .--.--..-.-- ----------~
L"____..~____.1___~___.__L ~!~~_.~~!~~SI~___"~A~N~~_.L__~~SC!!'" ~~~R __n_______~___b" H~_ !~'~_~,___~_~_~LON.__ ___J
SPECIFICATIONS.
14' HT X Q' $PO, 3" CALtPERr 65 5ALLON
J~~I~-~B~_gld:L~~.t151:4t~
E~QEO~I;J2=rBg.~~
PARCEL 3
EAST PERJMETER 130 LFIBO:: 4 TREES
NORTH PERIMETER 118 LF/40:: 4 TREES
VEST PERIMETER 130 LF /40 :: B TREES
SOUTH PERIMETER 118 LF/40:: 4 TREES
INTERIOR b ISLANDS x I TREE :: b TREES
TOTAL TREES REQUIRED 21 TREES
PARCEL 4
EAST PERIMETER ~b LF!30 :: 13 TREES
NORTH PERIMETER 200 LF/40 :: 5 TREES
WEST PERIMETER BCfb LF/40 :: 10 TREES
SOUTH PERIMETER 116 LF/40:: 4 TREES
INTERIOR 1 ISLANDS x I TREE :: 1 TREES
TOTAL TREES REQUIRED 3C{ TREES
24 - GA66AeE PALMS
21 - LIVE OAK
12 - SOUTHERN MAeNOLIA
31 - SLASH PINE
4 - CRAPE MY'RTL.E
TOTAL PROPOSED TREES
2~ PALMS
11S1 SHADE TREES
~ NATIVE TREES
I~ FLOWERING TREES
2413 :: 8 TREES
21/1 ;: 21 TREES
12/1 :: 12 TREES
31/1 :: 31 TREES
4/2:: 2 1li2FF<;
00 TREES
I~r:- ~e~~~et1g~
REGlUIRED INCHES :: leo" + bOil REPL.AC.EMENT :: 240-
PP.OP05ED INCHES :: eo x , c 240"
tiii
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l.. AN05C APE' lN5TALLATION NOTES
~: /~ t ~ ti:1>. . .d ==--=-
ALL PLANT MATeftl~S SHALL BE FLORIDA 'I OR 6fTTfER AS 5fYEN tNI ~~
~ STANOAAD$ flQR ~"(P~ANT5, F!eRUAA'f IQC4& EDITiON, PUBLlelHED BY
1HE FLORtDADEPAflrtMeNT OF AeR.IGUL TVRE AND CONSUMER SERVICES.
LOCATION OF PLANTS ON THE PLAN ARE DIABRAMMA TIG- SEE THE LANDSC-APE
ARCHlTEC-T FOR GUESTIONS ON ExACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVlDEO r=OR THe GONVENlfHC.E OF THE LANDS(:..APE GONrRAC TOR; SHOULD THERE BE
ANY DiSCREPANCY 6ETVEeN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
IT IS THE LANDSCoAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER OAAINAeE FOR OPTIMJM 5ROWTH OF LANDSGAPE MATERIAL
BEFORE INSTALLATION eeelN5.
THE CONT'RAG TOR SHALL ENSURE THAT ALL PLANTINe ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CON5T'R1JC.TION DEBRI5, OR OTHER WASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LAND5GAPE INSTALLATION.
ALL PLANT 8EDS AND TREE RINeS SHALL BE TREATED WITH A PRE-EMEReENT HERBICIDE
AND THEN TOP-DRESSED V4ITH S" DEEP PINE BARK Nt.JeeETS.
TREE RINes SHALL 6E MINIMJM 24" RADIUS, ALL TREES AND PALMS SHALL BE STAKED.
NEH SOD SHALL BE ST. AU6U5TINE "FLORA TAM" OR AR6ENTINE BAHIA. CON'TRAG TOR SHALL
DETERMINE EXACT GlJANTITIES IN THE FIELD. SOD AREAS SHALL BE MAINTAINED BY
THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE.
TREES, 5HRU6S, AND eROUND COVER SHALL BE INSTALLED IJ5ING THE FOLLOHINe PLANTIN6
SOIL MIX. PLANT PITS SHALL BE THICE THE DIAMETER OF THE PLANT ROOT BALL.
ONE PART HILLARY PEAT PLANTING MIX OR APPROVED EGUAL
ONE PART NATIVE 5t?IL (EXISTlNe SOIL)
ADD AeRIFORM FERTILIZER TABLETS TO EACH 'PLANT PIT
ALL INVASIVE EXOtiC. SPECIES 5UGH AS BRAZILIAN PEPPER, CHltfESE TALLOW, AND PUNK
TREES, MUST BE REMOVED FROM THE SITE\: EXOTIC TREES AND 5HRU65 SHALL BE CUT
FLUSH WITH FINISH eRADE. R.E5ULTIN6 511.A'-1P5 SHALL BE REMOVED FROM THE SITE OR
TREATED H1TH AN APPROVED HER6IGIDE CONTRAc.TOR SHALL TREAT GUT STUMPS WITH
GARL-ON 3A, ~ OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PER
MANUFAC'TlJRE1<'5 1N$r;wc..TI0N5, AT THE REWMMENDED STRENGTH TO PREVENT R.E-GROHTH.
A~L Y HERBICIDE fMMeDIA TEL Y AFTER TR1JNK.5 ARE CUT TO PREVENT SAP FROM SEALIN<?
watVS. REMOVE ALl ~TE MA"fERIALS PRODlJC.ED BY THIS HaRK FROM THE SITE AND
DISPOSE OF THEM IN A LE6AL MANNER.
"
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.... , .
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Ij r_', ~\\ i
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,// ~.::- I \, ~'
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r'-- 3- MINlt-lJM t-tJLGH
I
ROOT6AU... 1&- MINIMJM
I ! RADIUS FROM TRLt4K
I'
_. ,t---.- HASHED-IN AND TAMPED
l i'=_~j I ( EXISTINe SOIL
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t .-:;::;~>.ru~.!-!fTI.:~~- . EXISTlNe 5WeRAOE
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FOR c.Ae8I'.SE PALM INSTALlATION.
TRIM ,l,U,. OF FRONDS "T nME
OF Olc9c51N9 At.v F'LANT1N9
RET "IH ALL B001'& ON TRUNK
PALM STAKING AND PLANTING DETAIL
.-.-" .. .. + ---. - .-- ,.---..-.-- - --..-..----- -_.-- ..~._~ ._-_..+~--_....~-_._,--- ._-~- -.'--.- - --. -- --- --~- . -. -- ._------.-
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IRRleATIO.N__N_orE___
- ...J..______.__ ___.__..._______.__ ----..
ALL REGlJIRED LANDSC.APE MA reRlAL SHALL BE ~RleA TED U51N6 AN AUTOMA TIG UNDEReR.OlJND
SYSTEM HITH foaM. WVEAAeE. RAIN CHECK SHALL BE CONNECTED TO THE CONTROLLER AS PER
STATE REGUlREMENTS. IRRIGATION SYSTEM SHALL BE SET TO CONFORM HITH LOCAL HATER
RE5TRIC,TIONSAFT'ER PLANT ESTABLISHMENT PERIOD. SPRAY PATTERNS WILL BE AD...lJSTED TO
PROVIDE MINIMAL OVERSF'RAY ONTO PAVED SURFACES.
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MISSOURI AVENUE
"\
MAL
PREPARED FOR,
ANDERSON-LESNIAK A550CIAT~5 LTD. INC.
LANDSCAPE ARCHITECTS · LAND pLANNERS · URBAN OffilGN
432G EL PRADO BLVD.. SUITE I. TAMPA, FLORiDA 33629
(81 3) 83 1-9595 FN< 83 1 -5485 andlesla@<dte.net
THE CLEARWA TERGROUP LTD.
eooo LAKE FORFEST OAIVE, SUfTE 560
ATLANTA. QA 30328
...UD ~ AIIQITtC1'
SHEET DESCRIPTION,
"/:,;,,t~~~.~};:; . >
The Heights at Clearwate~~,:.(;:;...~.C~~~.~.~...~t
(PARCELS 3 + 4)' > /'../:c.~O}~
LANDSCAPE PL ~:',~' '~L
..~~: . j~' .
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REMOVE DEAD AND IN..lJRED
TWI65, TRIM NO LEADERS,
RETAIN NATURAL SHAPE.
....ITE SlJRvt:YOR'5 TASiSINe
TAPE, 6- L~TH
3 - 2- X 2" STAKES DRIVEN INTO
5ROlJND AT AN ANeLE, THEN Tl5HTENED
TO VERnc.AL POSITION, 8' MINIr-tJM
LEN6TH, STAKES AT 120 DE6REf ANaLE
3/4- - 2 PLY REINFOR,C,ED
R1J66ER OR PLASTIC. HOSE,
C.ROWN OF ROO1l3ALL SHALL BE
INSTALLED LEVEL WITH FINISH 5RADE
3" MINIMJM MJLGH LAYER
MOUND TO FORM sAlJC.ER
BACKFILL MI~
5~ LANDSGAPE MIX
~($ NATIVE SOIL (EXISTING> SOIL)
EXISTINa SUBeRADE
- __ _. - - ,-0. __ ~
----- '.-...-- ,----_. - -.-
TREE STAKING AND PLANTING DETAIL
TREE LEGEND
,.-- :: Holly Tree
~
e = Oak. Tree
<8 :: Palm Tr~
SYMBOL LEGEND
...- . - .. -~ --.-.. - -,--- .-_._-_.__..._-"_...._~-~----,---~-----~-----~----------
15
QUANTITY
PAACEL. 4
f-." -... -"....-------.- -~- -.-,.-"---. --^'_.~.- "---'-~-.
\\ QV / SPECIES
\ !
\......_ ___.__~_ ....i
~.
EXISTINe TREE
TO BE REMOVED.
,\
!~.-
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NE W BASE
IOA1E
\........
NORTH
JO . 0
~
SCALE 1"
JO 60
I I
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30' - 0"
~EVI$lOMll
JOll iIIO.
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---------~
-_ 0.5' CONC CURB TYI')
N89'44'OO"W(F)
15.00'(F)
IIJJI III I
1J1 _1-
lJ I iLL'
'1: :...:.
FR 5/8" L 701
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E/P
150.00
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PROPOSED .' :
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V I S I ON WORK .(;
.......
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PROPOSED
RETAIL BUILDIf\!G
LOT 7
:.0
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.':.:t LANDSCAPE ~. -~. ". LANDSCAPE
~ :.~~:.~;~
~ ':;'<~~':;:?':;;~~:~'~3:;~;\:/sr ~~~. :~. ".;: >~~':/~:':::.:"~ ::::'i(:';'
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4'_!-
9
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II .
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(2)
0. 0-
12' t 12'
'I
(nP)
NOO'07'15"E(F)
21,54'(F)
FIR 5/.8"
LB~
ASPH
u
5
~>
....
.....
.
.
.
ASPH
ASPH
~
~
.....
@
(2)
CON
N&D PRM
21,20:'.
39"W(F)LANDSCAPE kf
<3
6' ClF
--------------------~~~~~------=--
AlONG EAST II!. OF
- 2,0' CONC CURB (TYP) ENllRE PARCE[
)' CONC CURB (TYP)
,.,....
...J
'-'
"..... 3:
...J .
'-' -
, 0
o 0
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.'<t
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l() .
C1>
00
Z
CURB INLET
NO ACCESS
@
SOUTH SOUND LANES
2,2' CONC CURS (TYP)
)
--'./"-
----
- - - - - - - - - - - - - - - - ---
--
---
G
-~.-
---
CONC MEDIAN
---
MISSOURI AVENUE S (F)
(STATE ROAD S'-595-A)
NORTH SOUND LANES
DELTA
89.51'17"
t-------------\
~
o
~
o
30' - 0" MAXIMUM
z
o
-~
(/)z
z_
<co
0....,
~
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o
cn!z
~-
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X
lIJ
VARIES
BROOM FINISH
BROOM FINISH
1/2" x 4"
BITUMINOUS STRIP
I. r I S' lYP.
1/4- PER FOOT
./?
:.. ..I......" '-. ,.1.
.. ... .... .... ..
.''''-~:' ~"....'.:~")
;;': .;-::. . : .~:- J".'-':
.. ~ -" ... .
-:. i.'" .. ~ .... _to;< :..L... "'!- =S:
"':'" ......": ..........:..
;~~~t;\:~\!;;;~:~
................ ::::
; \:':. .'
..'\-~"'.'
.
(98" COMPACTION REQUIRED FOR FIll)
(3000 P.S.I. CONCRETE)
STRUCK JOINT
IoU.
STRUCK JOINT DETAIL
IoU.
WIDTH VARIES SEE PLAN
nPICAl. 1mEWNJ< aAH
10 YeS.
IoU.
10 YeS.
DESIGNED
THE SIGNATURE OIF THE OUAUTY
CONTROL OFFICER IN THIS SMCE
INDICATES THAT ALL REOUIRED
PERMITS HAY! BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT A, GA 30328
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727}724-8606
BMB
DRAWN
RAW
CHEeKED
E/P
t
-----------
CI
6" PYC E
18" RCP W
--
NOT INCLUDED
~
u
z
8
I
'-l---@
I
b
N
(:
0.5' CONC
/ CURB (TYP)
:)
CRASS ISLAND (TYP)
:)
(
:) (:
:+-1 Ol-IW
O\-iVl
r-0
~ BFPD
178.4'(O/A)
FlTTURE SITE
0.5' CONC ( 62 t I 00 SF)
CURB (TYP)
ASPH
F'PB ON CIS 0 ".-.
\
'- /
3,2'
SEE DETAIL "A"
o
<(
o
0:::
o
:::::>
0:::
o
TO BE DEMOLISHED
1-STY MAS BLDG
(\1S1ONWORKS)
Bl~ ~(O&)
lth&f~Q Ff:r
OHW
LOT 10
-----
lL..
'......
178.4'(O/A)
l:=R T-
SEE DETAIL "s" .
3.4', 8.1
".
\ PLANTER
ASPH
CONe
FCM 4"x4" FDC
PRM LB 6707
FIR 1/2" RLS 2512
0.59'S. O.03'W
ASPH
FN&D PRM
FOC LB6707
f'N&D RLS 2512
0.6S'S, 0.05'[
SCAPE
FCM 4"x4" FOC
PRM LS 6707
FIR 1/2" RLS 2512
0.5S'S O.09'W
. 5'59"W(L,F)
152.74'(L)
i
539'32' 25 "E(L,F)
38.04'(L,F) I
BUS STOP
Cl
36" RCP N.-S
18" RCP SE
S14.39'52"E(L,F)
31.05'L,F)
CONe MEDIAN
~
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j---------\
o 15
~
60
I
JO
~
~
o
LEGEND
17>1 = LANDSCAPE BUFFER AREA
PARKING LOT RADII ARE 3' UNLESS
OTHERWISE NOTED
30">< 30.
R1-1
TYPE "B" ENCAPSULATED LENS
(HI-INTENSITY) FACES
STOP SIGN
N.T.S.
SHEET DESCRIPTION.
RENAISSANCE SQUARE
(PARCEL 5)
HORIZONT AL CONTROL.
SIGNING AND STRIPING PLAN
b
.-
lD
...
g
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I)
in
o
-
it)
I. 3' to 5' square
--
---
12'
HANDICAP PARKING AND RAMP DETAILS
N.T.s.
.
N
~
.......
I
1'-6-
8-
~
IN1ERNA lIONAl S'TMBOl
OF ACCESS (SEE NOTE 5)
BLUE BAa<GROUND
.
U)
-'
-
PARKItG BY
IISMlED PEIIIT Ul y
WlATCRS 1I1
II FIO 1100.00
.
-
~
I
;..
3/8- HOlES LOCATED FOR ALIGNMENT
W11H HOlES DRILLED ON 1- CENTERS
FUll LENG1H IN METAl POST. (MOUNT
W11H 5/16- x 2 1/4- BOlTS, TOP
AND BOTTOM OF SIGN)
METAl POST (ASTM A-499 GRADE 60
STEEL W11H ASTtot A-123 RNISH)
3 1/Pl'
1
I
\
\
~
.LJlJ.LJ
"IfNIT
I ~ I
5N.,
~
I
N
1 1 .-
METAL POST
WI. fF IllMK POST SHAll lIE 2-2 1~/FT.
1'-0-
COICRE1E RlO1IlG
NOTES:
1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND
SCREWS MUST BE RUSlPROOF.
2. CONCRElE FOR FOOliNG SHALL BE PORllAND CEMENT AND HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 p.s.l.
3. SIGNS WILL BE FABRICAlED BY USING REFLECTING COATING IN THE
SYMBOl, MESSAGE AND BORDER APPUED TO A SHEET ALUMINUM
BACKING (.080) IN THICKNEss.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHllE)(SERIES B) 2-
HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAmC CONTROL
DEVICES.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHIlE WHEELCHAIR
RGURE (YeflICH SHOULD AlWAYS FACE RIGHT) ON A SQUARE BAa<GROUND,
INTERNATIONAL BlUE IN COLOR (FED. STD. 5950, COLOR 115180).
6. SIGN POST SHAll BE MIN. 2'-0- ClEAR FROM BACK OF CURB.
c:
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II>
....
....
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WIdth VarIes
CUrb Type 0 Or CUrb " Gutter
" Gutter Type F (Curb "
Gutter Type F Shown).
...
o
'0
II>
Ul
::l
II>
.D
....
o
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>.
o
E
Ramp
Curb
PLAN VIEW
i
::"'-0
'0
'i:
o
Li:
o
o
o
N
1 3 15 02 REVISE AS PER DRC COMMENTS OF 3 14 02
":-0 3/4/02 0Jf
5
....
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0\
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a.
o
U
@
NO. DATE REVISIONS
-56- LF. - 36" RCP @-&.-36%-
46 .-0.05%
EXIST. SAN. MANHOLE
1.E.==26.19 ($)
I.E.=26.15 (N)
ADJUST RIM TO
EL.=35.08
'.-..-" -~._,..
----
I
I
I
I
)
CONSTRUCllON NOTES:
[]]
[ill
J
/fo-V
/ --._---
96 L.F. - 24" RCP @ ~
. . - . . - . . - . . - . . - . . - . . CJ.T2I:%'
.. -" -.. -., -.. -.. -., -..--------
--
1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DAllJM.
2. THE LOCATION OF EXISTING UTlUTlES ARE APPROXIMATE AS SHOWN AND IT IS
THE CONlRACTOR.S RESPONSlBIUTY TO DETERMINE THE EXACT LOCATION OF THE
UTlUTlES PRIOR TO CONSlRUCTlON IN THEIR VICINITY. THE CONlRACTOR SHALL
NOTIFY ALL UTlUTY COMPANIES IN THE AREA BEFORE BEGINNING CONSlRUCTlON.
3. PRIOR TO BEGINNING WORK. THE CONlRACTOR SHALL EXPOSE ALL EXISTING
UTlUTlES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT (727)-
724-8422 FOR VERIFICA nON OF THEIR LOCATION AND ELEVATION. ANY CONFUCTS
SHALL BE BROUGHT TO THE ENGINEER.S ATTENTION FOR RESOLUTION.
4. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONS1RUCTlON TO CONlROL AND PREVENT EROSION AND 1RANSPORT OF SEDIMENT
MATERIAL TO INLETS. SURFACE DRAINS. AND LAKE AREAS. THE CONlRACTOR
SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED.
THE CONlRACTOR IS TO CONlROL ALL FUGITIVE DUST ORIGINATING ON THIS
PROJECT BY WATERING OR OTHER METHODS AS REQUIRED
ALL UNDERGROUND UTlUTlES INCLUDING CONDUIT FOR ELEC1RICAL AND
TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONS1RUCTlON.
ALL MATERIALS AND CONSlRUCTlON SHALL BE IN ACCORDANCE WITH THE CITY
OF CLEARWATER STANDARDS AND SPECIFICATIONS.
ALL AREAS DISllJRBED BY CONSlRUCTlON SHALL BE SODDED UNLESS OTHERWISE
INDICATED.
I
I
--.-.----*
~L.F. - 18" RCP @ 0.29%
216 \
----~Q.~ ~
----,,- s
- ~~"-
----__ E~IST. 8" SANITARY
ADJUST EXIST. GRATE
GRATE EL=35.00
ADW
-+1& L.F. - 36" RCP @ 0.23%
179
. 0.5' CONC CURB(TVP
H~DGe:(TXP)
'0'0 ":>~:~
,,:>,,:>.
---
--------~
5.
Cl
6" PVC E 6.
18" RCP W
7.
~
... I 8.
'-
l~ ~ -~
()
() ~ ,
z
8 b
N
1.<1>
":>,,,.
<J..'O
'!>')..
~----
----~--
-----,-
t-------
~----
'0'
,,:>t..
X
~,
"';}<.
NOT INCLUDED
P5-1
lANDSCAPE
(;)k
")'0'
TYPE C INLET
GRATE EL=36.10
IE=32.60(E)
IE=31.20(NW)
'0'0
";)~.
11
":>~.
:(
SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE
START OF ROUGH GRADES
PLAN VIEW
PROPOSED __
RETAIL BUILDING
FF=38.00
'. ~
.;
".
. ~ '.
"
or";
PROPOSED
VISION WORK
FF=38.00
T~0
~ BF?D
178.4'(O/A)
BALE TIES
2- X 2- STAKES
,-- 101/2' TO 2'
IN THE GROUND
:g 1>0<:>
gj '}.~. ,<J..
').~.
.
.
Dct!
c:i~
TO BE DEMOLISHED
1-STY MAS BLDG
(\1S1ONWORKS)
SLOG AREA (O/A)
10,107 SO FT::l:
(I)
!u
'z
a
u
SECURELY BOUND
BALES REQUIRED FOR
DURABILITY
HW
NOTE: TO BE USED WHEN CONSlRUCTlNG ADJACENT TO Nf'(
ENVIRONMENTAL PRESERVATION AREAS.
i-r
I I
I I
I I
I ,
..........
lL.
............
ANCHORING 9ALES
:!><:>~:~
1-<?"
o
<(
o
0:::
o
:)
0:::
o
N. T.$.
178.4'(O/A)
I
I
\
\
6- (lYP.)
PROPOSED GRATE
] 11.
";)'\ .
lOt.
-;,1'
CONC
FILTER FABRIC
(MARAFl 6OOX)
BEGIN CURB
.- AT R/W FLUSH
" CONC CURB (TYP)w/EXIST PA'IT
-BEGiN~~RB -
AT R/W FLUSH 2.0' CONC CURB (TYP)
w /EXIST P A'IT
P5-2 TYPE E INLET
Gr-ATE EL=36.15
IE=33,OO
-"iP~L--------- ~
t.o~(}:,-<?>
@
SOUTH BOUND LANES
,--.,
..J
r--;:
..J .
:::-'0
o 0
o .
."<1'
o "<I'
If) .
(j)
CO
Z
,,:>~:!>1 CI
36" RCP N- S
18" RCP SE
~--~
FILTER FABRIC --../
(MARAFl 6OOX)
CURB INLET
NO ACCESS
N.T.$.
2.2' CONC CURB (lYP)
J\
)
CONC MEDIAN
---
---
----
G
CONe MEDIAN
--
---
-
MISSOURI AVENUE S (F)
(ST ATE ROAD S- 595.- A)
.-..,....,......
~
C
o 15
~
JO
I
60
I
LEGEND
~
i- ~(;)~ = EXISTING ELEVATION
v'
'\~'~'\.
$<?t' = PROPOSED ELEVATION @ CURB
~ = PROPOSED ELEVATION NOT AT CURB
c
o
'iij
rI)
'E
'-
CP
a.
c
CP
....
....
'C
~
NORTH BOUND LANES
-~
DELTA
89'S1'17'"
~
z
~
C
r-------------\
~
C
j---------\
~
C
Slope To Fit
Driveway ')
\" 10"
---
It
o
N
'-
o
"0
CP
rI)
::J
CP
.D
OPTIONAL POST POSITION
1YPE -0- CURB
<l
'Co
b
I
'-
1'-2'
.1
}- I"
7"2 Std.
6" Min. *
.1
~
I
/' Joint Seal
....
::J
o
..c.
....
'i
"0
CP
o
::J
"0
o
'-
a.
CP
'-
SILT FLOW
..
1-1/2- TYPE PC-1 ASPHALTIC
CONCRETE (SURFACE COURSE)
6- L1MEROCK BASE COURSE
(PRIMED) (98" T-180)
6- SUB-BASE (LBR-40)
(98" T-180)
TYPICAL PARKtG SECTION
u.s.
19.
PARKING
12'
12'
19.
PARKING
'\ 5, OPE ~)--
A. . 1"- ___ .....
.... --- ---
--
-
8"
~
POST (0P1KlIlS< ~ . .. WOOl> 1
OR 2 1/2- MIN. DIA.
SlID. 1.33 LBS/I'T. ....):\ .
6' MAX.
.1
;;i
()
F
~
RINClPLE POST
PATTERN (CANT-
ED 20 DEGREES
TOWARDS FlOW)
- _ _ 4:1 SLOPE
-----~
---
4~'\ SLOPE t~)
2' -(1'
I.
2' -(f
Cone. Pav't.
~ I"
~ l Exp, Joint And
Preformed Joint Filler
+'
o
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>.
o
E
TYPE F
.e
0
't:
.
...
~
.&:
.2,
I
E
.8-
on
0
N
a
a
N
uj
..
0
~
I
'"
~
"0
c:i
Cl
Pi DESIGNED
8
co BMB
;;-
'" DRAWN
~
~ RAW
..
I; CHECKED
~
I")
0
6 O.c.
co
;;-
Q:
la.I T
~
::E 15- TO 18-
~
i->
8- :r
/ FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FOOT SPEC.)
Seal
DROP CURB
8" TYPE D
rI)
+'
a.
CP
o
c
o
o
"0
C
o
FILTER FABRIC
It
00
~
Note: To be paid for as parent curb.
Conc. Pav't.
~ I"
~ "2 Exp. Joint And
Preformed Joint Filler
all) DETAL8 "FDOI~NEX :f3OO"
N. T.s.
o Applies to both high and lOw,'
,:,.,"
c~
EXPANSION JOINu~
AND CONC" ~
ELEVATION
SECTION
Note:
For use adjacent to concrete or flexible pavement, concrete shown.
Expansion joint. preformed joint filler and joint seal are required
between curbs and concrete pavement only. see diagram right.
TYPE D
THE 8IGHATURE OF THE OUAUTY
COHTftOL OFFICER IN THIS SMCE
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
---,
I;;
..
PREPARED FOR,
SHEET DESCRIPTION,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr, Clearwater FL. 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
THE CLEARWATER GROUP L TO.
6000 LAKE FOREST, SUITE 560
A TLANT A. GA 30328
RENAISSANCE SQUARE
(PARCEL 5)
PAVING. GRADING 8 DRAINAGE PLAN
2
1
REVISED AS PER DRC COMMENTS OF 3 14 02
REVISED PAVEMENT EL'S, ADDED NEENAH CALL
DATE.
NO.
DATE
REVI8lOH8
~ 3/4/02 OF
5
+'
:s:.
0>
.~
a.
o
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@
-----'5'
\2,/---.......-...._
EXIST. SAN. MANHOLE
LE.:2~.19 (5)
I.E.-26.15 (N)
ADJUST RIM TO
El.=35.08
CONSTRUCT CLEANOUT
AT CONNECllON TO
. EXl.SIlNG _6~TERAL_
IE-25.H:
----
--
-" -.. -., -.. -., -.. -.. - -.-------
---
2" B. ;TO REMAIN)
8.x8- TAPPING
SLEEVE AND VAlVE
I
.,(.~
o
~---
".>'1-'. x '},.'O
CONNECT TO E~~___
SAN GRAVITY UNE SANtrAR~
I.E. - 26.0:1:
CONTRACTOR TO VERIFY
ElEVAllON AND NOllFY
ENGINEER PRIOR TO
~ INST AWNG 6-PVC.
.,~~ ~,
",->""
NOT INCLUDED x
:.'".~"'.."".
CI
6" PVC E
18" RCP W
,<0 ",,,;>.
",,,,.
1- METER
AND REDUCED
PRESSURE
EVI E ,~-;
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~ GREASE TRAP
"..
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a4, .. ARCHllECTURAL ",1-
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3.2' 8.1' .....
a.'I.~ -"
~".....: "---\.
: ..~.~. TO BE DEMOLISHED -.
. >. 1-STY MAS BLOG ....
..... . ":!
;~.:. ('JISlONWORKS)
t ~...
" BLOG AREA (0/"-) LOT 10 .....
" ;-> 4>
." '10.107 SO FH
...; ':. ---\. ",<0'
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X "". 1"l8.4'(0/A) 3.4'
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VISION WORK
FF=38.00
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PROPOSED
RETAIL BUILDING
F[bf8 .pO
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0.66'S. 0.05'E .
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18" RCP SE
#
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CURB INLET
NO ACCESS
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DEL T A
89'51'17"
r-------------\
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Max. 15. - MIll. 4'
.E
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2 O.t.
;;-
Ii:
STANlARD SEPARATION STATEtJENT FOR WATER/SEWER CON=LICTS
SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD AlWAYS CROSS UNDER WAlER MAINS. SANITARY
SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHAlL BE LAID TO PROVIDE A MINIMUM
VERTICAl DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE
WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18
INCHES VER11CAl DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF ClASS 54 DUCTILE
IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE
PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET
BETWEEN Nt( 1WO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAl< FREE,
AND MECHANICAlLY RESTRAINED. A MINIMUM VERTICAL ClEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE
CROSSING.
WHERE THERE IS NO AllERNA11VE TO SEWER PIPES CROSSING OVER THE WAlER MAIN, THE CRITERIA FOR MINIMUM
SEPARATION OF 18 INCHES BETWEEN LINES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.
ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WAlER MAIN PIPE JOINTS ARE
EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFUCTS WITH AN EXISTING PIPE. THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE
CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
NOlES:
1. S~ ConnectIon to F_ Street.
2. AI Fh H~ to haw 5 1/4- VaIw Seat.
3. Fh H)1dranb SIIaI be Placed at stnet c:an..
or In .... R.o. W. AdJac-t to SIcIlI Lot Un.
___ '"-Ille.
A MINIMUM 10-FooT HORIZONTAl SEPARATION SHALL BE MAINTAINED BETWEEN >>rf 1YPE OF SEWER AND WAlER
MAIN IN PARALLEL INSTALlATIONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBlE TO MAINTAIN 10-FOOT HORIZONTAL SEPARATION, THE WAlER MAIN MUST BE
lAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE
MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT lEAST 18 INCHES I<<JVE THE TOP OF THE
SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAl.. DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER
MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAl DISTANCE
OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE 1BOVE THE SEWER. JOINTS ON THE WAlER MAIN SHALL BE
LOCATED AS FAR APAffr AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
ALL DIP SHAl.L BE CLASS 54 OR HIGHER. ADEQUAlE PROlECTIVE MEASURES AGAINST CORROSION SHALL BE USED.
18" MIll.
24- Max.
Back of CUrl>
or
~-~-
t
T
...
I Mech. .JoInt VeIl""
Anoth.. qate VaIw may be
.....hc1 (_ plane).
ONLY APPROVED
~ GuarcIIan No. K-81A
MuIlIr Centurtan No. .\-423
U.s. PIpe Metropolitan
"- R"'1ng JoInt (T-.>
FIE HYDRANI' A8~ V
lIS
----,
I;;'
..
PREPARED FOR,
SHEET DESCRIPTION,
THE 8I6NATURE Of' THE QUALITY
COffTROL OFFICER Iff THIS 8Pl\CE
INDK:ATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO CO....ENCE.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
RENAISSANCE SQUARE
(PARCEL 5)
UTILITY PLAN
THE CLEARWATER GROUP LTD.
6000 LAKE FOREST, SUITE 560
A TLANT A. GA 30328
2 3 15 02 REVISED AS PER DRC COMMENTS OF 3 14 02
1 3 5 02 REVISED LENGTHS. DETAILS
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
NO.
DATE
(I)
z
<
:2
.~
Z .....
~a:::
a ~
U>o
10
. ~
N
~
Q.
w
o
ADJUSTABLE~
VALVE BOX _________
WHEN VALVE OCCURS IN ROADWAY.
SET BASE ON lO-COMMON BRICK.~
:--.
'- ~ WAlER MAIN
"- RESTRAINING JOINT
TYPICAL VALVE 8EIIHi
~$f:CTION
No Y.5.
THE FOlLOWING JOINTS MUST BE RESlRAlNED IN AlL APPUCA l1ONS:
1. BEND - INLET AND OU11.ET
2. lEE - OU11.ET BRANCH
3. OFFSETS - INLET AND OU11.ET
4. CAPS
5. PLUGS
6. LAST TWO(2) JOINTS ON A DEAD END RUN (MIN. 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36')
I- L ---I ~ MEGALUG RESlRAlNER (TYP.)
L - MINIMUM LENGTH TO BE
RESlRAlNED ON EACH SIDE OF FITTING (FT.)
NOM. ELBOWS (DEG.) VAL 'JE
PIPE lEES
SIZE 11.25 22.50 45 90
4 3 5 8 12 9
6 4 6 10 15 11
8 4 7 13 20 14
10 5 9 15 25 18
12 6 10 17 29 21
NOTE: THRUST RESlRAlNT AT FITTINGS AND VALVES SHAlL
BE BY USE OF EBBA IRON MEGALUG RESlRAlNERS. THRUST
RESlRAlNT BETWEEN PIPE JOINTS SHAlL BE BY EBBA IRON
SERIES 1500 RESlRAlNERS.
N.T.S.
I
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NOTE: a.EANOUT PLUG TO BE
U.s. FOUNDRY 7621
OR EQUAL
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PROPOSED CONCRETE
PA\lEMENT. ......
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6- OR 8-- 1/8 BEN
I.E.-SEE PLANS
"
REVISIONS
AI't"D 3/4/02 OF
BY
5
I
1tP [J' caRSE M
.. CIN:RETE SlAB FUB
LIGHT nxTlME
(SEE Sfl::ET .13)
PRE -flNIKD
ALlJ4ItIJt TRIM
\
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(X)
I
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I
PRE -rIHIStD
ALlJ4INlI4 TRIM
DVERf'LOV
saPPER
16' VJJE x 6' DEEP x 9' HIGt _ _
V/4'x4' 1IlVNSPOJT. f1NlSH PO-3 (TYP.)
\
rAWNJNG IV Q.IJM.
AWNI<<i. u..e. .f1EL. I.
VERIFY tIUmIG tDiHT
\IlUt.. ...,.1IC1lMEI ~
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BY G[N. C(J(TR.
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STtRAGE IIlDlI.ES TO
PRDVIOCD BY IMO AND
INSTALLED BY M: GENER
co.TRACTtR.
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STUCCO ACCENT BANI
$t.IIJNG t::I
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STm. PIP[ al.
HIGH MlNDUt
T vn'-
,-
\
lIQfT F1XTURE
(sa H:ET 113)
16' VIDE x 6' JEEP x 9' HIGf SClFPER
V/4'x4' 1IlVNSPOJT. F1NISH PEX-3 (TYP'>
PRE -FlNIKD
M..lJ4INlI4 CRDVN
VENDYS 'SERJES 11' FASCIA SYSTEM
SlFPUD BY [MO AND INSTAlLED
BY CEtGAI.. Cf:MRACTtR
FINISH MIGn' ClJ'PER
F ACnRY FINISH 'JIROa[' -
ALIJfItU4 CROVN
1
, I
,.... SIGN SlFPUEDBY OVO
MGINSTAU.ED IY SI1Jf
INST AU..ER. F' ACES ltJ IE 'RED".
/1
PRE -flNIKD
ALlJfDUt TRIM
-
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f\' tlVJI- ...
If ~ ,-- -:-~ ~
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STUCCO ACCENT BAND
I
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=:snao S1U.
ACCEHT l' PRO.EllIIt
l' ACCENT PRO.I:CTIrJt
I r--------
L - - - - - ~'ClK. FlIITJIG - - - -
o \ /~ \ \ I
\I _ _ b - ~'. Cl)D[TE F1l.LED STEEL PIPE al..lJtN L ~ --sL.lIDIi Q.ASS d \ .:~_ - I
1\_ _..!!!!-!!!!,. -L6O"HIGt~:~ ~_ _ ~ _ _ __~_
PIPE IINNSPIJJTS lJURGRIUID ~lPE IIJVNSPWTS ~D
TO FACE IF NEAREST aRB.
PRE -rooKD
ALlMItU4 CRD'JN
VENDYS 'SERIES U' FASCIA SYSTEM
~ BY fNNER AND INSTALlED
BY 6DOAL aJf1'tACTIJt
F1NISH BRIGHT CIJIPER
PRE -F'1NIHIl '"
ALOOtUt TRIM ""
I '
\ SIGN SlFPUED BY IMO
AND IHSTM.lED BY SIGN
INSTALLER. FACES TO BE 'RED'.
,
,
\
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. ; lIof I ~I I'~
, ~jlJll ~..~~.
: IT l~ '-'T'- -
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ALlIL S, DKt.t ROfT
SYSTE
in
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STLCCD ACCENT
BAND
,
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.
STOCCO ACCENT ."
BAND
I"
n \
-::::::"';"/./7777/;; STUCaJ Sll ---a
===-==~~~~~~~~-~~OO~
I
L='rj
ltJ rACE tF NEMEST ClRB.
SOUTH ELEV A TION
SCALE. 1/4' =1'-0-
1UFD<<i CIIfTRIC1lIt TO
PROVIDE AND .TALl BIDfZE
tIP FlASHDG FlIt PNWET
VALLS AND CIl.lJt4 TIPS.
PRE -F'OOSlO
ALlIGtUt TRIM
,
o
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tETAL
FlASHINi
BY GEN. C(J,ITR.
~
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mmJ MltIC aa..t8
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tIJIU..E
STtRAG[
tIDU.E
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t WARDN1.t.T ,_IRJD( -/- - - - - STlJCCQ..1D.l - - - - - - - -t - I - - - - - - --
~ _ J_ _ _ _ _ _elK. F]!IDNG_ _ _ _ _ _ _ _ _ _ _ _ _ _L _ _ _ _ _ _ __
NORTH ELEV A TION
SCAlf) 1/4' =1'-0-
~\
~lIGHT nxTURE
<SEE HEr .13>
PRE -f1HIHD.
ALlIGtUt TRIM
I
\
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c:::J
~saFPER
I I
AVNINi BY G.OBAL
AWINi LL C FlElD
VERIf"Y tClImf<<I t€IQiT
\lITH IWUACT\JO
l' PRIlEC
~aUR
""-
"
.....,
METAL/'"
Fl.ASHING
BY GEN. C(J,ITR.
-SltRAGE tIJDll.ES TO BE
PRDVIJf:D BY IMOAND
INST AU.ED BY 1l€ GD€RAL
CllfTRACTtR.
<F1NISH SPECTRUM 8RlJVN)
-
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\JEST ELEVATION
1:\ EWJOBS\WENDY'S\WENDYSPLOT 914 :35:10 AM, \\FDC\hp-1055cm
I
I' _ ~ ~ ~ _ _ _ _ _ ~ _ _-_~__________ClK._ FlIITn<<; _ _ ~_
I
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'JENDYS 'SERIES 11' FASCIA SYSTEM
StFPlIED BY 1MB AND INSTALlED
BY GDON.. COfTRACTtR.
FINISH BRIGHT CIJIPER
a:NTEII.DI: IF IUILIIIi
~
Go C. TO INSTALL BLOCKD<<i BEHlHD FASCIA
TO ~T AND tOIfT FASCIA SISN.
BLID<D<<:i PRDVIJl:D \lITH FASCIA
BUJCKING CENTERS STARTIt<<i
flUt CENTER IF BUILDING
1'-1'
4'-0'
2' -11'
.
FACTtRY FINISH 'BRtIQE'
I ~ ALlJGU CRDVN 1
-
PRE -flNISl€D -
ALlIUtUt TRIM I --PRE -rOOKD
.. I' ALtJtItU4 TRIM
(X)
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N (SEE HEr .13)
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12
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;;;;
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B
NOTE: ROOF DECK TO BE FIRE RETARDANT
FOR 40'-0" BOTH SIDES OF FIR~L
rNOTE: NO ROOF PENETRATIONS FOR
5' -0" BOTH SIDES OF FIREWALL
e @
" /
_ 12 ~ ~
~~9 ~
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"",FOR ~OOF VENT LOCAllONS
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GARAGE ~BU.-.l---.l-
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-------+---- --- --- -- ------
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\ 1\\ 1/ \
_ _____~________~___~_~____u_____~-------------------------------------------------------------------------------
------------------------------------- ------- 523 ~ @
AVG ROOF
PLANE
a
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I
m
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OPEN.
e
2
BLDG 4A SOUTH
3/32"=1 '-0"
COURTYARD
ELEV
./
< BLDG
4A / BLDG .4B >
~~
1
BLDG 4A&4B WEST
3/32"=1' -0"
ELEVATION
~G ROOF
PLANE
7 AG3
a
I")
I
m
'lit
~
~~
3
BLDG 4B
3/32"=1'-0"
SOUTH
ELEVATION
~
\
--------
~
B
=
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I:;:
--
!!!!
::
..
~
~
--
~
::
;;;;
FOR FlAT AREA. ~31
OF ROOF }
~
12
::::--14
~
~
B
I-
I
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~
:;;;
-
;;;
-
-
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:;;;
-
-
------------------ --
OPEN
--------------------------------------------------------------------------------------------
~~
~~
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a
I")
I
m
~
4
BLDG 4B
3/32"=1' -0"
ELEV
NORTH
COURTYARD
BUILDING COLORS:
TOP TWO FLOORS LIGHT TAN
GARAGE AND MIDDLE FLOORS - MEDIUM TAN
ROOF - DARK GRAY
*COLOR TO GENERALLY MATCH ADJACENT
APARTMENT COMPLEX.
~!
~~
KEYNOTES
161. PAIR OF 6" DIA. PRE....MFGR STRUCTURAL WOOD COLUMNS
(06100) WITH STUCCO FINISH.
230. STUCCO ON METAL lATH (09200) ON MOISTURE
RESISTANT BARRIER ON, SHEATHING ON STUDS
WITH R-13 BATT INSUlATION (7200) AND
5/8" FIRE RESISTANT GYPSUM BOARD (09250) AT
INTERIOR. OMIT INSULATION AT EXTERIOR STORAGE
CLOSETS. ACCENT COLOR STUCCO WHERE SHADED ON
ELEVATIONS.
231. STUCCO ON METAL lATH (09200) ON MOISTURE
RESISTANT BARRIER ON SHEATHING ON WOOD FRAMING.
233. STUCCO ON METAL lATH ON CONCRETE WALL (09200).
234. STUCCO ON METAL lATH (09200) ON MOISTURE
RESISTANT BARRIER ON SHEATHING ON ROOF TRUSSES.
236. STUCCO ON MTL lATH ON ALL EXPOSED SIDES ON
SHEATHING ON WOOD FRAMING.
249. 4 HOUR FIREWALL. CONCRETE BLOCK WITH B-4
CLASSIFICATION INSTALLED PER U.L. ASSEMBLY
REQUIREMENTS. 2X4 WALL ON BOTH SIDES WITH STUDS
SPACED PER SCHEDULE, WITH 5/8" FIRE RESISTANT
GYP. BOARD AND ON lAYER OF R-13 BATT INSUlATION
AT ON SIDE ONLY. WOOD FRAMING NOT TO ATTACH TO
BLOCK WALL.
400. COMPOSITION SHINGLES (07300) ON ROOFING FELT ON
7/16" O.S.B. DECKING (06100) ON ROOF TRUSSES
(06192) WITH R-30 INSUlATION (7200) WITH 2 lAYERS
OF 5/8" FIRE RESISTANT GYPSUM AT CEILING
(09250). OMIT INSULATION OVER NON CONDITIONED
SPACES.
409. STICK BUILT CRICKET (06100). PROVIDE ADDITIONAL
WATER SHIELD FOR 24" PERIMETER AROUND CRICKET
AREAS.
431. EPDM SINGLE PLY, FULLY ADHERED MEMBRANE ROOFING
ON TAPERED INSUlATION ON 5/8" PLYWOOD DECK ON
WOOD TRUSSES.
470. CONTINUOUS RIDGE VENT (10230).
519. 12" KEY FORMED WITH 2X FOAM TRIM ON 1X10 FOAM
TRIM. CUT TO FORM ARCH. STUCCO FINISH.
521. STUCCO ACCENT BAND AT BALCONY FACE (09200).
PROVIDE SLIGHT SLOPE AT TOP FOR DRAINAGE.
522. STUCCO CONTROL JOINT (09200).
523. 6" WIDE STUCCO ACCENT BAND ON 1 X6 WOOD OR
FOAM TRIM ON WOOD FRAMING OR 2X6 WOOD OR FOAM
TRIM ON CONCRETE (09200).
525. 3/4" STUCCO SCORE LINE.
526. STUCCO ON 1 X4 FOAM OR WOOD TRIM ON 2X10 FOAM OR
WOOD TRIM (09200).
527. STUCCO ON METAL lATH ON SHEATHING ON 2X6 WOOD
FRAMING TO FORM ARCH.
529. STUCCO ON 2X CAP. PROVIDE 1" OVERHANG FROM
WALL FINISH BELOW.
540. GALVANIZED DRIP ON 2 X 6 FASCIA (06100).
ALUMINUM ClAD.
544. GUTTER WITH DOWN SPOUTS (07700). REFER TO ROOF
PLAN FOR LOCATIONS.
567. 24" DIAMETER PRE MANUFACTURED ALUMINUM VENT.
570. CHAIN LINK FENCE; COLOR TO BE BlACK.
571. STEEL TUBE RAIL W/1 1/2" SQUARE TOP RAIL AT 3'-6"
A.F.F. W/1 1/2" SQUARE TUBE BOTTOM RAIL & 1/2"
BALUSTERS (05500) AT MAXIMUM 4" SPACING.
PROVIDE 2" SQUARE TUBE VERTICAL SUPPORT RAILS
AT 5'-0" MAXIMUM.
574. 2x12 PAINT GRADE TRIM, STUCCO FINISH.
(06100).
577. TEK-RAlL STYLE 'c' OR EQUAL RAILING SYSTEM AT
3' -6" A.F.F. MOUNTED PER MFR AND LOCAL CODE
REQUIREMENTS.
591. 1X6 TRIM ON 2X12 TRIM, WOOD OR FOAM, STUCCO FINISH
The Heights at Clearwater
Clearwater, Florida
HHR
Properties
6000 Lake F~re8t Dr.
Suite 560
Atlanta. GA 30328
.04-94~-01OO
Parker Associates
2202 East 49th Street South.
Suite 200
Tulsa OK 74105
(918)-742-2485
JOB NUMBER:
DRAWN BY:
DATE:
_-...,_....~~~--_.,._--_...~ --- .-_.._.,._~.-"_._--~~~- ,..,---.
~ '\ .' , .';
, ~ ~
I.: :
~.:t.:i 1 9 Z::2
BLOG 4 ELEVATIONS
, .,
SHEET
NUMBER
AB5 OF 6
12
4 r::::::
FOR FlAT AREA @
OF ROOF ')
NOTE: ROOF DECK TO BE FIRE RETARDANT
FOR 40'-0" BOTH SIDES OF FIRE~L
NOTE: NO ROOF PENETRATIONS FOR \
5' -0" BOTH SIDES OF FIREWALL
NOTE: REFER TO ROOF FRAMING PLAN
FOR ROOF VENT LOCATIONS
12
::=--l4
Em
-: :_-----: :_-----------:_----------- :_-----------------:_---:_---------:: :_-----:_-----------------------:_-:_-----: ::_---:_-: :_-------------------: ::_-----:_-----:_-------:_---:_-----:_-------:_-----------:_-------------:_---------:_-:_---:: :_-------------------------:_-----------: :_-----:_--------
II
~ I:
PLANE Ir--.
I
_-_-_-_-_-_-_-_-:: :___-_-___-_-_-_-_-_-:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-___-_-_-_-_-_-_-_-:_-_-_-_-_-_-:_-_-_-___-_-_-_-_-_-_-_-_-_-_-:_-_-_-:_-_-_-_-_-___-_1~: i:::j~~~l'
~~
BLDG 4B
BLDG 4A
~~
~~
1
BLDG 4B&4A
3/32"=1' -0"
EAST
ELEVATION
KEYNOTES
~!
161. PAIR OF 6" DIA. PRE-MFGR STRUCTURAL WOOD COLUMNS
(06100) WITH STUCCO FINISH.
230. STUCCO ON METAL lATH (09200) ON MOISTURE
RESISTANT BARRIER ON, SHEATHING ON STUDS
WITH R-13. BATT INSULATION (7200) AND
5/8" FIRE RESISTANT GYPSUM BOARD (09250) AT
INTERIOR. OMIT INSUlATION AT EXTERIOR STORAGE
CLOSETS. ACCENT COLOR STUCCO WHERE SHADED ON
ELEVATIONS.
231. STUCCO ON METAL lATH (09200) ON MOISTURE
RESISTANT BARRIER ON SHEATHING ON WOOD FRAMING.
234. STUCCO ON METAL lATH (09200) ON MOISTURE
RESISTANT BARRIER ON SHEATHING ON ROOF TRUSSES.
249. 4 HOUR FIREWALL CONCRETE BLOCK WITH B-4
CLASSIFICATION INSTALLED PER U.L. ASSEMBLY
REQUIREMENTS. 2X4 WALL ON BOTH SIDES WITH STUDS
SPACED PER SCHEDULE, WITH 5/8" FIRE RESISTANT
GYP. BOARD AND ON lAYER OF R-13 BATT INSUlATION
AT ON SIDE ONLY. WOOD FRAMING NOT TO ATTACH TO
BLOCK WALL.
400. COMPOSITION SHINGLES (07300) ON ROOFING FELT ON
7/16" O.S.B. DECKING (06100) ON ROOF TRUSSES
(06192) WITH R-30 INSULATION (7200) WITH 2 lAYERS
OF 5/8" FIRE RESISTANT GYPSUM AT CEILING
(09250). OMIT INSUlATION OVER NON CONDITIONED
SPACES.
409. STICK BUILT CRICKET (06100). PROVIDE ADDITIONAL
WATER SHIELD FOR 24" PERIMETER AROUND CRICKET
AREAS.
431. EPDM SINGLE PLY, FULLY ADHERED MEMBRANE ROOFING
ON TAPERED INSUlATION' ON 5/8" PLYWOOD DECK ON
WOOD TRUSSES.
470. CONTINUOUS RIDGE VENT (10230).
519. 12" KEY FORMED WITH 2X FOAM TRIM ON 1X10 FOAM
TRIM. CUT TO FORM ARCH. STUCCO FINISH.
521. STUCCO ACCENT BAND AT BALCONY FACE (09200).
PROVIDE SLIGHT SLOPE AT TOP FOR DRAINAGE.
522. STUCCO CONTROL JOINT (09200).
523. 6" WIDE STUCCO ACCENT BAND ON 1 X6 WOOD OR
FOAM TRIM ON WOOD FRAMING OR 2X6 WOOD OR FOAM
TRIM ON CONCRETE (09200).
526. STUCCO ON 1 X4 FOAM OR WOOD TRIM ON 2X10 FOAM OR
WOOD TRIM (09200).
527. STUCCO ON METAL lATH ON SHEATHING ON 2X6 WOOD
FRAMING TO FORM ARCH.
529. STUCCO ON 2X CAP. PROVIDE 1" OVERHANG FROM
WALL FINISH BELOW.
540. GALVANIZED DRIP ON 2 x 6 FASCIA (06100).
ALUMINUM ClAD.
544. GUTTER WITH DOWN SPOUTS (07700). REFER TO ROOF
PLAN FOR LOCATIONS.
567. 24" DIAMETER PRE MANUFACTURED ALUMINUM VENT.
574. 2x12 PAINT GRADE TRIM, STUCCO FINISH.
(06100).
577. TEK-RAIL STYLE 'c' OR EQUAL RAILING SYSTEM AT
3' -6" A.F.F. MOUNTED PER MFR AND LOCAL CODE
REQUIREMENTS.
591. 1X6 TRIM ON 2X12 TRIM, WOOD OR FOAM, STUCCO FINISH
a
I")
I
~
!~
FOR FlAT AREA
OF ROOF
~~
AVG ROOF PlANE
12
4r::::
~
2
SLDG 4A
3/32"=1 '-0"
NORTH
ELEVATION
The Heights at Clearwater
Clearwater, Florida
BBR
Properties
8000 Lakeli'orest Dr.
Suite 580
Atlanta. GA 30328
.0......943....0100
Parker Associates
2202 East 49th Street South.
Suite 200
Tulsa( OK 74105
(918r742-2485
TOP TWO FLOORS LIGHT TAN
GARAGE' AND MIDDLE FLOORS - MEDIUM TAN
ROOF - DARK GRAY
JOB NUMBER:
DRAWN BY:
DATE:
BUILDING COLORS:
*COLOR TO GENERALLY MATCH ADJACENT
APARTMENT COMPLEX.
BLDG 4 ELEVATIONS
SHEET
NUMBER
AB 6 OF 6
~ TOP Of SPLIT fACE
@ 15'-4"
~ TOP Of SPLIT fACE
@12'-r-4" ,
~ TOP ~F SPLIT FACE B
@ 9'-4"
~ TOP OF SPLI T FACE
@ 7'-0"
~ TOP % SPUTfACf t3
@ 2'-" ~
~ARAPET
T @20'-j"
~ FINISH CAE-@ 16'-8"
ALUMINUM CANOPY (TYP.)
~ ::~~ O~MTL. AWNING.\ I
~ISH~b FLOO
~BOTTOM OF
MASO~RY LUG
R @ 11-
~ FINISH~AP @ 16'-8" _
~ BOTTOM OF
MASqNRY LU
EflS SYSTEM PARAPET (TV? )
xx XxX V-/\I\!'ZZ")<'><^x' x x, ~< XxXXxX~,< (;!''>i'Y0x.~'X '>I'&*~'X"..('X'/'/)(X:X'x~:'\(~'X~",~ ' ^~')(xv\!\l Z?;>(X)<~XYX x x'><><~.~ ^ ?':")(3'\I\/\~~/X'>\'><.;x;>(Y)('YA..
<A )\lv.,xx'<xX)<-xY0 x~ hy~~x' Y<)<)<xJ(x;/ ><'X . : X)'y,xXxx:VXxx; "'Y.... XI I-<:><,,;X,)<V' X^xl''x " YY)<XX../'<XXX"x...,. :< 'xXXXX)C;<~y:V'\/ '/.X,x,/....X.,xQ<
v v v v v . ./',1 V "v' ',/ ......'\0, V" 'v' V V V 'V v v v -~ "\/ v v ..../0'01' V V \j'\)'\ V 'V',J.... ^,/....... "v'./' ~V'X,)'V'.../'VV V"\.I'<. ,:,A, '-./" /'v''''' "',,/y"'..'" \/',/',,/','/"'/
~~ . ~ - ~ 'l; ~ - -- l;j ~
\ '\ /-.~I" Go88~8 /I~" / J
, L"",llX-.D I ~. L '\ o. ~ . 0) I -t~ '\ SlR"ACJ:MCUnEDJ i
\ r EJLCTF<<:Ai ,- r- - \ - - - ~ - - ~- T - - I ~PANEl /
\,h1'PfUXJI . I L _ -t _ _ _ ~ _ _ _ ~ _ ~ I "",ltTILCXJl //
lMI)~ttpSPACE~ 'I /; I . I ~1tIlNItC~.~'
"~'L1'\\' : ~~'T-4" li~l ~ 'r-\\ 1-~~~ : //~_._//
~,~ // ~l ~ 1"_7 ",-- 1// ~
~ I - (-- ~ ( - --I :I
~/ / // / / / / / / / / / // / / / / / / / / / / / / / / f /// / / / / / / / / / / / / / / / / / / / / // / / ///1.;9
AA~_P_ j
1I..0CKI4C IN P~ SHAlL
IE NOH-CCIlIIIUS1IlE
FIlE EX1IfQlIStiER (ClASS
2A-1lB:) PEnnA 10 ---l
~~
~~
FIlE EX1IOIHR (ClASS
'-- 2A-1CB:) PER NFPA 10
TYPICAL SA THROOM LAYOUT
SCALE: 3/4" = 1'-0"
V////g/////1
T- I --,
~~ I I
~L__~
I. 4'.(1' I
}- MIN.~----or
EPOXY PAINT OIlER
'WIt fJVP 8QNI)
GRM
BAR
1OILI:t.~
2? DI8PS~
10
NOTE:
=~
I rMIN
~
WATE~ COOLER
CLEARANCES
lNTnEL-EVATlON
SCH.E: 1,.....'0"
EPOXY PAINT OIlER
WR GYP 80MD
TOI.ET ROClf'I ~
I.WAlER.a..olIET SEATS.,.' ~ .IG.MEDJIE1WBt IH.ICHES
I'EAIllR!D FIOl TtE FINISH 1'I.:ODR'TO 'TtE'TCI' aF 'THE SEAT.
2. GMI.. StW.L IE PRCMIlED /IH) LOCATED 5H6 roe FAClM
TtE FINISH FLOOR /IH) StW.L IE ~:u TO TtE f'UlClR. CM'SIIlE
IlW1ETER aFrGRAII1IlIIItStIIL1. 8E tr' ~ 'fROWIlE HIZ"
aF C1EAIWIlIE IIEl1IEEN TtE JWl w.eu. __ UAS SMiILL
BE STMLESS STEEL /IH) StW.L 3U'PORT A LOllD aF 2110 LBS.
AI'f'lED AT Nf'( I'OINf IlCMNWNlD ~ HClAIZONrIlLLY.
3. SIDE IIotR !E4r IJIH& ...... IHIfIIUInBIl2" fIQt MJ..
TO EDGE aF IIotR - REAR IIotR StW.1. BE 24' LONG (HlN.). t1OtJfT!D
l2" H'" f1FF aF ntE TOI.ET ,TO WAU.. SIlE EIl6E aF GlWlIIotR.
4. FU&I CON'I'IIllUI. TOI.ET~ O.'''CERS. FAUCETS. ETC..
StW.L COHI'l!'t wmi-.J. CCIlE IlEOlJIlEt'ENTS
a.. LAYATORES~HAVE.uwR'Clf'IMlIDfWaTS.ND.fIWRlW
N'RClNIMf) IE HlUfTED AT ~ twllUt aF 14 toES MS
HEAlIUIED ntE I'I'IStt FLOOR. TOE "" ICNEE a.ENWlCES
StW.L lIE MS SHOWN (IN ntE DETAL
6. HOT WATERIj! EIWN1'I'!S tRl!RUYllTClAB......... 'IE
NlLATI!D cmt:RWl8E "",,,:..1& 1HI!AE StW.L lIE NO aw.
OR ARSNE SUl'ACES WIlER LAYATOREll.
7. I'ROVIllE A ~ 'IftiI:If'fllUT~ iii IHMNGt A......
aF .. X 30' 1HE BCm'ClH EDGE f1F TtE fI!fU!C1'Ni SUl'ACE
I10lNTED NO IGHER THoIIH 4fI' I<<'NE ntE FNSH FLOOR.
a. I'ROVIllE A ST~ Cf'a;I)tw'I!!It TOMl. ~"I!M:H
TOI.ET ROOI1 ~ AT A"'" OF 19' I<<'NE FINISHED FLOOR.
9. TlPICIt.. TOILET ROClf'I DOOR StW.1. IE 3'-0" X 6.... wmt MIA ""
I'LClRIM IWIllCN' AI"I'RlMD~ ~
10. H.c. TOI.ET ROOP8 StW.L CCH'L y wmt AU.. IoI'I"l..ICAa.
RECIl.IIlEI'ENf aF TtE FUlRIIll' IWIllCN' CCIlE. TtE /lOA, Mf) AU..
OMRiCCllES.
~ "W<~ 'I ~;~"~fl!~Jrm:i!;,'~",,: >
~~ ,tii;H~,', :~; '. :lfi<(:!inimmMh ~ ilt~~Y:;:;
~~
PREFtNISHED
PVC CONTROL (" "rttN1'I"n OvS fl~l~ WALL MOlt+nED r P~TC~ / At)D of-'((o,vA'LJ ~f5
JOINT (TYP.) \ f'All\l"tU> S .1'1. t1^1 >D'" 7 SIGNAGE L1GHTS\ (TYPICAL) Of f19 . loVof!-
~~~f, S,W. to", 5. vJ, MI~ vJH'-rf, S\'l z,
TIO PARAPET
c=, c=, I c5 ~
-
9
co
T 10 STOREFRONT -
0
,
co
-.- P,....IN\
$.l-tt#lfJ -
9
\ w l WIA-h~ Q
==:l ====' ~ "6~t.A-
= S \A) 20" {)
\ FIN. FLOOR ...
L 2" x 4 112- CENTER GLAZED EAST EL =V A TION
SYSTEM WI CLEAR ANODIZED
ALlJ1INUM FINISH SEE EXIBIT
'B' (TYP.)
GUTTER AND
8" SINGLE SCORED SPLIT FACE C.M.U. SEALED
FRQH PARAPET (BEYONl\ {OOWNSPOUT AND PAINTED (COLOR VUtAtf> 13Y OWNER) -\
REFER TO DETAIL 51 A-3
. ~.
I \ -
0
I \ ,
co
... .
ALlJ1INlt1 d WALL MOUNTED SE lURITY LIGHTS (TYPICAL) ~ \==
RAIN DRIP TI
-
0
I
HOLLOW METAL 0
DOOR PAINTED -........
....
"
........-
4'lI1
~ T.O. JOIST BEARING
EL= 13'-4" A.F.F.
o SPLIT FACE C.M.U.
DASHED LINE INDICATES
SLOPE ROOF SYSTEM
PREFINISHED PARAPET
CAP (TYPICAL)
WEST ELEVATION
CEMENTITIOUS FINISH
PAINTED
(COLOR v~fle-o BY OWNER)
$IW' 1"1!tlSo,J ~t+tt- ~
~ F~NISH FLOOR
EL= 0'-0" F.F.
T.O. JOIST BEARING
---- - -.---.-
EL= 15'-0" A.F.F.
9
___. _~_ ._~ ._. ._ .____..__ ~ T .0. JOIST BEARING
'" EL= 13'-4" A.F.F.
WALL MOUNTED SECURITY LIGHTS (TYPICAL)
SIDE WALK
(REFER TO CIVIL DRAWINGS)
8" SINGLE SCORED SPLIT FACE C.M.U. SEALED
AND PAINTED (COLOR V~fl~ BY OWNER)
S t'\u..W IN WI l.A4 AM ~
CA5A&...NJU- Sw ZO~O
-
o
,
o
~ ~~I~:~ . .._ - __ - -
\.
\
NORTH ELEVATION
l'REFlN1SHED PARAPET
CAP (TYPICAL)
CEMENTITlOUS FINISH
PAINTED
(COLOR SELECTED BY OWNER)
"
o
.__._.._.~_.._.. .... .. ....
co
DASHED LINE INDICATES
SLOPE ROOF SYSTEM
__~ T.O. JOtST BEARING _ ...______
EL= 13'-4" A.F.F.
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