1989-1992 PLANS ULTIMA III SAND KEY
1989 - 1992
PLANS
UL TIMA III
SAND KEY
v'
LEGAL DESCRIPTI
LIMITS OF CONSTRUCTION
ULnMA~ PHA~E ONE
~I
That portion of Section 19, Township 29 South, Range 15 Easit,
Pinellas County, Florida, being further described as follows:
Commence at the Southeast corner of said Section 19; thenlce
N.89004'07"W., 2351.80 feet along the South line of said Section
to the Westerly right-of-way line of Gulf Boulevard (l00' R/'W,
O.R. 1766, Pages 293-295); thence along said Westerly right-of-
way line, N.31058'20"E., 857.04 feet to a curve concaLve
Northwesterly having a radius of 1859.86 feet; thenlce
Northeasterly along said curve and right-of-way line, 245.07 feet
through a central angle of 07032'59" (C.B. N.28011'50"E.,
244.90 feet) to the POINT OF BEGINNING; thence leavihg s&id
right'-of-way line non-tangent, N.67009'21"W., 32.97 feet; thence
S.22050'39"W., 4.49 feet to a curve concave Northeasterly having
a radius of 41.62 feet; thence Northwesterly along said curve
130.74 feet through a central angle of 180000'00" (C. B.
N.67009'21"h'., 83.23 feet); thence N.22050'39"E., 4.49 fee~t;
thence N.67009'21"W., 112.08 feet; thence N.22050'39"E.,
13.08 feet; thence N.67009'21"W., 92,38 feet; thence
S.22050'39"\1., 9.33 feet; thence N.670Q9'21"W., 22.00 feet;
thence s.22050'39"W., 19.33 feet; thence N.67009'2l"W.,
63.62 feet to the mean high water line as shown on the Sand Key
Beach Renourishment Project survey as recorded in Bulkhead li.ne
and erosion control line Plat Book 2, Pages 64-65 of the PubLic
Records of said County; thence along said line, N.24039'22"E.,
375.79 feet; thence leaving said line, s.67009'21"E., 39~j.ll fe~et
to the Westerly right-of-way line of said Gulf Boulevard; theruce
along said right-of-way line the following, S.22050'39fl~.,
308.80 feet to a curve concave Northwesterly and having a radiius
of 1859.86 feet; thence Southwesterly along said curve 51.23 feet
through a central angle of 01034'42" (C.B. S.23038'OO"~.,
51.23 feet) to the POINT OF BEGINNING.
Containing 3,38 acres more or less
LEGAL DESCRI PYlON
PHASE ONE
BOUNDARY
That port i on of Sect ion 19, Townsh i p 29 South, Range 15 East,
Pinel1as County, Florida, being further described as follows:
Commence at, the Southeast corner of sai d Sect ion 19; themce
N.89'04'07"W., 2351.80 feet along the South line of said Sectiion
to the Westerly right-of-way line of Gulf Boulevard (100' R!W, O..R.
1766, Pages 293-295); thence along said Westerly right-of-way li~e,
N.31'58'20"E., 857.04 feet to a curve concave Northwesterly, havilng
a radiusof 1859.86 feet; thence Northeasterly along said curve ffind
right-of-way line, 198.93 feet through a central angle of 06'07'M2"
(C.B. N.28'S4'29" E., 198.83 feet) to the POINT OF BEGINNINIG;
thence non-tangent, N. 67'09'21" W., 405.41 feet to the mean hilgh
wa te r 1 i ne as shown on the Sand Key Beach Renou r i shment Proj elct
Survey as recorded in Bulkhead line and Erosion Control Line Pllat
Book 2, Pages 64-65 of the Public Records of said county; the~ce
along said line, N.24'39'22"E., 406,34 feet; thence leaving salid
line, S. 67'09'21" E., 395.11 feet to the Westerly right-of-w/ay
line of said Gulf Boulevard; thence along said line, S.22'SO'39"WI..
308.80 feet to a curve concave Northwesterly and hav'lng a radilus
of 1859.86 feet; thence Southwesterly along said curve, 97.38 felet
through a central angle of 02'59'59" (C.B. S.24.20'39"W., 97.37
feet) to the POINT OF BEGINNING.
Containing 3.74 acres (162,993 sq. ft.), more or less.
-. -'-'"-"~.;;:-.-:--- --,',"'-:;-":-' _.. --_.,:,\-~" .::~"._--_. ..-p'..."'.......-. .:.:O>.,..-.......,....-~.~, T-----;' .,..-c.,...."..".."."'_._~~."'-,.."._'~:r...,~__.,.,'"f'.,-";:'?J:.~-':~;." "ryf'-:lr""...-;----'t: "C'-':'""-"--""~.
VICI~IITY MAP
10
SITE
LOCATION
DEVELOPER:
LTIMA
ME NT
EVEL
.
.
.
600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (8'13) 595-8915
ENGINEER:
CLEARWATER '197-S1U12 / TAMPA 223-4333
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OVEf~ALl SrTE PLAN
OVERALL DRAIf\JAGE PLA~J
SrrE I PRO'/E~J1EN~T PL..AN
PAVI~JG & DRAII\JAGE DE'rAILS
SEWER & WATER DE"TAILS
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SCALE: 1"= 50'
LEGAL DESCRIPTION
NORTH SITE
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A portion of Section 19, Township 29 South, Range 15 East,
Pinellas County, Florida, being more fully described as
follows:
Commence at the Southeast corner of said Section 19, thence
N. 89004'07" W., 2351.80 feet along the South line of said
Section to a point on the Westerly right-of-way line of Gulf
Boulevard (l00' H/V;!, O.R. 1766, Pages 293-295); thence along
said Westerly right-of-way line N. 31058'20" E., 857.04 feet
to a curve concave Northwesterly having a radius of 1859.86
feet; thence Northerly along sald curve and right-of-way
150.69 feet through a central angle of 04038'32", (C.B.
N. 29039'04" E., 150.65 ,feet); to the POINT OF BEGINNING;
thence nontangent~ leaving said ri(Jht-of-way N. 76049'33" W.,
411.00 feet more or less to a point on the mean high water
1 ine of the Gulf of !'1exico; said point hereinafter referred
to as Point ",fI." for convenience; thence from the Point of
Beginning on the aforementioned Westerly right-of-way line of
Cu 1 f BOll leva reI, be i nq a curve concave Northwes ter ly hav i nq
d radius of 1859.86 feet, Northerly along said curve and
right-of-v-JdY 145.61 feet throuqh a central angle of 04029'09",
(c. 13. N. 2500r:"14" E., 145.58 feet); thence N. 22050'39" E.,
JOB.80 feet; thence leavinC; said \tvestcrly riqht-of-way llnc,
N. 6700l)'21" \tv., 395.00 feet, more or less to the mean high
water line of the Gulf of Mexico; thence Southwesterly alonq
said mean high water line and binding therewith to the afore-
mentioned Point "1\".
(4-(r)
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N24039'??"E
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in seawall R-59) ---;__---:-_'_
N 240 2505 E
40E. 34'
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FI R. 339
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Containinq 4.5 Acres more or less and subject to easements,
restrictions, and rights-of-way of record.
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LEGAL DESCRIPTION
SOUTH SITE
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__------ ULTIMAR
-----------.
CD
R = Idc:;'936'
A = 97_ 75"
6. = 02'" 5=) '59"
cr..= c: ?4' 2(1' :<,(~ "w
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C = 145.58'
CB= N 25005'14"E
(SEE LEGAL ON COVER SHEET)
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Commence at the Southeast corner of said Section 19, thence
N. 89004'07" W., 2351.80 feet along the South Line of said
Section'toa point on the l'iesterly _riqht-of-way ]jne f Cull
Boulevard (100' H/W, O.H. 1766, Pages 293-295); t!l("ncc alOll'
said \'iesterly riqht-of-way line N. 31058' 20" E., 5r;3.31 feet
tot h e Poi n t 0 f Beg inn i n g; the nee N. B ~) 0 0 tJ ' 0 7" \'J. I :3 J. 0 ()
feet, more or less to a po in t on the mean h iqh \va tr' r 1 i nf' () f
the Gulf of Mexico; said point hereinafter refel~red te' (l~;
Point "A" for convenience; thence from the Point. c,f I'.eq; nn1nq
along the aforementioned \^lesterly riqht-of-v,1Cl'/ ]'[11(' id' eu f
Boulevard the fo llowing courses and curves; N. 31 0 rj fJ I ) ()" ];.,
303.73 feet to a curve concave \lorthwesterJy 11dvinq rdcli u:
of 1859.86 feet; thence NortherLy alonq said C\JIve iHid jl 1):t.
o f - way 1 5 0 . 6 9 fee t t h r 0 u CJ hac e:n t r a ] Cl 11 q 1 e c r (I 4 0 :3 8 I :<, " ;
( C . B. N. 2 9 0 3 9 ' 0 4" E., 1 5 0 . 6 5 f.? e t); the nee n (' 11 tan (If' Ii 1 i e <:) v i 1\ q
said riqht-of.-way N. 76049'33" \\.,411.00 fEJ"t more (>] Jc:, tu
the mean hiiJh w0ter line of the Culf of t-1exlc:u; thence :~()uLl!-
westerly alon9 :--:;aid mean hiqh W:lb.?l LinE' and j}Lnc1i nq Ulc'n",,-, ill,
to the aforementioned Point "}\".
A portion of Section 19 I 'rownship 29 South, nanqf? 1') East,
Pinellas Count'll Florida, beinq more fully de:3crihf'?d as
fol10\\ls:
Tro! ler
K
5 Wood Fen! 1 ,.~! Porking
~+> I
6'( L F
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012
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Encroehment
....~
FIR # 2168
S 22050'39"W
308,80 '
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Southeast corner of
Se'or 19-29-15
FIR
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--'1-=-', 7
-F~d. NOil~-\
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Cont:aining 4.1 Acres more or le3s and :;ubject te! easement:;,
restrictions, and rights-of-way of record.
- (S.R. 699 or Co. Rd. 208r-~------
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St.UEET
I
DESCRIPTION
BY
DATe
DESCRIPTION
CUMBEV & FAIR INC.
CONSULTING CIVIL ENGINEERS
ENGINEERING PLANNING. LAND SURVEYS
2463 ENTERPRISE ROAD CLEARWATER "197-8982
CLEARWA'TER, FLORIDA 33575 TAlAPA 223-4333
PROtJEC'T
DRWN BY
D.J,H.
9/89
ULTI~J1AR
"1-A
DATI:.
ULTIMAR DEVELOPMENT CORP.
600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595-8915
MAC 11/22/89 REVS, PER SWFWMD. PIN, co.. &
CITY OF CLEARWATER
.
. .
CiTY BLUE PHI',T CO
DSGN BY:
,_ DATE _
CHKD BY:
DATf:_
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.JOB NO.
SCALE:
1" = 50'
OVER ALL.. SI"TE PLAN
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SEAWALL
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" , - ", ~ "- - ~ -:~- ~ - -~ ~ -=-- -',/
POST
SILT STOP
+-S1LT STOP
POST
lO
o
...
'r
OACKFILL
Method of Installation
_= .;J. ~*L';.;"':i<,:'.~.~
;~.~'-"'r~.J.."'"\.c.:-l".r.-..'-.--':.~.
~ ~''f''.. y'Y,.,.;..L~~__
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PUBLIC
BEACH
, -
- - ---
--- -- ,-- '\
i ----, -
- - - ~- - - - -- - - - - - - - - - - - - - - - - -- --
- - --- - - - - -- - -- -- - - - - - -... - - - - - - - -- - -- - -
- -- -- - - -- -- -- ---- --_. - - -- ------ -- - --
- ---- -- == - -..--~=====--- ---== - ~ - -- -- --- . - ~-
C
:::l
0.
SAND KEY
COND()MINIUfv1
SOUTH BEACH
,
14- 83
SAND, KEY
CONDO~~INIUM
SOUITH E3EACH
1460
SAND KEY
CONDOMINIUM
SOUTH BEACH
, ,
20 - 35
:::l
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(!)
~
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lfl
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<
0.
(!)
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! 448
~225
54-63
3.8 tIc.
3,9
InV:-s 2.58
Inv!ow 1.58
Inv w I. 71
lnve 1.60
j-
......'
4.32
9 r (J vel bot,
T
[J/
3_ 75
I nv-s::.O:T3'-j
Inv n~ -~~__u_~
o
/lnv.2.43 18"RCP inv.2,1~
I . IlttHH 11111111111111111111 t-H-H-H-mH-t-
~~ -...............,... "
.....2-18.~2G.. -Inv 2 118 :: 4,54 24
Inv_ n ae 2,64 N
~
183
R.
c.
_.1.~
~v n 12!J cr
---~------ ---
15
I
~
4.39
Inll, n 1.80
SAND
BJ\YSI DE
KE'(
4.43
Inv. e 1.85
C
:::l
0-
:::l <
-+ -.
(!) 0.
--, (!)
~ 0.
-+
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CONDOMINIUM
ARDENS "
SAND KE:Y
BAY' S I [) E
"
N
13 - 14
iJ
.....
,
300
SCALE IN FEET
LEGEND
_'n'-""'~~='=_~.~'"""",,"""'~"___--"-_'"""'.'."""'''=''''M~~'-''''''''''''I!Ui.IOi!;,-''''''''''~;-~''''''~"'''''''"''-'"''''''-'~~
IIIIIIII1I DRAINAGE RIDGE UNE
--.-.--... DIHECTION OF FLOW
--~-HAY BALE SIL'fATION BARRIER
F~\BRIC SEDIMENT CONTROl. DE'TAIL
.,..".,........_o-.."'~_,..~;_""""'.'.-. "_ '''''''''-_~'''+__'_'~'''''~_'''''~~_ . ~-~,....,_~""""" ~ -.'--1.W.~' _",_..~_-'.'.~r_''''';''>&~~_''''''' .~.- - ._~-,.........
NOTE:
The contractor shull maintain
Silt Barriers throughout time
of construction activity.
P"''1t:~.~~
-- 1.x2.x4' STAKES
(MIN. 2 PER BALE)
HAY BJI.LE
.IAY BALE SILTATION
BARRIER DETAIL
~ .~-_.'W'~
-- V'-~- ~. -.~. --
'p-~~,~~"~~~..-ro.~ll;i.lf~:i-":~','!~=~~
-"~ --~--~.... -,~~.~-~~,~.,._~.. .'~~'------~'';-''"-'~; .="'"'"".....-...~ ..........., "",._"," ,.,....".........-'c,.......- _.~.,L"..,,_-=~~_--"-".,y..~..-'-..,_.""..~"~:;:,.~~~,,^"".':_.._+~.:.;t:;t,,=.='I'r"+._"-_...,.;,;:;-;::=~;;~
REV ISI 0."5
FOR
.- - -, ..,~.-.O,. >~..i;.;;;;c.-' *.-.,~,..._,-'--.-..,..-'-~..-;.-.;:.~.=c~.;;F.-"~;."f'~ =:'7-:'^;:'-O.-",,-"":F=:-~-=~-:-,-_:::"";~-"-'- "..-'.-;:-,o..--.-.-c:_._..c.. -"'.:"'.,,~--", ":'~-:...""_-c,':_"'."-".,_.~c'l':.::,,-r~Zt::;..~=------'I.:=-~''''''''''~''''-.er~~.::-=~=.:...~..:.::...___:.:..c.--'----'.:___._-,--~_::'.c;.._~,;,';'__''''_.:J'.'o'';;C...:!... ..a;:..-_,___~.M:::_.4.~"._...,~_..__ ~..--.... -- --.--.-,
SH EE'f'
BV CATE
DATe
DEseRI PTICN
CUM EY & FAI INC.
CONSUL'TING CI'IVIL ENGINEERS
CHKD BY:
.
. .
PMEN~r CORP.
DRWN BY.
DeSCRIPTIO 1\1
BY
IJL:fliVtAR DEVEL
600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595.8915
MAC 11/22189 REVS, PER SWFWMO, PIN, CO., &
CITY OF CLEARWATER
DSGN BY:
ENGINEERING · PLA NNING
2463 ENTERPRISE ROAD
CLEARWA"fER, FLORIDA 34623
· b,AND SURVEYS
CLEARWATER 79'7-8982
TAMPA 223-4333
SCALE:
-" ~- .....~~~~~~
~""'il~~'.~~r:....,'.-.,Jl""~~"""'1""'""'-!F~~~..-~~"""""*-..,~~l;~.-I;;lIl'~?~.-;,..x-~"'-'f.c~?"~'~
CITY BLUE PRINT CO,
PRO.JEC'T
MAC
1-8
DATE 11-89
DATE__~L___
_ DATE_ 11-89
UL:rnV1AR
V.W.F.
66llA
V.W.F.
,. -.. .e~~I'-<~.o;p.->n;:.-~.'.'r.>.__#;~~.__"If~~~i'~~~'~':rnr~~ifJ''il'ia:
~Nm-',;tr)iJlaatr;;...~,
.JOEl NO.
OVERALL DRAINAGE Pl.AI\I
1" == 100'
Vi tor ''-I
Flor
Formby, P.E. #17699
Registered Engineer
... .'.".:".,,,...,..L~..,.,,-",, ,~,_,,,,.,""-__"--' --":"' ,~.ct..-~---___ !ilia."'''''.:''''. .... -."~""'="~.~:'~""'_' _.
J
~~~~;:;:a~~'M!.i\nil$~liiri'g~lt,imm~.1,miE~~~~>iif~'
== ,...c.. .""""""_,, "'_
. ".,.,:" ... '''''~'::'':;:..'''' _" _ , _ .___ _._~. .--'- ",-""~_~;U,~-.-"'-:::_";'~'~:-_;:,1:""~~ ._",'~ ___..-::~ ." ::Lr.::::,"_'~." ~'::;:o,"J;.'-- " --,~.::.c:-o :~.--.;:;~"":.:__ "!::~',,:;:~.d';'~:;~;~::a-;;:;' ..:.I:~:I:-'cf:~-::~::c."O-?;_,~.:.o:J--~ _~:~ ~_ ~ :.C"-o " ""-'; ~-' c' <: ;:.~!..;. :';''-~-':..:.'---~,- - -. ,:-',=,':' .- _ ""'0 _._~. -.:;.._ '-,,-,.1 ," ,;;"" _n..,",,:,,-, -"-"--
_'_-::---;.7;;." .t"lt.-':::IJ",?-~-_::~~'_~'U-"T.."-::_~-.~.T..-X-:r=.:-~~_"~ ~-.-,.
"-"~"<:J;f~~5:U:l:;.-'-'_:'"'._.;=-'\':"~~'.~-<t~~~.~._~~~~~_~~~~~ue.::irW~~~~~'ai;:...-;~~;.;;;-~'r,lt7"
LEGEND
~
E X I ST.
PROP.
==:1-1::::==
SANITARY SEWER MANHOLE
STORM SEWER INLET
STORM SEWER MANHOLE
CONTROL STRUCTURE
-......-'
____JL...-__
--....,~.r---
__e__'
===0==-=
-+--,
__.J'
-'-l,_J
---
---5- -
WATER MAIN
CONTOUR ELEVATION
SPOT ELEVATION
~ 5 45
~~
__2. _
-,.,~
FIRE HYDRANT ASSEMBLY
--~,--
-..+-,..-
VALVE
J - , ~ I L
; i 1-- ~ GULF ~LVO,'~---,f ~' , , ; -' ------
--,,---,-~. .-- ,--------~ ---~"; PR~P.O~~~. ;iN:-M.H.'No.2-~- ,
I 1 I t RIM ELI l.Ot
t t ' j r iN", fL.: (-}a.39
t ' .. - ,- - .- --- ' ---
--t----.......EXISr.-SAN Nt H'. No r---- '
: RIMEL,:-S,75;: 1 POOPOSEO' SAN, M,H. Na;4 -
: INV EL N as., 1-IL2'. PROPOSE~ 1f EL.' ',Ot.. ... -... ..
.. t . . INV EL'i' 1-1T'-J- ~ :-~rE ~t -~ ~N . [L' Ie: DIll-::=-:
:. .~ ; " i. EXISTING t'.. ',l ----- ,---- -----------,-, ,,'.
!5. ,~ -r- -, ..' G~ADE ~ l l' ,-.' , -- --,-,--
---i-IT ' .. -r- :- ~,' T." - j - t - --:- ~ '-- ,---,--,
" t; - - !.' .
J : · ~ r~. t ~~. . t
.l~ - '+11\",:- .,.'. -l,----+_ - . .--t----~- t-.:----
o :: ~~~~t"i./. \ 0 ~ t.. "!,,,. ~ I: 1
--~---_.-:--'.----lt. I
~J 1 .. J~~O:L.F. s"Avc@ '0.;40% r
. ~~TsNT~~T APPROXI!.tAJE LOCATION OF " .
- "PAVEM~NT ---,-:-,-E~iST!NG--.4'-8.h W~-~' '---+--' -,--
APPROXIMAi.E ~OCI\T10N A~;R~~;Mh,e:'~~-4~~I~NqF :
OF EXISTING,12 DIP W.M, E)OSTING,J2 W.M...__ ;
_.I~- __. .____._....._.______. . -~-.-_-__
o . 30 100 150
GULF BLVD. SANITARY SEWER PROFILE
-~~
--
l' = 5' VERT.
1" = 50' HORIZ.
, i h;~ .g' ~I. -. ' --, ,--."-IUd'-,.f-
I r .-, =-~~ =- i~--~. --- .:.'----=j-...:, = ,~- - '-~-= ":_t - ,=-~,-
, '~' ,-,--,-->,-'---- ---,,-,
! i. - - _u___ - - -_..~~
. d__ ----T-:---- -,-- --, ,- '= : :'_,-,'/ _= __:=~'-'- j -.:.-...:=,:
~ 1 PROPOSEDSAN;M-=-H-:-,jo..2 . PROPOSED SAN. M.H. No..3,---"
1 RIMEl:.1.".:,o,.~,.'l~.'-',--,. ~t,--".~.IM,'EL,,",.7,O, t,.-.'.' dt. ".",
----,--t-, INv:-n'1-:--r--'W.39 NV:"'!:L:_~~_2~ _ u _ _ ." ,__
! . .... J:pIR;~O,:':', '~t-~~"!)~:-:-:':::-1--
t - -"" -- --------- ,
- -- .
!- ." EjXIS;I~G ~RAOEfr~ ' =- t -'. ==-t-~ ~:--L
· t ~ . l" ,.. 1--,. "G
-~~- '----'---r-- . ":.p-' - F ' r= ~ -
I ' , " ',-, " -- j---- -- ' , -, ,-' --- -----1-- -.. -- ---.
.._____ _ _ .._ _d__. ___ _ .
. __~ _ _ _ ,_.____._ ____ _ _.f' _ _" __
- --,-- -- -- , -- -. - ,- ',' t :.
I ~- -,-'.---,-, ----
-- "-- - ~--~. .'. - - ------_.~-_. . ~--- . - ---._-. -,' .- --~
---------t------- . -' ...~, L.-@."<foor: t ' !' -;
. 1'6'0'. l..ry--a V'\-! \), , /Q ~ ,. ---------- t,. ' " '
. , 1 , "
1 ~ '" I' j' .... 1 - _ ,-
O ~ ,,- . .'i"'''":' ,:.~~,' "," 4.'
'" ".'t . t. .. ,1 .l~ ,~ ",' , _
---+---- =t '
~ :', f-- = -- -1"- -- =t2~ l,~~e;.'p~c'-@~-,-:;;-~=-- - ::t=
, ' -- ~" ~:, 1EMP__ORARY~pduG:.I.Q.a l- ---=--=- '
.. -; - - --, ~'---'- --, r FU TURE EXTEN.SION ... -- -- . r
t . --- t - - " , ~ ,,- -- - 1- -- -- -
I ,t". 1 - -..- ~. -- ,--
. - i -- - , ,
.. - L . . .'. - I
-u · 1 ,.__~. I.
---,,,,-,---- '------'0- 50 100 150
ON-SITE SANITARY SEWER PROFILE
'.iii"''''~--=-~'''''''''''''' ~ - ~u_"'_"'"""""'''' . ~.-_-- - ---.... ~- .- --'--'~""'-
1" = ~,' VERT,
1" = ~,O' HORIZ.
CONST TYPE "F" GRATE
IN VAULT SLAB FOR
VENT AND ACCESS
GRATE EL.= 7.10
CONST 461: L.F 12"
RCP {OJ 0.220/0
CONNECT THRU VAUL
WALL AT INY. EL.= 3,5
. -
PROPOSED TY?f: "( C ~AiE ,NLET
- ~ GR ATE'r-C::-6-'3u 'U_ --, ,- -- ',-'
; ,NV_ EL> 3,60 ~ -
- - t. - ~...
i .
_______~_~_.___r"<_________'________....... __.
\
--- - - -.-..--
. --.. --+ -:.-- ---
, .
i'
, -;
. .- -- -~~
+
'f
, ; +
,+----- -- ----~,-,
5- ,;
-'------:---- Ii. v"'"
~'Y-- .. '> .:.:l--:-~
... ~ 1 ,"
-- , -t ~ 1 . ~iN, t
-~-:-......... r i2".f',\'g~Etr i-I" f: - l;f~~1(F
o~ ----l p ROP.Q.S.~ ~P,~o~..Q.~-=---
__ ;, DOME. STiC .J !, Eo F1.RE UN~.,
: ~ WAT~R MAI'r--: r :.
CONST. TYPE "c_'~, GH~Is___INLET
MODIFIED WITH SIDE OPENING
GRATE EL.= 6.30
OPENING EL.= 5.80
INY. EL.= 3.60 II
CONST. 8:t L.F. 12 RCP;
CONNECT THRU VAULT WALL
AT INY. EL.= 3.50
'.
ON-SITE PROPOSED WATER MAIN
CROSSINGS AT SWALE 11011
-_.""""'-- _.~-
..
-........
F..&;!"""
1" = 5' VERT.
1" = 30' HORI Z.
"""'~_""'.~'!1Ijin_.._~"".'_""
~'''''''''''''""""""",,J''''''''~~ - -.-____'''''...,.,.,...=>'-=.=='17=~.-~~=-~~~'="."".=~=_=_..'_''~--~,ot=
R Ie v
I S I
NS
o
BY DATE D EBCRIPTICI N
MAC 11/22/89 REVS. PER SWFWMD, PIN, CO,. &
CITY OF CLEARWATER
CATe
DESCRIPTION
BY
--
CITY BLUE PRINT CO,
G
'0
o
srrE DJXrA
....~_=-no.:,~=-"""""'~'7.<'~~~__ __..-......_.__..........*_._............__
--
.~- t ___+~_..___~.____._,~__._~.~ ...._-:-____._.L_____'--.
I .PQ.(~.:.c}>~D- S'::,O;UA_~,H1
_~ f -=--..~~~iY.~0:!.W'2f95':~T.:::.j.~.
- r:-, .. r<F'Re?0SEi)~'i-S" 'J: 5 a" HERe p;' -+
- f - ---"-1 - - r -.- .. -- . t-no -- t-- --1~-11---- --. l----- .-- ~--
t"'.-; j.. P~~OSED -rr?t:-d~ATE iNLET
- 'T -- - "r r:;:;> ^ T1C' C'I : rz! 9Q; ! --
-I' J ~-llN y-1:LJLbS '2 9oj:~-:':-T --:~
~t~- . . -+J--i-;~--~l.......
51 ____~i~ :~~_tJrIiNr"'lRC~-
-------r-- --,.,~'.' +.1.. ,.JBiUd~'L J-L 'u_ ,!',-,, --
,~t'l :,-Cl!€ARANCE,' 'un_
01,' . .: j !f:.~{-8:?T~MA1;~S) ..,.t. ...):..
., : -{--fi=='PRO?OSED.;------r--~r'-.---
.] :.i ~,. 6"F,R-EU!.IE ..1 .t'..-----
~ . ' . ,
,~--"J,l- ---:'i$~btillic ___~_u,: f-----~-,
1 V.AT €R MAiN i
~- , .--
, ,
F:..U.!'..I1ll.!!.
Pl!l. f;f~tt.lelOont
Sl.iplllilliO!l
PR01~.?ED
c
x
I
E
M
F
F
u
L
Illl\
-
'---- ,;......~" ".0.... ~ .. ;{..o...... ".. :. ~(>ill [J!I~ -~ ,;-:-~B "t~-~l-u-_--ji~g~~~~"o~C8~~W~CJ~~ OFF~SI
-- - - -~i-- - - ~ .i~-----".c'___~ ____ ~~-:-_ __"'..',,"~~-~~::.--c:- -~II-" U . . '. Ie ~ ~,.jY,..t'~.1:'7 -1
~D =: ..." .......... .....:= ~l ~ ~. _ DRAINAGE AREA - w ~\(~e:
6--------- I-------~',_,_~__,.. ------_____ I- __ -Q;,..-- __8..QUNI:li\RY FOR CITY ~~, .~~ SWALE "D"
~a.~ ./:I..'! ~ .~-----=-:~"-"-~. OFCLEARW~R - ---:---_ _~ ..~-!>-,< ~gf.tLL:Ng
~ 2 ~ -"\~/' - Q '-\:-)..- ~ 21~' - ~ ~ ~~- ~.., ~ CONST,_I'iP1_Ii,~._"_G,_f3_,~._T, ~__IN'.._ LEJ
5----------- .::::::.::::=: ::-w---...;...;------------"W-,-- :'---'-.:...~---~ ~~----------________ ~y~O--...-..... ro~Q ~ ~":~- MODIFIED WITH SIDE OPENING
Q : ,-: Q : :: ' -----.............. - fC~ \, - --- --- ------6 GRATE EL.= 6.30
" ro' OPENING EL.= 5.80
rl <1:_.' - . -;:-' .... -, <1: =' " 6" FIRE . roo/ I INY. EL.= 3.60
~ ~ I ..... ...... ~. ~. ..... ..~.~. PLANTER (TYP.) ;'nm L1NE~ ,,~y. CONST. 50:!: L.F. 12" -~~g~~~~DA~lrlMBLY
.. .~..~... .~ DUMPSTER NOTE /~. ..y /' :::7 ~~l ~g~N~rf~rru VAULT
...... /\. .. ' .~ .~gr'1fE~~f&TRR~~~~Lf"f;1~~FV;;:~ -'~ I j;I\1\ WALLATINVEL=350 --PROPOSED 6"
'''. ,. It '. VENT AND ACCESS
.... : 3 DOMESTIC L./ 0 Zwl-j
.. . ":' " : " , "" -- '---- WATER LINE' ,,- ~ ~/ I GRATE EL.= 6.80'
-- ",- . ------CONDOMINiUM DEPR~SS w.-r., '. ll.!:: V ~
" I 'iT A f-- D jY -- PROPOSED 6'1 SINGLE
.. "" " " -- BUILDING TOWER / TO 18 CLE ~~ :: : w 0 CHECK VALVE WI BY-
' ,,- -..... ',........; UNDER STORl'!I! ~ '\. I
"" " " _., ~o;/ . .., . '-.. / (SEE PROF:~~E " .. G..ro It' 5' PEDESTRIAN EASEMENT ~S~L~1~~RA+~~ CVEYE
7..... -"",,,-.....,, \,,If .. o. "'", / THIS SHE" ~rs - H -----10' UTiLITY EASEMENT BY CONTRACTOR I WITH
....."..........0 "..~' ..- ,.. U .'1,.0/ GUARD POSTS;
~~~--~ ~_, ,00 ..:~".~,:OO :i'<:~~yo/~o ..o~ .. : /~ EX ERIOR WALL ~ ~ ~c ~~I~ ~ ::::~~E~~~~ WATER MAIN &~tE~~:~~~r~>l{~~'~
j;;., () .1.. \ ' ",. .. t ()., · · w. ,I, GA,'AGE STRUCTURE'(" ~ / CONST TYPE "F" GRBE:___u~S~EETl
.----------. " '>'\"~ .. ~.. \ a. '...~.. l~ .~ u~_ ~, /' /)1 ~.. t::,/o'Y~-IN-VAULt SLAB-FOR
\ [j' '",,;.~ '. 6'. \ ,"".b I~ 0 I- .~ fA ,... Y' ~~~{EA~E.=A~:sE~rS
\ ~. () l' '7~OO \ ~,u L ()'::c~:v E~oE 0:> :~ K/~ AY = /1 t ~ ~_ u___uu -
\ CONST TYPE "c" GRATE INLET
-----~---_._----
MODIFIED WITH SIDE OPENING
',)>.0 GRATE EL. = 6.30
,>~:' OPENING EL.= 5.80
I ~~ I . "', . "~"'" \ ' FIL\TER BED WITH CLE~NOU)T I'--...... INY. EL.= 3.60
....JI- I Ie: \ (SE~ETAILS; SHt:::t.l NO.3. / CONST T'1 PE "F I <SRATE ,I -........... CONST. 8t L.F. 12" RCP; CONNECT
;i~ / ~;~': i~?;~\ : \ . __ / /__~/ER U/C CLE~NOOT FO~ ~ .....1'-.t- THRU VAULT WALL AT INV~ EL.= 3.50
30:: ",/ /~!:~o =_1\ \ / DY>VNTAN~A~E~ ~H, I~,
o::tn.....-/ / -= ','tJo/:= ','tJ~ \ - CONST. SAN. IA.H. No.4 G ~ATE E:.= .70 u "-J ff71 I '---. SWALE "c"
-- 0w I Y i Y \ 41 FROM PLANTER . --- )'_ h TO.B. EL.= 6,30
~~ ~ ~~~O ~.I='j~"7~'?j ~ \ m~ EEL~;=(~~'8.T7 _ \{IS WALE "i " - .~~ / /5 BOT EL.= 4.80 " "GRATE
X4 ~ = ' ~ '= . v = ~ I WITH STUf3!-CUT II, T b.B. EL. 6.3, ,'" / CONST. TYPE F ____.,___
W<D /,,---0-: ,', 0-: J FOR BLD~/SERV. B bT. EL.:~tt..~-:) ,LRIDGE / /~ IN VAULT SLAB FOR
'D<o/: 1= :,' LA I '~I ~JY--' ~ . L1NE..-/ VENT AND ACCESS
~ % . - I [CONSJ,,~O L.F. 8 ~ ~45 775 ____I----t GRATE EL = 740
<0 I. ro')' '\..... , , <1:~yi.= i' J~ ~l /, .. PVC \...~'O.40o/o. .~.. .. - .. (.ONST. 28 L. ~. '- .~. 1/ ' .
... .1.%.80 d' _/. -tt~ll.J;.-. ' IL / --!--~ 7 7 24" RCP@bI8%"!I' / /,--2" ~ATER M;--~;RAT' PROPER~~-'~INE
II \ -- - IYY' - I l..-r.r/ - / ,I' AND 2" BACKFLOW PREVENTER
CONST. 160 L.F. 8 ,\ - iJ ,~) . \. _
PYC (SDR 351@0.40% 6-------\)~( ~ ... 1_.vY ...... . ..' f ~~71 <,:'?f i / CONST TYPE "F"IGRATE INLET
~0;it:~~~i=H~:0~~~fLEE~~%3 ~~~ ~~,~,:,~,';;,!";' ~~~:<;~::.~c Ifu~Air~~=;5~~~~~~i~)D)~
WI 20' STUB-OUT SOUTH '~6'~~~lgr" ~,<,'-" ~f(,':"'H:: !~ \,:-i< ~~ ..-:.f ~ / V. ELE\lt~TION
FOR FUTURE EXTENSION D~""'" - ~ u I~<> 0bfr t:: I /y Y Y Y Y -r Y \j -- ~-+'~I_ / c....'.-- ,i-j......~_n_~~____R~~T~)~H
..-----. ::::::.......... if i' ,i ./ ~ I \W', -- ~-~ -':., ~;~-.( . 1 A A ^ ^.!. 1 ~> Y1J, _r 11';0. _ / !.\ 7i/ / ~~yN~~~~N6;OL STRUCTURE
:.-:- :',',:: '.....::...',. :':: :'::: :",::_:,:: ';:,: ::'::: '.'- : ,',:,'-': ::' ::'::;( '-:: :": ::':': ',; -:-;':,: J'(.,~",,<v ""- 7,30 ,\ :.':;" ~ Y''':':'~'_ P~OPOSEd,'5~ .C.QNC~~Tr;-'--"S.lPE.wAI;K:L:,~:~~'::=_,~:~,~~':,:__:,:::-~j'. '.:: :':':'.<9 I I \(:':':-' ..,.:'."... v:.: '. . .Lt..- -IN~, E(~~9~~ (SEE DETAILS, SHEET No.3)
,--, _,;-EXIS1 .;B'7i< ~.. _ ~_ . 25' R.- 'i! . \y, .l.. ~RE:.GRAQ.E EXISTlliG SWALE::",--~,.,. I. - :... ..; - ,-, . '- ' -. .. .......--_ . =-~.__-.~--5 PROPOSED FIRE HYDRANT ASSEMBLY
- ~ EX I ST 12' W M -~........ EX I STSWALE-n~: ~- ~.::.....--.....~~) .:& ~ =-~ ---E X I ST-sw;;~fJ:- ~~=: - ::25' ~.7'~'y~,L I ~ -~;; .~ -:- -.c::"'" ... .~21 O~_T.A PER __ m m m-j
- -=-~~. -1 ,i' ~~g~~~!f~td~~lBLY ----- ~~-, --~~(~?~i.$Daj~t~;-("l-nl~--'. ~~~ . 1-/1)- ._1,,- . .. ~ ...~ m.............m ~_n ._ __ _ ~~--~n~ __ ...._ un n' ... .nJ _
6 -~ -~--~::~A~:~~~~~CROI-M~ETL~.S=:7:.0-,iM-:~:~~G/UL-F--BO--ULE-V-A~R~DC~~~1~o~DO~~R~/~W~7=~~~~\m-~~~H~Z'~~~~~~~OOM~ff~~~E,THISSHEEn
- - - - A : MODIFIED_ WI SID~_OP_ENING _ _ ,_ __ _ ~ TAP EXIST 1211 w.M. (TAP BY CITYt FEE BY CONTRACTOR)
- - - - - - - - - '11\l't.tt:::-t-}i:),~ - - - - - ~~ - - --- - --.;;?'"' - - -- - -- - - - - - - -- ~R'ATE" EL=6.10 \
-------, ----- -- -, ---- ----------,..,-- - ------------ ------ ...__,....;L --'EXIST;2~,;W-:-M-7--' ..,---" -' _d 'PJv~~lt~ f.rO=- 'L80, ~ _ _ _'___-=_ _ ,-~-:c-: -~ ---CONST. 20 t L.F 19"x 30"
f 1=-=1'---- r- -- -- -- -- - -- - == ====== = == = =-= ,-=--= = === -- - - - -- - - - --=I, 1=- HERCP @ 0 250/0
==-===-=~:=- , "1- --" - ~-, --=-=== - ----~-'------I----, -. '-1 --- -1 '-I - -t~ ~T~X~SitS~~ii:(",;;3~XIST~~~ .--.CGMOROA~T~E~~E6Ly;/6E-S3nol?;i'~I~NAv~~EIL~~3L.E6- TO* - - ~r~S~(~t~~H/-" .
I I I 1 I INV, EL_ w." (--)0_73 (PROPOSED) .-:.. . '.'-'_.. ,,_. _____ INV EL. E.o (-)0,52
,-- -, --- ,- --, ---,---- . 1--+ -.., , '-j'. ,- ,-" --,--, ---- -- - -- -, OP-E'NtNB -EL - 5. ~ 1 NV EL W : (--) 0 61
-~--~,. _-~-,~~=~- ,__~_ -~_~~, _~ ~,'-',,-..--~~..~~,..~~,-_, _' ,~,~~I,8~YE~E_~T I ,I ,. .1 I .'T ~'"'-n_~_'~..,,_y,--,__~...~1A8utiwiJ:~--~iP~~~r~~,~:Jo--_,_____~-~,~:~:_L_~:.~.~.:~:~~~-~--"...--~-..,__'----"--'-"_""'_~'='~~.~---~~=~__~',.".~~ '~~7...C' , --7~..'~m'J~.~---~'~~~~c~_~~,,:','.'~HT'___~~.~'~~~'''',.'
PJ:;lOvJE CT
T
CONST. TYPE "F"GRAT: 1~I..ET=\--
GRATE EL.= 6.60
lNV. EL. = 3.60
lOIIJIIl; 111~;TI\ICTt
V'-lt.',"lflL
U!:L I
tleflldOI\Lial
(.I. -/,\ fI';)
LOT !-YE^ {~;'l,l'l. n"d ^cn,n)1
Cr09!l AI, en (wIlhin P[O.H~[ty llnefl) t
o
30
li/ll
90
15
60
1 (17 , ~\ -, J ';. r .
...---...
APPROXIMATE LOCATION OF HIGH WATER~.4ARK
'" SCALE IN FEET
----- .----... ---- ----...-
'...--- '" ---... ". ------...---
---.-. ...---
..,--
'10~.) I J
tie\. At'"n (Gro"" lIdllUn 01 ~jnx. lor
vtlllJcI11Hl nCC'Cf;I1Wnyn) 1
11/1\
1 1 fj , ~-JO) !;.,..
II/ll
1.01' \<1 DTII I
fl/l\
395 t 1;
LOT DEPTlI,
5---------____ ____ __ ____ ___ _ ______ __ _____ _ ___ ________ __ _'--____
~.
C::I'
0<< :~fC MEAN HIGH WATER LINE PER BULKHEAD LINE ~,
.....q 10' AND EROSION CONTROL P,B. 2 PGS,64,65 01(?-<>.
,(",'-' " 'R "Jv
6 - - - - - - ~ _ _ _ _ _ ,_ _ _ _ _ _ ~O ,<-0'
-- --- - ./..5.;''-'"
II/^
----
J'/ IHJI/\(:
--- - ------------- --- -- - -- - -, --5
llEIHiIl'Y (Duned "" lIet (lcres) I
BIJI UHriG COVERAGE (S'l' Fe, (lnd Z of
Gross Si\.e).
t~olle
(<), 4 \) ·
I" . 11 (, (;. f .
'(~)-:-;r\p: {--
'/:1, '1')/ ,;. I' .
L'
~ '?' '?
~O ro'?
o "
~ 0:-
0/
~ C::I',\
~ 0 ro'?
,(",0 "
~'----6
~EXIST. SEAWALL
GfW~!; FLOOR ^I\F:^ IInd I'_^,R,.
t~nno
SF-TII^C"-:' (Also include dll11enr.l()Jls
UI) site- IliDll \1[.8w1I)g) I
Front:
IkHl{~
TE PROPOSED WATER MAIN
<:ROSSINGS AT
IN.E. PBOPERTY CORNER
Uono
:10 t
fi i(le I
NOllo
20 I ..
Rl'nr:
NOl1o
] 50 ~ ..
nctwe{~ll 5trucltlren:
~m-I'"
~~
1" :=; 5' VERT.
1" = 30' 110RIZ
\{A TUU'HOtIT,
UOllO
SO' ..,.
Si.de;
Rpf1l:
NOlle
2U f ."
i1EH;II'l' ,
O/fI
1 '14. 2 ,; , .
With Honor. ProvislollS(.\f I\Pl'lJcnhle) I _11/1\ ____
N/A
f'AVU) VElIiCULAR ^IU:A:; (51[,
Z of !lito):
(10\ )
2<),110 ". f .
FL, find
IlOilO
5.....
...........
--.....
--.....
.....
.....
....
......
.....
.....
.....
-.....
.....
"
unll !;PM:r;
TuLn] [or the Lul
1 of Bite):
rJnno
(6.9')\ )
11),:i<J6 n.E.
(S'I'f\., (\nd
For LlIe Frollt Yilt'll (:>'1 ,F\.. (llld
1 of requlted [cont )'ilrd).
1'10110
G,770 r;.f.
llunn
11 f 26(, B b r. 'fI,."
Clenr 51'nce (\Jater[ront Property).
NOll!'
24,7')2 ".1'.
Exlerlor PerJllleter n\\Cf,'rSl
6.....
...........
Pnl king Lot lntpt_ilH- LHnd~.ll_-!lpillg
(Sq J'I,. 1\,"1 Z of I'l\v,'d y,'I<i\\!ll\l-
n[l'HC; nl.ffo. li(~pict OJ! ';iil' pJnl~
d"n\.,in~ by hhlld.ln~Jt/cl.oljf; hatchJng):
N/A
.....
.......
.....
--....
........
.....
-.....
"
II/A
Nono
]014
f'I\1.f.tlll: \cive nppl.icoble [Olrllllln):
'itlWLH utH,V
.. Ti'\i!,!' 1\1/1' l'ftllhlljl; HECK CUVEIl1\GI,
... vzm, CUlHilPUIl
FLOOD ZONE NOTE
This property lies within Flood Zone All (El_ 11) as
depicted on FEMA Insurance Rate Map Community Panel
No, 12SCl96-(J014B, dat",: .June 1, 1923,
8-------
-----
-, DOUBLE LINE INDI-
CATES VAULT WALL
BELOW PAVEMENT
SURFACE
GE"IERAL NOTES
~~~~~-_.~~----......,.......,-
-- --- - - -~-, .'~' --"",,,~ ~-~, --""~
1 .
All COl1strllction to .:omply with City of Clearwate~
standards, an~ Gr other applicabl,~ requirements
~
y
~-
2.
J. l~-' \.=: (-1 t:, ~~ d
No 6tru<:~~~l~_"':" (l2"
or greater in height) will Le
6 e a w 2 l:~ ,j
(_J :. ~., h~:; :.: _ -3. 5 t ,3. 1 c!) n s t rue t i ;~! ~ C r.) n t r () 1 l i n ~ .
M i r: i;rjL. IT.
E; ~~ t t. ,} '= ~l~ ::.
will
t:e 'prev id,?d
fi~: r
,'ill bui2.dings,
-),
in::: .1 u l~ L r~;:.5
r"2gd.~ r~(: 2,c
ft.
.... r- .-
'~.ll ~
tr-JE~ter~ fr"='r:~~
m~~nl;num
6 t~ t ba i_:'l{~
CQ,~ST. SJ_Qf{M M~t:!~ 4
RIM EL,= 6,00
INY. EL.. w.= 2.95
(24" )
INY. E:L_ S = 2.95
(14" X 23")
INV_ EL. N,= 2.95
(19"x 30")
Si}1;l3 ::n']
halls are
1 ,~ n :~' ~ n g ;'
Sl.lt)je<~;' ~,(-.
S;:. D c~ :"~ ,~l ~ ".~~
:.- ~:- './ l ,:~ ~.;
and
F' f? !~ m i ~_: tin g
prf)'=eSS8S.
NOTE:
S tor TIn,) ate r r 1I n 0 f f fro m e 11 t ire sit e ;] rea t [) b e
directed to detention system vault by internal
building plumbing systems. (Refer to Arc]liLect's
Plans.)
CONST TY,EJ~__'~F" GRA1~_
IN VAUL,T SLAB FOR
VENT AND ACCESS
GRATE EL.= 6.80
rEX1ST ~;;M MH
II TOPEL.o57i
, INV S :: 1.45
I tNV N : I 62
! tNV. E : 2.63
\
\
\
I=~' -.::c-:: =~ -:= -;~: -= =- =,' =f
n
Ii
;1
1==== ==~
II
Ii
E X I 5T STM. MH _____--....M)
TOP=567 'r
INY. W : ,248 II
I N V E : ,2.42 JL
'T
,I
.1
,I
,
"
EX;5i
SE~;..WA~~_ ..-'
/T = '\;= :~~-=u -~=~
i~\' : (J 67
.:::'!t..:. t...::,"" . ,.'_ _w' .~,- .:: ',-' ----.r,; -.--- ".,"\'-'~ ::I:-'I-7w-;J"'l'"'.?,"-' ~ ,_,' I ~ '
FOR
DRWN BY.
MAC
12-89
ULTI1V1AR
DATE ._
CUIVIBEV FAIR INC.
CONSULTING CIVIL ENGINEERS
ENGINEERING · PLANNING · LAND SURVEYS
2463 ENTERPRISE ROAD CLEARWATER 791-8982
CLEARW A TER, FLORIDA 34623 TAMPA 223-4333
ULTIMAR DEVELOPMENT CORP.
600 GRANT STREET
PITTSBURGHl PA 15230
TEL. (813) 595-8915
.
. .
JLS, __ DATE ,_
12-89
DSGN BY:
srrE IMPROVEMEf\JT Pt.AN
12-89
-------
.....-
1::E-MU..1t<:kI'OJ,,"iI'~'~~~~~i'4~~"~Wf'../l!I;-<~=1'~X.lBtfSt~JSliIEi~~~'
V.W.F.
CHKO BY:
_ DATE__
1" = 30'
SCALE: _
Victor W Formby, P.E. ~17699
Florida Registered Englneer
Hf'lIJJHLLi
,( lljn, __ '<.~_-'-I". x_~)
"11\
i 1/ fI
11,/ 1\
filII,
1 1;(lf(\,'(' ;'. r.
Ii"" ri
11/ A
rl/A
n/^
1-1(1' A
Edl' II"
lot ""
1 ~'Iq I "
()I)' .""
/1 I' "II
) 1 0' ..
IliA
It/A
'J (I,
"11\
tl I"
11/ !\
Illl\
I . :. r) / f J! I
SHEET
2
OF 4
.", ~::;F'i!8f_n'iIM.!;f,,~;:or~r~~
..u::US N C.
664A
"""~'~"'~"'-""-"'''"'"''~''l''''",''''f."')t:~""O''~,~.~::;~;::E'''':'~~'''O-'''''~,_"","","""'~'" ,=-'-^"'=.. ":::',-::~;:
.,,~-'-!V""";t::F.:"-:r;r...~;;;-.,~",~-,~-""""-""~'="'--P>-"~~'''-''.c~:''.''',,~r;'!Y~-_"""-<~t ~~4~~~~~1'!!'i:"~"W~"!l;~Wj~:~<&!":~":5~~
J
-
.....-.-.:.....,.,
_.m:
-~:in:/;"-'~~~i . '''_'_'=~~~1li__''O~~';:''_='___~_...-.'''''~_'_-='_''''''~'''~"~''_~_~'---.:e:'">.-___.~.."'...,,~"'lO_ ""___:'J: ._"'_o.~. -.-.:!;,~::;.;..:~&__. "-;>
~.~-"~.~,-~'''-. ..n,____--.-~--~~~__l-__--~~.~---"-.--.~_~_~r-'~,__
-
.,..,-..'..... C{m:Ji"'""'__- '.,,-- ---;- "~-:;'-~';'l"'-'-"- "',...r"
..,,- .-. ~:c....=__.::;-===.c~~:-~~.:,:~.:.-.- --,--
-,J,
50' COUNTY R/W ____________
-I---PROPERTY LINE
, 6'
I '2.2''/1
I
PRECAST CONCRETE SLAB.
REINFORCED 8" ~MU WALL WI I NO.5 CONCRETE CO
FILLED CELL 48 O,c, a HORtZ, MAS, REINF. - TYP. "CO'
PER STRUCT. ENGINEER <;:;j~ ~~.
.
2' - 0" D1A. ACCESS 'MANHOLE OR GRATE OPENING
( LOCATION AS SHOWN ON PLAN) '\
2' -a" WIDE OPENING
BETWEEN CEllS
i 3'
12'[~'
PROPOSED
TURN LANE SHOULDER
I
4'
'.-
4'-+
2,../1
,
12'
EXISTING
SOUTHBOUND
LANE
~
== === :::::::=
---
----
"
~,
"'-I'
19'-0"
2'-
:::::::::::::::::::::::::~:::::::;.' --:::;:::::::::;;:.::;::::: -,:.
,........'.-........:.....;..-. .
-==-.:::::.... "::::,,
G'<:-~.,,~V;> ,(:-....., '?
<vV ~V
~'-h
'n~lI~
~'.:"": .~...... :-:..i:.f#_:....~::.~..;.#_.:'.r":........:~..:... :.~...;. ..,jJ.-..'~' :~:
---
4: I OR <00 4: I SLOPE
,,- FLATTER ~.
~ 3" ASPHALTIC CONCRETE, TYPE PC-I
~IO-l/2" BASE,COMPACTED TO 98%
"" MAXIMUM DENSITY PER AASHTO T-180
"'--12" SUBBASE, TO LBR- 40 i
NOTE: SUBBASE MAY BE DELETED IF BASE
THICKNESS IS INCREASED BY 50%
"
-.Jv
--::,,'1>-
19'-0"
PROPOSED SWALE "B"
(SIMilAR TO SWALES
l'A" AND" D")
40' - 0 II OVERALL
SECTION A-A
TYPICA1- VAUL:T SECTION._
N,T,S.
NT.S,
II' O/A
*PRE-CAST CONC. SLAB MAY BE FURNISHED BY
"FLORIDA F-ILEGREE INC." OF ST. PETERSBURG,
PHONE NO. 526-9017. FOOTING, WALLS AND SLAB
SHALL BE DESIGNED AND CERTIFIED BY A STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF FLORIDA.
NOTE: EXPANSION JOINTS TO BE PLACED
IN Alc PAVEMENT OVER VAULT SLAB
AT ALL SLAB JOINTS IN ORDER TO
LOCATE AND FACILITATE FUTURE
SLAB REMOVAL, IF NECESSARY.
..:;.0
<::)'
'--v
,'--
0-
.
.',",
6'
''''-I'
Grafe
i. Width Of ~
I Siot I
8 ...,
I
I
A '.~
L' ~
I i
WIdth Of ~L i
Siol i
$JOI Depth
12"lJnless r n..'67'Z!:nIn)jkdN'd"h'..rJ!lI:,...l
OtherwiH -1 : I I 'J
$l"lcwn On i i .j
P J : I" ·
Ions _ ': .'
I .. , -';: ::
.., I' :,'~:
\ -- '.:,--
" .. ",: ...:
I ., '. ~ .......~
-' ':.-:
.
~
=r
J
A
--1
.'
_l>
'-
"
-.Jv
--::,,'1>-
.
,. .-
SECTION B-B
l
8 ,..J
PLAN
SECTION AA
SECTION B 8
NTS,
NON- TRAVERSABLE SLOTS
RteOO"mlnded ~ Pip, sae:
2' - 0- Wo:t - 18- Plpt
-S - I- 'ifcjI - ~ ?i-p4
3' - 4"
~f---t- O.-1~.k
i 1~ ;:11 '. f--- J
. Eye Bolt
~ 1'[2.0. _ Lr Set lndu 201
1 No. 4 80rs
3.t" -{h==:::::;::=::::d..f- 0 12." C Irs,
,
,
i---
,
i
'r
I
s ,
IOl
tI
-.-j
,
---L-
SECTION
PLAN
O.O.T. TYPE liCit INLET
: JA
~ L-.
l
--
~---~ ~ ,_. ,~~~ -_. ---
..
";<r
=~ '" -- --- -- -- - ----:-J
--~ --r=~--i----t---- --.~' ~
~F -t ~I~
~.. .=:;. ~ ~;: =-.::;: -::- ~-=- --== = -:;;-- -i--:::; , ~-
-~
I
PLAN ~
/-
r-
24'
I
-~-------i
,
.~
'oJ
;. _ 4: 0-___ __.(:':-~~"_9,_~O"'--'9 "Type V
- ~TOO: :oses,_+o ~;... "'Odi~~.' ~1
"'==--=,'=~r ,-= - - -'1=--- '"Ii=' I.
' 1. "I .~__id.
=w=- -==---'===-= .~I ~ I : ~ f ~l
~. ~ "0 :it <I) ~ j' I
-- ~ :~~~ ";~I
--, ...., _.;g.,,!a all-
'" .. ~.!-Jt\t..
,.... .;'i::;
,~ Lh-3~ ,z'Cfr3. ~ ~ ~ "g ! I I
U".-c, J
IF!~. ~:~~l'~ --f4
.- Tool f:dses ~o '!~:i:odi:-: :
.------
12'
r
....... 1/4"lfL
.111
-----
ASPHALTIC CONCRETE
COMPACTED SUB-GRADE ~/
PAVEMENT SPEClFlCATIONS
BY SOilS ENGiNEER.
:;ECTION AA
SECTION BB
TYPICAL ROADWAY SECTION
0.0.1. TYPE "FII INLET
!!i!l!ll&...lI;a:;. .-.,-------..-
~""""'~"'_&~-
'------
25"
:~[~#,."."
LlL~2
I 775" I
. .. ....j
.
$/ot ':.
.
.,
...' .
'.' ~~ .
(- ,
.~
t- -
3"-4"
,
...l
I
100'
.. , ...
, ." . .
: . '. ,-..~ I.. ~ :~ : .,
::~ -:. :~::\.:.. ", .. ... ..'
. .
.."
. .
,- )101( .f't~F. PIPE
TYPE A
REINFORCED CONCRETE WHEEL_STOP
~"""'__'_"""""""-_-"""''''''''-''''''_J~'_ ~.....--..,_~' ,.,..""""""""._,._.........__"-~ 1- ~~"'R'_"'"""..."""""-"~'"' "'M~~
~'il!1'~4!'ji'd!'~m~'T'''..'.,''..-.--~,. ._.v~~"'.,~g,""'~. _"'"'''''''Q.-.""'''''''''''''''''''''''''''..;<:."...,.~.-..''',-..~.___~_'''_.._.~~~~_~D~P."'_'''_._....__,,l:,'~u-'1_'~_"._'.:"__n_-"'~>.~..,.-F'>'__~_.,_'I''V''>,.-'..~.__.~.__..__~_..~~.~. -c.-..-~......:-_-_......-- _~....._
~ \
. ",:,:,..,,"...~....;..;.;~.::-'~_ ................' _;l....'_._....".;..;.j".-.~'....<o .-...;.;.,4t...,.:.:;~.:.:.
R IE V
ISIONS
.----.-" I.'.~'...., ------, ,,-..,----~ --,~ ---- ---'----- -,------,~--------~
BY 'DATI!! DESCRIPTION
CUM E'Y FAIR INC.
CONSULTING CIVIL ENGINEERS
FOR
BY DATE CESCRIPTICIN
MAC 11/22/89 REVS. PER SWFWMD, PIN. CO., /I.
CITY OF CLEARWATER
CITY BLUE PF1INi CO_
.-
.
.
.
.-
. .
",-~"-"-:,'7
-.-..:--..:_~-~~l.>.''-'i:..:..'._...:__~->-_ ~ " _.;;.::.;,_.;;.:: ,...t
-"""'-1:.'(._'.. .'~.;
" ..SO';..."":t..~.,.'.:~~__~"'~~A<_~"""'"-..t~......~"".,,_....~""""'~d\.~""'-"'"-~~~~~~"..~~;;;;n;~_.;l:.w.;!;~~~~-=,;;..~-~~~~~;~~:;;i;.,-~:;... -""~"..~~,\1....;,:~._~,~~".~__.....~<~....i,jl1,,~.............,o-~~
" -<1(['
6" U/D-,--.
~
SKIMMER~ .
tl:JJ_~_ ~__:Ll
1 I
I I
'I .
! ' --'-.----l
I ' " : !
~--1.J 2Y4" ·
8" I
,~.~ i
'.. : I
<.OJ
I
-..-:-
VAULT~
WALL
. . . .
7"
, . <q'
2VJ_
~rt--J'- '
-------- t.., ~.ma..
3'-0"
o
-I
$~I
I
I
j
I
i
;1 ~ ..1
rol
L-
2(-2'1
1------ J
. rr. +- 1 I-=-~
litfi!~
I
L__---~-=-1"
I
I
I
I
-'_.~-- -----~.~
~~~~:~7~~'~'~'~1..~. . '-'1
.~ GRATE
/,,24" RCP
, TOP EL.::6.6t
[..:-. "'ff "'w" ," ""''''''''''''''''''''''''' "'177;{;,, "'E .
.' . DHWZ5:.2.:?3 _ '
,"'
MIN.
/-1/2 OF 24" eMP
SKIMMER
1 f) iJJ1IIi1 ' ,
""---
I I
C~~-d
. WEIR OPENING!
I'" I i
~ ' I
6" U/ 0--(-'---,'"-1"\ _.i
I.:'," ~--
L.. .
WEIR=4.0
..
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CUM EV & FAIR IN
CONSUL TINO CIVIL ENGINEERS
ENGINEERING · P~A~t~!~G
2463 EN'TERPRISE ROAD
CLEAR\V A 'TER, FLORIDA 34623
· LAND SURVEYS
CLEARWATER 797-8982
TAMPA 223-4333
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ULTIMAR DEVELOPMEN~r CORP.
600 GRANT STREET
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Victor W. Formby, P.E. #17699
Florida He istere~ En ineer
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MODiFlE:D TYPE: "p" INLE:T ___ - --J;;, PAVC('v((:::NT ( . ---:J. \.9~"v<<.?J::.' ~- -J!et:Cfit. \:'p ~ ~~UJ~. \tJ~ '. :- :-. . .r.. .' ':. :. UF:>OUT -::-""'- ~~_.J.-L*,,"3 ',~ .7 I: -: ) '. '. ....... M 1--L1*~,
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\.E:,=3.~O(w) ~~.~~EDCNDSCCT ~7 GULF --,,\O-12''x.e5..''1&-em ~~-\-~~~.. ~~ - ,,,. ~~ (/.L~o/.......X?::I:":~E)(IS-r,5'SIOE:WALK~ S225039W:.........:..:,..:..:....~...:...:.:
~41(N~S) ____ ION N-------= BLVD ~&f;flfJ#f;yeliJI~ty/o..l{)l.9"((?}. <---~f~___txX~ ~~_.. /,'" _ .S' ~-L \ '9' I ,,;~:/,.
ULTIMAR - PHASE 2 IA& ------ ~S"M. '<<j4 (iOey%cR"'o ~ <:>j?";,~~<j.~~_ t<'----~%'V<1______-=J-~-,L_____ ~~.CXe)'D\P____-=,.
- LEGAL DESCRIPTION LOCA TION MAP ~ ~e=:5'~CQCD eND St /W) ~REGRADE 13 - ~VM'T.(~~~)J ~ 1Ylf\.~-' Ex,n"WM, .-X!:'KIS-r MODIFIE:'D Type "p" It-JLE:'T ~ - -U,Q.- - --
::~ :~~~o:E~~R:::I~: ::~;:;:SHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING /' i e.1 I , jr--/llfi& ~1(U;-~~ ~T~'S,~:'~T SWAL~Lc (S.R. 699) ~o~ C' - -- ~NO':E: ~~~S:;i~I~~~INRAE~EI:i;T;~R~~~H~~ET~iN~UL~:L~o"UNTiG:i;~:;W~i ~~~ -
~ 'if/ i ~'t: ':J jf l"~~::~ STQ/PE ___ '-IE: ~ ~ TEQED END SECTI ' .., '240 l.F 4" WIDE i RIGHT-OF-WAY UTILIZATION LICENSE. REFER TO THE GULF BLVD. (4"WIOC ".:JOLlD
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 19: THENCE ~, ! ,....... ~ A~}' ~~ ~':GOJ~ ~~ O~ """ SOLID Wi-liTE 'STlZIPEJ Il1PROVEMENT PLANS FOR THE REVISED STORM DRAINAGE SYSTEM. W\-\\Tc ":JTt2.lPc
N. 89'04'07"W., 2,351.80 FEET ALONG THE SOUTH LINE OF SAID SECTION TO THE WESTERLY RI GHT-OF-WAY SCALE~NMILES ~ 19 : 34o'i$ /20 ~o~~~~I~a.tJ~;/,' / LEGEND :::::--- __ __ N ALSO, THE SOUTHERNMOST ENTRANCE WAS RELOCATED 8-FEET TO THE
LINE OF GULF BOULEVARD (100' R/W, O.R. 1766, PAGE 293-295): THENCE ALONG SAID WESTERLY RIGHT-OF- ~ _ ~ P HO J E C T 1 / /'Ii }~~,,-~,ElLE EXISTING PROPOSED -- - j N~)RTH DURING CONSTRUCTION, REFER TO THE PHASE 2 CONSTRUCTION
WAY LINE, L O,IC AT I~ N ~I i B~EW \)__________ :O..~L'" ~. PLANS FOR THE REVISED LOCATION.
N. 31'58'20" E., 826.75 FEET FOR THE POINT OF BEGINNING; THENCE, LEAVING SAID LINE, N. 58'01'40" '\JI \....../' ____ /~9_________ CONTOUR N/A FLOOD ZONE NOTE:
W., 137.22 FEET; THENCE ~ ,~-.m:r<;T : BE~LEAIR jBElU"VTEWBlLT..g;~., \~L~ ~ THIS PROPERTY LIES WITHIN FLOOD ZONE A 11 /' SITE DA T A
N. 67'09'21" W., 250.63 FEET TO THE MEAN HIGH WATER LINE AS SHOWN ON THE SAND BY BEACH _______, ,/ ,. COUNTllYCl~B.~ ~ ELEVATION (EL, 1.1.0) AS DEPICTED ON FEMA INSURANCE EXISTING PROPOSED REQUIRED Between Structures:
RENOURISHMENTPROJECT SURVEY AS RECORDED IN BULKHEAD LINEANDEROSIONC ONTROLLINEPLATBOOK2, !hfnl) HARBOR ~ ,pw N/A DIRECTION OF FLOW --- RATE MAP COMMUNITY PANEL No. 125096-0014B Per Settlement (MinorMax_\ WATERFRONT:
PAGES 64-65 OF THE PUBLIC RECORDS OF SAID COUNTY: THENCE ALONG SAID LINE N. 24'39'22" E., 205.97 ____/;1~'IP~~,/I(!j v /1// j~:?~~~ ~. _ DA TED JUNE 1,1983 . ZONING DISTRICT Stioulation ~~,A N/A Side
FEET: THENCE, LEAVING SAID LINE, S. 67'09'21"E.. 405.41 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE 'fl" ' ......j~"'~ ---.. - -"- SWALE ' USE- Vacant Residential N/A Rear:
. - fr'" ',~/,'r /. '~;~,c ' -. W TER &
:~DA W:~:~:::GE::GHC;~::_WC:;C~;=EN~::HW:::::IYNG~V::~T:W::;:~:y~FA~:~9,s:6I:E:~V:~::~~;3 A~:: :\~~~~lz0'~ELLEA.IR ~iCt;~ ,,:;~\~:i/J~~Q - -0-- SANITARY SEWER MANHOl.E' TOPOGRAPHY TAKEN FROM CI~~ O~GCLEAHRy IA \?:~R:~~~'~~ina~~O~~S\:nes):S &~~':,6~~ N/A N/A HEIGHT
THROUGH A CENTRAL ANGLE OF 06'07'42" (C.B. _j;; ~'~~ 1BEAl:,H zt ".f.~~ I.,. .-:;- ~~~: l~:~r.~~',) - --{] STORM INLET - - - __ STORM ATLAS MAP OVERLDA YE' TOPP'" ARSAEP N Net Area \Gross minus 8% Max_for With Bonus Provisions (ijapplicable):
\. ~~N~:~~~~~9:.:~~ ~~:~:~ :~::) ~RT:::~~ S. 31"58'20" W., 30.29 FEET TO THE POINT OF BEGINNING. f:5~ ' ,1r~, / "tfR.3i!;f.} ":~{ r/ ~~(, _ ---<r-- _ STORM MANHOLE -=-=e _ _ CPHOANSSETSRU2C~I~~ISTURBED U H 1 L:;'~~II:~:ccesswaysJ: :;: ~:~~_ :;: P~~7~,t~~HICULARAREAS (SQ_ Fl and
" / E1; ue' !f;-'~j.,l#f; ~I; ~~ifj"l;:.q/~~ .- i - - -i RIP RAP END S E C T ION - - - -1. LOT DEPTH N/A-A 395' - N/A ~~~ f~;~~ELOI (SQ_Ft and % && (11.6 %)
/ NOT E S "'\ ~('~r::>~ 'v c",""oN"C(j/r!:-1 ;;~';;B i~1 "I/;jq.,:-~ ~ / '- DENSITY (Based on net acres): N/A~4 44_SDU/AC N/A of site): None 28619 s.f_
! lUJ';j l;J1 r-.'t: ' '" '''I'" cf'1" ,j, -l "".,.-- """""'''NRArll - - - WATER MAIN ^\ ' 11= PARKING ' ~ "
1. ALL CONSTRUCTION TO COMPLY WITH CITY OF CLEARWATER STANDARDS, AND/OR ---j-t-!f!!!'l:l.... ---:; '--1:.-, /~[~~~;c:.(,r~i::~},'~~\J~~~,: .4 Ll:::. ULTIMAR 11= UNITS SPACES BUILDiNG COVERAGE (SQ_Ft and %of &&(12.4%)0 ~o~i~::~,~:ir~~t~~;~tand
OTHER APPLICABLE REQUIREMENTS. ...1 ,;;;- I e -" .~:,\... IllLOll: I ".l:l ~(W,: ~ ~Io,' kA .v~ - --l><J- - GAT E V A L V E Gross Sltel None ? 30632 s.f, N/A
~~ ~I ~ DEL EA1Rl'i o-,~:--~-!jjl..~,i'v:v'~-.n';:LiJ^:f~ J GROSS FLOOR AREA and FAR_ None N/A N/A Clear Space (Waterfront Property)
2. NO STRUCTURES (12" OR GREATER IN HEIGHT) WILL BE LOCATED SEAWARD OF ~j~;; ~UFFS 'o~~./~' :~r~:,~-~I~'r:.~~Ii1,: - ~ - FIRE HYDRANT ASSEMBL Y ~ ONE 114 143 Extenor Penmeter Buffers
THE COASTAL CONSTRUCTION CONTROL LINE. c !,,{p-." "~/ .: "N<>T .'~ ~q;'.:;~v :111t':-I.t;'t~D',~, SETBACKS (Also Include dimensions
A!tJse-~~81" '-- \4161 / PARK '~~,:::::I ,r.A,o,),-{~;n"~,"~nf~:~'~ o---lW- UNDERDRAIN W/INSPECTION BOX-u_o.- TWO 138 onsltepiandraw:ng): Parking Lot InlenorLandscaping
3. MINIMUM SETBACKS WILL BE PROVIDED FOR ALL BUILDINGS, INCLUDING THE I . .. _ CAUSI!WAY ~ .db~'..J.j:;2----"oc.:<BAY- ~ on=, 1 72 (SQ,Ft and % of Paved Vehicular
MINIMUM REQUIRED 20 FT. WATER FRONT SETBACK. ll1'I..~:"~r;;O'-4-J;tjELi.EAIR~vC~) !:?ll?l";r?,~.~~,~~t~~~~'~ THREE 148 185 ::::t: :::: 5~'" 1:~'. ~~~~~~;I~~':he~~~g/~r~~~;~~~hlng)- N/A N/A
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KING ENGINEERING ASSOCIA TES, INC.
Engineers 0 Planners 0 Surveyors
24945 U.S. 19 NORTH · CLEARWATER, FLORIDA 34623 - 813-791-1441
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NOT vAUD FOR CONSTRUCTION
UNLESS SIGNED IN "THIS BLOCK
UL TIMAR DEVELOPME~IT CORPD
1520 GULF BOULEVARD
CLEARW A TER, FL. 34630
PHONE: (813) 595-8915
UL TIMAR PHASE :~
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Y. H. LEE ASSOCIATES. AHCHITF'T:--~
337 17TH STREET. OAKLAND. CA 9.i612
, '
lJLTIMAR
orE
(J)
I
f\)
(415) 451- 4400
FAX (415) 451\R99
CONDOMINIUM
CLEARWATER,
ON SA,ND
FLORIDAl
KEY
A
WEBER andTIN~EN P.A.
:;.R~E~:~~:~R:,NC:~::,:~ ~...
-...._~...:..,--,~'",._.",.,.,_.,.,._"..~..__--',.,',,'",' ..:~~'~_i','__> - -- .",_~"'-,~-.,.
FOUNDATION:
SLAB ON GRADE:
PEDESTALS:
COLUMNS:
WALLS:
TIE BEAMS:
BEAMS:
t~r.AB~ :
3000 PSI
3000 P~-jJ
6000 PSI
6000, ')()OO, t1000 PSI (PER COL SCHED)
6000, 5000, 4000 PSI (PER WALL SCHED)
'1500 PSI
450U PSI
4~;,()(), 'lOO(l PSI (PJi;f( PLAN)
.,,,-,
1\ .
'l'HE OWNER SHALL RETAI N 'rHE SERVICES OF A QUALIFIED
TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS:
A . SAM P L I N G PER A. S . '1' . t.1. C 1 7 2
B , tj L U M P PER A. S . T . M. ( . 1 4 3
C. COMPRE:SSIVE STRENGTH PER A.S.T.M. C-30. FOR EACH
CLASS OF CONCRETE POUHED, PROVIDE ONE SET OF FOUR,
CYLINDERS FOP EM~H r;l) CUBIC YARDS OF CONCRETl<".: OR
FRACTION THEREOF'. BREAK ONE CYLINDER AT (3)
DAY:.;, ON!': AT ("I) 11AY:.;, ONE AT (28) DAYS AND HOLD
THE REMAINING IN RESERVE.
ONE COpy OF ALL TEST RESULTS SHALL BE SENT
DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL
ENGINEER AND GENERAL CONTRACTOR fMMEDIATELY UPON'
DETERMINATION OF RRSULTS.
r:
.J .
ALL REINFORCING BAR USED IN CONCRETE SHALL BE GRADE 60
KSI DEFORMED BAR CONFORMING TO A.S.T.~. SPECIFICATION
A-,615 (Sl).
6.
ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315,
LATEST EDITION, "MANtJAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES" (U.N.O.)
'1.
PROV I DE PROPERL Y T 1 EIJ :; t) ACE:RS, CHAr RS, BOLSTERS, ETC.,
AS ARE REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND
SUPPORT ALL REINFORCING IN THE PROPER REQUIRED PLACE
WITHIN THE FORMWDRK. WHERE WIRE TYPE SUPPORTS ARE
USED, COMPLYING WITH C,R.S.I. RECOMMENDATIONS, PLASTIC
TIP LEGS SHALL BE USED WHEN CONCRETE IS TO BE EXPOSED
TO EXTBHIUH CONDITIONS.
B.
THE GENERAL CONTRACTOR SHALL BE -RSPONSIBLE FOR THE
PROPER DESIGN AND CONSTRUCTION OF !\LL NECESSAR:t
FOHMWORK, SHOHINC AND RESHORJNG. DESIGN SHALL BE DONE
BY AN ENGI NEEH CURRENTL Y f\EGl STEREO IN THE STATE OF
INTENDED CONSTRUCTION AND SHOP DRAWINGS SHALL BEAR HIS
SEAL, SIGNATURE AND DATE. DRAWINGS SHALL BE SUBMITTED
TO THE RESPONSIBLE BUILDING AUTHORITY.
9.
PROVIDE COMMERCIAL FORM COATING COMPOUNDS (RELEASE
AGENTS) THA1' WILL NOT BOND, STAIN OR ADVERSELY AFFECT
THE FINISHED CONCRETE SURFACE.
1 (J .
ALL LMJ SPLl CES SHALL BE 40 x BAR DIAMETER UNLESS
NOTED OR SCHBDULED OTHRRWfSE.
] ] .
ALL SMOO'J'H WELDED WIRE f'-ABRIC TO BE USED FOR CONCRETE
nEINFORCEMENT SHALL ('ONF'ORM TO A.S.T.M. A-18S.
1 2 .
CONCRETE COVER OVER RETN~ORCING SHALL BE AS FOLLOWS:
A. FOUNDATIONS: 3"
D. COLUMNS: 1 1/2" ()" FOR NO. 6 AND LARGER BARS)
C. BEAMS: 1 1./2" (2" FOR NO.6 AND LARGER BARS)
D. WALLS: 1 1/2" (7." FOP NO.6 AND LARGER BARS)
E. SLABS: 1" (INTERIOR), 1 1/2" (EXTERIOR)
NOTE: EXPOSF~f) FIORI ZONTAL SURFACES OF
STRUCTURAL SLABS SHALL BE COATED WITH A
HIGH QUALITY COMMERCIAL GRADE WATER PROOFING
AND SEALING AGENT.
NO'1'F~: IT I S STRONGLY f~ECOMMENDED THATREINFORCI NG
USED I N CONCRETE WII I Cl-l ! S EXPOSED TO WEATHER OR
EARTH (PARTICULARLY 1N A SALT ENVIRONMENT) BY
EPOXY COATED RBBAR_
13.
NOTE: GENERAL CONTRACTOR TO FURNISH ONE TON OF STOCK
LENGTH NO. 5 REBAR DELIVERED TO THE SITE, TO BE PLACED
AT THE DIRECTION OF THF. ARCHITECT AND STRUCTURAL
EN(;IN~;l~R. '!'llE IJNIJSED MATEF<IAL SHALL BE REMOVED AND,
('REJHT?i' 'PO TilT': PP(),H:I~'T' AT T'!!F. CONTRA('T UNT'T' PRIeR.
SHQP_Q.li~W_ING SU_~t1_LL't~_~:
~1l0P DRAWl NGS ARE AN Al D ,FOE, F I F;LD PLACEMENT AND ARE SUPER,SEbED
BY THE STRUCTURAL DRAWINGS. r'l' SHALL BE THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS
IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW
OF SHOP FABRICATION ANU ERECTION DRAWINGS BX THE ARCHITECT AND
STRUCTURAL ENGINEER IS FOR COORDINATION. OF REVISIONS,
INTERPRETATION REQUESTS AND FOR VERIFICATION OF THE FABRICATOR'S
UNDERSTANDING OF MAJOR DESIGN REQUIREMENTS. IT IS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO APPROVE FOR SAME AS
ABOVE AND, IN ADDITION, TO REVIEW FOR DETAIL DESIGN REQUIREMENTS
AND [)IMEN::il.UN~;. AlE fd-;VIE:W Wli,L NOT COVER DIMENSIONS OR DETAIL
DESIGN REQUIREI1ENT;';, :jI)CH A:,: LENG'rHS, QUANTITIES, ETC. THrs
REV,I EW NEI THER GUARANTEES THAT THE SHOP DRAWINGS ARE CORRECT NOR
I NFERs'rHAT THE SHOP DRAWINGS SUPERSEDE THE STRUCTURAL
DRAWl NGS . A/E REVI EW WI LL NO'!' COMMENCE UNTI'L ALL OF 'I'HE
FOLLOWING REQUIREMENTS ARE :-;ATISFIED!
14 .
PLACE CORNER BARS AT COHNERS AND ENDS OF ALL FOOTINGS,
WALL~~ AND BEAMS. BAR S J ZE AND COUNT TO MATCH THE
REINFORCING IN THE MORE HEAVILY CONNECTING ELEMENT
(U. N. O. ) .
15.
DOWEL INTERSECTIN(; WALLS, BEAMS, ETC. WITH DOWELS OF
THE SAME SIZE, COUNT AND SPACING AS THE HORIZONTAL
REINFORCING IN THE MORE HEAVILY REINFORCED MEMBER
FRAMING INTO THE JOINT.
16.
PLACE A MINIMUM OF TWO (2) NO.5 BARS (U.N.O.) AROUND
ALL FOUR SIDES OF OPENINGS IN CONCRETE STRUCTURAL
ELEMENTS. BARS SHALL EXTEND AT LEAST 24 IN. BEYOND
FACE OF OPENING.
17.
TYPICAL SPACING OF TIES AND STIRRUPS AS INDICATED ON
THE PLANS SHALL BE REDUCED BY 50% FOR THE SPACE
BETWEEN THE FACE OF THE SUPPORT AND THE FIRST STIRRUP
OR TH~.
1.
SUBMITTED DRAWINGS MUST BE COMPLETE, NOT PROGRESS PRINTS!
SUBMITTED DRAWINGS MU~T IlAVE BEEN CHECKED, APPROVED, DATED,
AND INITIALED BY BOTH TilE DETAILER AND THE PERSON IN
RESPONSIBLE CHARGE OF FINAL REVIEW AND APPROVAL OF THE SHOP
DRAWINGS IN THE FABRICATOkS OFFICE.
POUR BREAKS IN BEAMS AND ~;LABS SHALL OCCUR AT MID SPAN
BETWEEN SUPPORTS (POINTS OF MINIMUM SHEAR). THE
GENERAL CONTRACTOR SHALL VERIF'Y SPECIFIC POUR BREAK
LOCATIONS WITH THE ENGINEER PRIOR TO CONSTRUCTION.
18.
2 .
THE GENERAL CONTRAc'rOR SHALL HAVE REVIEWED AND APPROVED THE
SHOP DRAWINGS PI-<lOF\ 'I'U SUBMI'I'TING FOR A/E REVIEW! THE
PROJECT MANAGER SHALL INDICATE (EITHER BY COVER LETTER OR
BY WHITTEN STATEMENT U~~ EACH SHEET OF' DRAWINGS SUBMIT'I'ED)
FOLLOWI NG NOTE. "THE;,T:J !lOP DRAW! NGS AND l\LL WORK TO BE
PERFORMED MEgT or-< EXCEEL TliE REQUIREMENTS OF' THE CONTRACT
DOCUMENTS IN ALL HESPECT:;". S'1'NfEMENT SHALL BE SIGNED AND
DATED BY THE PROJr~C'I' MANAGER.
SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR LOCATIONS OF EMBEDDED ITEMS, SLEEVES, SLAB
DEPRESSIONS, ANCHORS, INSERTS, ETC., IN AND THRU
CONCRETE ELEMENTS, REQUIRED BY OTHER TRADES. NO
SLEEVES, PENETRATIONS OR INSERTS OF ANY TYPE WILL BE
PERMITTED IN BEAMS, JOISTS, SLABS, COLUMNS OR WALLS
tJNLgSS APPROVED BY THE ENGINEER AND SHOWN ON THE SHOP
DRAWINGS. AFTER APPROVAL BY ENGINEER, CONTRACTOR TO
FURNISH AND INSTALL EMBELl{l!W ITEMS PRIOR TO PLACING
('()N('RETE.
23.
19.
")
,) .
SUBMITTALS FORM SHALL I Nc:r.UDE ONE SET OF SEPr AS AND ONE SErf'
OF PRINTS F'OR REVIEW AND FILE IN AlE OF'FICE. THE SEPIASl..
WILL BE MARKED TO INDICATE ANY NOTED ,DISCREPANCIES AND OR
ERRORS. THE SEPIAS WILL U~ RETURNED TO THE G.C. FOR
PRINTING AND DISTRIBUTION. NOTE THAT SU!3MITTALS MADE IN
ANY FORM OTHER 'rHAN THAT REQUESTED WILL RESULT IN AN
INVOICE '1'0 THE;.C. F':)!,' ADDITIONAL TIME REQUIRED TO PROCESS
'I'll)'; In;V1 F:W .
VEWI'ICA[.' RErNFO!~CING NOTEI! ON DRAWINGS SHALL BE
DOWELED (JUT OF fo'()IJNDAT IllN \ ()H [t;LJt~MENT WHBRE DOWEL
BEGINS) TO DEVELCW '1'HI.; i.il!.L ULTIMATE TENSILE STRENGTH
elF THF; BAR (!J. N . (), )
;'>rJ.
'1 .
PROVIDE MINIMUM ](, c; A(; 1< (;M,VANIZED CORRUGATED DOVE'I'AIL
ANCHORS AT 16" o.e. TO CONNECT ADJACENT MASONRY TO
CONCRETE STRUCTURAL ELEMr~NTS.
24.
::UBMIT1'AI.S ~;HALL l'h:uVIl)I' !.'OR Nt' LEAST 14 WORKING DAYS IN
THE ENG r NEER~~ OFF J (~E F'UI, F I~VI EW. PHASED SUBMITTALS AND
SMALLEr< PACKM-:E:-: M<i': ~l(mJ' EASILY AND QUICKLY RETURNED.
n.
THE GENERAL CONTRACTOH ANU :;UB CONTRACTORS SHALL ASSUME FULL
HESPONSJBTLITY, UNRELIE';VED BY I<EVIEW OF SHOP DRAWINGS AND
DOCUMENTS, FOR: DIMENSIONS; cOorWINATION WI OTHER TRADES;
FABRICA'I'IUN PfWCESSES; CON~;TRlJ<"TION TECHNIQUES; SAFETY
CONDITIONE;; AND F'ULFILLIN(; :'ETt"[L REQUIREM~NTS'-OF THEIR
CONTHACT.
).:.,.
/J..
VERTICAL WALL REINFORCING INDICATED ON THE DRAWINGS
SHALL EXTEND FHOM THE FOLJNDATION TO THE TI.E BEAM AT
THE TOP OF THE WALl.. PROVIDE STANDARDI~CI 90 DEdRE&
HOOK INTO BOTH F'OUNDATION AND 'rIE BEAM. HOOK SIZE AND.
COUNT TO MATCH THE VERTICAL REINFORCING, LAP SPLICE
LENGTHS TO BE 40 X BAR DIAMET~R UNL~SS NOTED OR
SCHEDULED OTHERWISE.
26.
23.
THE FIRST STIRRUP IN ALL CONCRETE BEAMS SHALL BE
PLACED AT ONE HALF OF THE ::;CHEDULED STIRRUP SPACING
FROM FACE OF SUPPORT.
2"1.
<;~$ T J__N__e~~~Ji:__ _,C9,t!~R:Ji:_T,E, ~ CrrE_$ :
/4.
THE M IN r MUM BEAR I NG m.' C:UNCRETE BEAMS ON SUPPORT SHALL
BE 8" (UNLESS NOTED UR DETAILED OTHERWISE). WHERE
BEAM DEARS ON MASONRY, EXTEND BEAM A DISTANCE OVER
SUPPORT AT LEAST EQUAL '1'0 THE LENGTH OF ALL REINFORCED
AND GROUTED CELLS AD,] ACENT TO THE MASONRY OPENING.
28.
1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS):
A. ACI 318 "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE"
B. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS"
C. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING,
MIXING, TRANSPORTINC AND PLACING CONCRETE"
D. ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER
CONCRETI NG"
E. ACI 311 "RECOMMENDEU PRACTICE FOR CONCRETE
INSPECTION"
F. ACI 347 "RECOMMENDl';[1 PRACTI CE FOR CONCRETE
FORMWORK"
G. eRSI "MANUAL OF S'l'ANIIARD PRACTICE"
25.
REMOVE TRASH AND DEBl--<lS FROM FORMWORK AND THOROUGHLY
WI';T FO!~MS I MMED I ATEL Y PI--< lOR TO PLACING CONCRETE.
:~ () .
CONC1H~TE SHALL HJ.: PLACEl) WI THIN 90 MINUTES OF BATCH
TIME.
2 (j .
1.7.
CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION
BETWEEN BULK HEADED CON~; 'I'f<' !JCT I ON JO I NTS .
:30.
2 fJ.
CONCRETE SHALL HI.; f>OlJRJo:[) HY PUMP OR BUCKET AND SHALL
BE CONSOL I DA'I'F:D I N PLACE i J SING I NTERNAL VI BRATORS .
31 .
) () .
CON'l'HAC'l'UH SHALL HE(3 iN '()I'-il:HETE CURING IMMEDIATELY
AFTJ<';R FINISHING ()PEI~A'I'[()N::~ ARE COMPLETED. CURING
AGENT SHALL HE A Jo<t, :;()L j [):; LIQUID MEMBRANE FORMING
CHEMICAL COMPOUND AND SHALL MEET A.S.T.M. C-309.
32.
).. CONCHETE TO BE NOHMAi. Wf.; 11;11'[', READYM I X PER A. S. T. M.
C--94.
A. PORTLAND CEMENT SHALL MEET A.S.T.M. C-150.
B. AGGREGATES SHALL MEET A.S.T.M. C-33 (3/4" MAX.).
C. AIR ENTRAINING AGEN'J' SHALL MEET A.S.T.M. C-260
D. WATER REDUCING AGENT SHALL MEET A.S.~.M. C-494
E. FLYASH SHALL MEET A.S.T.M. C-618 TYPE C OR F
F. NO CALCIUM CHLORIDE SHALL BE USED IN THE MIX
30.
IMMEUJA'I'ELY AFTEr< REMOVAL OF' FORMS, REPAIR ANY
HONEYCOMB OR DSFECTIVE AREAS WITH HIGH STRENGTH CEMENT
GROUT. GROUT '1'0 BE APPROVED BY THE ENGINEER. WHEN
REINFORCING IS VISIBLE rN DEFECTIVE AREA, CONTACT THE
ENGINEER IMMEDIATELY.
33.
3. CONCRETE TO HAVE THE MINIMUM ULTIMATE COMPRESSIVE
STRENGTH AT 28 DAYS, ({l.N.O.), FOR THE INDICATED
STRUCTURAL ELEMEN~:
CONTINUED:
31.
SEE "POST--TENSIONEU CUNCHETE" NOTES FOR SPECIFIC
I NSTRUC1'I ONS TO BE: US ED IN CONSTRUCTION OF
P OS 'I' TI<:N E: r ON fi: n (.()IIJ (~R E''T' !;: :0 !...^.B S .
22.
PLAIN & REINFORCED ~ASONRY NOTES:
1.
ALL MASONRY WOr<K SHALL CONFORM,TO ACI.531-79 (1983
REVISIONS) BUILDING CODE REQUIREME~T~_FbR CONCRETE
MASONRY STRUCTURE.
2.
ALL HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL
CONFORM TO A.S.T.M. C--90, NORMAL WEIGHT, GRADE N, WITH ^
MINIMUM ULTIMATE: COMPRE~;~;IVE STRENGTH OF 2500 PSI (NET) IN
ACCORDANCE WITH A.S.T.M. C 140 AND f'm = 1500 PSI BY THE
UNIT nTRENGTH METHOD. MANUFACTURER SHALL PROVIDE
VERIFICATION OF MASONHY UNIT STRENGTH ON BOTH NET AND GROSS
SECTIONS PER A.S.T.M. C--140. PRIOR TO DELIVERY OF MASONRY
UNITS TO THE JOB SITE, FURNISH TO THE ARCHITECT AFFIDAVITS
FROM AN APPROVED TESTING LABORATORY CERTtFYING THAT ALL
UNIrS CONFORM TO THEIR RESPECTIVE A.S.T.M. REQUIREMEN1s.
MORTAR TO BE TYPE M OR S AND SHALL CONFORM TO A.S.T.M.
SPEC. C-270. CEMENTIOtJS MATERIAL TO BE PORTLAND CEMENT
COMBINED WITH HYDRATED LIME. AGGREGATE TO BE NATURAL OR
MANUFACTURED SAND.
3 .
4.
GROUT TO HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF
2500 PSI AND SHALL CONFORM TO A.S.T.H. C-476. MAXIMUM
AGGREGATE SIZE SHALL BE 3/8" FOR COARSE GROUT. SLUMP SHALL
BE 9" MIN. AND 10" MAX. SEE STANDARD BUILDING CODE, LATEST
EDITION, FOR GROUT MIX PROPORTIONS.
s.
ALL REBAR SHALL BE GRADE 60 KSI - DEFORMED BAR CONFORMING
TO ASTM SPEC. A G1S IS]),
b .
PROVIDE HORIZONTAL 'T'I~I):;:-; 'PYPE MASONRY WALL JOINT REINF.
. (DUROWALL OR EQUAL) @ 1 G" OIC AT EXTERIOR WALL, & @ 24" O/C
AT INTERIOR WALL. LONCrTlJDINAL WIRES OF JOINT REINFORCING
SHALL BE 9 GAGE GALV. WIRE MIN. CROSS WIRES SHALL BE 16
GACE MIN. PROVIDE. PREFABRICATED CORNERS AND/OR TEES A'1:",
ALL INTERSECTING MASONf<Y WM.LS. .JOINT RE~NF. SHAL.4BE' .
CONTINUOU~. SPLICE LAPS SHALL BE A MINIMUM OF 12" AND
SHALL CON'l'AIN A'J' LEA~;'1' !JNE CROSS WIRE FROM EACH PIECE OF
LAPPED REINFORCING.
'7
, .
rfHE 5WN~f{ SHALL REif'AI N AN INDEPENDENT TESTI NG LABORATORY TO
PERFORM THE FOLLOWING TESTS:
A. GROUT S'l'RENG'I'f1 TEST I-J!<;R A.S.T.M. C-39 A.ND ACI 531.1
SECTION NO.4.
B. MOR'I'AR S'I'rn~NGTH TEST PER A.S.T.M. C.-109.
COP a:s OF TEST RES ULT:~ :~ HALL BE I MMEDr ATEL Y FORWARDED
TO 'rHE ARCHTTEC1', STr(UCTlllU\L ENGINEER AND GENERAL
('ONTR ^(~TOR .
8 .
SEE SECTION 1410.4 LATES'J' EDITION OF ,THE STANDARD
BUILDING CODE FOI~ CON~~'!'ri.I](:TION REQUIREMENTS.
9. .
DAMPENING OF" MASONRY UNIT~; PRIOR TO ORbURXNG CONSTRUCTION
IS NOT PERMITTED.
10.
PROVIDE HORIZONTAL AND VEI\TICAL REINFORCING PER S'l'RUCTURAL
DRAWl NOS AND SOL r D GROllT FILLED CELLS AT REI NFORCr NG.
11.
PROVIDE 40 X BAR DIAMETER LAP SPLICES (U.N.O.).
12.
VEWI'[ C i\L HE I NPORC I NG NOTED ON DRAWl NGS SHALL BE DOWELED
OUT OF THE l"OUNDATION ']'(; DE\lELOP THE FULL ULTIMATE TENSILE
STRENGTH OF THE BAR (U.N.a.).
13.
YBRTICAL REBAR SHALL BE HELD IN POSITION AT THE TOP AND
BOTTOM ,AND AT NOT MORE THAN 81-0" O.C. IN BETWEEN. MINIMUM
CLEARANCE FROM FACE OF' MASONRY SHALL BE 1/2 II. MINIMUM
SPACING BETWEEN ADJACENT BARS SHALL BE ONE BAR DIAMETER OR
1", WHICHEVER IS GREATER.
14.
ALL VERTICAL WALL REINFORCING INDICATED ON PLANS SHALL
EXTEND FROM FOUNDATION TO TIE BEAM AT ,TOP OF WALL. PROVIDE
STANDARD A.C.,1. 90 DEC. HOOK INTO FOUNDATION AND INTO TIE
BEAM. LAP SPLICES SHALL BE 40 X BAR DIAMETER (U.N.O.).
WHE-N A VERT l. CAL DOWF;[. DO}';:; NOT AL I GN WITH A CELL I N THE
WM,L ABOVE, IT ::HALL NOT 1m BENT MORE THAN 10 DEGREES FHOM
V}o;RTICAL. :)('WF!,;: t'1if:,:''',. ~!WUTBD INTO CELLS IN VERTICAL
AL I (;NMENT .
1"
J.
PROVI DE A 4 If X .j". CLEANUUT HOLE AT THE BASE COURSE OF ALL
Rl<~INFORCED CELLS TO VER I FY PROPER GROUT PLACEMENT. GROUT
SHALL BE PLACED IN 4' ()If !lJGH LIFTS UNLE~S SPECIFIC HIGH
LIFT GROUTING TECHNIQUES ARE USED AND FIRST APPROVED BY THE
ENG! NEER IN WR I 1'1 NG . !lOLD TOP OF POUR DOWN 1/2" !i'ROM TOP
OF MASONRY UNITS TO PROVIDE SHEAR KEY.
16.
ALL MASONRY HEAD AND END JOINTS SHALL BE FILLED SOLIDLY
WITH MORTAR fOR A DISTANCE FROM THE FACE OF THE WALL OF NOT
LESS THAN THE THICKNESS UF THE LONGITUDINAL FACE SHELLS.
17.
TO REDUCE LEAKAGE OF GRl)lJT INTO ADJACENT VERTICAL CELLS,
CROS:'~ WF:BS MUST BE FUL I. Y BEDDED I N MORTAR.
lB.
ALL GROUTED C~LLS MUST BE RODDED '1'0 INSURE THAT ALL CELLS
AHE ~:OL1DLY Frl,LI~U.
19.
WHERE GROUT PLACEMEN1' l~ INTERRUPTE:D FOR ONE HOUR OR MORE,
THE LAST POUR MUST BE TERMINATED 1 1/2 INCHES BELOW THE TOP
OF' THE DLOCK TO f'IWV!: 11-: II :; lIEAR KEY Ii'OR CONTINUED GROUTI NG.
,J (I,
WlIE[-':E VEhTICAL :-lA:;tj~n 'i. 'NJ\j.;, HEINFORCING IS CONTINUOUS
THROU<.;ll i\ CONCHF:Tf~: ~]LAlJ, }'t~OVIDE A 3 INCH DIAMETER 'fORME:D
HOLi.: IN THE ';;LAn '1'(, Al.L,)>"'; F'i)E~ PASSAGE OF GROUT.
n.
PROVIDE CORNER BAI<S AT ENDS AND CORNERS OF ALL WALLS,
FOOTINGS, BEAMS, ETC. BAR SIZE AND COUNT TO MATCH
HOR I ZONTAL REI NFOHCl Nt; 1 N THE MORE: HEAVILY REINFORCED
CONNECTING MEMBER. ({J.N.D.).
DOWEL INTERSECTING WALLS, BEAMS, ETC. WITH DOWELS OF,THE
SAME SIZE, COUNT AND SPACING AS THE HORIZONTAL REINFORCING
TN THE MORE HEAVJI.Y [;;r:1NI"()RCED CONNECTING MEMBER (U.N.O.).
CONCRETE MASONRY WALL:~; SHALL BE INTERLOCKED AT ALL EXTERIOR
INTERIOR INTERSECTING WALLS AND CORNERS BY OVERLAPPING
COURSES (RUNNING BOND: ['}':1''> ACI 531--79 (LATEST EDr'nON).
THIS PROVISION !d'PLH:;; TU IJOTH BEARING AND NON-BEARING
WALL:; .
SEE PLANS FOR MASONRY CCJNTROL JOINT LOCA'rIONS AND DETAIL.
IT IS STRONGLY SUGGESTED THAT CONTROL JOINT SPACING NOT
EXCEED 25 FT.
THE GENEf,~AL CONTRACTOI, lIA~; THE FULL RESPONS IBILI 'I'Y OF'
PROVIDING ANY AND ALL NI';CESSARY BRACING OF WALLS DURING
CONSTRUCTION TO MAINTAIN STABILITY AND STRUCTURAL
INTEGRITY. RETAINING WALLS, IF ANY, SHALL BE BRACED PRIOR
TO AND DURING ALL BACKFIJ.L1NG AND COMPACTING OPERATIONS.
TIE BEAMS, WHERE NOT S[)ECli<'IED OTHERWISE, MAY BE REINFORCED
MASONRY PROVIDED THAT VERTICAL REINF. IS UNINTERRUPTED.
PROVIDE PRECAST PRESTHESSED CONCRETE LINTELS ABOVE ALL
MASONRY OPEN I NGS N()T OTIIl<HWI SE SPECr FI CALL Y DETAI LED ON THE
DRAWINGS. MINIMUM BEARING OF LINTEL ON ADJACENT MASONRY IS
8". WHERE VERTICAL REINFORCING OCCURS AT LINTEL BEARING
POINT, KNOCK OUT BOTTOM OF LINTEL TO_ALLOW FOR PASSAGE,:_OF--
REINFORCING.
MINIMUM BEARING OF MASON!n AND CONCRETE BEAMS ON SUPPORT
SHALL BE 8" (U.N.O.). WHERE MASONRY OR CONCRETE BEAMS BEAR
ON MASONRY, EXTEND BEAM OVER ALL SOLID GROUTED AND
REINFORCED CELLS BEYOND FACE OF SUPPORT.
'I'HI': Fln~~T :C;TIRIWf> IN ALL HEAMS IS TO BE PLACED NI' ONE HALl'
THE SPECIFIED STIRI<llP :Tl\,'~NG FROM THE FACE OF THE SUPPORT
WHERE ANCHOR 1301.'1';"; f\h:!'. :;ET IN MASONRY WAL,LS, FILL BLOCK
CELL;; WITH GHOUT AT CUUl~:)E;~ WHERE BOLTS ARE TO BE PLACED
AND AT l.EAST TW() "[)llf<':;F:; HELOW LOWEST BOLTS.
SECURE MASONRY TO ADJACENT CONCRETE WITH MINIMUM 16 GAGE
DOVETAIL TYPE COHkUGA'J'!<!' ~1A~:ONHY WALL ANCHORS @ 16" O.C.
MAXIMUM SPACING (U. N. I). ) .
SECURE MASONRY TO ADJACl';N'1' STRUCTURAL STEEL WITH MINIMUM 16
GAGE CORRUGATED MASONRY WALL ANCHORS WELDED TO STEF.:L AND
SPACED AT 16" O.C. MAXIMUM SPACING (U.N.'O,).
MASONRY INSPECTION !{EQUIHEMENTS SHALL BE AS FOLLOWS:
FIELD INSPECTION OF MASONHY WORK IS REQUIRED BECAUSE DESIGN
UTILIZES THE PULL ALLOWABLE MASONRY STRESS. INSPECTION
MUST BE MADE BY THE ARCHITECT, STRUCTURAL ENGINEER OR AN
APPROVED ALTERNATE. SCHEDULING OF INSPECTION IS THE
RESPONS 1 BI L I TY OF TilE GENEHl\L CONTRACTOR. THE SCOPE OF
INSPECTION SHALL BE AS SET FORTH IN A.C.I. 531-79 (LATEST
lWI'nON) "BUILDING CODE !<EQUIREMENTS FOR CONCRETE MASONRY
STRUCTURES", WH I CIl R~-;AD~~ AS FOLLOWS:
CONTINUED:
,~
I () .
1 1 .
4 .
r,
-' .
b .
./ .
\ ~ .
'I.
'l'BE IN:',PEC'I'OR SHALL VEHll'Y COMPLIANCE WITH DESIGN DRA.WINGS
ANI! ;;PE(:lFICATION:'; AND '{EEl' A RECORD WHICH SHALL COVER;
A. QUALITY AND TESTiN\; uF MASONRY UNITS AND MAT~RIALS FOR
MORTAR, GROUT AND MAKING OF PRISMS.
B. PROPORTIONS, MIXING AND CONSISTENCY OF MORTAR AND
GROUT.
C. LAYING, MORTARI'NG AND GROUTING OF MASONRY UNITS AND
MASONRY STRUCTURAL ELEMENTS.
D. COND!TION, GRAD!~, SIZE, SPJ\CING AND PLACJ:NG OF
REINFORCEMENT.
E. ANY SIGNIFICANT OR UNUSUAL CONSTRUCTION LOADS ON
COMPLETED MASONRY :]TRUCTURAL ELEMENTS.
F. GENERAL PHOGRESS OF THE WORK.
GENERl\!,.~_9l-f s TR..v..Q..'.t:LQ.~LK 0 T.~.$_ :
1 .
THE GBNERAL CONTRACTOR ::I-1ALL BE RESPONSIBLE FOR
COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL TRADES, INCLUDING DETAIL AND
DIMENSIONS. ANY Dl SCREPANCIES BETWEEN"DRAWINGS,
DETAILS, DIMENSIONS, ETC., SHALL BE BROUGBT TO THE
ATTENTION OF THE ARCHITECT IMMEDIATELY U~ON DISCOVERY.
THE INFORMATION CONTAIN,ED IN THE STRUCTURAL DRAWINGS
IS, IN ITSELF, INCOMPLETE AND SHALL BE USED IN
CONJUNC'rI ON WI T!: ALL (~:C'N'~'FACT DOCUMENTS AND ALL
:;PEI.rFTCA'J'InN:~, :;~IIANL'AI\f' PHAC'1'JCF:S, CODES, ETC.
')
I TIS THE SOLE HESPON!:; [ 8 r L r TY OF 'fHE GENERAL
~ON'rHAC'I'OR TO DE'l'ERMIN!~ ERl~CTION PROCEDURE, MEANS,
METHODS AND SEOUENCli~ OJ;' e(1NSTRUCTION. IT IST}n~: SOLE
RESPONSI.ILITY OF THE GENERAL CONTRACTOR TO ENSURE THE
;;TRUCTUf<AL S'I'AD r L T TY OF TlIE 8\J I LD I NO AND IT'S
COMPONENT PARTS DURING ALL PHASES OF CONSTRUCTION.
THIS INCLUDES, BUT U; NUT LIM!TED 'ro THE ADDITION OF
ANY NECESSARY TEMPORARY BRACING, GUYING, SHORING, TIE
DOWNS, ETC., THAT MAYBE REQUIRED. THE SAFETY OF THE
CONSTRUCTION SITE IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. NEITHER THE ARCHITECT NOR THE
STRUCTURAL ENGINEER SHALL BE HELD LIABLE FOR ACCIDENTS
DURING CONSTRUCTION OF THE PROJECT.
")
.) .
THE GENERAL CON'I'HACTOR HAS THE FULL ,RESPONSIBILITY FOR
PROVIDINC ANY AND ALL BRACING NECESSi'\RY TO. 'M~rNTAIN
STABILITY AND STR'UCTURAL INTEGRITY OF W,AtLSD'tJ'RING
CONSTRUCTION. RETAINING WALLS (IF ANt> ,S.H~L ~~
BRACED PRIOR TO AND DURING ALL COMPACTI~C ~NO
BACKFILLING OPERATION~.
I} .
THE GENERAL CONTF-<ACTOR :;IIALL F'IELD VERIFY ALL
DIMENSIONS PRIOR TO 8~GINNING CONSTRUCTION. THE
CONTl~l\C'rOR SHALL COOf,UINA'l'E ALL DIMENSIONS AND
ELEVJ\TIONS WITH THE ARCHfTE:CTURAL DRAWINGS.
5.
ALL~MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
WI'1'l1 THE ~;TANDARD BUILDING CODE, LATEST APPLICABLE
ADDI'nON ADOPTED BY THE GOVERNING BUILDING AUTHORITY.
6.
'rHg GENERAL CONTRAC'I'lH\ :; IIALL EXERCr SE SUCH MEASURES AS
l\R!'; REQUIRl<;D 'ro PH01'ECT ADJOINING PROPERTY,
STr~ tJCT1JRES, F AC ILl T [l.:;; AN fI u'r r L I 'rI ES .
Q~~~!iM,.f!JJ..,I....~_Q_ --E.Q_V_~Q.~T_I.ON,,~J;>J;_ES :
1 .
FOUNDATION DJ:.-::SIGN PER GEOTECHNICAL REPOR:T NO. 6015902,.'
DATED 27 JULY, 1989, PREPARED BY LANGAN ENGINEERING
ASSOCIATES, INC., MIAMI BEACH, FL. TRE REPORT CONTAINS
SOIL. BORING LOGS, FOUNDATION DESIGN RECOMMENDATIONS AND
SPECIFIC SITE PREPARATION INSTRUCTIONS. SEE REPORT FOR
t;THH''!' ::ITE l"!\El'A!<AT11)N f'l<nCF:DtJRES WHICH ARE REQUIRED AS A
P A H T 0 F T HIS C' 0 NTH A ("~' .
,
/, .
ALL POURED IN PLAU.; "uNnU;TE SHALL HAVE 'l'HE li'OLLOWING
MINIMtJl1 7.13 DAY ULTIMATE:OMPRESSIVE STRENGTH:
!::'ILECAPS AND GRADE BEAMS - f 'e = 3000 PSI
COLUMNS AND (OR) PEDESTALS - fIe = 6000, 4000 PSI
SHEARWALLS flc = bOOO PSI
BEAMS - f'e ~ 4500 PSI
1.
THE OWNER SHALL RETAIN AN INDEPENDENT TESTING LABORATORY TO
PERFORM THE FOLLOW LNG TE:;TS:
l'L ONE DENS I TY TI~;~;T FOR EACH 1500 SQUARE FEE'!' OF'
COMPACTED SUBGRADE OR COMPACTED FILL.
e ONE DENSITY TEST AT EACH COLUMN FOOTING.
l.:. ONE DENSITY TEST FOR EACH 25 FEET OF WALL FOOTING.
D. SEE CAST IN PLACE CONCRETE NOTES FOR CONCRETE
TESTING REQUIREMENTS.
ONE COpy OF ALl. '1'1:';S'1' REPORT RESULTS SHALL BE SENT
DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER,
C;EOTECHN I CAL EN(: I NEER AND GENERAL CONTRACTOR.
ALL REINFORCING BAR TO BE GRADE fy = 60 K.S.I. AND SHALL
MEE'!' ASTM SPECIF1CAT!ClN M,-l:, (SI).
ALL FOUNDATION ReBAR r,AP:-~ TO BE 40 X BAR DIAMETER UNLESS
No'rELl OTHERwI SE.
PROVIDE CORNER BARS TO MATCH SIZE AND COUNT OF FOUNDATION
LONGITUDINAL BARS.
BU I LD I NG DES I GN PER THE i .A'1'EST EDI '1'1 ON OF THE STANDARD
BUILDING CODE WHICH WAS ADOPTED BY THE RESPONSIBLE BUILDING
AtJTHO!-( I '1"1' .
T!W ':lt~T!,i\CT(\i,' ::lJ/\I: ;"!.:,I VEHll'Y ALL DIMEN::ION~~ PRrop 'f'(i
BEGINNIN(; F(iliNiJ!-':l':('lN ('I-~J'Th'[WTTClN.
PILE :;Pi~;CIl'l\.:AT]()N~';:
A, P1LING SECTION Tn HF :;i" X 12" PRECAS'}' PRESTRESSED
CONCRETE PILINC.
B. PER PILE COMPRESSIVE CAPACITY TO BE:
TOWER" 100 TONS
GARAGE & PLAZA DECK ;; 75 TONS
C. TENSION CAPACITY '1'1) BE 40 TONS WHERE NOTED AS TENSION
PILING
P T LE PLACEMENT SHALL BE :3" FOR PI LES CAPPRD BELOW GRAt)!
AND t / 20 FOR PILES CANT I LEVERED ABOVE GRADE. (REQUI RED
p LACEMI'~NT TOL ERAN(:E.l .
THE FOlJNDATI ON CON'I'RACTO!~ SHALL EXERCI SE SUCH MEASURES AS
ARE REQUIRED TO PROTECT ALL ADJOINING BUILDINGS,
STRUCTURES, FOUNDATIONS, FACILITIES AND UTILITIES FROM
:;IJ:~TAl 1'1 r NG DAMAI:F; Will ('11 "(IIILD RF;~WLT FROM WORK DONE UNDrm
THIS CONTRACT.
D_K~j:..QtLkQADS.:
.
BASIC WIND VELOCITY: 110 MPH
FLOOR LIVE LOADS:
PRIVATE LIVING UNITS = 40 PSF
PRIVATE BALCONIES ::: 40 PSF
PUBLIC BALCONIES = 60 PSF
STAIR AND/OR ELEVATOR LOBBIES = 100 PSF
STAIRS '" 100 PSF
pARKING GARAGE = SO PSF
PLAZA DECK AREAS = 60 PSF
SUPERIMPOSED PARTITION LOADING (DEAD): 15 PSF
PLAZA DECK SUPERIMPOSED DEAD LOAD:
!'1~~C~..\~! I Ci\I..
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CCUJ-.J r r=e~ F'L.^N
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r;;J.J~1 t-Jee;:R. Pll.:ecA.p Ei ~~D:: ~t1
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DETAIL GRADE BE AM TO PILECAP REINFORCING
NO SCALE
DETAIL SIX PILE PILECAP
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DETAIL SINGLE PILE PILECAP
o
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DEPTH = 3 1 - 6"
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(-5ee FON. PLAN
F'O~ W?CAilo-.l5)
1i
PROVIDE: ~"MIN.
CoV~ Ai eND 0;::: F<E:e.AR
DETAIL UPLIFT PILE TO PILECAP
CONNECTION - PRECAST, PRESTRESSED
CONCRETE PILING (TO BE VERIFIED BY LOAD TEST)
DETAIL SEVEN PILE PILE CAP
.@
DETAIL TWO PILE PILECAP
~ .'"-- -'~ ,.,,' -
NO SCALE
~..~
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DEPTH = 31- 61\
r ~~. ecJr: OVER
/ EAyH PILE
..
..
.
to
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-
P~fDE: MIN.
g"Cl:'V~
NO SCALE
DEPTH = 31-6"
@
t'C
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M IN, CCVe1< Ai
E::ND c.:J'r ~
r""r"'c?V'lD6
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PILE PILECAP
@
DETAIL THREE PILE P1LECAP
. !; . II: II II (0 ~
i I. ~I -.l~- J-4,,~~~~ @ 1~_&>--+4I- 3
: I .. I
...,/L- 1~-0__J-
I
ELEV.
:,
I,
II
II
'I
I,
:,
DETAIL EIGHT
DETAIL GRADE BEAM TO GRADE BEAM REINFORCING
NO SCALE
/'-B 1/
3)-0'
j'_?/'
NO SCALE
DEPTH = 3'-6"
p~toe 3li MIN. Cl?VeR
AT ~D OF r.e~R
to
-
\)
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t'()
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-
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NO SCALE
DEPTH = 4'- 0"
NO SCALE
DEPTH = 3'-6"
WIDTH
I!'\ .#:: 7 EA, WAY
BOT.'
WtOTH
...
11)
- pRt'VIDe MIN, 3' cove~
~
STIRRUPS PEr<
GJ:?AOt: eeAM
"SC..,eDU Le
eoT S'7"E:EL Per< ____,
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to
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PILE; $ecTION t$
COUNT Pe~ DE:TA1L
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~ 3'
1'''3' i ,'",;,' ' 1,,,,;,,14
r~"r 1',,(#" r""A
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DETAIL TYPICAL PILECAP
DETAIL FOUR PILE P1LECAP
-
DETAIL TYPICAL GRADE BEAM
NO SCALE
NO SCALE
GRADE BEAM SCHEDULE
REF. WIDTH LONGITUDINAL REINFORCING STIRRUPS
MARK ELEV. X NOTES 8. REMARKS
T.O.B. DE PT H CaNT. TOP CONT.INTERM CaNT. BOT. SIZE SPACING
,
IT] (- ) lo II 1211)( 2.e>11 II 6~~ 6>HT ?-j 1 =- -2 f.ok
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MIN. CCVE::~ AI
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DETAIL TYPICAL CONCRETE PILECAP 8 COLUMN
DETAIL FIVE
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PI ECAP
PILE
DEPTH = 31_611
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hI ':/ 'L/ 1 -,(P -0 ?;>.C? _
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DETAIL THIRTY FOUR, PIL
DEPTH = 51_lO"
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s=tt 0 --roj
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-N\ DEPTH PER SECTION 8/S- 5
=Nj
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DETAIL ONE HUNDRED THIRTY FOUR PILE PILECAP
DEPTH = 51_10"
1~1-21'
I I'" ViI
, II I II I ~ , II 'II I II
1- ?;1-0, 1 -t:P' I-u. ?;l-a ,-~
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DETAIL THIRTY PILE PILECAP
DEPTH = 51_10"
:.N
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DEPTH PER SECTION A/S-5
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fIe:: I LAPS CLASS IICIITENSJON
3000J?S.J. COMPRESSION LAPS
STRUCT. PILE CAPS, GR ADE BEAMS,
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,
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II 35 116
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REINFORCING BAR LAP SCHEDU,LE
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Y. H. LEE ASSOCIATES, ARCHITECTS
337 17TH STREET, OAKLAND, CA 94612
(415) 451-4400
UL TIMAR
ONE
A
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CLEARWATER,
ON SAl'~D
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C,BEARING
N29039'04'E
N25005'14'E
S28 54'29"W
./
No, RADIUS ARC
1 1859.86' 150.69'
2 1859.86' 145.6"
3 185986' 19893'
CHORD DELTA
04038'32' 150.65'
04029'09' 145.58'
06 07'42. 10983'
LEGAL DESCRIPTION -
NORTH SITE
--
A portlon of Section 19, Township 29 South, Range 15 East,
Pine11as County, Florida, being more fully described as
follows:
Commence at the Southeast corner of said Section 19, thence
N. 89004'07" H., 2351.80 feet along the South line of said
Section to a point on the Westerly right-of-way line of Gulf
Boulevard (100' RjW, O.R. 1766, Pag~s 293-295); thence along
said Westerly right-of-way line N. 31058'20- E., 857.04 feet
to a curve concave Northwesterly having a radius of 1859.86
feet; thence Northerly along said curve and right-of-way
150.69 feet through a central angle of 04038'32-, (C.B.
N. 29039'04" E., 150.65 teet); to the POINT OF BEGINNING;
thence nontangent leaving said right-of-way N. 76049'33- W.,
411.00 feet more or less to a point on the mean high water
Ilne of the Gulf of Mexico; said p01nt hereinafter referred
to as Point "A" for convenience; thence from the Point of
Beginning on the aforementioned Westerly right-of-way line of
Gulf Boulevard, being a curve concave Northwesterly having
a radius of 1859.86 feet, Northerly along said curve and
right-of-way 145.61 feet through a central angle of 04029'09",
(C. B. N. 2500')'14" E., 145.58 feet), thence N. 22050'39" E.,
JOB.BO feet; thence leaving said Westerly right-of-way line,
N. 67009'21" 1'-1., 395.00 feet, more or less to the mean high
water line of the Gulf of Mexico; thence Southwesterly alon~
said mean high water line and binding therewith to the afore-
mentioned Pou,t "A-.
Containing 4.) Acres more or less and subject to easements,
restrlctions, and rights-of-way of record~
r- p~r~i~~fLse~t~~~.R::n~hli~~ s~ut~'OR~:~ l~I:~t,
. Pinel1as County, Florida, being more fully described as
follows:
Commence at the Southeast corner of said Section 19, thence
N. 8900,4107" l-v., 2351.80 feet along the South line of said
Section to a point on the Westerly right-of-way line of Gulf
Boulevard (100' RjW, O.R. 1766, Pages 293-295); thence along
said Westerly right-of-way line N. 31058'20" E., 553.31 feet
to the Point of Beginning; thence N. 89004'07" W., 383.00
feet, more or less to a point on the mean high water line of
the Gulf of Mexico; said point hereinafter referred to as
Point "A" for convenience; thence from the Point of Beginning
along the aforementioned Westerly right-of-way 1ine of Gulf
Boulevard the following courses and curves; N. 31058'20" E.,
303.73 feet to a curve concave Northwesterly having a radius
of 1859. 86 fel~t; thence Northerly along said curve and right-
of-way 150.69 feet through a central angle of 04038'32";
(C.B. N. 29039'04" E., 150.65 feet); thence nontangent leaving
said right-of-way N. 76049'33" W., 411.00 feet more or less to
the mean high water line of the Gulf of Mexico; thence South-
westerly along said mean high water line and binding therewith
to the aforeml~ntioned Point "A".
Containing 4.1 Acres more or less and subject to easements,
restrictions, and rights-of-way of record.
DESIGNED
DRAWN
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NOT VALID fOR CONSTRUCTION
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"~ LIMITS OF CONSTRUCTION--- ___J '----- /
UL TIMAR PHASE ONE (SEE LEGAL THIS SHEET) /
t- ::::::'~-'- ~__ ='" 0 ~ I -LLLLi II I ( 1-1- U LL U L1 J L U U ULJ I / JUl
""-... . - -- -0 -=- -=-::. - =- =- =". r:;'\".~"~; \~ - ,~ - - - -'~- - - - ---!....~...!- - -
-__ ----0---- 822 5039 W ------------~----
---____ I '" / '"
----------_/ -..........-------------- -.........~-
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--
---
-----
GULF BL VD.
---- - -
----
(100' R/W)
KING ENGINEERING ASSOCIA TES, INC.
Engineers 0 Planners 0 Surveyors
24945 u.s. 19 NORTH · CLEARWATER, FLORIDA 34823 · 813-791.1441
-- -- --
-- --
--
--
--
aeSf co. ,
A PY
. "aflable
UL TIMAR TWO DEVELOPMENT CORPo
1520 GULF BOULEVARD
CLEARW A TER, FLORIDA 34630
PHONE: (813) 595-8915
OVERALL SITE PLANI
NO.
4-1\- "1\
DATE
ADDc-D PHA'SE: iwo U:-6A-.L DC;SC~\P\\ON
REViSIONS
APP'O BY
LEGAL DESCRIPTION..
LIMITS OF CONST.
UL TIMAR PHASE.
ONE
That portion of Section 19, Township 29 South, Range 15 East,
pinellas County, Florida, being further described as follows:
Commence at the Southeast corner of said Section 19; thence
N.89.~04'07"W., 2351.80 feet along the South line of said Section
to the West~rly right-of-way line of Gulf Boulevard (100' R/W,
O.R. 1766, Pages 293-295); thence along said Westerly right-of-
way line, N.31058'20"E., 857.04 feet to a curve concave
Northwesterly having a radius of 1859.86 feet; thence
Northeasterly along said curve and right-of-way line, 245.07 feet
through a central angle of 07032'59" (C.B. N.28~11'50"E.,
244.90 feet) to the POINT OF BEGINNING; thence leaving said
right-of-way line non-tangent, N.67009'21"W., 32.97 feet; thence
S.22050'39"W., 4.49 feet to a curve concave Northeasterly having
a radius of 41.62 feet; thence Northwesterly along said curve
130.74 feet through a central angle of 180~00'OO" (C.R.
N.67009'21"W., 83.23 feet); thence N.22~50'39"E., 4.49 feet;
thence N.67009'21"W., 112.08 feet; thence N.22~50'39"R.,
13.08 feet; thence N.67~09'21"W., 92.38 feet; thence
S.22050'39"W., 9.33 feet; thence N.67009'21"W., 22.00 feet;
thence S.22050'39"W., 19.33 feet; thence N.67009'21"W.,
63.62 feet to the mean high water line as shown on the Sand Key
Beach Renourishment Project survey as recorded in Bulkhead line
and erosion control line Plat Book 2, Pages 64-65 of the Public
Records of said County; thence along said line, N.24039'22"E.,
375.79 feet; thence leaving said line, S.67009'21"E., 395.11 feet
to the Westerly right-of-way line of said Gulf Boulevard; thence
along said right-of-way line the following, S.22050'39"W.,
308.80 feet to a curve concave Northwesterly and having a radius
of 1859.86 feet; thence Southwesterly along said curve 51.23 feet
through a central angle of 01Q34'42" (C.B. S.23038'OO"W.,
51.23 feet) to the POINT OF BEGINNING.
.-
.-
Containing 3.38 acres more or less
I.{)
0)
C")
LEGAL DESCRIPTION -
PHASE ONE
BOUNDARY
That portion of Section 19, Township 29 South, Range 15 East,
Pinellas County, Florida, being further described as follows:
UJ
Commence at the Southeast corner of said Section 19; thence
N.89.04'07"W., 2351.80 feet along the South line of said Section
to the Westerly right-of-way line of Gulf Boulevard (100' R!W, O.R.
1766, Pages 293-295); thence along said Westerly right-of-way line,
N.31.S8'20"E., 857.04 feet to a curve concave Northwesterly, having
a radius of 1859.85 feet; thence Northeasterly along said curve and
right-of-way line, 198.93 feet through a central angle of 06.07'42"
(C.B. N.28.S4'29" E., 19B.83 feet) to the POINT OF BEGINNING;
thence non-tangent, N. 57.09'21" W., 405.41 feet to the mean high
water line as shown on the Sand Key Beach Renourishment Project
Survay as recorded in Bulkhead line and Erosion Control Line Plat
Book 2, Pages 64-65 of the Public Records of said county; thence
along said line, N.24.39'22"E., 405.34 feet; thence leaving said
line, S. 67.09'21" E., 395.11 feet to the Westerly right-of-way
line of said Gulf Boulevard; thence along said line, S.22.S0'39"W.,
308.80 feet to a curve concave Northwesterly and having a radius
of 1859.85 feet; thence Southwesterly along said curve, 97.38 feet
through a central angle of 02.59'S9" (C.B. S.24.20'39"W., 97.37
feet) to the POINT OF BEGINNING.
::
.....
C\J
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o
Containing 3.74 acres (162,993 sq. ft.), more or less.
o
I'--
LEGAL DESCRIPTION -
PHASE TWO
BOUNDARY
THAT PORTIO" OF SECTIO" 19, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING
HOD FULLY DESCRIBED A8 P'OLUl1fS:
COKMElfCE AT THE SOOTHEAST CORJttR OF SAID SECTION 191 THENCE
.. 89.04'07- W., 2,351.80 rzET ALONG THE SOUTH LINE OF SAID SECTION TO TKI WESTERLY RIGHT-Or-WAY
LINE 0' GULF BOULEVARD (100' IVW, O.R. 1766, PAGE 293-295) 1 THENCE ALONG SAID WESTERLY RIGHT-Or-
WAY LIn,
N. 31.58'20- E., 826.75 FEET rea THE POINT OF BEGINNING1 THENCE, LEAVING SAID LIXW, N. 58.01'40-
W., 13 7 . 22 FEET, THENCE
N. 81.09'21- W., 250.63 rEZT TO THE MEAN HIGH WATER LINE AS SHon Olf THE SAND BY 8EACH
RENOUJtISHKElf'l' PROJECT SURVn AS RECOROED IN BUtJO{EAO LINE AND EROSION CONTROL LIg PLAT BOOK 2,
PAGES 64-65 OF THE PUBLIC RECORDS OF SAID COUNTY1 THENCE ALONG SAID LINE .. 24.39'22- I., 205.97
rzET: THENCE, LEAVING SAID LIn, S. 67.09'21"E., 405.41 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE
AND A NON-TANGEJrl' CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1,859.116 r!ETl THENCE, ALONG
SAID USTERLY RIGHT-OF-WAY LINE TIm FOLUlWING, SOUTHWESTERLY, ALONG SAID C'URVE, 198. 93 n:n
THROUGH A CENTRAL ANGLE OF 06.07'42- (C.B.
S. 21.54'29- W., 109.13 nET), THENCE S. 31.51'20" If., 30.29 F'l!:n TO THE POIin' 0' BIGINJfIlfG.
COIn'AINIRG 1.922 ACRES, HOD OR LESS.
JOB NO.
1999-053
F,B. NO.
DATE:
2-4-91
SCALE:
1" =50'
L
s ~:=~,'-,,~R
SEC. 19, 2!'" ':
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SECTION
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TOWNSHIP
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22
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S 67'50'39"W
S 22"50'39"W
N 6T09'21"W
N 22'50'39"[
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5 67'50'39"W
5 22'50'39"W
N 6T09'21"W
N 22"50'39"[
N 6T09'21"W
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S 67"09'21.[ 159,33
59,10
N 67'0921.W ,62_33
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9,62
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~:STAr-,CE
20.95
749
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53
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58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
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83
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5 67'09'21 "E
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5 67'09'21"[
5 22'50']9"W
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N 67'09'21"W
N 22'50'39"[
S 67'09'21 '[
S 22'50'39"W
N 29'17'04'E
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S 22"50'39"W
S 67'09'19'[
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S 67'09'21"[
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N 67'09'21"W
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11.02
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6,51
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42.80
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9.05
5.57
21.28
6.06
18,74
5_95
5,11
20.33
8.37
742
2227
18,61
9.33
1172
2604
577
22,10
35.57
22,10
35-57
20.46
: 1. 00
2',_00
22.00
21,00
21.94
21.00
21,94
35.35
9.55
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CONDOMINIUM
PROPOSED
A
SECTION 19, TOWNSHIP 29S, RANGE 15E, CLEARWATER, PINELLAS COUNTY, FLORIDA
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! __ -II G-4G 'I'! I,,-=__----JJ '
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fF~----=--r------~---r1 ,~c_, ',III,. , J'I
I ,11:1 --- ,-
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~~~~1~~~.~ ~~:q
I I I i
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~
---r.-=---------=~---~--~lf~--~----~-------=-=------=--~~-~---~-----~i!
(n i GjJjJJ~jJ~7lJJJjJ lJ :5t_~~"\
!
,/
/
--
HOMEOWNERS ASSOCIA nON
,_____ COMMON AREA (NOT APART)
- ----
II '~~l,------lj~~T'"'---lr,~----f-~l;~~~"
11 ~ , I I ' i
I I' " :1,
,I (,-69iIG--68"C- C7,':C- 66"G-65 C-64\G-63:,1
I I" ,Ii
I!:: I 'I
11'~=i====!~;==---=r--=r===- - II
,I : II
II " ; I II
II (,-56 (,-57,G-58 G-59'~'CC (,-61 G-62,1
1,1 l ' .',1'
:l~ ~ ~ '
i1.._ _ _"_ _ _"-- __ --"=-- __ .A.. ".J.,_ _..JJ... _ _ "'I
~------------------------~
I
I
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I
!
--
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I' ~
I I
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I 1
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I G-54 ,I
ljl,~~l
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I G-52 'I
I II
______<!J
j
STORAGE
+_ _ ----t
TRASH
I
~
.
I --::=:-~
'I G-51JI
I, I
-- I
I' - '-II
,I, G-50 II
1:' II
I ~~~=~-41
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30
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15
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o
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LEGEND
B
T
S
LCE
E
..
EL
G
BALCONY
TRASH CHL'TE
STORAGE
LIMITED COMMON ELEMENT
ELEVATOR
STRUCTURAL SUPPORT
ELECTRICAL
GARA~E
~ing Engineering Associates, Inc.
c::=::.2 A 24945 U,S. 19 NORTH
CLEARWATER, FLORiDA 34623
--I (813) 791-1441
1, REFER TO GRAPHIC SCALE FGR DIMENSIONS NOT SPECIFICALLY
INDICA TED
2. INFORMATION SHOWN HEREON IS BASED ON PLANS BY
Y,H, LEE ASSOCIATES AND ARE SUBJECT TO SLIGHT v.A.RIANCES
WHICH MAY OCCUR DURING CONSTRUCTION
3_ ALL IMPROVEMENTS SHOWN ARE PROPOSED_
FLOOR PLAN FOR L_EVEL 1
4. HOMEOWNERS ASSOCIATION COMMON AREAS ARE SHOWN FOR GENtRAL
ItJ,('RMII I(,N nNI Y
A.LC,. -1990
SHEET 3 OF 10
~ 'i >-- j ') 1 -,--
, __ / \, I . l .) I
.~-
..
-~
--~
":"" -
-~-
--
Jt.
~
435.36'
NOTE:
RETENTION AREAS RA- 3, 4 & 5 HAVE BEEN REDUCED AND RA-6 HAS BEEN ELIMINATED.
HOWEVER, THE PROPOSED RETENTION AREA SYSTEM IS STILL OF SUFFICIENT SIZE
T9 PROVIDE STORMWATER TREATMENT FOR THE ENTIRE UL TIMAR PROJECT.
{{. ~ tC' ~ ' f1~' +' ,~
12 a ,," &- '" q; & ((; y. 0'i>< ~.},'\- ;
;....0 \J' ,,& ~ Q. \,,9'" ~ oT &- ~ cJ- 1<1>'-
\.9 /0..,0 \9' /0..,0 1.9' Q 0'" !Z 01{)
1-..0. Ul' 1....0 I,p'
---..--
Z)-- -
--Ati- ___
30
l
,s 0
.r-3~
SCALE IN FEET
SCALE: ,.. ==30'
____ GULF OF MEXICO
....---.'-r------
, ...----
/
tl.PPRO)( LOCAtION ,-'
OF 1-\161-1 WATEr< MA\2K./
CURVE DATA
\
\
i L 4- L-F ' 11:>" 12'c.F' e 0 00 % -- :
\
\
\
"'} 0'" .}
iL.1/) J) Vi- v
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0."- ~' V
~ N~~40 39'22UEf.~Y\.9\9
-- -- --
30
:~
MEAN HIGH WATER LINE PER BULKHEAD
LINE AND EROSION CONTROL. P.B. 2.
P_G_S._64 & 6_5_~ _ _
-- m -1-. 1047.67'
-.=,11,....-- _
No. RADIUS ARC
1 1859.86' 150.69'
2 1859.86'145.61'
CHORD OEL T A .,9.BEARING
04.38'320 150.65' N29039'04-E
04.29'090 145.58' N25005'14~E
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___ u ._(. - __ __ Vi v - -- ~ II 11 --- --- - -- - -- - - - - - -
- - _ - - *------ (S R t:j( &, pyc. U,D EX. 5 D I.P
LEGAL DESCRIPTION - - - - ~"'~ - - -.,"-?f- - - - - - - _._._~99)n n __ _ ..... ..._ n _ _ _ __ n __ __ _ _ __ __ _ _ __ _ _ _ _ _ __
A tract of land lying within Section 19, Township 29 South, Range 15 East. y~'" SIT E D A T A
PiDellas County, Florida and being more particularly described as follows: - - - - - --
-~".::i .....
----... '.. '~p,'f
.4,.., .1/
.. :'.. -' 0:3t." f
., '..i ,'11, (;)
------
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-- -- --- ---
\.t" ~ 4.3
3 TOWNHOUSES
4643 S,F,
I
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,....
,....
,
LO
0)
Cf)
5' ~IDEWAu<.. "'.
GALvANI ZfC) :.:,le'L
RAIL, wiTHIN
5 I PUBl,IC ACC.E.S6
19500 S.F. ALLOWA3LE
TOWER COVERAGE
19453 S, F. ACTU AL
TOWER COVERAGE
CONDOMINIUM BUILDING TOWER
~ 141 UNITS .
(/ Y UL TIMAR PHc3
ex:
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VIEW CORRIDOR
ME,5
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CABANA ~LUB
CONDOMINIUM
77-42
t'l-- ';,AND
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Av "able
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IN'5TALL- FIIZC - - - -
l-frDl2ANT' A55cMI?L..'(
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e
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$
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l2CP ~ 0.00 %
308.80'
N
'CALa '" "lnLl.
. t\
1--
LE-GEND
EXISTING
,./ ..-......1______
\1,Q,.--
~.
N/A
PROPOSED
--0--
---I
CONTOUR
ELEV A TION
DIRECTION OF FLOW
SWALE
SANIT ARY SEWE:R MANHOLE
STORM INLET
STORM MANHOLE
N/A
,.J!B-
--
FLOOD ZONE NOTE: - - - - _ _ _
THIS PROPEHTY LIES WITHIN FLOOD ZONE A 11 (EL 11.0) ----
& ZONE V 14 (EL. 14.0) AS DEPICTED ON FEMA INSURANCE
RATE MAP COMMqNITY PANEL No. 125096-00148
DATED JUNE 1,1983.
TOPOGRAPHY TAKEN FROM CITY OF CLEARWATER
STORM ATLAS MAP OVERLAY, TOPOGRAPHY IN
PHASE 3 DISTURBED DUE TO PHASES 1 & 2
CONSTRUCTION
Br:tv.oecn Suucturcs:
!'lONE
150"
[SO"
MITERED END SECTION
WATER MAIN
'" -,
~
Commence at the Southeast corner of said Section 19: thence N89"04'07"\V, for 2351.80 feet;
along the South line of said Section 19 to the Westerly right-of-way line of Gulf Boulevard
(100' RfW per OR 1766, pages 293-295); thence along said Westerly right-of-way line.
N31oS8'20"E, for 55331 fee~ to tbe POWT OF BEGINNING; thence leaving said right-of.
way line, N89"04'07"\V, for 384.26 feet to the mean high water line as shown on the Sand
Key Beach Renourishment Project Survey as rerorded in Bulkhead Line and Erosion
Control Line Plat Book 2, pages 64-65 of the public records of Pinellas County, Flori~
tbence along said line, N24"39'2Z'E. for 43536 feet; thence leaving said line, S67"U9'21"E,
for 250.63 fee~ thence S58"01'4O"E.. for 137.22 feet to the Westerly right-of-way line of said
Gulf Boulevard; thence along said line. S310S8'2O"W, for 273.44 feet; to the POINT OF
BEGINNING; aIld containing 3.02 acres, more or less.
E.:illTh'iG
ERQf~Q
REQUIRED
(Min or Max )
',v.1terhOfll
Side:
NONE
~,..
50'.
.
~1f ....
lONING DISTRICT,
PER SETTLEMENT
STIPl!IA nON
NIA
NIA
Re::n:
NONE
2()'"
20'"
;;
&
--0--
--0
- ..
USE,
VACAi'ff
RE$IDEi'ffTAL
N/"
HEIGHT-
NfA
174 :S,;:tl9' ,209'
210'
.
LOT AREA (Sq,f._ .nd Ac',,-,I:
G,0S3 Are.a ('Wirhin properly lin~)'
(8,6 ACl
}74,616 Sf
N/A
N/A
Wi,h Bonu~ rl'~~tf)n1 (if appliohle): N/A
NIA
!'I/A
...-
.
Net Area (Gross minuJ 8% Mu.. for
vehicular aCCC5."iW3r;,):
PAVED VEHICULAR AREAS (Sq,fl. and
% of ~ile)'
NONE
(l?,Q%)
71.:4? SF
N/A
N/A
~/A
N/A
OPEN SPACE
1'01.1 (or the Lot (Sq,fl. and
%ofsilcl:
NONE
(lJ.3%)
4?mJ SF
!'I/A
LOT WIDTH:
NIA
965',
':-i/A
LOT DEPTH'
N/A
j71' ~
N/A
---...---
+ UNIT S
114
138
148
400
ofl PARKING
SPACES
143
172
185
500
DENSITY (Ba.,,-ed on net .Joc-.'\):
!'I/A
-lIi.51 DU/AC
':-i/A
For (he Fronf Yard (Sq Fl 31'1d
% of reqUired front yard):
!'IO!'lE
l1.1.50 SP
NIA
- --(X)- - GATE VALVE ---.+--
_..:2:. _ FIRE HYDRANT ASSEMBL Y --!:-.
o--U_D- UNDERDRAIN WIINSPECTION BOX _UD-
NOTES
NONE
NONE
([<1%)
52529 SF .
Clcar Space (Wah:rfronC Property):
_.-
1. l\LL CONSTRUCTION TO COMPLY tiltH CITY or CLEJl.RWJl.TER STl\HDI\RDS, I\ND/OR
OTUER AI'PLIC1.BLP: REQUIREMENTS.
2. No STRUCTURlS (12" OR GREJl.TER IPJ HEIGHT) WIIJL BE LOCl\TED SEl\WI\RD or
TilE COI\STl\L CONSTRUCTION CONTROL LINE,
" MnltHuH SETMC1<S WILL fJE tROVIDED roh I\LL flUILDINGS, INCWOING TilE
MINIMUM R~OUtREO 20 FT, WATER fRONT ~tTfl^C~,
4. IIGNS 1.NO r!NCIN~/W^LL8 A~I IUBJlCT TO SEPI\RI\Tt REVIEW l\NO PERMITTING
PROCt8l!JU.
UL TIMAR
ONE
TWO
THREE
TOTAL
BUILDING COVERAGE (Sq fl. .nd % of
C;'os..~ Sile):
NIA
ExterIOr Penmctcf Burfer~:
!'lONE
(;ROSS FLOOR AREA and fAR
NONE
N/A
N/A
-"--
TOP or BANK
TOE OF SLOPE
SETElACKS (Also Indudc dimen:S1ons
on slle phn t1r3~'ng):
Parkinlot LO{ Inferior Land.sc3rln~
(Sq.Ff Jnd'~ of Paved V~hlcul~H
.uca~. alw. depict on site r/;]n
dr"w;n~ by "ih3ldinil;/cToss h(ifChln~J:
NIA
Front'
!'lONE
140"
PARKING (Gi"'1: .lpplicahlc formub);
NONE
Side:
!'lONE
;0".
;0'.'
N/A
AREA TO BE FILLED
Rc;u'
NONE
2()'"
2()".
'TOWER ON!. Y
1I!I!i:~~~__ _ ____ .-.1__ _~~~
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-~==~==I==---=-==--==-=~-~---- -- - -----, -
__ __________ +--______________,_,__,_,_, - n___' _" ~"____~--'---
7. , I () Co qz : R EMOVE:-D POO L
--, "I -,,--~;;-.I ~,:;6~~~_~~~U\-N~, ~~G '::>F'S, tTC:--PERDRC CoMME TS '
'" JA TE : REVISIONS .\PP'D
I BY
_~"""""'..JL~,.., _'~~.~~ ;;L._,u.-;,"'~""'''''IiI; '-"-__,~..2I-;.J,,, '
SCALE,
1
OAH
NOT VALlO FOR CONSTRUCTICN
UNLESS SIGNED IN THIS BLOCK
KING ENGINl.~ERING ASSOCIATE~ INC.
Engineers. Planners' Surveyors. Scientists, landscape Architects
UL TIMAR THREE
1560 GULF BOULEVARD
CLEARWATER, FL. 34630
PHONE: (813) 595-8915
FINAL SITE PLAN
DESIGNED
DRAWN
DAH
CHECKED
?q7
Q,C_
11.L'
/~
II 24945 U.S, 19 N, 0 5440 Beaumont Center Blvd, D 8406 Massachusetts Ave, 0 1241 S. Lecanto Hwy_ 0 297 N, Broad Stre.t
Clearwater, FL, 34623 Suite 460 Suite A,2 L aeanto, FL, 32661 Brooksvllle, FL. 34601
(813) 791-1441 Tampa. FL_ 3~634 New Port Richey, FL_ 3465! :'j -d. !4~,Wh - (~(:4i 796-5103
(813) 886-0111 (813) 846-0904
1 tl - 30'
___._~_________,_____ OF
~
-_--.d;,_i_~l:~.::.....,1..,....::::.. ,-.
"
,.
,------
I
I
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I
------------1---
39'-0"
------------------------------- j 00 00 00 00 -C D-
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D a a a e 9l a a Q a I I
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1 b 0 l-obJl I I I EE I 111 f-R I ff-H- r++H lit It JEB I ,
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~=--=--=t--------------- TOP ROOF ------------ ----
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: TOwNHOUSE ENVELOPE
I [15' TO 60'(H)]
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- - _1- _ _ ~ _ _ _ _-,
I
I
I
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MUL TI -LEVEL
BLDG. ENVELOPE *
[250'('w') X MAX 210'(H)]
~
FLOOD PLAIN
@ el. 11.00'
--~---
PLAZA LEVEL el. 17.0'
GARAGE LEVEL el. 7.0'
PHASE THREE
PHASE THREE
PHASE TWO
PHASE ONE
SECTION
EAST
ELEVATION
1/40"=l'-ON
1/40"=1'-0'"
t COl'):I
r"1e~ \."
.., '''aP (,;
"., '" 1)1 f1
250'
130'
20'-0" MIN. SETBACK
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--------------------------------------------------------------------------------__________________ i
N 24;059'06'[ 524.26 CCCL 0 0 0 0 0 --------
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PROPERTY LINE
--:----------------
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<1:
:L
't-
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~
MUL TI -LEVEL
BLDG. ENVELOPE *
[250'('w') X MAX 210'(H)J
* PHASE THREE MULTI-LEVEL
BLDG. ENVELOPE SUBJECT TO
DESCRIPTION UNDER CITY OF
CLEARwATER ALTERNATIVE
APPRoV AL) PER - 21 APRIL/1992
DELINIA TED FIRE LANE **
(MIN. 'w'IDTH 20')
* * ALL 'OFF - DRIVE' PAVEMENT
MATERIALS SHALL BE SUBJECT
TO APPROVAL OF THE
CITY OF CLEAR'w'A TER
FIRE DEPARTMENT
-
--
--- ---
---,---,
-------
----,-
----
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---
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PARKING DECKI
To'w'NHoUSE ENVELOPE
[15' TO 60'(H)]
'-
---,
-'--
'---
---
---
---
---
----
[MIN. 10'-0", AVERAGE 20'-01lJ
C1 S 310 58'20N\./ 30.29'
C2 R=t859.86'
A= 150.69' l'
6=04038'32'"
C3 R=t859.86'
A= 145.61'
6=040 29'09"
l'
ELEVATION
SITE
PLAN
1/40"=1'-0*
~.,-_..,....'-'..,,,..~,-..,:io;4.~..
~ SECnON H
v, CITY OF ClEARWATER
DCT 08
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i ! : 1
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-------------------------------------+------------------------------_ j N 240 39'22" E 610 33' !
6 'I' -------------- ----- I-------~ -=~=~~_=__-~=~-=_~~_=_~=~-=~~=-~ _ ~ ~-= ~- - - ---J_ -===--=-----=______ __________ _______ ___ ____
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....
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......
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[15' TO 60'(H)]
20'-0" MIN.
SETBACK
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U3SRP15S
TITLE:
SITE PLAN
REVIEW
REVISIONS:
15/SEPT/92
DATE: 8/JULY/92
SHEET:
\
I
/
DESIGNEe
?t1?
LA~
CHECKE.9pC:{ 7
~
DRAW'N
Q.C.
./
-
GULF OF MEXICO
APPQO)(_ LOCAT'I'~;:-:'~~~g :~~...---...
...
IS
m
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SCALE: ," =30'
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--
...
~
~
~
E'X., L06..DI NG
6-.12E:6-.
r
CURVE DATA
""
No- RADIUS ARC
1 1859.86' 150.69'
2 1859.86' 145.61'
'-
C,BEARING
N29039'04 uE
N25005'14 uE
~
30
j
.M
II
CHORD DEL T A
04038'32u 150.65'
04029'09u 145.58'
...
344.96'
.- ...-.~
..
~~
150"
'-1
.
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.
150"
50'*-
N/A
OF
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PHASE ONE
EB II ~I R=11m tmJ tEE
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EB 1,1 =RI~ R+i-llm
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209' - 0"
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--~---
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PHASE THREE
PHASE THREE
PHASE TWO
SECTION
EAST
ELEVATION
1/40#=1'-0#
1/40"=1'-0*
20'-0# MIN. SETBACK
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130'
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-------..-----...---- I
--- --- .--.-- .-- -.------- ----.- -. -..- - - ---- ._________ i
N 24i59'06'E 524.26 eeeL 0 0 0 0 0 --.----
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150'
MINIMUM
I.
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.......x
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MUL TI -LEVEL
BLDG. ENVELOPE *
[250'('w') X MAX 210'(H)]
* PHASE THREE MULTI-LEVEL
BLDG. ENVELOPE SUBJECT TO
DESCRIPTION UNDER CITY OF
CLEARW'ATER ALTERNATIVE
APPROV AL PER - 21 APRIL/1992
DELINIA TED FIRE LANE **
(MIN.W'IDTH 20')
* * ALL 'OFF - DRIVE' PAVEMENT
MATERIALS SHALL BE SUBJECT
TO APPROVAL OF THE
CITY OF CLEARW'ATER
FIRE DEPARTMENT
--,--
'-----
---
---'--
------
'--
.--,__ I
'--
.--.__ I
'~.~
'----.1__
----
------
----
.-------
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PARKING DECKI
TOW'NHOUSE ENVELOPE
[15' TO 60'(H)]
'-
'-'-
.--,-
--
--
---
-- --.---
--.-- -
---
10'-0*, AVERAGE
.-.-.-.-.-.-.-.-.---.-.-.-.-.-.-.-.-.-.-.-
Cl S 310 58'20"W' 30.29'
C2 R=t859.86' l'
A= 150.69'
~=04 038'32#
C3 R=t859.86'
A= 145.61'
~=040 29'09*
l'
ELEVATION
SITE
PLAN
1/40"=1'-0#
<'~'T..rO)I\'
!..I,C,\,. .! i .1 i
C1I~ OF CLEARWATER
DCT081S92
-'1~t,iO'A~D..
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BLDG. ENVELOPE
[140'x24 O'x 210'(H))
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PARKING DECKI
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SETBACK
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GARAGE LEVEL el. 7.0'
U3SRP15S /
TITLE:
SITE 1
REVP
Rf
!
-
---
NOTE:
RETENTION AREAS RA- 3, 4 & 5 HAVE BEEN REDUCED AND RA-6 HAS BEEN ELIMINATED.
~t HOWEVER, THE PROPOSED RETENTION AREA SYSTEM IS STILL OF SUFFICIENT SIZE
/\~(J; /l~~'" "}'~,;/" ~l ~ TO PROVIDE STORMW A TER TREATMENT FOR THE ENTIRE UL TIMAR PROJECT.
\ ~,s) < 4<,~~' __ IN;4039'22RE/c"::.t A.&~~"'~ R6'~~C ~cl'~ i;~~ ~~' .J,>. /.}
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LE-GEND LEGAL DESCRIPTION - - * - - - - ",,!/- - - - _ __ JSoRo_699>_ _ _ _ _ ____ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
PROPOSED - - o/x:,;\-
N' A A tract of land lying within Section 19, Township 29 South. Range 15 East. -- - - ~rv _ _ _ SIT E D A T A -
Pinellas COUDty, Florida and being more particularly described as follows: - - - - --
~ --
Z)-- -
____ GULF OF MEXICO
, '., --- "'--r----.-
,.,-----
CURVE DATA, _
MEAN HIGH WATER LINE PER BULKHEAD
LINE AND EROSION CONTROL P.B, 2,
PGS.64 & 65-......
-- -<---l__
-~- - -
No. RADIUS ARC CHORD OEl T A C.8EARING
1 1859.86' 150.69' 04-38'32- 150.65' N29039'04-E
2 1859.86'145.61' 04029'09- 145.58' N2500S'14-E
.30
l
15
1
SCALE IN FEET
SCALE: 1" ==.30'
o
F
30
1
.6.P P 1<0)( LOCA1'ION ;'
OF ~\GH WATEQ MA12.,( ./
1047.67'
- - -~
n
------
-----
------
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LOCATION MAP
30 .
"
t
e
~
$
N
'eA~ '" Ml~1
. \It
I ~
EXISTING
./' -.........,.....-/
\1.~
~.
N/A
--0--
-~
CONTOUR
ELEVATION
DIRECTION OF FLOW
SWALE
SANIT ARY SEWER MANHOL.E
STORM INLET
STORM MANHOLE
Rctweert SlfU(1ure.<;.:
NONE
ISO'.
150'.
- --e><r - GATE V ~,L VE as
_.:2:. _ FIRE HYDRANT ASSEMBLY ~
o--U.D- UNDERDRAIN WIINSPECTION BOX _UD-
NOTES
FLOOD ZONE NOTE: -- - - -- - - - _ __
THIS PROPERTY LIES WITHIN FLOOD ZONE A 11 (EL. 11.0) -
& ZONE V 14 (EL. 14.0) AS DEPICTED ON FEMA INSURANCE
RATE MAP COMMUNITY PANEL No. 125096-0014B
, ,
DATED JUNE 1,1983.
TOPOGRAPHY TAKEN FROM CITY OF CLEARWATER
STORM ATLAS MAP OVERLAY. TOPOGRAPHY IN
PHASE 3 DISTURBED DUE TO PHASES 1 & 2
CONSTRUCTION
E:ill:IIllil
E'RQ.ru.:if.Q
REQUIRED
(Min Of Max...)
\)v'3lcrfront
Side:
NONE
SO'..
50'.
;;
&
--v--
---0
.
..
Commence at tile Soutlleasr comer of said Section 19; tIlence N89"04'07"W, for 235L80 fee:;;
along the South line of said Section 19 to the Westerly right-of-way line of Gulf Boulevard
(100' RfW per OR 1766, pages 293-295); thence along said Westerly right-of-way line.
N31058'20"E, for 553.31 feet; to tile POINT OF BEGINNING; tIlence leaving said right-of-
way line, N89"04'07"W, for 384.26 feet to the mean high water line as shown on the Sand
Key Beach Renourishment Project Survey as recorded in BuI.khead Line and Erosion
Control Line Plat Book 2, pages 64-65 of tile public records of Pinellas County, Florida;
thence along said line, N24"39'2Z'E.. for 435.36 feet; thence leaving said line, S67"09'21"E,
for 250.63 feet; thence S58"01'4O"E, for 137.22 feet to the Westerly right-of-way line of said
Gulf Boulevard; thence along said line, S310S8'2O"\V, for m,44 feet; to the POINT OF
BEGINNING; and containing 3.02 acres. more or less.
lONING DISTRIC.T
PER SETTLEMEr-IT
STIPUI.A nON
,'<fA
Nf,\
RC::lt:
NONE
"' ~".
20".
..
AI .
USE:
VACAr-IT
RE-,IDE/'ITl^L
NIA
HEIGHT'
N/A
". ~,::m' ,209'
210'
-a
LOT AREA (Sq,ft. .nd Acres):
Gross Area (within property linc.s.):
(8_6 AC)
)74.616 Sf
N/A
NI"
Wi,h B(1"u~ rrl')'VtSiOn5 (i( appl1ca:hle): N/A
N/A
N/A
MITERED END SECTION
WATER MAIN
.
-, ------ -....
Net Area (Gr<X..1 mlnID; 8% Max. for
vehicular acce~W'J'ri);
PAVED VEHICVt.AR AREAS (Sq_Ft..rod
% of ~ire):
NOl'lE
(19,0%)
71;:4<1 SF
N/A
NfA
NIA
N/A
LOT WIDTH:
NfA
965',
N/A
OPEN SPACE
T"'.I for 'he l.o< (Sqft, and
%o(site):
NONE
(IJJ%)
4<1,Rl1:l SF
NIA
LOT DEPTH,
N/A
371' ,
NIA
For the: Front Yard (Sq_Fl. <'Ind
% 0; required (ron( yard):
NONE
-.-
1. ALL CONST~UCTION TO COMPLY WlTH CITY or CLEARWATER t;TANDJl.ROS, A"OjOR
OTHER ArFLICABLJI; REQUIREHENTS.
2, .fa STRUCl'UPlS (12" OR GREATER IN nEIGHT) WILL, BE LOCATED SEJl.WARD or
TilE CO^STIH. CoNSTRUCTION CONTROL LINE.
:t, HItltHUM SETSACI<S WH,L. BE PROVIDED Fon "",l. fJUILOINOS, INCWOHIG THE
MINIMUM R~QutR!O 20 tT. WATER FRONT ~tTfJ^CJ(,
., lIONS ANO nNcINOjWALl.8 ARI SUM!eT "0 ElErMl.p,Tr. REVIEW "'NO rERHlTTnlG
"RectUM.
11 UNITS
114
138
148
400
11' PARKING
SPACES
143
172
185
500
DENSfTY rn.l...\ed on net aCTe~l:
NIA
~.51 DUlAC
N/A
NONE
(14%)
52529 SF .
Clear Space (W~u::rfronf Property):
NONE
---..--
UL TIMAR
ONE
TWO
THREE
TOT AL
nUILDfNC COVER,\(;E (Sq.fl. .nd % of
Gr(K' Site):
N/A
Exterior Perimeter Burrers:
NONE
(;ROSS FLOOR ARF.A and fA,R_-
NONE
N/A
N/A
----'--
TOP OF BANK
TOE OF SLOPE
~ETnACKS (t\lw ,"dude dlme"~lOn~
on ~jle pi:," dral,l."mg}:
Parking Lot Interior LandM:3plng
(Sq.Ft and % of Paved V~hicular
arcas; abo. depict on 511e rl:1n
rlraw;ngs hy shading/cr~ hatching;:
NfA
Fro""
NONE
140'.
PARK1NC (Gi....e ~pplic.1ble formula):
NOt'iE
Side"
NONE
5(1'"
SO'.'
N/A
AREA TO BE FILLED
Rea'-
NONE
20'"
::f)'''
'TOWER ONLY
OAH
NOT VAL~ FOR CONSTRUCT~N
UNLESS SlGN'ED IN THIS BLOCK
KING ENGINI.~RING ASSOCIATES, INC.
Engineers. Planners. Surveyors. Scientists. Landscape Architects
UL TIMAR THREE
1560 GULF BOULEV ARD
CLEARW A TER, FL. 34630
PHONE: (813) 595-8915
FINAL SITE PLAN
X~~~~'~--'~<1~7~--+~~~~E:D ~~~~~~~__~_~_ ,~-=-~
, -1 f>" ':' i 6,\:)cx U FIRh___6.~E:, SLDG ~f-5, tTC PER DRC COMME. -r;s
-, -,. - --,-, -, -- -~._----- ------ ----------------------
DESIGNED
DRA WN
DAH
CHECKED
.----j./ /
'fq7
Q,C_
~,lf, ,
II 24945 U,S. 19 N, D 5440 Beaumont Conter Blvd, D 8406 Massachusetts Ave_ 0 1241 S_ Lecan, to Hwy, 0, 297 N, Broad Slre'l
Clearwater, FL, 34623 Suite 460 Suite A-2 L ernnto, FL. 32661 f:lr',ok3ville, FI 34hOl
(813) 791-1441 Tampa, FL_ 3:1634 New Porf Richey, FL_ 3465.i ..~, '1(- ';',. ,-- ,.~, 'I( ,
(813) 886- )111 (8i3) 846-0904
-F
,)A TE
REVISIONS
,\PP'D
S'{
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_....4~.1 _h..
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"
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J TO'w'N HOUSES
I
PLAZA LEVEL el. 17.0'
GARAGE LEVEL el. 7.0'
~
------------1---
39'-011
209'-0
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-==----=.'=t-..------------- TOP ROOF -----_______ ____
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[15' TO 60'(H)]
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@ el. 11.00'
--~---
--------------------
PHASE THREE
SECTION
PHASE THREE
PHASE TWO
PHASE ONE
1/40N=1'-01l
EAST
ELEVATION
1/4011=1'-011
20'-ON MIN. SETBACK
! 250' ~ 130' L
1 i M,'
!
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i :; MUL T!-LEVEL I MINIMUM :
! PROPERTY LINE i ! ! i
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--------------------- , , , i
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* PHASE THREE MULTI-LEVEL
BLDG. ENVELOPE SUBJECT TO
DESCRIPTION UNDER CITY OF
CLEAR~ATER ALTERNATIVE
APPROVAL, PER - 2/APRIL/1992
DELINIA TED FIRE LANE **
(MIN. \.IIDTH 20')
* * ALL 'OFF-DRIVE' PA VEMENT
MATERIALS SHALL BE SUBJECT
TO APPROVAL OF THE
CITY OF CLEAR~ATER
FIRE DEPARTMENT
-----
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~=040 29'09N
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PLAN
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U3SRP15S
TITLE:
SITE PLAN
REVIEW
REVISIONS:
15/SEPT/92
DATE: 8/JULY/92
SHEET:
"
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I
I
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J TO'w'N HOUSES
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GARAGE LEVEL el. 7.0'
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TO~NHOUSE ENVELOPE
[15' TO 60'(H)]
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@ el. 11.00'
--~---
--------------------
PHASE THREE
SECTION
PHASE THREE
PHASE TWO
PHASE ONE
1/40N=1'-01l
EAST
ELEVATION
1/4011=1'-011
20'-ON MIN. SETBACK
! 250' ~ 130' L
1 i M,'
!
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i :; MUL T!-LEVEL I MINIMUM :
! PROPERTY LINE i ! ! i
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--------------------- , , , i
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* PHASE THREE MULTI-LEVEL
BLDG. ENVELOPE SUBJECT TO
DESCRIPTION UNDER CITY OF
CLEAR~ATER ALTERNATIVE
APPROVAL, PER - 2/APRIL/1992
DELINIA TED FIRE LANE **
(MIN. \.IIDTH 20')
* * ALL 'OFF-DRIVE' PA VEMENT
MATERIALS SHALL BE SUBJECT
TO APPROVAL OF THE
CITY OF CLEAR~ATER
FIRE DEPARTMENT
-----
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---,--
------
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"--,--
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--
---
--
---
C1 S 31 0 58'20#~ 30.29'
C2 R=l,859.86'
A= 150.69'
~=04 038'3211
C3 R=t859.86'
A= 145.61'
~=040 29'09N
---------------,--------,-----
l'
l'
ELEVATION
SITE
PLAN
1/40H=1'-01l
.~.......- ".. _._. ...,." ..
j SELTlON R
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OCT 081992
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U3SRP15S
TITLE:
SITE PLAN
REVIEW
REVISIONS:
15/SEPT/92
DATE: 8/JULY/92
SHEET:
250' _0.
130'-6"
co~
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UL TIMi\R III
Y.H. LEE ASSOCIATES 3-17-92
SCALE:
o 20
....
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40
60
r ,,-
100
'""
200ft
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Plan 04
2 Bedroom
2 Bath
1,377 Sq. Ft. Enclosed Area
183 Sq. Ft. Terrace Area
1 ,560 Sq. Ft. Total Area
Bedroom
11'-3" x 12'-6"
Living/Dining
19'-1" x 24'-3"
Make No Small
Plans.
Bedroom Bedroom
10'-9"x16'-0" 11'-5"x 11'-8"
Master
Bedroom
12'-3" x 18'-7"
Bedroom
11'-0" x 13'-4"
Even the greatest of plans could
not compete with these views - so
we designed your residence to make
the most of them, with floor-to-
ceiling sliding glass doors. Terraces
overlooking the Gulf of Mexico.
Living areas and master suites
directed toward the water.
From the ricWy tiled entrances
and state-of-the-art kitchens, these
are residences that live as well as
they look.
Plan 02
3 Bedroom
2Y2 Bath
1,942 Sq. Ft. Enclosed Area
425 Sq. Ft. Terrace Area
2,367 Sq. Ft. Total Area
Master Bedroom
14'-9" x 17'-9"
Master
Bedroom
12'-11" x 18'-4"
Living/Dining
14'-8" x 23'-2"
Living/Dining
20'-0" x 22'-5"
Plan 06
2 Bedroom
2 Bath
1,579 Sq. Ft. Enclosed Area
298 Sq. Ft. Terrace Area
1 ,877 Sq. Ft. Total Area
-+-
-+-
Breakfast
Room
10'-3"x 12'-3"
Breakfast
Room
1 0'-3" x 12'-3"
.
N
Elevators '
Living/Dining
20'-0" x 22'-5"
Master
Bedroom
12 '-3" x 18'-7"
Pllan 07
2 !Bedroom
2 Bath
I
1,579 Sq. Ft. Enclosed Area
_298 Sq. Ft. Terrace Area
1 ,~77 Sq. Ft. Total Area
Bedroom Bedroom
10~9"x16~0" 11~5"x11~8"
Master
Bedroom
12'-11" x 18'-4"
Plan 03
2 Bedroom
2 Bath
1 ,377 Sq. Ft. Enclosed Area
183 Sq. Ft. Terrace Area
1,560 Sq. Ft. Total Area
Master
Bedroom
12'-4" x 14'-0"
Bedroom
11'-0" x 13'-4"
Living/Dining
14'-8"x 23'-2"
Plan 01
3 Bedroom
2Y2 Bath
1,942 Sq. Ft. Enclosed Area
425 Sq. Ft. Terrace Area
2,367 Sq. Ft. Total Area
Bedroom
11'-3" x 12'-6"
Living/Dining
13'-8" x 22'-6"
o
Living/Dining
19'-1" x 24'-3"
Master Bedroom
14'-9" x 17'-9"
1)7pical Floor Plan
Plan 05
1 Bedroom
2 Bath
1 ,100 Sq. Ft. Enclosed Area
110 Sq. Ft. Terrace Area
1,210 Sq. Ft. Total Area
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The Last Word In
Beach Front Living.
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We've saved the best of Sand Key
for our finale: the graceful, luxurious
condominium residences of Ultimar.
The elegant stepped design orients
every residence towards the Gulf of
Mexico. The tropically landscaped
plaza deck presents a beautiful face to
the public, and discreetly tucks all
parking beneath cover.
Inside, an elegant lobby welcomes
you and your guests, and is the focal
point for a full floor of activities, from
a fully-equipped fitness center to a
relaxing club room.
Outdoors, a free-form pool
shimmers under the Florida sun.
Tennis courts bask in the Gulf breeze.
And beyond is your back yard: white
sand and turquoise water, as far as the
eye can sec.
c;eanvater'
Beach
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.
Developed by: ULTIMAR DEVELOPMENT CORPORATION,
a subsidiary of USX Corporation.
1520 Gulf Boulevard, CleaJwater, Florida 34630
(813) 595,0361 TolI,free, (800) 237-4714
ORAL REPRESEl\TA.TIONS CANNOT BE RELIED UPON
AS CORRECTLY STATING REPRESENTATIONS OF THE
DEVELOPER_ FOR CORRECT REPRESENTATIONS, MAKE
REFERENCE TO THIS BROCI JURE AND TO THE
DOCU'\1EJ\TS REOUIRED BY SECTION 718.503,
FLORIDA Slj\TUTES, TO BE FURl\ISHED BY A
DEVELOPER TO A BUYER OR LESSEE.
PRICES AND PLANS ARE SUBJECT TO CHAl\GE FRO'v1
TIME TO TIME \VITHOUT NOTICE.
Make No Small Plans.
Each Ultimar residence has been designed
to make the most of these spectacular views
- with specially tinted windows and sliding
glass doors, and expansive terraces over-
looking the Gulf.
And each residence is furnished with
all the luxury and detail that make the
difference between ordinary...and
extraordinary.
The kitchens, are planned to make
cooking and entertaining a breeze, from
th~ frost-free refrigerator to the built-in
mIcrowave.
The baths are designed for luxuriating
with tiled floors, designer fixtures, oversized
tubs and separate showers.
And each residence is lavishly styled with
ceramic tile - from the foyers
and kitchens to the gulf
front terraces.
Truly, the
residences of
Ultimar live
as well as
they look!
ARTIST'S RENDERING
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Developea by Ultimar Development Corporation, a subsidiary of USX
Corporation - the original developer of Sand Key,
1520 Gulf Boulevard, Clearwater, Florida 34630,
Phone (813) 595,0361. Toll-free (800) 237-4714,
Oral representations cannot be relied upon as correctly stating representa.
lions of the developer, For correct representations, make reference to
documents required by section 718,503, Florida Statutes, to be furnished
by a developer to a buyer or lessee, Prices and plans are subject to change
from time to time without notice,
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We've Saved Our Last
For Best.
Ultimar is our grand
finale on Sand Key.
And when you see
what we've planned
for our very last
parcel, you'll under-
stand why we've saved
it for last.
California architect
Y ui Hay Lee has
designed a striking
and unique "stepped-
out" building profile
that orients every
residence toward the Gulf of Mexico.
Inside, an elegant lobby with its grand
sweeping staircase, welcomes you to a full
floor of activities - from a fully-equipped
fitness center to a
relaxing club room.
And, outside, tennis
players catch the Gulf
breeze. A free-form
pool shimmers in the
sun. The croquet lawn
is lush and green. And
beyond is your back
yard: white sand and
turquoise water, as far
as the eye can see.
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The Amenities Of Ultimar.
Sand Key is the kind of place you've dreamed
about - a private, lovely island just a bridge away
from the mainland.
Here, you'll live on some of the most coveted
real estate anywhere - prime gulf front land. Yet
the city is still convenient. The famous Florida
attractions are nearby. Tampa's famed International
Airport is a short drive away.
Ultimar rises above a lavishly landscaped plaza
deck that tucks parking discreetly underneath, and
presents a contemporary facade that is comple-
mentary to its magnificent surroundings.
Step outside, to the free-form swimming pool,
spa pool, tennis and croquet lawn...all intercon-
nected by landscaped gardens and brick paved
walkways.
Left untouched just beyond is Ultimar's most
prized asset - the white sands and clear waters of
the Gulf of Mexico.
The Site.
· white sandy beaches
· heated free-form swimming pool with
sunning decks
· spa pool
· tennis court
· croquet lawn
· gatehouse and controlled entrance
· under cover private parking
· fully-equipped fitness center with weights and
exercise machines
· sauna and steam rooms
· private club room
· billiards room
· game room with big-screen TV
Level 2 Plan
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1beUltimate In Luxury COnd0miniumResidences On Sand Ke~
- -
1520 Gulf Boulevard,
Clemwater, Florida 34630
(813) 595-0361 .
Toll-free, (800) 237-4714
ULTIMAR DEVELOPMENT CORPORATION,
a subsidiary of trsx Corporation.
Respond Before March 26, d A Private Garage
Is YOurs, At No Additional st.
Ultimar Will Be Announced To The
Public March 26. It Is In Your Best
Interest To Act
Before Then.
Easter Sunday, the
rest of the world will
discover Ultimar. But
then, the most select
units - and this offer-
ing of private garages -
will be long gone.
Prices will never be
more advaIlltageous.
This is your opportunity, prior
to the public announcement, to select the
condominium residence of your choice. And if
you purchase one of the first fifty residences, you
will also receive your very own enclosed garage -
valued at over $10,000 - at no additional cost.
This offer to own a private garage - on the house -
expires Easter Sunday, March 26, 1989.
Ultimar: The Ultimate Condominium
Residences On Sand Key.
Ultimar is an exclusive gulf front community of 114
residences developed by Ultimar Development Corpo-
ration, a subsidiary of USX Corporation. California
architect Yui Hay Lee has designed Ultimar to afford
every resident an unobstructed view of the beach and
the Gulf of Mexico. Ultimar will be lavisWy landscaped,
and complete with every amenity.
Here Is Your Opportunity And
How You Respond.
Here is your opportunity to
reserve the residence of your
choice at special pre-
construction prices,
with a private
garage at no addi-
tional cost. Refer
to the enclosed
information sheet
for more details on
1, 2 and 3 bedroom
residences.
Make your selection, and then respond:
1. Call immediately, (813) 595-0361
locally, or toll-free, (800) 237-4714, and
ask a sales associate to send you, via Federal
Express, a reservation agreement for the
unit you have selected.
2. To secure your selection and the special
pre-construction price, return your reserva-
tion agreement via Federal Express along
with your check made payable to Citizens
Bank of Clearwater. All deposits will be held
in an interest -bearing
escrow account and are
fully refundable at any time
for any reason. Our receipt
of your reservation agree-
ment and deposit check will
also establish your priority number -
your place in line on the priority list
for a private garage.
3. The first 50 people on the pri-
ority list to sign a contract will receive
a private garage with an automatic
door opener at no additional cost.
All other purchasers will receive an assigned under-
cover parking space - valued at over $5,000 - at no
additional cost.
Reservation deposits for this special offer are as follows:
1 bedroom/2 baths. . . . . . . . . . . . . . . . . . . . . . . . $ 5,000
2 bedrooms/2 baths . . . . . . . . . . . . . . . . . . . . . . . $ 7,500
2 bedrooms/2 baths comer unit . . . . . . . . . . . . . $10,000
3 bedrooms/2Y2 baths. . . . . . . . . . . . . . . . . . . . . $15,000
4 bedrooms/4Y2 baths penthouse. . . . . . . . . . . . $25,000
Public Announcement Sunday, March
26, 1989.
Open this mailer for a preview of the advertisement
that will appear in the ,,,14j11
St. Petersburg Times .liII, ;J'!.~.
and Tampa
Tribune on
Sunday, March
26, 1989.
LEGAL DESCRIPTION
LIMITS OF CONSTRUCTION
ULTIMAR PHASE ONE
That portion of Section 19, Township 29 South, Range 15 Eas1t,
Pinellas County, Florida, being further described as follows:
Commence at the Southeast corner of said Section 19; thence
N.8io04'07"W., 2351.80 feet along the South line of said Section
to the West~rly right~of-way line of Gulf Boulevard (100' R/w,
O.R. 1766, Pages 293-295); thence along said Westerly right-of-'
way line, N.31058'20"E., 857.04 feet to a curve concave
Northwesterly having a radius of 1859.86 feet; thence
Northeasterly along said curve and right-of-way line, 245.07 feet
through a central angle of 07032'59" (C.B. N.28011'50"E.,
244.90 feet) to the POINT OF BEGINNING; thence leaving said
right-of-way line non-tangent, N.67009'21"W., 32.97 feet; thence
S.22050'39"W., 4.49 feet to a curve concave Northeasterly havilng
a radius of 41.62 feet; thence Northwesterly along said curve
130.74 feet through a central angle of 180000'00" (C.B.
N.67009'2l"W., 83.23 feet); thence N.22050'39"E., 4.49 feet;
thence N.67009'21"W., 112.08 feet; thence N.22050'39"E.,
13.08 feet; thence N.67009'21"W., 92.38 feet; thence
S.22050'39"W., 9.33 feet; thence N.67009'21"W., 22.00 feet;
thence S.22050'39"W., 19.33 feet; thence N.67009'2l"W.,
63.62 feet to the mean high water line as shown on the Sand Key
Beach Renourishment Project survey as recorded in Bulkhead line
and erosion control line Plat Book 2,Pag~s 64-65 of the Public
Records of said County; thence along said line, N.24039'22"E.,
375.79 feet; thence leaving said line, S.67009'2l"E., 395.11 feet
to the Westerly right-of-way line of said Gulf Boulevard; thencce
along said right-of-way line the following, S.22050'39"W.,
308.80 feet to a curve concave Northwesterly and having a radilus
of 1859.86 feet; thence Southwesterly along said curve 51.23 fe.et
through a central angle of 01034'42" (C.B. S.23038'00"W.,
51.23 feet) to the POINT OF BEGINNING.
Containing 3.38 acres more or less
LEGAL DESCHI PYlON
PHASE ONE
BOUNDARY
That portion' of Section 19, 'Township 29 South, Range 15 East,
Pinel1as County, Florida, being further described as follows:
Commence at the Southeast corner of said Section 19; thence
N.89'04'07"W., 2351.80 feet along the South line of said Sectiron
to the Wester1y~right-of-way line of Gulf Boulevard (100' R/W, O.~.
1766, Pages 293-295); thence along said Westerly right-Of-way line,
N.31'58'20"E., 857.04 feet to a curve concave Northwesterly, havimg
a radius of 1859.86 feet; thence Northeasterly along said curve amd-,
right-of-way line, 198.93 feet through a central angle of 06'07'42"
(C.B. N.28'54'29" E., 198.83 feet) to the POINT OF BEGINNINC3;
thence non-tangent, N. 67'09'21" W., 405.41 feet to the mean high
water line as shown on the Sand Key Beach Renourishment Project
Survey as recorded in Bulkhead line and Erosion Control Line Plat
Book 2, Pages 64-65 of the Public Records of said county; then<ce
along said line, N.24'39'22"E., 406.-34 feet; thence leaving said
line, S. 67'09'21" E., 395.11 feet to the Westerly right-of-way
line of said Gulf Boulevard; thence along said line, S.22'50'39"W..,
308.80 feet to a curve concave Northwesterly and having a radius
of 1859.86 feet; thence Southwesterly a10n9 said curve, 97.38 feet
through a central angle of 02'59'59" (C.B. S~24'20'39"W., 97.37
fee~) to the POINT OF BEGINNING.
~ontaining 3.74 acre~ (162i993 ~q. ft.), more or less.
\ii,
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VICINITY MAP
I
~i~T'ON
I
I
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t
S~IEET INDEX
1
1-J~
1-ES
2
3
4
DEVELOPER:
... ULTIM~R DEVELOPMENT CORP.
~~ 600 GRANl STREET
-, ;::;~ PITTSBURG..,..,..H" PA 15230
TEL. (813) 995-8915
ENGINEER:
CUMBIRY & FAIR INC.
CONSULtiNG CIVIL ENGINEERS
2463 ENTERPRISE BOAD, CLEARWATER, FLORIDA 34623
CLEARWATER 797-8982 I TAMPA 223-4333
COVER SHEET & INDEX
OVERALL SITE PLAN
OVERALL DRAINAGE PLAN
SITE IMPROVEMENT PLAN
PAVING ,~. DRAINAGE DETAILS
SEWER &iWATER DETAILS
Cd;} ;4 cA~~~
Tff. '/Lor 1:JJ_\
ri/ PLANNING I DmtOPMtttll ~,
~i, City 8f Clei''Wit~t ;~
V POST OFFICE B0X4748 . ·
t CLEARWATER, FLORIDA 3461'
"P1~.~ ~~iu:
'i-;~';:~",,~;:;'::'" ~ \ ~,t l t, ~ f,
Certified as a true and correct,.-cp .5H~f ~ft~ RWc"',,(-, . , .;;
D~velopment Review Committee~;,f.S~pt er,--14 , 3~89. .:'~~~. a:,,'~5~?f{::~
Wltness my hand and the seal of;!JneGity of .C'Jear\V.ii''fer''Fio~1tl~this''
9th day of January, 1990./~:: '.. : .'2/~" ;0: ..'. ~_
;" :. J; '.~,- ,;,../ .,1
... t.:,;~' .
the
i;;-'t"fU;:~~.ge:P C.,:j !Clerk.,
~>,:,-,.>_,.'-:t4'-: ~7~,::;:l7' ':. -~~;!J,?:,:: I' lH., H <""'" . 1>..4..~ :-:: ~
Conditions 1, 2, 3, 5, 6, 7, 8, 9 10,.:,~,l~~12f~':r.4':nJt* ~~",,?a.t~ii-f.rail':'>'/';""
S,bjoet to Coodit i oo"lt~:;;;;:..!...::: ;~:~C~~;~,
4. Signs an~ f~ncing/walls are~s~'15~~yt~i sepa;~te'~~vie~
and permlttlng processes. ""th'U\'\'
13.
A ~ i ~e 11 as C~unty Hea lt~ U , ;At".-):ljneUas'C6llrtty;::~,i;c\!;:;,,,,~~~
Ut~"ty Permlt.and a ~O utl .?,:..easementovElr-wafer"'c;'>
maln~ are requlred prlor to the issuance of a building
perml t.
-
tt'J\Si.\1_'
~.
~~@~rrw~ffi'
DEG 13 1989 lJJ
PLANN!NG
DEPARTMENI
- "
DEe 1 2 1989
SHT. 1 of 4
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GULF
of
MEXICO
PROPOS E D
HIGH WATER LINE
MEAN
(On face of seawall)
ut
EXISTING
N24059'06"E
""
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\
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~ N 31058'20"[
SOUTH LINE OF /
SECTION 19 /
R/W line
N3J058 '20"E
857.04'
----
--
--
-- --- ----
~PROPOS ED
(See Note No. I )
----------------
'~
\
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-- -- --
EROSION CONTROL LINE ~
MEAN HIGH WATER LINE PER
/ BULKHEAD LI NE AND EROSION
CONTROL LINE (PLAT BOOK 2, PGS_ 64-65)
MEAN HIGH WATER L1Nf
S_I~ L B#2168 POI NT "A'"
32 W Seawall ,/
COSTAL CONSTRUCTION CONTROL L1NE-------
702 , 2 5
I S'Concrefe Seawall
~\~~
~~\J
CO~S
\)~~
~\)~
O~
~~~~
~
-.1
<1'
o
~ 0
1..0_ -.1
0-1 0-1
0-1:: 1..0_
CD
R = 1859,86 '
A =198.93'
6. =06007'4211
CB= N28054'29"E
C =198.83'
303.73 · fu #2168 CD
Gu / T --8 ------ "R= 1859.86 '
~-;-:::::::. OU/eVO~d A = /50.69'
29'3~~:-PG;S2S3 2 ~(IOOrR L1=04038'32"
-=- ,95j- __ / W) .'- =.~ _..~.., ,
... - ...
2119~~ PR.M N.G_S, nd~Oll < ~_ ___
"HARRIS E"~,_'~'
Southeasl Corner of
Se'_',on 19-29-15
DESCRIPTION
DATI!
o N S
DESCRIPTION
R :E V
IS
MAC 11/22/89 REVS. PER SWFWMD, PIN. CO., &
CITY OF CLEARWATER
BY
CITY BLUE PRINT CO_
PO.B.
----
N24039'22"E
FIR in seawa II (R-59)
N2402505 E
~
po-
I-
W
W
J:
>(/)
!:to:
<(w
0>
Zo
::Ju
Oz:
COo
w...J
Zo::t
O~
WW
(/)...J
<(W
J:w
a.~
I
~V
~J
3:1
~\~~
o~~~
z
o
i= UJ
u Z
:::J 0
a: IJJ
I- C/)
C/) <(
Z J:
o a.
U a::
u.. <(
o :e
~ 5
~ :>
::i
FIR. 3.39'
(On cc.c. L) I
r
t
I
1
6C L F I
\~
~-L6~WOOd::j
/)2,2 UJ
/ Trailer _N
/ ~
f7/ -~ ~
6 'Wood Fe nr 1 l'-
~,
6'CLF
J
406. 34'
34496'
ULTIMAR
(SEE LEGAL ON COVER SHEET)
R = 1859.86'
A = 97. 38'
f?\ 6. = 020 59'5911
o CB=S24020'3911W
C= 97.37'
'" I P.OB
S.LR LB#2168
\~
C=/50651 ~---
. R = /859 86'
C8 = N 29039104"E A = /45.6/'
fl = 04029'09"
FOR
~
.
. .
'I
@ ---........ F.l.R, # 2168
./ S 22050'3911W
C = 145.581
CB= N 2500511411E
Parlrimg
05
Encrochmenf
3oaf'
~n
._-~~
~,
, ~ (S.R. 699 or Co. Rd. 208)
'0
~ it. Na! I.
~;
'".
""~" ...
CUMBEV & FAIR INC.
CONSULTING C:IVIL ENGINEERS
ENGINEERING · PLANNING · LAND SURVEYS
2463 ENTERPRISE ROAD CLEARWATER 797-8982
CLEARWATER, FLORIDA 33575 ~ TAMPA 223-4333
ULTIMAR DEVELOPMENT CORP.
600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595-8915
DRWN BY.
D.J.H.
DATE _
DSGN BY:
DATE_
CHKD BY:
DATE_
SCALE:
1" = 50'
o 10 25 50 100
hrmI It..-'---L ~----J
SCALE: 1"= 50'
LEGAL DESCRIPTION
NORTH SITE
'~l
~I
"t'.
h
I
-0) I
~I
A portion of Section 19, Township 29 South, Range 15 East,
Pinellas County, Florida, being more fully described as
follows:
Commence at the Southeast corner of said Section 19, thence
N. 89004'07" W., 2351.80 feet along the South line of said
Section to a point on the Westerly right-of-way line of Gulf
Boulevard (100' RjW, O.R. 1766, Pages 293-295); thence along
said Westerly right-of-way line N. 31058'20" E., 857.04 feet
to a curve concave Northwesterly having a radius of 1859.86
feet; thence Northerly along said curve and right-of-way
150.69 feet through a central angle of 04038'32", (C.B.
N. 29039'04" E., 150.65 teet); to the POINT OF BEGINNING;
thence nontangent leaving said right-of-way N. 76049'33" W.,
411.00 feet more or less to a point on the mean high water
line of the Gulf of Mexico; said point hereinafter referred
to as Point "A" for convenience; thence from the Point of
Beginning on the aforementioned Westerly right-of-way line of
Gulf Boulevard, being a curve concave Northwesterly having
a radius of 1859.86 feet, Northerly along said curve and
right-of-way 145.61 feet through a central angle of 04029'09",
(C.B. N. 25005'14" E., 145.58 feet); thence N. 22050'39" E.,
308.80 feet; thence leaving said Westerly right-of-way line,
N. 67009'21" W., 395.00 feet, more or less to the mean high
water line of the Gulf of Mexico; thence Southwesterly along
said mean high water line and binding therewith to the afore-
mentioned Point "A".
I
------
Fnd"X"Cul
-
:>
U
x
2
-~
-\0
Iri<i
(j)Q)
r<>rn
~
Containing 4.5 Acres more or less and subject to easements,
restrictions, and rightS-Of-way of record.
LEGAL DESCRIPTION
SOUTH SITE
A portion of Section 19, Township 29 South, Range 15 East,
Pinellas County, Florida, being more fully described as
follows:
Commence at the Southeast corner of said Section 19, thence
N. 8900,4'07" W., 2351.80 feet along the South line of said
Section to a point on the Westerly right-of-way line of Gulf
Boulevard (100' R/W, O.R. 1766, Pages 293-295); thence along
said Westerly right-of-way line N. 31058'20" E., 553.31 feet
to the Point of Beginning; thence N. 89004'07" W., 383.00
feet, more or less to a point on the mean high water line of
the Gulf of Mexico; said point hereinafter referred to as
Point IIA" for convenience; thence from the Point of Beginning
along the aforementioned Westerly right-of-way 1ine of Gulf
Boulevard the following courses and curves; N. 31058'20" E.,
303.73 feet to a curve concave Northwesterly having a radius
of 1859.86 feet; thence Northerly along said curve and right-
of-way 150.69 feet through a central angle of 04038'32";
(C.B. N. 29039'0411 E., 150.65 feet); thence nontangent leaving
said right-of-way N. 76049'33" W., 411.00 feet more or less to
the mean high water line of the Gulf of Mexico; thence South-
westerly along said mean high water line and binding therewith
to the aforementioned Point "A".
FI.R
~I
~, j
Fnd. Nail ~
---_._-~--~--
Containing 4.1 Acres more or less and subject to easements,
restrictions, and rights-of-way of record.
/
l
DEe 1 2 1989
PRO.JECT
SHEET
9/89
ULTIMAR
1-A
~
~DB NO.
OVER ALL SITE PLAN
664A
G U L F 0 F M E X I C 0
5T ATE OWNED PUBLIC BEACH
"- PROPERTY LINE
- --- -- - -- - - ---
- - - - -- ~ - --- ' -
51(. r BA.R~/eR (rYp) ~
OWNED
\
PUBLIC
PROPERTY LINE
BEACH
STATE
-
-- ~..:--
~
-
.- ---==-.:--_. ~-- - --.-
- .--::-- -. . ~-=
MEAN HIGH
-- - - ----- - - --- ---
---- .:. -::-
......- .......... --=-- -
. ~~
~ -------- --- --
.:-- ~'.----:---~~.-----.:-
EXISTING SEAWALL
-
-
-
-
-
..
-
-
II
WATER
SAND KEY
CONDOMINIUM
SOUTH BEACH
1
14 - 83
SAND KEY
CONDOMINIUM
,SOUTH BEACH
I I
20 - 35
C
:::l
0.
<
0.
ct>
0.
SAND. KEY
CONDO~~INIUM
SOUTH E3EACH
14610
SAND KEY
CONDOMINIUM
SOUTH BEACH
1480
65-19
3.6 Ac.
C-<ls
r.<J 1l;-4
;>;> C~U~
....<7 lJ
,2
I SLAN D
JD KEY
)0./2..1600
~4 6.74
-g-4 Inv,nw4.91
Inv s 4.74
L J
II
-
-
-.
-.
-
-
-
-
~
~
At.~3.4 Ac.
.::,V
.......
N
co~
<00
-
:::l
-+
ct>
-.
(t)
VI
-+
54-153
3.8 J\c.
~
3.75
Inv_s-0.73
tov ow - 0.40
~
In v 335/ I---..; \"""'^--
Inv. 3,38
/tnv,2.43
5ILT13AKRIER(r'lp) ~ Inv_Z,90 30"x20"RCP :..... ~... UIIII
_1-------- -- ~ -...-- .. --.. - '2 tnv, 2~- ~
~ 1.0 Ac. R/W ;:
= " 6.52 IIIlUIILl1l.1l1Ullll1l III II tI.lEJtll111 HI II II U_ ;
:;:. ., '111"t11l1l1'ldHIII1.!llllllltlIIlUIIIIIIUHlII111nv sw 3.33 1j 1_ \( u. \ Inv w 2,48
1111111111111111111 U' . \:J" I 3 33 VI tov e 2.42
nv, ne. nv_ 3.51 0
Jnv_ 3.48 15 -
~I
0'1
:' I
1TI
31
:-1
o
ill
~I
~I
~I
~I
~I
18" RCP
Inv_ 3.38-
-
...
4.54
tnv. n 8e 2.64 N
-J>o
24
~
183
R.
c.
BLVD
~
~:2J
'H;;'\ //
L..:/ v I
COtvD\o /H.4Frso
, \ M'AI/(j lJfT
\ \ M 3
\ \ 9-5
\ \ 6
C. R.
/83
~
COI
EI
15 ..
4.43
Inv, e 1.85
C
:::l
0.
:::l <
-+ -.
ct> 0.
-. ct>
~ 0.
-+
SAND KEY
BAYSID~ GAR
'-,-
4.39
Inv, 0 1.80
0_ I
o
=" I I
~ \ \
~ I I
o t I
~ II
-J>ol~
:&1
\D
I I I
'"
'" I I
~I
I I
CONDOMINIUM
ARDENS II
13 - 14
COND
'50 ,
SAND KEY
SOUTH BAY
SAND KEEY
B A-Y S I [) E
.......
N
71 -64
'- -::::-. k
0.67/
I nv_
SEAWALL
" - .:-..- - - - :~ - - - - ~ - ::::::--.:::::-... -= ~- --
/",,/ --, ~ ---- --- ------
, ,- =------- ....... ----- - - - - -----------
~~~"
~
)7
~
.,;'
"?
)7
......-
......-
/" \-1;)-1;)9 ~
,//" :?>f!:>9-- ~
-____.../ ",lit ~
0,,' ~
. ~
.....-:
- --\- -
- -- ....... --- - . ~ -- - --~ I
r - . - _ ------.. '---.:
. _ _ - _ _ _ . l(
-- - - ------ - - - - ----:.;
- ~ - - - - -- -- "---=--= ~ --,./
'"
- -------
-- --
0.25 50 100 200
~1 j
SCALE IN FEET
300
i
J
LEGEND
H HIJ U II DRAINAGE RIDGE LINE
---~DIRECTION OF FLOW
----HAy BALE SILTATION BARRIER
z
to
o
-
~
Method of Instllllation
FABRIC SEDIMENT CONTROL DE1rAIL
.
The contractor shall maintain
Silt Barriers throughout time
of construction activity.
NOTE:
~
1.x2.x41 STAKES
(MIN. 2 PER BALB)
HAY BALE
- - ..
-:.~ -;..
If.
.
HAY BALE SILTATION
BARRIER DETAIL
DEe 1 2 1989
REVISIONS
FOR
PRO..JECT
SHEET
BY DATE
DESCRIPTIO rll
DESCRIPTION
BY DATI!
DRWN BY. MAC
DSGN BY: V.W.F.
CHKD BY: V.W.F.
DATE_ 11-89
DATE_ 11-89
DATE_ 11-89
... ULTIMAR DEVELOPMENT CORP.
~ 600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595-8915
~
ULTIMAR
CUMBEV & FAIR INC.
CONSULTING CI'VIL ENGINEERS
1..8
MAC 11/22189 REVS. PER SWFWMD. PIN. 0).. &
CI Y OF CLEARWATER
ENGINEERING · PLAiNNING
2463 ENTERPRISE ROAD
CLEARWATER, FLORIDA 34623
· LAND SURVEYS
CLEARWATER 797-8982
TAMPA 223-4333
.Joa NO.
OVERALL DRAINAGE PLAN
SCALE: 1" = 100'
664A
Victor W. Formby, P.E. #17699
Florida Registered Engineer
CITY BLUE PRINT CO.
G U L F 0 F M E X I C 0
5T ATE OWNED PUBLIC BEACH
"- PROPERTY LINE
- --- -- - -- - - ---
- - - - -- ~ - --- ' -
51(. r BA.R~/eR (rYp) ~
OWNED
\
PUBLIC
PROPERTY LINE
BEACH
STATE
-
-- ~..:--
~
-
.- ---==-.:--_. ~-- - --.-
- .--::-- -. . ~-=
MEAN HIGH
-- - - ----- - - --- ---
---- .:. -::-
......- .......... --=-- -
. ~~
~ -------- --- --
.:-- ~'.----:---~~.-----.:-
EXISTING SEAWALL
-
-
-
-
-
..
-
-
II
WATER
SAND KEY
CONDOMINIUM
SOUTH BEACH
1
14 - 83
SAND KEY
CONDOMINIUM
,SOUTH BEACH
I I
20 - 35
C
:::l
0.
<
0.
ct>
0.
SAND. KEY
CONDO~~INIUM
SOUTH E3EACH
14610
SAND KEY
CONDOMINIUM
SOUTH BEACH
1480
65-19
3.6 Ac.
C-<ls
r.<J 1l;-4
;>;> C~U~
....<7 lJ
,2
I SLAN D
JD KEY
)0./2..1600
~4 6.74
-g-4 Inv,nw4.91
Inv s 4.74
L J
II
-
-
-.
-.
-
-
-
-
~
~
At.~3.4 Ac.
.::,V
.......
N
co~
<00
-
:::l
-+
ct>
-.
(t)
VI
-+
54-153
3.8 J\c.
~
3.75
Inv_s-0.73
tov ow - 0.40
~
In v 335/ I---..; \"""'^--
Inv. 3,38
/tnv,2.43
5ILT13AKRIER(r'lp) ~ Inv_Z,90 30"x20"RCP :..... ~... UIIII
_1-------- -- ~ -...-- .. --.. - '2 tnv, 2~- ~
~ 1.0 Ac. R/W ;:
= " 6.52 IIIlUIILl1l.1l1Ullll1l III II tI.lEJtll111 HI II II U_ ;
:;:. ., '111"t11l1l1'ldHIII1.!llllllltlIIlUIIIIIIUHlII111nv sw 3.33 1j 1_ \( u. \ Inv w 2,48
1111111111111111111 U' . \:J" I 3 33 VI tov e 2.42
nv, ne. nv_ 3.51 0
Jnv_ 3.48 15 -
~I
0'1
:' I
1TI
31
:-1
o
ill
~I
~I
~I
~I
~I
18" RCP
Inv_ 3.38-
-
...
4.54
tnv. n 8e 2.64 N
-J>o
24
~
183
R.
c.
BLVD
~
~:2J
'H;;'\ //
L..:/ v I
COtvD\o /H.4Frso
, \ M'AI/(j lJfT
\ \ M 3
\ \ 9-5
\ \ 6
C. R.
/83
~
COI
EI
15 ..
4.43
Inv, e 1.85
C
:::l
0.
:::l <
-+ -.
ct> 0.
-. ct>
~ 0.
-+
SAND KEY
BAYSID~ GAR
'-,-
4.39
Inv, 0 1.80
0_ I
o
=" I I
~ \ \
~ I I
o t I
~ II
-J>ol~
:&1
\D
I I I
'"
'" I I
~I
I I
CONDOMINIUM
ARDENS II
13 - 14
COND
'50 ,
SAND KEY
SOUTH BAY
SAND KEEY
B A-Y S I [) E
.......
N
71 -64
'- -::::-. k
0.67/
I nv_
SEAWALL
" - .:-..- - - - :~ - - - - ~ - ::::::--.:::::-... -= ~- --
/",,/ --, ~ ---- --- ------
, ,- =------- ....... ----- - - - - -----------
~~~"
~
)7
~
.,;'
"?
)7
......-
......-
/" \-1;)-1;)9 ~
,//" :?>f!:>9-- ~
-____.../ ",lit ~
0,,' ~
. ~
.....-:
- --\- -
- -- ....... --- - . ~ -- - --~ I
r - . - _ ------.. '---.:
. _ _ - _ _ _ . l(
-- - - ------ - - - - ----:.;
- ~ - - - - -- -- "---=--= ~ --,./
'"
- -------
-- --
0.25 50 100 200
~1 j
SCALE IN FEET
300
i
J
LEGEND
H HIJ U II DRAINAGE RIDGE LINE
---~DIRECTION OF FLOW
----HAy BALE SILTATION BARRIER
z
to
o
-
~
Method of Instllllation
FABRIC SEDIMENT CONTROL DE1rAIL
.
The contractor shall maintain
Silt Barriers throughout time
of construction activity.
NOTE:
~
1.x2.x41 STAKES
(MIN. 2 PER BALB)
HAY BALE
- - ..
-:.~ -;..
If.
.
HAY BALE SILTATION
BARRIER DETAIL
DEe 1 2 1989
REVISIONS
FOR
PRO..JECT
SHEET
BY DATE
DESCRIPTIO rll
DESCRIPTION
BY DATI!
DRWN BY. MAC
DSGN BY: V.W.F.
CHKD BY: V.W.F.
DATE_ 11-89
DATE_ 11-89
DATE_ 11-89
... ULTIMAR DEVELOPMENT CORP.
~ 600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595-8915
~
ULTIMAR
CUMBEV & FAIR INC.
CONSULTING CI'VIL ENGINEERS
1..8
MAC 11/22189 REVS. PER SWFWMD. PIN. 0).. &
CI Y OF CLEARWATER
ENGINEERING · PLAiNNING
2463 ENTERPRISE ROAD
CLEARWATER, FLORIDA 34623
· LAND SURVEYS
CLEARWATER 797-8982
TAMPA 223-4333
.Joa NO.
OVERALL DRAINAGE PLAN
SCALE: 1" = 100'
664A
Victor W. Formby, P.E. #17699
Florida Registered Engineer
CITY BLUE PRINT CO.
EXIST.
PROP.
G
U L
-,
F
o
F
M
E
x
I
C' 0
\ -=----
./>- ~lI!ooI.._)>..,
f~~_
~, \ '1d'~
-'. , ,...... l' l
-"'to:' ", - ~
~~---,/
SITE DATA
LEGEND
. -
... . .... APPROXIMATE LOC~~I.~N OF HIGH WATER MARK:\
-----...---- ---....- ----...- --'" ' -----...-
----... .
o
I
15
30
I
SCALE IN FEET
90
~
=--[- -~;;~~~ S~~.~~, I
-- , L" - M'" t. ,- '0 _--o-o---i' ' .
= -T=-=--=-- ~Y~nr-~~:a...w, :-=-z :9:L_---L-__---=
--- ...oo."~'9!'r- " ~'
_ -'--"',"," oj" ,-,-
---- 1----- 1--- - t n -0 I .. r I G"'RATe- ~
-- ,------ -- ~!:'^- IJ:' J:'I : l:;l Q(,\
-1---'-, r-'~ '" R :? Q('\
-f-------- f---- -- r-- -=r=-=-
-- - ---- ---
1l/11
II/^
.__...r"'-__
- -...r- --
.
-
SANITARY SEWER MANHOLE
STORM SEWER INLET
STORM SEWER MANHOLE
CONTROL STRUCTURE
WATER MAIN
CONTOUR ELEVATION
SPOT ELEVATION
ZOJlruG DISTRICT.
EXISTlIlG
Por Settlemont
StiplIlatioll
PROPOSED
REqUIRED
111111. or Hnx. t
==::i-t:=--
.
USE.
Vaennt
llealt10llUaJ
II/II
===0==-=
...----...-
60
IIII!
LOT AREA (Sq. Fl. nlld Ac l'l! 9 ).
GI-OS9 AI-en (wilhill properly IIlles) 1
(J.7) lie)
1(,2,5)) !l.r.
Il/T\.
II/II
x 5.45
~
5 - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ ""'" _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ '-- _ _ _
~', ' ---
C?'
0<<' ~~lQ MEAN HIGH WATER LINE PER BULKHEAD_LINE, ~.
'O~ CO. AND EROSION CONTROL P.B. 2 PGS. 64.65 OX ?',,-
" " - ~ ';)~
6 - - - - - - ~ _ _ _ _ _ _ __ _ _ _ ~O ~~.
----- --- ./J.-v'
...---...
r- NOTE: PLANTER WALLS WITHIN 20' SETBACK
NOT TO EXCEED 3' IN HEIGHT.
--- f------ -1---
1----
Nel A~ea (Gros9 mlouo 61 Max. for
vehiculnr nCCCG9ways)1
II/II
13';,5039.f.
11 ill.
IJO,O;'c. G. f.
__r,
--'LJ
-II
----
------------- ----- - -- - - --5
-
oJ
-----'--
---- -.,
-- ,-=
__ :,:~i'<
III
- F=--'-
, 'f.- ___ E X I S TIm; I 20"73'< tu-'R C p-
~ - L "---.
...:~- ;...rj7.,:* ~'. , I
..g.k..,,~:,;."S'i"";. ... -----.JI~--:.../
-~_;t->:.i..l: i!:;; - ~-::-;=-:--_ S
!.OT WIDTllr
II/II
<105' !
fl/II
!.OT IJEPTllt
N/1I
395' :l:
N/'"
----{X}--
_...~_ FIRE HYDRANT ASSEMBLY
VALVE
\.
'-
~.
C?
o~ Vj"-
oq ,co.
" y-'
~----6
-- -_---4--____ =J.af-.M1~I-
--- --------1-, -,-- -.~ ==--G-l.,:-&A--RAN(~-------i
--O-------1-------{~t+__MA_t I
,- ---------------L-_,_ '~I 1
I
i ---- - - ---1-____ =...f>ROPQSU: f-------l.---_ _____
-,'"".. -------J----f-- ---- ~i_F_lR_E ,,- T
-~-=: L=__~_~~--== ,=.:.=~-=------~=...-t;-=-__=t==_=_ ___
==-b:-' P .
:-.-=F----L ----- --~_OO~~~ i
~ ---"'..:;,~.-_----=: --~=-==--+=-=-~ ~~~~i-==~t-=-.---- --
lJEIISI1'Y (Daoed 011 net ocres)1
N/II
37 DU/I\C
HI'"
- - -5 - -
~EXIST. SEAWALL
L'
~C?~
t')O ro~
c" "
-<..~.
BUI!.IHIIG COVERAGE (Sq.n. and 1 of
Gross SHe).
NOlle
(9.<1\).
15,316 s.r.
(tl5.<1\)U
7),7'J7 B. f.
fl/II
GROSS FLOOR AREA and F.A.R.t
NQlle
II/II
~----
.. ~~ ...
7__
CONST. TYPE "F"GRATE INLET---
GRATE EL.= 6.60
INV. EL. = 3.,60
~ .. ~~ = =- = = -= =: -= -= = = = = ::- _ .. ~:::: r oooO[J]ooooooooo : CO ooooor 000000000"'-
7____ ~ --- - - - ---::- - - -- - .. ..:: ~. JI----O:::- I II a. 11 - ---I --- --
--- -,-~-c--~------------------------------~~s;-~a . ~ ~ u --.r-l. I i ':'~:O "P"~~~
I Ue- >e , I" , )) F - Lr~ . I"'U.. ~ ". ,_!>~ C~
I ) = w ~ ,~
,------- k ~\:L------;------- ~-:[ :. ~ ~~~~-~- ~--~~c~f~um~ITY ~~~>< -~~)-- r<
n :(((1)_ ~ ,lID): (L -- r-' -~, . --~~~
5-------------- --- ~ - ---r----+--- --='- "-- ~~------_--______ . ... . ;'!y~i "-:~~ ; _ ___
= = : . ;; " . .............,,~ CO~Vj - --6
5__,_ ~ ,01 ....0, ~.. ..~.'~~ PLANTER (TYp.) )t1If;~k~ ,,~ I~. I:
"""'" ,.. '. :'-"::'::~_.. , , ,( ~ g~~~~i~~ ~gTB~ ROLLED OUT/- ~ ~ ,,;/ r~"'1 ; ~ .' \
"', <GJ ':' {J , , "'-:~: ': , ,Q ,::>El~<" . . ~~Gtt'A~Cp~c~~5~ ~UJ~~ /~~ t:\/ ". ,~.';\
"", " " "-'" " 3~DOMESTIC I, ::) ^ zr-; 1\
; .. ,,:. .. : .. : "; " :: .. \ WATER L1NE-~' 0.... w
"', " ,,-. ,'----CONDOMINIUM /bEPR~SS w.r-.:. LY;: lYP ~
.. ", '-- "" ':~ BUILDING TOWER UNDER STORP > "\.
, -- / (SEE PRO,=~~E ~ ~ro --
r---"" ,...-(<.._~.~.,-...,-.-.... ;' , / THIS SHE ~o:: __ .~
-, "'~r--';i7'00:)~<~~~ ...... : . Ii II ~ 8~lyo/
1'............ !7!C::: :c1' :: '\,' : J::: ~ ? ~ ,~: :t.!c; :: 'C!7! .., __ I,: /,~ EX ERIOR WALL 0 / "":00 lj-1~ / ' ,
...... if:" () ::1;: \" : ",,: ,<Y :, IL () 'jj " ; ltl: j: / -0 GA I) AGE STRUCTURE I)V/
8-----__ 0 '>"", 01 - t:' \\ '8 It .""":---, ~ '.- -.., ~ ~;://.:~ \l ~ co~o/ V
-- \ ~. (;~)l': i'. · \, ~ '\~i.. i'c;) Jeeeeeeeeee · I ........' l1~t ~ ~ ~r ~
I J \ ' l,coJ? Leo V ERE D.' "WA L' K /W,i;~,: y'.-) " ,
I ~e'~;'e'.,::'l.~O 'C \~ c,L7'"'\':'..e,.,ec. ,ee'ce,ee,"'" .,,~. ,.i.'.....,... .. ~ ~ \
_--- ....- ~\~'~no' ,/',1] .. / I' .. ~ I ~ 1\
8------ \'-_, ..~ ,CO'?' :2'\ ", ",,0 .',.' \ / ~ f--- = l>- ... ,,\':1; I ~
w "-'- ~ .0' \ - ,~:.-" CQNST. 150 L.F. UNDER DRA N .11/ w................ ,,\.~
l.L.0:: '.....: ' ..=...,, \ :"'" FIL'....ER BED WITH CLE~NOUT-lIt' ~ i "-...... :
j~ / :. ""~: D : co~\; (St t\\ u.t: 'rAI~S-; SHt:t. r No:"3) ,-/" .. caNSt T" PE "F I ~ATE ~ >- " ...............~ ...... ~
:J / / ()' ER U/C CL~.... ~N~ T FOI1 '
<! 0:: / '7 r ' -\ - ~ V NT A N A E
31- /' ;.....~ = :~~ =-~ \ ~/ 'I) 70 r> k ...............
0::(1)// / ~ = --7' I \ \ r--CONST. SAN. IVI.H. No.4 G, ATE E .= ~. \,J A~ SWALE "CU
-. ,-0w / == 0 ~ I \ 4' FROM PLANTER Y T.O.B. EL.= 6.30
- ffi~ ~ ~,; =:pJ ~ \ RIM EL.= 7.0~ \ II. II ::<~ ///5 BOT. EL.= 4.80
~~ ~ = >" ~ = ~~ d ~ ~ 1 WWJ~~8r.?c L~ . \ If. ~~BLli<.1 ~~ I / t / CONST. TYPE "F" GRATE
W(!) a:: y- ,v _I ~ J FOR BLD~. SERV~. y. B )T. EL.-_ . ILRIDGE r ______ IN VAULT SLAB FOR
~ . CL, ., ~' '/ . II' J. - LINE v- VENT AND ACCESS
; t- $~.~\ /....[~e~~~~o;."/.., ...... ~~~~~~@.).18% ~7.45/7.75~'1 GRATEEL.=7.40
--~-~~: '=I:~~' ')d) 2" WATER METER AT PROPERTY LINE
--- - /7, 17 : \, / !j.r-. / I / /1..00/1 \ a !C)l I AND 2" BACKFLOW PREVENTER
. . . , , ,. ...,- /' ~ ~'Y,y/ ",,0" ".., .,.,.,..-:.i-1 / / / S / :;;0 \ \ P LAN T E R ::'1 / I
~ II.~ .. ../ ~ ~~~f ~EDG/O~ '?JO I .jY 1\. i .~ ~'YO / .7.50 // CONST TYPE "F" GRATE INLET
- ,,\f)~ ~E;IST. ASPHALT PAl KING AR;:2~ // _ I AT END OF EXISTING PIPE
~ r- 6.85 7.20 /' GRATE EL. = 5.90
/, j 'J ^ - ___'___ ..---.........._...... ~-t- --7 ':"""'1 INV. EL. S.= 2.90 (PROPOSED)
I '" - c--- ~ -+- r-~' INV. EL. N.= 2.90 (EXISTING)
/ ~- - l- -'~,-- --1-- -- -I- - ~ -+- / \' CONTRACTOR TO VERIFY
.S K"" ;1'.(: i"H:: 1~ ::- ~ ~~ .::. l;7 / .; 1/ ~~ 6 SOl - \ 6.EO /\ EXISTING PIPE INV. ELEVATION
/ / \ ............... PRIOR TO CONSTRUCTION
t II\. 0' . 1.;:;'0 ~_ "\~sY_ _gil;,.....:..:. _ -( ~ / Y Y Y Y y Y ~ Y ;r- - ----.. I ...............
r '-,- ".IV" 7 ,- ~ 7.45 / I ________ IN VAULT SLAB FOR
---- I A "II JI ~ ----'---T'-' CONST. CONTROL STRUCTURE
"- '-1 '" : .:'~"\97 J I . . 1 1 A ^ A ^ J '- ~ /...1 , I / I I, EX,\ST. " INV EL = 3 00 VENT AND ~CCESS
:::- :'.::: :.-:::.....-:';: :':::::: :.: :-::.:: :::>:. :-::.-: :::::::'/':'.' .:-:::','.::: ':"}n~~ " 7.30 ,\, .':-.;, ~/:: :ft., P.ROPOSED.' 5. .CONCRETE. SJDEWAlK.::':.::::>:':'.::': :.: >: ::.::1.....:: ::.:..:. :.'} I \.t...::: :..>:-.:. .J -:-. . .; IN2V~ ;~.~ 2~c;J (SEE DETAiLS, SHEET No.3) GRATE EL. - 6.80
. '" . j. .. .., 'V.v !. \" : ~
'--' ,i---'~. ---- . . """5' R _Pd.,~"i- \'.J/,~ / .--REGRADE EXISTING SWALE-. / - '" ._ . 5 PROPOSED FIRE HYDRANT ASSEMBLY
,-EXIST. 4 B.I.W. '- ~ . -j', _",. ".. . ---"""-'-'-:~'-'-~'~' .-f-t- ~ I "I En .. _ _
. "'-.. . V ,~~~-- '^--./ __- L -.. ,~;.) ~.' ~,-'Y f"l "/Y)'< "~'~'-......... ... 2101 TAPER
'-EXIST 12"W.M:. '---EXISr.;;WALE ~ ~ROPOSED FIR;<iI'" / ~ --- _ EXIS~;;~~~ED 12.'x6" _ JI '1/. ~~~. 1"-...1 '""" "- ~
6--=-__L=====--=-=-===__ __~"'~YDRANT~SSEMBLyj~__ -it- WET TAP ~ VA~~E "!L_ ~ --2"'- __ _ L J _ _ "-_,.--. ~.., ~_
I>< --- -------- I>< CONST. 81 L.F. 8 -( ONST. 72 L.F. 14 X 23 PROPOSED 12" 8" WET TAP a VALVE
.''OJ, ,,~o --------- -:------ ____.;:!_~ PVC (SDR 35) @O.40% ./ __ f ERCP @ 0.21% -",~ (TAP BY CITY ~EE lilY CONTRACTOR)
100 TAPER -t- 2 / -7 CONST. TYPE~Grrlt'T'C'lNl..:--rT ---- - 6 DEPRESS w.M. TO 181 CLEAR. UNDER STORM (SEE PROFILE, THIS SHEET)
CONST.SAN.M.H.No. /G'UL'F BOULEVARD 100' R/W A-- .- --:-- r ~HI~ .~ --- - -
- - - RIM EL.= 7.01: _ : MODIFIED WI SID~OPEmNG _ _ _ _ _ _ TAP EXIST. 12" W.M. (TAP BY CITY, FEE BY CONTRACTOR)
~ - - - - - - - - - "1Nv:-Et==-t-f(J.3'9 - - - - -""'" - - - - - - -;;;- - - - - - - - - - - -. IGRATE:. IT.=o.lO
. . "'. /... ". IOPENING ,~L.= 4.80 '..
I I INV.EL.N.aS.=(-)L23(EXIST.l GRATEEL-630 INVEL-360 RIMEL.=5,50
I I I INV. EL. W.: (-)0.73 (PROPOSED) .- . ..- . INY, EL. E.: (-)0.52,
-- --r~ 1 I I -- OPENING+EL.-5.~.o . __INV.EL.w.:(-)0.61
OPEN CUT I I CONS'f,'A8- L:f.:AI2 '1~PLGQf'JN~CJ,... INY. EL. N.as.:HI.38
EXIST. PAVEMENT THRIJ v.dlll T \Nnl I Loll INV 1-1 = _"\ !"'Il)
I'
I'-- - COASTAL CONSTRUCTION
_ CONTROL LINE (C.C.C.U
-- ---7
SETBACKS (Also include dImensIons
on 9ile plan drawIng).
.. ...-
F~onL .
NOIlO
J 40' ·
. L~-~------- 1 + -f'
j _ ' _1 ~ '-GUl.F_ fLVD.u= f---~-=-:~- ~:'~~~t u:,:'~~_-r ':=~--- --~-~----
--1-'---- :- - t... , PROP.OSe:O S N. M.H.lIIa. 2 --+- -- - - - -,-
- . : , .. . L RIM EL.- 1.0 .. --- -t - -- -----",--
t, . ,t IN, V. EL.= (-)Q;39--- --- '-'-'1-----' --- -" ------
t .; , ' ! '-f-- -l - -- ---, T -'- ------, ,
"'_, I I IS~AN: M,~-No.-r~ I, .'-- L. ,-- POOPOSEDt SAN. M.H. No;--4--'
RIM EL,: 5.75 1 . ' -r --;- . __ ,_',
. . INV.EL.,N.8S.=(-11.23 ~ _PROPOSE~___TaPEL~-j?:t___
~-----l-- I~~~W:~ (~l~,~_~__..:- _-~t\D~7 r . .. IN .,EL.-CfO.l7---- ,---
J. f;10;7j, ):J-JI ~,.~t~~j .--:f-::~ -=:=~ -
I I:j~ I.: l~: l: 'P< .. ..~= ..::
---;-" Ri~c'-~~:4J::\\ f l: ... I:,: .. - t. '"
0, ,:/ ~.~ i '\y_ ~~_,.., '^ ''''>>di\1 -- " -f-
tr; . " c. ."..L31~L'L- . ..~. t:::\ ~ -0 -1,- --
~ -I ~;N dU"T - J, -.~ ~~;~i5~0~~;~ 8L:t~T~~:b~ ~~-~,l - -'-.
..mC, ., ~:ppt::::!~~C~;,ON :r;R~;;;.~~,;~J;~I~~ ~F . . f ..
..- OF EXISTING; 12 DIP W.M. Ej(ISTING.l2 W.M~___ _ .. . ;
-~, I ____ . I '
____'m_ '(f-------- ~ 100 150
GULF BLVD. SANITARY SEWER PROFILE
OFF-SITE IPROPOSED WATER MAIN
CROSSINGS AT
N.E. PROPERTY CORNER
Sider
NOllo
50' ..
~)O I . II
Rear:
NOllo
20' ..
20' ..
Between Structures.
None
1 SO' ·
150' ·
-
-
1" = 5' VERT.
1" = 30' HORIZ.
WATf.RfROtIT.
Side.
NOllo
50' ,.,
!,()' ,lit
SWALE "D"
T.O.8. EL. = 6.30
BOT. EL. = 4.30
CONST. TYPE "C" GRATE INLET
MODIFIED WITH SIDE OPENING
GRATE EL.= 6.30
OPENING EL.= 5.80
I NV. EL.= 3.60
CONST. 50:t L.F. 12"
RCP ((U 0.200/0
CONNECT THRU VAULT
WALL AT INV. EL.= 3.50
Rllor:
None
20' ..
20' ..
IlE1GIlT:
N/II
174.25' ·
210' ·
Wlth Bonus Prov1sions(H applicable).
N/f\
N/f\
N/II
PAVED VEIIlCULAR AREAS (Sq. Ft. and
1 of silO) I
llono
(10\)
29,310 B.L
N/T\.
PROPOSED FIRE
HYDRANT ASSEMBLY
OPEII SPACE
Totnl for the [.ot (!>q.Ft. nnd
Z of Gile).
llono
(6.99\)
113, 596 B. f .
II/II
For lhe F~oot YDrd (Sq.Ft. nnd
Z of requl~ed front yard).
Nono
6,770 !l.r.
fl/II
1" = 5' VERT.
1" = 50' HORIZ.
,
......
.........
......
......
..........
......
........
.......
.......
.......
CONST. TYPE "F" GRATE.
IN VAULT SLAB FOR
VENT AND ACCESS
GRATE EL.= 6.80
PROPOSED 6"
GATE VALVE
Cleoc Space (Waterfront Properly).
Ilone
11 , 266 B. r. ...
tl/II
~;xtl!rIor Pel'illleler Duffersl
None
2<1,2929.r.
II/II
6,
......
......
Parking Lot InterIor Lnnd9~nping
(5'1,ft. alld Z of Paved V,'hlclIlar
arcaG; also, depIct 011 sile pion
drawing by Ghndingl,cro.. hlltchlng).
N/A
N/A
II/II
CONST. TYPE II Fill GRATE
IN VAULT SLAB FOR
VENT AND ACCESS
GRATE EL.= 6.80
PROPOSED 6" SINGLE
CHECK VALVE WI BY-
PASS METER {BY CITY
OF CLEARWATER FEE
BY CONTRACTOR 1 WI TH
GUARD POSTS;
DEPRESS W.M. TO 18"
CLEAR. UNDER STORM
(SEE PROFILE, THIS
SHEET)
- --
r^~KlllG (Give applIcable formuln).
None
144
1.25/IJlI
----, - -.--
. t-~~=~~~ . ~ -== =~~ :~-=~~~,t~~~:~-- ~-: ~- ~~~~j~
1. -- ------ ~--- -----,-- --------J-----~---J-"
., riROPOEO--SAN; M-H. -No..2-=-PROPOs'e:rfsMCM.}.i-NO:'3 ----
-- RIM ELI:-7.0~ -r-'~L: r.Ot -- -- - ---- -
_.' lN~~ - ~ -1~'~F=t:--=-=~_1=L~: O~Z~==~ -= -=-:.- _
-- ,- -~--;---~r-~~~-Et-~~!--D,V--'-~= >----,-- -' _~ ~
-- --:--__ ~---=___ I _ _\. I I' "
------sL:---,= !~=-=- -=~~:~r,~!~~f-~A,~iK-=--:::l~=~~----t ~.. ---=1;
,----- ~--~- -- r-----t",---- ----- f- 11'
-------- ----- II' -------,,--- ,------- ------ '--t,"------ -'- -l~-- -
, ,,--, ~-=: =: ,..--::==----~-=.:.--,~'-= t---:-=----,+:=:::~:=::. ===~~, ~~- =
'__ ., ~ --~~C_ f:~~~~f-~=o.r*,--:~-,~~~=,:- ~,-~ ~
O. .~F, ,~. ~:l.";,'f.,:'.I.;::.ti.'".f~...~.J.;:";.!I.::.:.'.- ,..~y~ .""" ,
. ",-- ,.- '=p - t-- =+= -- r~~-
---~l... ..:t-.~/ ._~~;;.~~~~~;~~~~{~~r-~ ~
-5 a -- 1'-.--'-.--' - t"- , .-' f'----'- ,-----,
o r50 100 leo
ON-SITE SANITARY SEWER PROFILE
7,
......
.....,......
......
..........,
51 PEDESTRIAN EASEMENT
10' UTILITY EASEMENT
8" FIRE LINE
3" DOMESTIC WATER MAIN
, TOWEll ONI.Y
.. T(lI~EIl 1I11/) I'I\IlKllm L>ECK COVEIlIIGE
... VIEW CORHIOOIl
- ._.~--..,.....
FLOOD ZONE NOTE
-
This property lies within Flood Zone All (El. 11) ~s
depicted on FEMA Insurance Rate Map Community Panel
No. 125096-0014B, date June 1, 198~.
J
CONST. TYPE "F" GRATE
IN VAULT SLAB FOR
VENT AND ACCESS
GRATE EL.= 7.10
CONST. TYPE "CIII GRATE INLET
MODIFIED WITH SIDE OPENING
GRATE EL. = 6.30
OPENING EL.= 5.80
INV. EL.= 3.60 .
CONST. 8t L.F. 12" RCP; CONNECT
THRU VAULT WAILL AT 1l\1V. EL.= 3.50
DOUBLE LINE INDI-
CATES VAULT WALL
BELOW PAVEMENT
SURFACE
CONST. 461: L.F. 12"
RCP {OJ 0.22010
CONNECT THRU VAULT
WALL AT INV. EL.= 3.50
GENERAL NOTES
1.
All construction to comply with City of Clearwater
standards, and/or other applicable requirements,
--- -;y
A -
~.
2.
No structure (12" or greater in height) will be located
seaward of the coastal construction control line.
3.
Minimum setbacks will be provided for all buildings,
including the minimum reguired 20 ft. water front
setback,
1" = 5' VERT.
1" = 50' HORtZ.
II
CONST. 160 L.F. 8 _
PVC (SDR 35)@ 0.40010 __-----~--~Vj-
6 '\. co. ~
SWALE IlA'~ ~~............... "\.
C AN M H N 3 T.O.B. E~.= 6.3 ~
ONST S . .. o. BOT. EL.- 4.3
RIM EL. = 7.0:t
INV. EL. N. a S.= 0.25
WI 20' STUB- OUT. SOUTH
FOR FUTURE EXTENSION
co~ I~~
;G.85 {
tIq~
\
~oo/
7r
~
CONST. STORM M.H. 4.
RIM EL.= 6.00
INV. EL. W.=2.95
(~")
INV. EL. S.= 2.95
(14" X 23")
INV. EL. N.= 2.95
(19" x 30")
Signs and fencing/walls are subject to separate revi~w
and permitting processes.
--
NOTE:
Stormwater runoff from entire site area to be
directed to detention system vault by internal
building plumbing systems. (Refer to Architect's
Plans.)
, t . - ;.
.;. . .. .... .
ipROPOSED TYPE "e" GRATE lNHT .
---+--------;-GRATFEL.= 630 ~ -- '---r~-
: j lNV. tL = 3-.- 6D- { . ~ + _ ~
; :. ~ ; I :
-p- I 1'. t ~
i- ' I . j I .
· ~ - t : r .
.~ -+ . t. +
-l- 1 ) ......PRobOSEI) i t
--:----T1-----~7 PAY .MEN~ ut ~
-. .. j" t l ~' -
5: ,;- 1 t . - rT "-
i-it -v~'~- '."" ,::C'",:H '-en:-'. " -
.. "-- ~ t- ~'Y'---~.-t- -'.t' "--.".~ -,,'__ ,.._ -..~_.:_".. .~
1--:J t .+ -- --/- t- ~i8 MIN: t----
_ -- ~ . t '__2"' RC, 'p~, - I ~ -'-, ' ,',~.~E OTH?~A~SI~'
-- -or' r--~-- L--___~~=- ! " PR t
__ - r t ~ ~!~~~T~~I~i6- F ~E ~l~~,_=-:-
EXIST. 6' HIGH
000 FENCE
CONST. TYPE "F" GRATE
EXIST. STM. MH,
TOP EL.= 5,71
INY. S_ = 1.45
INV. N. = 1.62
INV E, : 2_63
CONST. TYPE "e" GRATE INLET
MODIFIED WITH SIDE OPENING
GRATE EL.= 6.30
OPENING EL.= 5.80
INV. EL.= 3.60 ,
CONST. 8f L.F. 121 RCP;
CONNECT THRU VAULT WALL
AT INV. EL.= 3.50
F=== ==~
l
EX 1ST, STM_ MH.
TOP= 5_67
INV. W =2,48
INV. E =2.42
t======i F===~'
n
II
II
II
11
-.. I
n-
II
.u-
ON-SITE PROPOSED WATER MAIN
CROSSINGS AT SWALE 110"
CONST. 20.t L.F. 19"x 30"
HERCP @ 0.25010
IT
II
II
1/
, I~
EXIST, -~ - \ INV - 067
SEAWALL/ .' .- -
l' = 5' VERT.
l' = 30' HOHlZ.
REVISI
o N S
FOR
PRO..JECT
n r f\ 1 ., -I10~tI
SHEET
BY DATE DESCRIPTIIJN BY
MAC 11/22/89 REVS. PER SWFWMO, PIli'. CO., &
CITY OF CLEARWATER
MAC 12-11-89 REV'D. PER ARCHITECTS PLAN
DATI!
DESCRIPTION
CUMBEV 1& FAIR INC.
CONSULTING CIVIL ENGINEERS
ENGINEERING · PL.ANNING · LAND SURVEYS
2463 ENTERPRISE ROAD! CLEARWATER 797-8982
CLEARW A TER, FLORIDA 34623 TAMPA 223-4333
~
ULTIMAR DEVELOPMENT' CORP.
~\l~ 600 GRANT STREET
~ PITTSBURGH, PA 15230
. ~ TEL. (813) 595-8915
DRWN BY.
MAC
DATE.
12-89
DSGN BY:
J.L.S.
DATE.
12-89
ULTIMAR
2 OF 4
-
. .
CHKD BY:
V.W.F.
DATE_
12-89
k~
_......
..ICB NC.
SCALE:
1" = 30'
VictorW. Formby. P.E. #17699
Florida Registered Engineer
S'ITE IMPROVEMENT PLAN,
664A
CITY BLUE PRINT CO.
I
J
J2'
EXISTING
SOUTHBOUND
LANE
i
= = =-=-=..
-----
----
\.
-
~L
..
CITY BLUE PRINT CO.
50' COUNTY R/W
12'
PROPOSED
TURN LANE
. 8'
4'
4'
5'
-!---PROPERTY LINE
! 6' 6'
I
I 2'../
/
2'../
"'-I'
SHOULDER
2'- -2'
--
i
I~/~T _Iyt/FT.JI' ~ ~,63
~~,G/"~ 4:IOR COO 4:1 SLOPE I SLOPE
~ ~ FL.ATTER ~. . I
i "'- "- 3" ASPHALTic CONCRETE, TYPE PC-I
- "'---10'1/2" BASE, COMPACTED TO 98%
"'- , - MAXIMUM DENSITY PER AASHTO T-180
"'--12" SUBBASE, TO LBR- 40
NOTE: SUBBASE MAY BE DELETED IF BASE
THICKNESS IS INCREASED BY 50%
SECTION A-A
NT-S.
,
~
,
,
"
,
,
,
II'OIA
3'
6'
'\..
'-I'
"'-I'
~Q)
0"
~"v
<Q
~~.
o ~
'\. ~~
COO 0<<-
~ Y' ~,~<v
" '::> <v<:J
~~j. '~
, CO .....--.....
" ~' '::S' .,......'
" .-<..
~ 3:1 SLOPES ~v
" ~~
-'
"
SECTION B-B
N.T.S.
~
5', 4"
. I
,
~
I
I
L~
f7
. '() I
~--L
'~f ....
~ .....+- 7 - c'T
j'lJ ,
... ----,.-
..
,-
i
..
'p-
d .
-
'~;T-
......
.
.
,ja~
~
~ye 80"- -ll>.-!* A l
See Index 201 ----.J
"t
~
: t'~ - =f".1 ['--.~ i ~l
~~--;..4-~:-~ ~;;;:;~~ =-t
PLAN ~
e.1.
~~ 0"
o
.~
~
!~
-.
1
~-
----::-
_ ~'::eol"
SECTION AA
o.O.T. TYPE IIF" INLET
REVISIONS
BY gATe
DESCRIPTIDN
,
'?
~.
3'
Ir_~
1~17_
3: , .' .. __,
SLOPE ',:.:~.',~-:,--,..:
.-<..
"v
~~
-~~
'-- PROPOSED SWAlE "B"
(SIMilAR TO SWALES
"A,I"AND "0")
-.-
'nj
,~
STORAGE VOLUME
~11B~lJ/r~1I1 UNDERDRAIN AND ~lt:I:~:t~'.pJII/
FILTER MEDIA
~ (SEE DETAILS BELOW)
19'-0" - 8'
'~
,..
\li
:::
~
&
~\\J
~'!-:[:~:I':~,1
1:( .~. ,~I
J!
*PRE-CAST CONC. SLAB 8AY BE FURNISHED BY
.. FLORIDA lit--ILEGREE INC." OF ST. PETERSBURG,
PHONE NO. 526-9017. FOOTING, WALLS AND SLAB
SHALL BE DESIGNED AND CERTIFIED BY A STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF FLORIDA.
B...,
A ,h
L': -
i \'u:
Wi~:;t Of ~ ,
L
e...J PLAN
A
-1
'..
Rtconwnlnc:>>d Max:irrufl Pip. sa.:
21 - (f WttI - 18- Plpa
-S - ,- wal - ~ Pipe
,.5:;Z-, 3'.0. ,s::%i
; ...: \,. ,- I
_~TOO I fd~c i5 to 5/4' ~Odi';; ~ .......'
III
l M
~
.,-=-
~f 6
Z.Clcoro _
,"~.C1eo'" -z'tc!eOt
I ~
p
~
.. 2"O~
'2.
h.
-,--.
.
1 (
SECTION 88
1Z 12
1/4"/FT' 1/4~/FT__
'- ~ . -- - ~ ./-
SASPHALnd CONCRETfl
COMPACTEP SUB-GRADE
-
..II ..
.~' J
~~~.
~
.- --
L
l.e-
..r
PAVEMENT SPECIFICATIONS
BY ;SOILS ENGINEER.
, <'0'
,~'
./f'R~SEO SQ()()(D TEF~RACE
l /' __ L E L. - 3,00 .
".~ ...:~.... UNOSTUR&O SOIL
':,'': QUARTZ SAND, PER F. DOT SPEC. SEC. 902-1.31 (MiN..D - 20 OF Q42 triM)
.0 .'~-
.~ :~ ~ :: .. J' .:6".. :. i'-----30 MIL pve LINER WI SOLVENT WELDED ENDS
",.-' .'. , ..:'
1.0 ~...~ --'~- POLYPROPYLENE FILTER FABRIC{NGNWOVEN), TERRATEX TYPE'SO
=-
-
:.. L ", lo..) " - TYPE 16S GRAVEL. PE R r. DOT SPEC. SEC. 901."
-~L~ '.,: ~ t-- 6" SLOTTED F(lLYETHYLENE TUBING a SOCK
, hiM ADS DRAIN GUAR~. TYf~ 672, SOCK TYPE 673
I
6"U/D
~
'.~~~T!~ SKIT~~ '.:.
.., ~".'" , 1 ...'~
". . -. ......:.. -.,: :' :'. '. :',' I , . .'
~ -. .& -.. 0.- ........ ." .; .. ... '~ , I:
:a)~
~
~UU
III~;'" '. '4':1-
. 'I'~I'
.- .;;.
4.". _..
,
I "-6" I
- ..
',:'.
2Y4" ::.
.' 2Y4"
--
--
8"
31_0"
8"
19' -0"
S'
-(0
,
~v
~o
,
10
fI " .~
., .
'.
40' - 0 JI OVERALL
.".
TYPICAL_.VAULT~.SECTION
L-...
'.
2'_2"
.' .-J
NoT.S.
NOTEt EXPANSION JOINTS TO aE PLACED
IN Alc PAVEMENT OYER VAULT SLAB
AT ALL SLAB JOINTS IN ORPER TO
LOCATE AND FACILITATE FUTURE
SLAB REMOVAL" IF NECESSARY.
,
.... ! -' . ..' .'. " .:.
. ...'.,. I .' . . ., ". ,. " '. .
. ! .' . . . . . . '., " . . .
___-d
=0) t
l
J
4'-4"
$1ot Dt th Grate'
12" unr:ss t n~6n"_n"o"fNnN"'h" :_:-.:::-.:.
Otherwise ~ I I t-~.::
$l'lown OnL 1 ! _-.:,:-
t ~: ~
Plans:""'- .-::;.'
I, ~ -1.:"
~.--: ::~:~:'
\: , ;.\:::
if · '. - ,~,.,::
. ^ A::':":
v r
'i Width Of I
Slot
24" RCP
GRATE.' r 1/2 OF 24" eMP
J {SKIMMER
\ TOP EL.=6.6~
. :'::
_Slot -~ .":
.9' -
.. '.. I I
. . .. . . . .. ..
I ,.
t- :
~
. .'
. .
.
. . -
: ..' ~ .
.-
-.
..
:.:.-.
~;~~
:~\:
A :~}~
r
1'-6"
. WEIR OPENING
6" U/D___ ;.. .1
r-~
":'."~
. .
. .
,
.
-.. -
.-~.
....
'';'.
:~ t,
, .
WEIR = 4.0
A -
r
SECTION AA
SECTION B B
<I' .
.... . . # .
NON-TRAVERSABLE SLOTS
-'-.
..
.. .... . ..
]' - ...
~I' too. j~~
t J Gra1e-'" _ir r
! '"' 1 l'Efe Bolt
.! La. ~ See Indu 20'
4 J 'L NO. 4 SM.
I -ll . t-~'12- Clr$.
I
r
I
I,
CO"TROL $TRUCTURII DIiTAiL
TYPE "E" INLET, MODIFIED-
-s - ...
.J
I
--t
t
z-J
i
. i
~
!
I
i
i
-L-
z~
214
- -- .
.
J.
8M
--"'-
C'.C'64/VOV/ PLUG
.
~~
,
C'a#~ ,cAP 21. . ,,,, .1'''',1'
4 HzY/CKX (J
/'. G"S~(/A/?E C) -
c;N -(%9_QENP '/ ?]y2;;TcV
o I M,4//V- I
~
v
SECTION
PLAN
O.O.T. TYPE lie" INLET
24'
, '
CLE;ANOUT DETAil
-
1
NOTe.. e~c:AlVot/TG TO BE /NSTAt:.t:.EL?
AT THe ~/VP Or ewe# U'/V~E,p.?'RA//Y ,.o/,o~
FOR LO#6'B.c::-P.s;:, Ct:.61'NOU'TS To Be:
//VSTAL.~eo AT 825 'MAX/#C/U /IVTER,..
YA~S. A~~ U'/VOe'R..oRA//V rOBE //VS'/ALLEP
AT #//Y/#~~ ~La,P& O....=- o. /0/0 '
TYPICAL ROAOWAY SECTION
--
100' ",
v
..
"
. ~ ;;J. .....
.
" ...:.
.........
~"
~
'4 <::)"
DK'W EL..= 4.10
Q
-
'WE1't .
ST"l/tTU~E
~
~E4Nour~ "
,~t -,. ,/' -
- I,'f. ~ f r
tie~ ~- '.
-
>-
. .- EL.= ~.50 ) .. . t', I
- ~::...":':-:.;~'~ ~::~.:~".: ';.:7:;:'::~' ~)~ N 6.Z~. '
t~ .. . .". . . .. . _ .. _ I\~ >-
."\.;.;.......= ........ .....:.....:. '--
:-:. ::.~ .:.<i> .".:',,: .... :.: <:::':': -l.~L.: 3./2 lMV. U..=...!:QQ..
~ .' '._' . . N . . . .. ;. 7. _' ..':'
.' '." ." .~r" 1.-....-. .
"" .... . eo ". ...... C ;::;. . . . . . .:'
,..oo-x..,"'< ~'.' ':;-'.~'"'' .......;." .~:.. ~.....;~ '/ '.foI01ll-J>E~F."IJ>t .
:.~ ~. .... ..:- .::~:::. .
\0 '_
, ~ l EL.= 0.75
. !~ ,. .-. .. / -. .:. \....: .' wi.
, i ',:.J .... :.~/ ,.~. it. ,t;- ~. L'2
.'i~7' \
--,.;.u",-.t.DS CRAne GUUO.PII'E
INV. 'EL.: ~.-5~' .' .
~
2.5"
[[Brl ,.,1F3~~"arS_
: I I
~ . -
.6 , ,
'I . ~
I" 7.75" J
2'-0"
SECTION THROUGH FI L TER
(N.T.SJ
SANO GRADATION CHART
us. s'i ANOARO 9ERC("IT' fINER
.SEVE StH $ ~y WEiGl-IT )
J/. '-100
lie 1I0,tOO
_. 77-96
... to 60-1I7
_ 20, 26-69
_.0 9-.:1
.,:'0 7'21"
.,100- )-1
TYPE A
TYPICAL SECTION THRU FILTER
UNDERORA1N
FILTER DETAIL
REINEOBCED_C__ONCRETE-WHEELSIOP _
f.
~
CUMBEV & FAIR INC.
CONSULTING CIVIL ENGINEERS
ENGINEERING · PLANNING · LAND SURVEYS
2463 ENTERPRISE ROAD CLEARWATER 797-8982
CLEARWATER, FLORIDA 33575 TAMPA 223-4333
I'lTS
-
".
\.
BY DATE D ESCRI PT' D N
MAC 11/22/89 REVS. PER SWFWMO. PH. CO.. '"
CITY OF ClEARWATER
,
FOR
PRO.JECT
.
. .
ULTIMAR DEVELOPMENT CORP.
DRWN BY.
J.M.K.
DATIE 9/89
DATIE 9/89
DATI! 9/89
/gv{.r/J
Vi~or w. Fo~by, P.E. #17699
Florida Registered Engineer
PAVING & DRAINAGE,
:c
DETAILS
DSGN BY:
J. S.
ULTIMAR
~
'~ ~ 600 GRANT STREET
::. PITTSBURGH, PA 15230
TEL. (813) 595-8915
SCALE: NONE
V. W. F.
CHKD BY:
-
DEe 1 2 1989
SHEET
DF 4:
3
.JDB NO.
664A
i
---------- ----, ,
,
.
.
"
,
,
"
J
I
I
....
22 3/4"
,
-1-
5/8" Min 4 Req
Pick hole
11/4"
RING -HALF
PLAN
36"
, I
---~---
-v I 2 ~ "
, , ~l
~ '. I~!" .1
+- I' '-tJ1J-jf
+- l' M"~iJlJL_+"il",P- :~
/ r-
-----------'------- -'
R I N G - :, E C T ION
Mln Wts 7" 232 Ibs
9"2781bs
NOT E:-
Where Roadway Bose IS
use 9" RinO; 011 other
permissible.
8" or
cases,
f hlckness,
IS
oreater In
7" R In 0
-------------
----------"r--........
r--------
~, .----
A~
L \-1+-- -~,~---
\ . ~ ~ )FIOW //) /
\ V/)( / .'/ 0 /
~~-
At Terminal
Manhole
//, '~
/ \
1 \
J ^
~-8~
I I
LJ.
7
Square Bollom
Permdted
PLAN
Legend A
Shallow 0'- 4' 2' - 6"
Stondord 4.1'- 6' 3' - 6"
-Deep 61" 14' 3' 6"
Cleanout Plug
\
Coo, p,:." jlOJ'
Thick x 1-6" Sq, rA -.
(--U
r-
8" - 1/8 Bend ~
b -~B
~'/V~
Sewer M-;-in J
'-
PluCj
See Nole
CLEANOUT DETAIL
NOTE: PluQ fo be Plastic with "O"RinQ
or VC wilh"O" Ring.
REV'SIO
BY
DATE
"
D EBCRI PTIO I'lJ
BY
DATIl
,
-------
CITY BLUE PRINT CO.
.h.
W" G.!. VENT
r OUTSIDE RR R/W -~
t?; _ CROSSING ONL/ g! ' ~
~,
,>-
- ; 3:
-01 :r
-~~
~RIW-4
<v 0$0 /-
---.! ~
SANITARY
-f-- ~-0-9 0 0
o SEW E R~
o 0 d 0 D'
o f'L p.. 0
~L~g
I ,l.fachined
10- 11/16'
SECTION itA-Ail
""'Required
Non Skid Pattern Required
~.
/.......
~NDS -./
CONL:11 E T E
Surface
~!:A~
WITH
SOLID
COVER
C:~)nL~
NO,
LOCATION
SOLID
COVER
SECTION
Mln WI 128 Ib,
MFG, BY U S FOUNDRY-
Na32(7")
No 30 - C (9" )
or equal
=-L -=~--
CITY OF CLEARWATER, FLORIDA
-- ENGINEERING DEPARTMENT
fnnFl.c.'liN 8'(
1'1 J C,
C",fCt':(O 8Y
W J 5
u( SIG~U' 1fT
o G 13
I 0' 1
SANITARY
MANHOLE
DA T (
10/15
SEWER
COVER
--- ---.-----,---
Ii;
\
,""Ol x "'0
301
~.. t '01 lJ .... ~ (
f (S ... '" I'T 0 N
..I' P
For Ring and Coyer See INDEX NO 301
SANITARY SEWER MANHOLE COVER
f-.- 3'-0"
r- .... ---I~t:={:~.-~~ -j~. _-~_-_ .} __ m..
I #~
I f;/' . \ / ~ h"
~,::j' '<~,},_'II L ~~~nSel~lr:<<
f;J Cloy ~'
~- 8",. "''''''1 ~:'f:~b::D'---
ty -- Q - ----u-,--td8~
v:::- 8 "c k j'/~t- _-7'_-----=---
~ / / V-/-- T'il ::;:nr ---=-rn---: -~'----
~e~~-f~~'-r"-l,.@ IF. ~~: hon,""c_.c~~tjJ..'~'i kNOTE
/ - - - -\ J, - " I', ///-:1
--'-- - .' '..L-'
,- .,~~.;. :-.~" --' ;. ~~c:r- ,,--;,-
t.~':"~~:.'-----'--'---' ." ':- .1"', '1'1',..., ~F
"'-:' ,,/
G / NOT [
!Il
L
D.
OJ
o
u
Drop Recquired
When 2' or Oyer
II II
SECTION A-A
Man/lOll s sho II hove 0
wOler-proof BituminouS
:::ooling on the oterior
or PROCO E:P-214.
ell Y 0 F C l E ;.. R W AT E R, FL OR I D A
ENGINEERING DEPARTMENT
REDRA....N 8T
D..f..
CH[(,<rl DY
1./ .; 5
l,[~,G"'(u FI"
0(;8
SANI HRY SEWE R
MANHOLE DETAIL
D.l T f
101 75
INLfX NO
302-
_1,'F_2.
-
"'" 1/ 2" GA Ly-'--,~~R
\
I:~ ~
\ )"-'" MALLEAEJLE
'---.-/ CAST IRON
___, 9,5"
:,T ~rl'J~~t~
~I
fd
-r'"-
,
Water Service Tuhlng
~.-~--~--------_. --_. - -- --- -- ~---..,
QUEST f>B ,'IIC) ,,~:<,r :,~
026,.iG F'olvb~ly~l'c," cr
equo I 3/-1" '-, LJ f, ','1
CLEANOUT PLUG DETAIL
\
-- --
LIMIT
LUMP
OF WO R K
SUM PAY
UNDER
ITEM
J
!
j
T
z
:E
-
I
,
1
I
I
':::.'\.
~--=.3
..JI,
a::
-(0 a:
I
-It)
--
---
--
--
. -\"L.~;"'~
l
L SPIRAL WEL~ED
INST A LL ED BY
.r
PIPE CASING
a JACK ING
--
i ;,;;..;
PIPE
CARR IER
STEEL
BORING
SHEET
NO.
CARRIER
SIZE
CASING
SIZE 0.0.
PI PE
GAUGE
PAY ITE M
LENGTH
NOT E S
FORCE MAIN SPECIAL, CROSSING DETAILS
VA R/E S
3; ~
o 0
0:: 0::
.0 .0
<X) ~
to to
3; ~
o 0
0:: 0::
o .0
\0 !2
-
4:0"
('01.'(_ S/O{;#~U,
w
Z
.J
~,rt\~1 II~
CURB~~ w
o w
~ IX:
a:: 0
<:) ::l
o IX:
~ 0
~ -
. ~ ./ :' -- ,'" ~$I
..t .
~
~ -
o '0 ?
I
. t-
o:: r l
\:
.,,-. .\
,
V'
... ...
o 0
LL LL
,-
z
SEE NOT l
(BELOW)
::l
~'/. .rHO
ill
iP . / 0,0. OF PIPE
t I~O"
3/4" ~,!.. ~ rZ .:::,~
l.(:/\.', , '~l r;~,:~,(</~,' \~r"50Io4AX.
t:"'''_~-- ""~I~'''/ '1/
~I -,'7, '';6 ~ 1 ' ):/
- ' '- - - - 0 : -T ;f'- - r
.- , " ' J'
-I-'--~'~-':-----t_- ~~. \ I I'
~L..___ - - . ,1 -?, ''-., --t~:,.'l'~\
, . · . f:' '" :.: "G f ,_ .l'..,' ~ CON eRE T E
4_ J 't I ' ! / "
~ 1/,,,<:,,,_,, "- ENCASEJ.4ENT
CONCRETE lox 6" WYE
ENCASEMENT BRANCH,
:I: .
~ 0
W .1
o to
/'
-,~-
)v~~Y7r!1/
- SEE NOTE
o
-'
r'l
~
/ F I
_ I Q
.:::,~
~o
()
L
NOTE
IolINIMUlttI 1L0r'[ OF 1/8" PER fOOT,
USE GAE.UEA SLOPE WHERE POSSIBLE
~
~
. r' , ,.-~. '~
-t--~- ·
POST
.
-
.
411q 5ch.'405t\.
I ____ pipe. Fill wah
cone r-eh~.
o
_I
~
~
<(
(;()
"....v.~..
. >;~
)
j)'~V""'"
. ::f>
. "I. ___ Cone. enc.Q~e.
. P-r-- It:. II J. .
--..-, 't' mm.
;ti
~
:::~. .~
.. .
.Po . . .
- - .
.
GUAR_D
r-
-_._---~-
.\
,.rVrire HJ'dn::mf
'II -~
~
,
I.~CStl'2il1t cf plU,jS, C2t'JS, tees, D(:'l;::." c,"'t., s:lCll1 be
accpmplished by the use of approved mechanical restralnl~g
rings or gli!nd~i institllert per man~factllr2rs ~ccommendations.
Ilydrants shall be restrai;,ed by the use 0;' s,d'Jel connecting
joints. RCfotraining :nec:IClr:jcC11 joint glands OD hydr,d:.ts 5':2l1
be us e d 0111 Y ",'he 1'12 hydra n t I'ur;ou t 1e;>g t:: ;l'-'C cl udc s t :;c u 5 C or
swivel joint connectors.
)~
~~
NOTE'
STEAMER CONNECTION
TO FACE STR~ET
D I /,1 ENS I 0 ~I S
~- 4' ~A~'-~~=j~ '6,~,.:'~J;, JI":'2E~' _. =~~ ~~-- ____'n~_
- r----
6'h1ax _~:~M~~_~~5_01l0"E_":. I 1/77 Added Shl 2-- MGB
'I '4 '. ".on C.6 I"'J'" " "f--------
7' 1'1 i5\.",nC"0_I'14' ~6 Max 12 1150110 EW "tv r.T[ O,"(hl, 1, , AeP
J
1
~
1/1 J
. [. . :-u lj \\\H'V/I
--,uu.!-~, J~o~.
1 , ~
1~"xI5"x6" .J -'" ~O~ 3-Cu_Ft.
, ---- -oI~ 't' "'0 " HOC LL---
C()(lc.Block p '6tO.O"Olitlf. Gra....1
!G" I' '0 1,IOOlr~
'M,D~ II' Il - ~~
.,jJII\I\I'I'fl''(UI'''.... 0
m
w
1lI
""
20" Mln,
24" Max,
~
n~- t- rf'\ft11~~
'Y
Vorl..
Vorl..
"
iQ
;>' _ ,," I.AI n
1
r"
n. 4a 14I.rI n-..
~[) JDI.
~ ,~~
~~~
/& ~':' -:t> 'l
~~bt
, '-'" ~
~
W
o
TYPICAL
FIRE
NO
HYDRANT
SETTING
SCALE
----_____~ .... T .......
NOTE: ALL FIRE HYDRANTS TO
HAVE :l1/4"VALVE ~EAT
SERVICE CONNECTION
i ji.. j-____. ~~,~:T~;; IAolns to be on ~Jorth or East
I ! I' // Sid.. of R OW unle'~ olher....lsO
[I, l!____,_,:_uthOrrled bf City ln~lneor
_-~ == i l ~C"'";T
; I I ' I; ",. ' i Service line fa extend
12 I',C Coneu", 10 \'
II ~il'-+-f- -~ eTI~nd C" ber..nd bock of dt.RoadWay 5 bthlnd curb,ln parkway
I " 'Ulb tJGlh '~Idcs r;)Cldway -" /- _ 'I Sidewalk
,WALEi:',-J'i,\lr; ~J'l<'T!~!~~~:_,:;;_......,,__Ii1(~rpqlJr.~u l)n__S~~,~"'(C_~e~p~ce~~nt) I _ M~:.~f)a~~~O~ ~'1-:=:= ~ -,t-~
~.:-:fL::",~nJ _n -- - -- - ---_ _, ---.l.:- L~_ _ ~ \}-~l-d ~ F 'Mln of 12 and mox of I:\l
.J. .:.Al I" . .. - ~~ -- - - - -~ , I -- - - - _ _ _ \..- M / : '; :.'. K\~ I ~ II C
....,>~--~.c:...:-€~C::---.::------""_--="" --=-'!; ,~' -" -~~ _.__--;;;.~~~') .i 18 below finish g'ode .:J
I J '\:3/4"POIYbutylene Water Service Tubing ~o:=', ~StopLessCheck CI..
I Woter MaIO a
r---./-~'---" T YP I C A L S E C T' 0 N r ~l(i~d CorDoroljo~ (t:
I I
~,__J J
/
NOTES:
...\ I. Service connections 10 be ....ithin 10' of cenler of lofs on up hill side
of t.- (see sh'- 2) These seryices 10 be ccnsi,stonl ....ithin the
subdivision, Heavy traffic box to be used if Installed in drlVCwoy_
Z_ 10' separation requirf'd between poralle I waler 8. senilory sewer lines,
3_ All lines sholl bo chlorinated and pressure lested (test for I hr_ 01 150 PS')
under the direclion of Ihe U.tlldies Dept_ After successful completion of
Ihe teslin<;j and chlorination the pressure sholl remain on the system at 011 limes,
4 Minimum dislance between service fops 10 be nof less than 35"
SlOp Le~s Check _._. --
"
~_~:;l.:~ e, Ef1~_lQ _!:XleQQ, .5
berllnd curD1 In purxwoy
Stop Less C,'1eck
M~ELLER H 14350
with Lock Wing and
Compression Inlel or
;,:r;::::R c:~:~r~:'on Stop ~~'PP"",d 'Q",I~
or opproyed equol
( T J: PAT ~ 5 0 A N G L E ) ,~
" Wafer SerYlce Tubing
Water Mom ~~CJJ
I';" 0:) or I a r 9 e r)
S E R V ICE CON ~J E C T ION DEI A I L (<i" M A I Nan d I a r 9 e r 0 N L Y )
., ~ ~-3
,","', .3;,;" :)CI~,<;O r've 1f:[
<ji,p ~ S";:J 1 Iron plpO thread
OUEST PB 2110, ASH1 D2G66
Polybutylene or equal.
3/4" 0 nd I" - SDR 9
11/2" and 2" -SDR 3_5
:=~llced In line
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
S E R Vie E C G~, NEe 1 ION 0 ETA I L
( lor 2" w (J I e r m U In)
1----
REV
REDR~WN BY
08.
(HECKED bY
WJ 5
DESIGNlDbY
ty] r; 8
or
STANDARD CLEANOUr
DATE /
/0 75
INDE)( NO
JO~
DATE
DESCRIPTION
A'" P.
I /
NS
DESCRIPTION
CUMBEV & FAIR INC.
CONSULTING CIVIL ENGINEERS
ENGINEERING · PLANNING · LAND SURVEYS
2463 ENTERPRISE ROAD CLEARWATER 797-8982
CLEARWATER, FLORIDA 34623 TAMPA 223-4333
~
WATER SERVICE DETAIL
FOR
.
ULTIMAR DEVELOPMENT CORP.
J. M. K.
DATE:
8/89
ORWN BY.
.
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DATE:
8/89
W.L.W.
DATE:
8/89
OSGN BY:
--
600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595-8915
SCALE: NONE
V. W. F.
CHKO BY:
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AdJultobl. ~ 1
Valva Box _______________
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TYPICAL
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CONN ECTIONS
FOR TYPICAL
5 FITTINGS
A
.3 - 78 R~V. CaIl/N..5
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CITY OF CLEARWATER. FLORIDA
ENGINE ERI NG DEPAR TMENT
~[~R~W~~ IY TYPICAL HYDRANT AND !tilS5
(H(CHD IlY VALVE SETTING II/OU 10
IJ J,J..- ~(JL
Dl$IGNEDI1 WATER MAINS Lu'...l-_
OAT f Df'CRIPTIOI
Nt v_
PRO.JECT
~
,
Victor W. Formby, P.E. #17699
Florida Registered Engineer
.'.
DEe 1 2 1989
SHEET
ULTIMAR
4
OF
4
" .' .....----
~rcade.?_,~~p_or~!',-J_n..i'::P /,.-
MUELLER H 1502B or J),
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approved equal ,'Y'-, y
(To P 01 ..:> 0 Dngle )~_ ....-\,)
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.JOB NO.
SANITARY SEWER & WATER DETAILS
I
664A
,
CITY OF CLEARWATER f"\Q..
Interdepartment Correspondence
Cyndie Goudeau, City Clerk
fJ
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TO:
..
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/ _ oJ' 1\ /~
John D Richter, Development Code Admmistrator :; ~ ' u ~J V
Cer1rlicatIon of the Final Site Plan for UltImar (a Residential CondominIum ProJect) Located at
1520 Gulf Blvd (PSP 89-12) R r. r ~ If V ".
"'" "'....... ~ v: D
FROM:
SUBJEcr:
COPIES
See LISt Below
1r:~"(J1
DATE January 8, 1990 ' 990
Pi 'd';} 'G & U
The Development ReView Comnuttee at Its meetIng of September 14, 1989 approved the above d9EVreb1tm'aJ RR-AN
sIte plan subject to the folloWIng condItIons: .. li".1fN i' IJEPT.
1. Prior to certrlicatIon the site p'lan shall clearly mdicate that no structure (12" or greater m height) will be
located seaward of the coastlil constructIon control line and that minimum setbacks will be proVided for
all structures, mcludmg the \ll1lllID.um required 20 ft. waterfront setback.
2. All SIte data calculatIons must be placed on the site plan, pnor to certification.
3 Pnor to certrlication, the entIre parcel must be drawn on the site plan and site calculatIons must be
reflectIve of the entire parcel, unless a subdiVISIon plat is subnntted for reView.
4 Signs and fencmglwalls are subject to separate review and permitting processes.
5. AddItIonal hydrants shall be proVided as required by the Fire Marshal and shown on the SIte plan prior to
certmcatlOn.
A 10 ft utility easement to include a 5 ft. pedestnan easement should be proVided along the north property
line and shown as such on the SIte plan pnor to certrlicatIon.
I
I
Pnor to certrlicatIon, the engmeer shall meet With City Enmonmental to discuss the aspect of water quality
on the SIte. ~
8. The develop r shall meet With the Traffic Eng41eer to dIScuss the vehicular layout/flow and reVISe the SIte
plan to show parkmg pnor to certrlicatIon of the SIte plan.
EXIStIng access pomts on the other side of Gulf Blvd. should be shown on the plan for Traffic Engineenng
reView and recommended changes in proposed access points for thIs SIte, pnor to certrlicatIon. The access
pomts will bel, subject to pernnt approval by Pinellas County.
10 Reqwred opeh spaces/recreatIon fees must be paid prior to certrlicatIon.
11 Pnor to certrlicatIon, SWFWMD and DER pernnt applications shall be provided to the Pubhc Works
Department.
The proposed water distnbutlOn system must be reVISed as reqwred by Utilities pnor to certrlicatIon.
A Pmellas County Pubhc Health UOlt Pernnt, Pmellas County Utility Pernnt and a 10' utilitIes easement
over water mams are reqmred pnor to the ISsuance of a bmfding pernnt.
14. The Dumpster Reqmrement Data Form must be completed and returned prior to SIte Plan certrlicatIon.
NOTE' Tms SIte p'lan addresses the currently p'roposed development on the northerly 3 5 acres of the 8.6 acre
undeveloped SIte Iaentrlied as Parcel II m the Court Settlement of U.S. Steel Corp. vs. City of Clearwater.
As conditions #1, 2, 3, 5, 9, 7, 8, 9, 10, 11.. ~ and 14 have been satlsfied, please certify the attached plans subject
to conchtIons #4 and 13 listed above ana distnbute.
6
7
9
12.
13.
JDR/SEG/df
cc' James M. Polatty, Jr., DIrector of Planning & Development..!
Cecil Henderson, Engmeenng & Enmonmental (2)
Ream Wilson, Parks '& RecreatIon Director
KeIth Crawford, Traffic En~eer
VIctor Chodora, BU1lding OttlCIal
Robert Brumback, UtilitIes
~dIe Goudeau, City Clerk
Ray Wyland, Zomng
Joan Moore, Staff Assistant ill (Memo Only)
DeveloperlProJect Sponsor (3) Please contact for:Gick-uo:
Tele~hone 595-89
Mr. 'ed Cobb, PreSIdent
Sea Towers ConstructIon Co., Inc.
1310 Gulf Blvd.
Clearwater, Flonda 34630
70ft SETBACK LINE
ENTRY
CONTROL
STATION
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- A C NDOMINIUM 0
Y. H. LEE ASSOCIATES, ARCHITECTS
SCALE: 1" =8
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IUARY 9,1990
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1990. _ _ _ " _. ,_ _ ,
Wltness my hand and the seal of the
CIty of Clearwater on the 15th day of
May, 1991.
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SubJect to followIng Condltlons:
2. SubJect to the fIrst thr~c condltlons
(as mOdlfled for blanket easements and
flnal bUlldlng permit tIme change)
on the handout by UtIlitIes as follows:
a. A Plnellas County Utllitles Permlt and
PubllC Health UnIt PermIt, Ingress/Egress
and a ten foot (10 ft.) Utllitles Easement
OVer propOsed water maIns, up to and
including meters, backflow preventIon
deVIces and hYdrants are reqUIred prlor to
the ISSuance of a fInal bUIldIng permlt.
b. Backf10w preventlon deVIces must be
Installed by the CIty wIth appllcable fees
beIng paId by the owner.
c. PrIOr to SIte Plan Certlflcatlon the
Dumpster ReqUIrement Oata Form must be
completed and returned to the City
SanItatIon DiviSIon.
3. The language regardIng the reverter clause
in the two pedestrIan easements shall be
reVIsed as requIred by PublIC Works, Parks
& Recreatlon and the CIty Attorney.
5. A COpy of the Beach renourlshment plan and
Army Corps of EngIneer permIt sha 11 be
SUbmltted to envIronmental Management.
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SubJect to followIng CondItIons:
2. SubJect to the fIrst thr~a condItIons
(as mOdIfIed for blanket easements and
fInal bUIldIng permIt tIme change)
On the handout by UtIlItIes as follows:
a. A Plnellas County UtIlItIes PermIt and
PublIc Health UnIt PermIt, Ingress/Egress
and a ten foot (10 ft.) UtIlItIes Easement
Over proposed water maIns, up to and
includfng meters, backflow preventIon
deVIces and hYdrants are requIred prIor to
the ISsuance of a fInal bUIldIng permIt.
b. Backflow preventIon deVIces must be
Installed by the CIty wIth applicable fees
beIng paId by the owner.
c. PrIOr to SIte Plan CertIfIcatIon the
Dumpster ReqUIrement Data Form must be
completed and returned to the CIty
SanItatIon DIVISIon.
3. The language regarding the reverter claUse
In the two pedestrIan easements shall be
reVIsed as requIred by PublIC Works, Parks
& RecreatIon and the CIty Attorney.
5. A COpy of the Beach renourlshment plan and
Army Corps of Engineer permIt sha 11 be
submItted to envIronmental Management.
- ---- --- -
~ 1990:
WItness my hand and the seal of the
CIty of Clearwater on the 15th day of
May, 1991.
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PHASE TWO
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PHASE ONE
C'
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SEA TOWERS'
, CONSTRUCTION COMPANY, 1Ne.
TEn COBB
PresIdent
1310 GULF BOULEVARD
ClEARWATER, FLORIDA 34630
(813) 595-6547 -
\
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'JV:.y
INVESTMENT
REALTY
CORP.
TED COBB
PRESIDENT
1310 GULF BOULEVARD
CLEARWATER, FLORIDA 34630
(813) 595-8915
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CITY OF CLEARWATER
Interdepartment Correspondence
1
TO:
FROM:
VIA:
SUBJECT:
COPIES:
, Kathy Rice, Deputy City Manager
Ted Clarke, Planner II
[g @ rn n 'J! rn [)'
- "-::1 I ( I
'II' "
MAR 04 1992 'l)
DATE:
CITY CLERK DEPT.
Attached please find a copy of a minor amendment to the above referenced certified site plan. This
amendment reflects the placement of a five (5) foot wide sidewalk along the south property line. Please
note that the appropnate Development Review Committee members have imtialed their approval of this
minor amendment
March 3, 1992
Please mdlcate your approval or disapproval With your signature in the appropriate space provided below.
If you find this minor amendment to be in compliance, please forward your approval and the site plans
to the city clerk for certificatIOn and distnbutlOn to the departments listed.
Should you have questions or comments, please contact either myself or Ted Clarke, Planner II.
~PP~OVED
RECEIVED
rr=il
l!::::!J NOT APPROVED
MAR 0 0 19Q)
PLANNING & URBAN
DEVELOPMENT DEPT.
3> . 4 .9 L-
cc:
nght, City Manager Date
James M. Polatty, Jr., Director of Planning & Development /'
Cecil Henderson, Engineering
Tom Miller, Environmental
Ream Wilson, Parks & Recreation Director
Don Meerians, Traffic Engineer
Victor Chodora, Building Official
Cyndie Goudeau, City Clerk
Steve Doherty, Zoning SectIOn Supervisor
Lou Hilton, P~anner II (Memo Only)
Developer/Project Sponsor (3) P. Gregory Singleton
24945 U.S. Highway North
Clearwater, FL 34623
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r('f\-~'~<el,.ll\j. ,.(l..,or .. (-f'lll l",,-l~n\J'~l~ll~[...~-,j.t .J <~~; lL~~ "".I' ':4t,rl" _ iJ.\y' f
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, : ,': " i ": 1. ,"'The' totaHof' the nulti'::'level bUilding envelopes will ",
l'..Ir;;~ l~ .... t
- I,~; , .- " , ! contain' a :maxinurit of 360 residential1dwelling' units "
;:}~ ''1.;:\, ;I~-, :;-; (with an : additional 401 dwelling units permitted if '.1,
((Ar'~,:',; . '. :', transferred~'fran parcel;IV; i1n~accordance with the \ :' l' ;
, '1~;,'/ ~,: /:'~'., Settlemem:;'Stipulaticn) '. J J'Each.buildinq',envelope will't "
d, j'i-t~~")) ., ,~ -'. _ be a ma:X:!Irum of 140 ft.';x 240~'ft..: x; 210 ft.:" in " ': "';'~;'1
I' ",;.";~,,::;:, 'J ,," ...... height.'" Each buildt......:envelope mayl,'contain amenities 1.,','1<:
...' I ...t l~r': :",1)':.'1 ,'I.. .....P:t ....
"',:"'~'~o!,..L,, '" ;n-nropriate'"and comlol',to residential dwelP- units. '<(1,1jJ;
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11,....,!\...~>fJlj.... ~ .. 1'/~ 11'~tl')...1 "tJ .>\ ~Y''';/''':'' I ~ 11/ifrr'hi ,tU': }f' I . t ~ ~ I..... .Al
~~I '~:l~~~f~~ # 2.p 'J'.~t J~.G~l~~~~~~ ~t_:.::.~::,.;../ten.:.,;~f~~lope~rr1 bl;:7!;t.\'will" l' _-It' ~ c':::'
I T~ftl~,,'lJ -.&...R:~~~~ft,AI~ ~ ~u~". ,y~ (,l. peL.&U...... I" .....~..C..I'
;.c;~ 'I' ~ '" cover~ paIk~ ,~th'~ pai1drig"deck" cal, taining '1 ~,:1'
" 'I)"~, 'r <, t.1 recrea....:_.." --::-':ti _....a, ........."....""""t..-;. and! '.' I
tl,!~_....\rL~jJ~l;ll tl~l-.{ ,~Ja.L~CIIIICILL es'GI....t..u;J&~.....~'" or 1.i1 j
"f '~o17f'Y,ll'~l, ~+i it~IJ.~ .., townhOUSes1rabove, , INthe..pa',tk;M~,deCJc~ ~,:.I:Thellparkinn deal~,1'..,~'~_~>. ~
"~~1....,:...J4,"t;l~ ,t ',I' "j ,.......~ i -Wj1 -
" '?:'~:Y:f;':", ~ !,;~: '\~. ;,'" will'not~ exceed ;151' feet'Hn-~hei9ht~~arid the tOWlhouses ;;,:;,i:
'"'l-,,;t'j _ \; ';:...... wil ~ll .. , I 1 1it1 ~... .. ~ r ~
: -~',;r, ,. "".1'1, .', l"not ~'60:feet1in~'height"-i("~' 'C ",',' 'r 1_, '
I ~!:i '''', i 1 jE; i ' ""-,,,,",I~t,,,,, 1",,1 J...III}T-r:.' t~'" .. _ ",I.., 1/~1-'1"", 1_ .~~4!~1J Ji~~;/I }'j~tljl"1. ~ ~ ,l
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l:j.fffi':J~~;frtl ~'-! l! t "".;( ,I ~~~'~!'-s.....;J'\-'f(?t! .. ',~.'r 'l..:'tt "1'.., "'I'J:: $J1::;'_:J;<",.;~ 1J'J'ltll! ....r. f,,"t"', - I,
ll':;:f~:.'ll'~~,' ',~.,> ~,q)E!Il:area will peImit.landScapi(lcii:on-qrade e"'l :';' ,
i'~: "t'l 'I {. .;...t' f J i,J.f~~ 1<;.....".... I:. t /and~...-.."- ..t. .. deve l'tA '
~:J I';; ,"'4~':;I'c'~~. '.~ ,+.-.u.D', .L.~ ':~l;.u::r"~;~~1te~ .l~t "~' t["
",j' ::. "'.:~,'~, ,1, feci!Dres.. ..-t~drivewavr:l,'l~park't""'" ,'~aa+-rian " ' , ." 1, "
t~'(':~ft" r~ _II",", ,.:I .........l~' )~~ll '.z~, ...~~'"i'1~O" 'J
^,~" ,,:;' :,\:.1' .waDt~~,;':~-:eme'rqency:~ic1.e'dacc~rWaYS, but will
,"~ ~.. '~',:~; ~l~,~~~es. ;~~r,'~,gat~s ,and/or entry '\"'\,
'O,d ,'I ,'-., T features"wUl be peIlllitteddnl the' open area. "I.'
'I', r t1 f,.. I t ~ r _".""~ ~1l~ I' 1 I" , ",~. ,t...... ' '1,'.. t J,,(~' ' ~ l ' ( ~~
I t r .r'~' .. t {~'i'y..t...."'~ ,I < ~l''(' .;.~ ,. '" JI- Wll t!>< l' rl'\<y~",;':t:~/" \ ~ 1.4~.( tl ! '1j
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" ~};i ~.,~ ",~~:,4,'.,~i' The','view:eorridors thr......,."',",t!\e~site,will' exclude all :-',' ,
l ;J)J;.iI~l.. (It," rf tl" .. IF ~...
I~. ,i;1q~r ;,';;':: ~ rH';",1 ,~':- structureS~~~'walls", fences' :a'UI'\'patking ,", but . will alloW" I~' r
r r~~"'f' ~(~\ ~:' '<'l :'tpa'S8i~;'ied:eat.ional.'amenitie~ri'~~~inq; .'_ ",r;,,:-,"J5\:<it
i " l; n ;:llf~ ~": ':. 'c ~... piedesttu.nr<Walkways,t;drive..eYsJar1d. emergency' Vehicl~~~~~~")'
t~~':~.!..ttJJtlt~"1 ( if'" I'" <~,l.~",..,.-;~. ~....1..: {~I~ ...~,~ ~ ~ \ii"-"....~f' -h" ~f ~ ,., 8~)'l'r;a,!!..
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BOULEVARD
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A landscaped front buffer will be established along .
the entire frontage of the prcperty along rulf Blvd.
( except as interrupted by view corridors and access
I" and/or entries, and will be a minirrum of 10 feet wide
~, ,:;~ and an average of 20 feet. Gatehouses will be behmd
" 'J: the front buffer.
'1,
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'6.'~ ~ater retention/detention areas and site drainage may
"~q~Oocur in any 'area landward of the Coastal
I ,1!\Construction Control Line (CCCLl and will be designed
,;}(;in accordance with good engineering practice.
I l ~~ I~t , : I
7. '-,1 ~parking will be provided at a rnininum of 1.25 spaces
I ~,?per, residential dwelling unit.' Length and width of
'L'r."the spaces, the width of the driveways and 'other
~":~ij "design criteria of the parking lots/garages will be
; 'f:,~ in accordance with mininum recc::mrendations of the
. (L Urban rand Institute. No surface parking will be
I" ~':jl!:: permitted within three feet of the prcperty line.'
t , ~.j . . ~ f (
r ',..' ~ l .
8. :~.' The height of the building struct ures is defined as
,i' the distance above the flood pla:L"l to the roof deck
,(j 'or,' in the case where sloped roofs are used, to the
l~ mid-point of the roof slope. Elevator machine rOOO'e,
,:, mechanical [()()I'(S, stairs, parapet walls and other
::, ,necessary design elements will be permitted above the
, ~~:t muimim ,heights established herein.
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FLORIDA - AUGUST
28,
1986
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PARCEL I[ SCHEMATIC
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PLAN
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-WATER LINE
702 25 I
COASTAL CONSTRUCTION OONTROL LINE
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LEGEND
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FRONT BUFFER
VIEW CORRIDOR
OPEN AREA
PARKING DECK/TOWNHOUSE ENVELOPE
MULTI- LEVEL BUILDING ENVELOPE
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50 100 150
200
31)0
I
25 75
NOTES
\
1. The total of the nu1tl-1evel bluldIng envelopes will
contain a maxinurn of 360 resIdentIal dwellmg unIts
(WIth an additional 40 dwellIng units permitted if
transferred from Parcel IV in accordance wIth the
Settlenent StipulatIon). The building envelopes of
the ~k.>rth two bUIldlngs w111 be a maXln1lm of 140 ft.
'I( 240 k. x 210 ft. In heIght, and the South bUIldIng
wIll be a maxi.m..!JTl of 100 ft. x 250 ft. x 210 ft. In
heIght. Each blllldlI1<J envelope may contaIn ar-erntIes
approprIate and connon to resIdentIal dwelling unItS.
5. A landscaped front buffer will be established along
the entire frontage of the property along Q.1lf Blvd.
except as interrupted by VIew corrIdors and access
and/or entrIes, and WIll be a mInImum of 10 feet wide
and an average of 20 feet. C:atehouses WIll be behll1d
the front buffer.
6. ~ ater retentIOn/detent Ion areas and SIte drall1age rray
occur 111 any area la.n<.1\.tard of the Coastal
ConstructIon Control Lme (CCCL) and WIll be deSIgned
111 accordance WIth g<Xd engmeenng practIce.
2. The parklI1g deek/townhouse envelope WIll permIt
covered park1.I1g WIth ttle park1.I1g deck contaInmg
re~reatIcnal amenItIes and lanoscaPLng, and/or
:oc,.,nhouses above the F-drk mg deek. The park mg deck
""111 not exceed 15 feet m height and the townhouses
WIll not exceed 60 feet m heIght.
7. ParkIng will be prOVIded at a minImum of 1.25 spaces
per resIdentIal dwe.lmg unIt. Length and Width of
the spaces, the wir,th of the dnve\o.ClYs and other
design crIteria of the r~rkLng lots/garages ""111 be
in accordance wit'. mminum recOl'l1lendatlOns of the
Urban Land InstItute. No surface parkmg will be
permitted wlth111 three feet of the property 1 ine.
8. The height of th€ building structures 1S defmed as
the dIstance abo',e the flood pIa U1 to the roof deck
or, U1 the case \there sloped roofs are used, to the
mid-point of H.e roof slope. Elevator machIne rooITS,
mechanical rooITS, stairs, parapet walls and other
necessary design elements will be permItted above the
maximim heights established hereIn.
3. T~e open area WIll pen:nt landscap111g, on~rade
aren1tIes, walls, fences and ot~er SIte developrent
~eatures, ~~ drl\e\o.a1~' Farklng, pedestrIan
walk\o.ays, and emergency vehicle access ways, but Will
exclude structures. However, gatehouses and/or entry
features WIll be permItted 111 the open area.
4. The VIew corrIdors through the Site WIll exclude all
structLres, walls, fen~es apd park111g, but WIll allow
paSSIve recreatIonal ar.€Olt1es, landscaplng,
?€destrlan walk\o.CljS, drl':eways and er.ergency vel'ucle
3ccess ways.
COMMUN ITY
DESIGN
CORF?, MIAMI, FLORIDA- AUGUST
28,
1986
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Y.H. Lee Associates, Architects March 1989
~
ROllTE TO
JOE McFATE
NAN TOBIN
PAULA HARVEY
DATE
ROllTE TO
JOHN RICHTER
JOAN MOORE
RON McELRATH
SALLY RUBY
MICHAEL BURKE
NICOLAS RlVERA-RUIZ
TONI BABKSI
CAROL TRESCA
BERTIE LEWIS
/
,i1P ~/7-</
STEVE DOHERTY
LEO MEMENDEZ
RA Y WYLAND
GERI DOHERTY
CAROL CICERO
DOREEN FELDHAUS
ELAINE MULDOWNEY ..LzzI t;;;t;-
VIC CHODORA ~r,LEf-
JIM BATY
RICHARD BLICKENDORFER
TOM CHAPLINSKY
PHIL CHARNOCK
GERT DEVERS
TONY DILIBERTI
LORI GOLDSTON
JULIE JEFFERS
NEIL LEGTERS
MANDALINI PANCHOLY
BILL PHILLIPS
ANDY :tElCU..ARDT
DO~ ~ITIl
MIKE ..ILKI~S
BOB ZACKER
MARY NAFF
CHRIS PAP ANDREAS
JEFF PRUITT
LOU HILTON
JIM SHEELER
MICHAEL HOLMES
GINNY GERNAGA
BOB McCLELLAND
CYNTHIA ANDERSON
JANET McMAHAN
BARBARA SEXSMITH
DEE SHAWE~
ST': IJILLIAMS
DEB LL'TZ
SA~IE RAY~R
BOBBIE EIGENMANN
For Your Signature
Copy Please
CITY OF CLEARWATER j
Interdepartment Correspondence '
COPIES:
, Kathy Rice, Deputy City Manager
Ted Clarke, Planner II
MIchael Wright, CIty Manager
Scott Shuford;D~velopment Code Admmlstrator/Planmng Manager,5
James M. ,Polatty, DIrector of Planmng and Development ~ VY\. f
Mmor Amendment to the CertIfied SIte Plan for UltImar Phase II (A reSIdentIal
condommium proJect) located at 1520 Gulf Blvd (pSP 89-
D m @ ~ 0 ~ f? pi
- --~ I I
,/ i 1
MAR 04 1992 TJ
TO:
FROM:
VIA:
SUBJECT:
DATE:
CITY CLERK DEPT.
Attached please find a copy of a mmor amendment to the above referenced certIfied site plan. ThIs
amendment reflects the placement of a five (5) foot WIde sidewalk along the south property line Please
note that the appropnate Development ReVIew CommIttee members have mitialed theIr approval of this
mmor amendment.
March 3, 1992
Please mdlcate your approval or dIsapproval WIth your sIgnature in the appropnate space provIded below.
If you find thIS mmor amendment to be m compliance, please forward your approval and the sIte plans
to the cIty clerk for certIficatIon and dlstnbutIon to the departments lIsted.
Should you have questIons or comments, please contact eIther myself or Ted Clarke, Planner II.
~PPROVED
RECEIVED
rr==il
l!:::dJ NOT APPROVED
MAR 0 6 199/2
PLANNING & URBAN
DEVELOPMENT DEPT.
cc:
3> . 4 .<=t L
right, City Manager Date. ,r
ames M. Polatty, Jr., DIrector of Planning & Developo:.ent ,/"
CecIl Henderson, Engmeermg
Tom Miller, Environmental
Ream Wilson, Parks & Recreation DIrector
Don Meenans, Traffic Engineer
Victor Chodora, BuIlding Official
Cyndie Goudeau, CIty Clerk
Steve Doherty, Zomng SectIon SupervIsor
Lou Hilton, Planner II (Memo Only)
Developer/Project Sponsor (3) P. Gregory Smgleton
24945 U S. Highway North
Clearwater, FL 34623
02ma8912.cer
1
.
CUMBEY & FAIR INC
2463 ENTERPRISE ROAD
CLEARWATER. FL 34623-1790
(813'797-11982 Clearwater
1813'223-4333 Tampa
CML ENGINEERING
lAND SURVEYING
PlANNING
~
VICTOR \I/. FORMBY, P.E.
Vice PresIdent/Client Development
J
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50' COUNTY R/W ____________
-I--PROPERTY LINE
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PRECAST CONCRETE SLAB.
REINFORCED 8" ~MU WALL WI I NO.5 CONCRETE CO
FILLED CELL 48 O.c. a HORlZ. MAS. REINF. - TYP. "CO'
PER STRUCT. ENGINEER <;:;j~ ~~.
.
2' - 0" D1A. ACCESS 'MANHOLE OR GRATE OPENING
( LOCATION AS SHOWN ON PLAN) '\
2' -a" WIDE OPENING
BETWEEN CEllS
i 3'
12'[~'
PROPOSED
TURN LANE SHOULDER
I
4'
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4: I OR <00 4: I SLOPE
,,- FLATTER ~.
~ 3" ASPHALTIC CONCRETE, TYPE PC-I
~IO-l/2" BASE,COMPACTED TO 98%
"" MAXIMUM DENSITY PER AASHTO T-180
"'--12" SUBBASE, TO LBR- 40 i
NOTE: SUBBASE MAY BE DELETED IF BASE
THICKNESS IS INCREASED BY 50%
"
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19'-0"
PROPOSED SWALE "B"
(SIMilAR TO SWALES
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SECTION A-A
TYPICA1- VAUL:T SECTION._
N,T.S.
NT.S,
II' O/A
*PRE-CAST CONC. SLAB MAY BE FURNISHED BY
"FLORIDA F-ILEGREE INC." OF ST. PETERSBURG,
PHONE NO. 526-9017. FOOTING, WALLS AND SLAB
SHALL BE DESIGNED AND CERTIFIED BY A STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF FLORIDA.
NOTE: EXPANSION JOINTS TO BE PLACED
IN Alc PAVEMENT OVER VAULT SLAB
AT ALL SLAB JOINTS IN ORDER TO
LOCATE AND FACILITATE FUTURE
SLAB REMOVAL, IF NECESSARY.
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SECTION AA
SECTION B 8
N.T.S.
NON- TRAVERSABLE SLOTS
RteOO"'mlnded ~ Pip, sae:
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COMPACTED SUB-GRADE ~/
PAVEMENT SPEClFlCATIONS
BY SOilS ENGiNEER.
:;ECTION AA
SECTION BB
TYPICAL ROADWAY SECTION
0.0.1. TYPE "FII INLET
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R IE V
ISIONS
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BY 'DATI!! DESCRIPTION
CUM E'Y FAIR INC.
CONSULTING CIVIL ENGINEERS
FOR
BY DATE CESCRIPTICIN
MAC 11/22/89 REVS. PER SWFWMD. PIN. CO,. /I.
CITY OF CLEARWATER
CITY BLUE PF1INi CO.
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.
. I
ULTIMAR DE'VELOPMENT C
RP..
600 GRANT STREET
PITTSBURGH, PA 15230
TEL. (813) 595-8915
EN G J NEE 81r.':t~ · E_bA_~ILN l~_G
2463 ENTERPRISE ROAD
CLEARWATER, FLORIDA 33575
· bAt:J_P _$.VJ!YJ;Y'_S
CLEARWATER 797-8982
T4f4P.l 223-4333
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PRO~EC'T
J. M K. . 9/89
o RWN BY. __._.____<_______ OAT E .__
DSGN BY: _~.-?..:......._____.__.___ DATE~89_,__
CHKD BY: _ V. W-:i:____________ DATE,~?_~.____ _
UL:'fIMAR
SC ALE: N O_~i______
PA\/ING & DRAIl'JA(;1E
DEwTAILS
3 OF 4
n;;;r~~;,.~!fg,W~1~~~t'il,~''".i''l1!li.i'ffi::,'~..~~;..r.:;18.'WMz:.-~mill'!!Wt',m''.:;w,:;:t;:!lW;;;);.~i!iIl!~~~0iiillm~ .-'.,.. ;:::aj;.'ilfllif.~~lrf.;[~~lil!1;f~~~.
V.LcLur ~'J. Formby, P.E. H17699
Florida He9isLerf.'i) En9inecr
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NOTE. Plug 10 be Plostic wlfh "O"RlnQ
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BY
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D egCRIPTIO N
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SECTION "A-All
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SOLID
COVER
[~~~~~==U='T:11~~
SOLID COVER
------. --._-" -.--...-.
SECTION
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Mln 'HI 128 Ibs
MFG BY U S FOUNDRY-
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or ElQual
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L.. ._________.__ _. ____._.
CITY OF CLfARWATER, FLGRIDA
ENGINEERING DEPARTMENT
",nAL"H 8Y SAN I T ARY ~_.~; E WE~~ GA/' -_.
I~::f:;: ;: MANHOLE_!O v~ R]~::' ;, ~
.S'~E ___.__ __..____ ...!....u'..J._
For Rlr'g nnd Cover See INDEX NO .301
SANiTM<Y SEWER MMmOlE COVER
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CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REOR...." 8Y 51 A~JDARD ClJANourg-}Wf
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MODiFlE:D TYPE: "p" INLE:T ___ - -J;;, PAVC('v((:::NT ( . ---:J. \.9~"v<<.?J::" ~- -J!et:Cfit. \:'p ~ ~~UJ~. \tJ~ '. :- :-. . .r.. .' .:. :. UF:>OUT -::--"'"'- ~~..J-1.*,,"3 ',~ .7 I: -: ) '. '. ....... M 1-\.1*~.
GRATe:- " S.0i2 ------- L_IS ""(tf; Typ) - u\. ~ ,,- ~.1 --.: k? -;;:V~ n V . '. . .:Ij;f/: PRop. 5' ~IDE\M ;-\-. '. ., . - ,., - :, 0' ,:..----.~... · ... -
\.E:.= '3.~O(w) ~~.~~f;D eND seCT ~7 GULF --,-\O-12'\eP'1&Bm ~~-\- ~~~'" ~~ _ ,,,. ~~ (/.L~o/"'" '. Xg,: :1:' ':~E)(IS-r. 5' SIOE:WALK~ S22 50 39 W :'.' ......:. .:,......:. ...~... :.'.:.:
~41(N~S) ____ ION N-----=, BLVD ~&f;flfJ#f;yeliJI~ty/o..l{)l.9'((?}' <.--~f~___txX~ ~~... /,'" _ .S' ~-L \ "9' I ,,;~:/!,
UL TIMAR - PHASE 2 && ------- ~S"M. .<<j4 (iOey%cR'" 0 ~ <:>,!?";.~~<j.~~_ t<'----~%'V<1--_-_---=.J-~.....,L----- ~~.cx e,"D\P __ _ _ -=,.
- LEGAL DESCRIPTION LOCA TION MAP ~ ~e=5'~CQeD eND St /W) ~REGRADE 13' ~VM'T.(~~~)J ~ 1Ylf\.~" Ex.n"WM. .-XeKls-r MODIFieD Type "p" Il'JLE-T ~ - -U.O.- - --
::~ :~~~o:E~~R:::I~: ::~;:;:SHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING /' i e.1 I , jr--,r?llfi& ~1~T;-~~ ~T~,s,~:'~T SWAL~Lc (S.R. 699) ~o~ C' - -- ~NO':E: ~~~S:;i~I~~~INRAE~EI:i;T;~R~~~H~~ET~iN~UL~:L~o"UNTiG:i;~:;w~i ~~~ -
~ 'if/ i ~'t: ':J jf l-~~::~ STQ/pE. ___ '"IE: ~ ~ TEQED END SECTl . _, '240 L.F 4" WIDE i RIGHT-OF-WAY UTILIZATION LICENSE. REFER TO THE GULF BLVD. (4"WIOC. ".JOLlD
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 19: THENCE ~, ! ,....... ~ A~}' ~~ ~':GOJ~ ~~ O~ "'" SOLID WI-liTE STlZlPEJ Il1PROVEMENT PLANS FOR THE REVISED STORM DRAINAGE SYSTEM. W\-\\Tc ":JTt2.lPc.
N. 89'04'07"W., 2,351.80 FEET ALONG THE SOUTH LINE OF SAID SECTION TO THE WESTERLY RI GHT-OF-WAY SCALE~NMILES ~ 19 : 34o'i$ /20 ~o~~~~I~a.tJ~;/,' / LEGEND ::::--- __ __ N ALSO, THE SOUTHERNMOST ENTRANCE WAS RELOCATED 8-FEET TO THE
LINE OF GULF BOULEVARD (100' R/W, O.R. 1766, PAGE 293-295): THENCE ALONG SAID WESTERLY RIGHT-OF- ~ _ ~ P HO J E C T 1""'- /'Ii }~~,,_~,ElLE EXISTING PROPOSED -- - j N~)RTH DURING CONSTRUCTION, REFER TO THE PHASE 2 CONSTRUCTION
WAY LINE, L O,IC AT I~ N ~I i B~EW \)__________ :O..~L'.' ~. PLANS FOR THE REVISED LOCATION.
N. 31'58'20" E., 826.75 FEET FOR THE POINT OF BEGINNING; THENCE, LEAVING SAID LINE, N. 58'01'40" "\JI \.....,/" _ /..--......9_________ CONTOUR N/A FLOOD ZONE NOTE:
W., 137.22 FEET; THENCE ~ ,~-.m:r<;T : BE~LEAIR jBElU"VTEWBlLT..g;~., \~l.~ ~ THIS PROPERTY LIES WITHIN FLOOD ZONE A 11 /' SITE DA T A
N. 67'09'21" W., 250.63 FEET TO THE MEAN HIGH WATER LINE AS SHOWN ON THE SAND BY BEACH _____ ,/ ,. COUNTllYCl~IL~ ~ ELEVATION (EL. 1.1.0) AS DEPICTED ON FEMA INSURANCE EXISTING PROPOSED REQUIRED Between Structures:
RENOURISHMENTPROJECT SURVEY AS RECORDED IN BULKHEAD LINEANDEROSIONC ONTROLLINEPLATBOOK2, !hfnl) HARBOR ~ ,pw. N/A DIRECTION OF FLOW ... RATE MAP COMMUNITY PANEL No. 125096-0014B Per Settlement (MinorMax.\ WATERFRONT:
PAGES 64-65 OF THE PUBLIC RECORDS OF SAID COUNTY: THENCE ALONG SAID LINE N. 24'39'22" E., 205.97 ----/;1~~~~,/I(!j v /1// j~:?~~~ ~. _ DA TED JUNE 1,1983 . ZONING DISTRICT Stioulation ~~,A N/A Side
FEET: THENCE, LEAVING SAID LINE, S. 67'09'21"E.. 405.41 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE ',"" ' .-/..j;'~;,~ ----" - -"- SWALE ' USE' Vacant Res,dentlal N/A Rear:
. - fr'" ',~/,'r /. .~;~,c ' . W TER &
:~DA W:~:~:::GE::GHC;~::_WC:;C~;=EN~::HW:::::IYNG~V::~T:W::;:~:y~FA~:~9,s:6I:E:~V:~::~~;3 A~:: :\~:.. ~ ~lz0'~E LLEA.IR ~iCt;~ ,,:;~\~:i/J~~Q - -D- - SANIT ARY SEWER MANHOl.E' TOPOGRAPHY TAKEN FROM CI~~ O~GCLEAHRy IA \?:~R:~~~'~~ina~~O~~S\:nes):S &~~':,6~~ N/A N/A HEIGHT
THROUGH A CENTRAL ANGLE OF 06'07'42" (C.B. .j;; ~'~~ 1BEAl:,H zt _.f.~~ ;",.:; ~~~: l~:~r.~~',) - --{] STORM INLET - - - __ STORM ATLAS MAP OVERLDAYE. TOPP'" ARSAEP N Net Area ,Gross minus 8% Max. for With Bonus Provisions (ijapplicable):
\. ~~N~:~~~~~9:.:~~ ~~:~:~ :~::) ~RT:::~~ S. 31"58'20" W., 30.29 FEET TO THE POINT OF BEGINNING. f:5~ ' ,1r~. / "tfRJi!;r;} ":~{ r/ ~~(. _ ---<.- _ STORM MANHOLE -=-=. _ _ CPHOANSSETSRU2C~I~~ISTURBED U H 1 L:;'~~II:~:ccesswaysJ: :;: ~:~~_ :;: P~~7~,t~~HICULARAREAS (Sq. Fl and
" / E1iUe' !f;-'~j.,l#f;~I;~~ifj"l;:.q/J!:,~ .'i ---! RIP RAP END SECTION - - --1' LOT DEPTH N/A-A 395'- N/A ~~~I~;~~ELOI(Sq.Ft.and% &&(11.6%)
/ NOT E S '"\ ~('~r::>~ 'v (",""oN"O(1(1'!:-1 ;;~';;B i~1 :;,I/;jq.,:'~ ~ .r '- DENSITY (Based on net acres): N/A~4 44.5DU/AC N/A 01 site): None 28619 s.l.
I lUJ';j l;J1 r-.'t: . '" '"I'" cf'1" ,;../ '<'",.. ........."'....'RArll - - - WATER MAIN ^\ ' 11= PARKING ' ~ -
1. ALL CONSTRUCTION TO COMPLY WITH CITY OF CLEARWATER STANDARDS, AND/OR ---j-t-!f!!!'):l.-/ ---:; ---1:.-, /~[~~~;C:'(,r~~-::}.'~~\J~~~,: .4 Ll:::. ULTIMAR 11= UNITS SPACES BUILDiNG COVERAGE (Sq.Ft. and %of &&(12.4%)0 ~o~i~::~,~:ir~~t~~;~t.and
OTHER APPLICABLE REQUIREMENTS. ...1 ,;;;- I e -" .~:,\... Ill.L.Oll: I ".l:l ~(W,,' ~ ~Io,' kA .v~ - --l><J- - GAT E V A L V E Gross S,te, None ? 30632 s.f. N/A
~~ ~I ~ DEL EA1Rl" o-,~:..~o!jjl"~'''':v'~'.n';:LiJ^:f~ J GROSS FLOOR AREA and F.A.R.. None N/A N/A Clear Space (Waterfront Property)
2. NO STRUCTURES (12" OR GREATER IN HEIGHT) WILL BE LOCATED SEAWARD OF ~j~;; ~UFFS 'o~~./~' :~r~:,~-~I~'r:~~Ii1,: - ~ - FIRE HYDRANT ASSEMBL Y ~ ONE 114 143 Extenor Penmeter Buffers
THE COASTAL CONSTRUCTION CONTROL LINE. c I.,{P-." "~/ .: "N<>T .'~ ~qc:;~v :111t':-I.t;'t~D',~, SETBACKS (Also ,nclude dimensions
A!tJSE~~81" '- \4161 / PARK ,~~,:::,:z ,r.A,o,),-{~;n"~,"~nf~:~'~ o--LJ.D- UNDERDRAIN W/INSPECTION BOX-u.o.- TWO 138 ons'tepiandrawmg): Parking Lot InlenorLandscaping
3. MINIMUM SETBACKS WILL BE PROVIDED FOR ALL BUILDINGS, INCLUDING THE I . .. _ CAUSI!WAY ~ _db~'.:u.~oc.:<BAY- ~ 0"=, 1 72 (SQ.Ft. and % of Paved Vehicular
MINIMUM REQUIRED 20 FT. WATER FRONT SETBACK. ll1'I..~:"~r;;0'41;tjELi.EAIR~vC~) !:?ll?l";r?,~.~~,~~t~~~~.~ THREE 148 185 ::::t: :::: 5~'" 1:~'. ~~~~~~;I~~':he~~~g/~r~~~;~~~h'ng)' N/A N/A
4. SIGNS AND FENCING/WALLS ARE SUBJECT TO SEPARATE REVIEW AND PERMITTING . SHOREd ' - ~ I ) ~~Il~m-~~t....~ PARKING (Givenapplicabfeformula): None 315
\. PROCES S ES . ~ \. r 0 :a i I~;-I-""': I.,' , > J.. 1';;-;]; ~,,~sc~~. ~!-.,.". J 'I.. ~ \. TOT A L 4 0 0 5 0 0 ~ \. Rear: None 20'" 20'" .TOWER ONLY
...... J '- ./ '- J ...... J '- "TOWER AND PARKING DECK COVERAGE
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DESIGNEe
?47
KING ENGINEERING ASSOCIA TES, INC.
Engineers 0 Planners 0 Surveyors
24945 U.S. 19 NORTH · CLEARWATER, FLORIDA 34623 - 813-791-1441
& l-Ib-'11
NOT vAUD FOR CONSTRUCTION
UNLESS SIGNED IN "THIS BLOCK
UL TIMAR DEVELOPME~IT CORPD
1520 GULF BOULEVARD
CLEARW A TER, FL. 34630
PHONE: (813) 595-8915
UL TIMAR PHASE :~
FINAL SITE PLAN
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REVISIONS
APP'D BY
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TITLE:
SITE PLAN
REVIEW
REVISIONS:
DATE: 8/28/89
SHEET:
1 OF 1