PSP94-21
PSP 94-21
W ALGREENS
1880 SUNSET
POINT RD
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2 3 1995
CI-V~' '-~'/ r r
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CITY 01< CLEAR\YATER
In tcrdepartmcn t (orre~ pon dell le
TO
Cyndle GOUdCdU, CIty C!cl k
Allen V Mdhdn. Comdmaln,. Cenledl Pe,m.Umg !l~ f~
SUBJECT CertIfied SltL Pldn for Walgreens, Belcher &. SLllsct Pt ROell.!, PSP l}-1.21
FROM
CaPlES See LI~t Below
DATE FebrudrY 13, 1995
The Development ReVIew Committee at Its meetlllg of September 22, 1994 approved the above descnbed SIte
plan) amendment subject to the fo]]owlIlg condltJons
1 A fire hydrant assembly 5hdll bc Installed not mon, than 300 ft from the structure
2 If struttun.. reqUIres or hd~ Jl1stallcd an automatic fire sprlnkkr ~y<;tcm, d Fire DepdTll1lenl
connectIOn shdll be Instdllcd wah a TI1l111mum of ] 5 ft from the strue[ urL, ddjac..ent to <1 r.wLd
dnvewolY dnd wlthlll 10 fl of d fire hydrant d<;sembJy
') Prior [0 cCTlt/ie,ltlon, the DUl11p~tcr RcqlllTCmCnl Form mll'}l be comph,tLd 1ll1d rLl urncd [0 the.
Cay Sahd Wd~te DLp,ITlmcnt
4 Pnor to Lcrtllie<1llOn, a copy of the.. SWFWMD pLfmll dpphcatlon I~ to be provu.lcd to
Engml-enng SltC Pldn RC..vlCW
5 Pnor to ISSUdnce of a bUlldmg permIt, a Lory of the approved SWFWMD permll 1<; to be
proVIded to Engmeermg SIte Plan ReVIew
6 Pnor to certllieatJon, the final site plan must be signed and <;ealt.d by cl professlondl Engllleer
registered m the State of Flonda
7 A PlOellas County Public Health PerlUlt, Ingress/Egress and a 10 ft utlhty casement over lhe
proposed wdtcr mams up lo and mcludmg meters, backflow pre..ventlon devlLGs and hydrants dte
requm..d pnor to the Issuance of a bUlldmg permll
8 BaGkOow preventIOn deVIces must be lllstaIled by the CIty \Vlth applicable feGs bemg paId by
the owner
9 PrIor to certlficatiOn, a Pmellas County driveway connectIOn permlt will bL rcqUIred for new
dnVf,WdYs onto Sunset Pomt Road and dnveway modJ!icatlOn on Bdcher Road
10 All eXlstmg and proposed utIlitIes are to be shown on the SHe plan prior to CLTUfiCdtIQrl
11 PrIor to ccrtlficatiOn, plans are to show 50ft of adjacent topography around perImeter of slte
12 Sidewalks are reqUIred adjacent to all street nghts-of-way to be shown on the site pldn
13 HandIcap spaces must be adjusted to meet government stdndards
14 Parkmg and/or dnveways (placement of whLel stops) and the site pldns should show the sIgn
placement to the approval of the Traffic Engmeer
;-1E@~l1\\f1~\ID;l~t~:::~~I~t~S ]l~, ~~p::own on the plan to denote measurements for aisles, parklllg stalls,
i) ~l.S1.1 \:J J~ ~ "One-wdy","Do Not Enter" and d "Stop" sign to bc pldced wIth dll the connect pOlllt5 lip [0
g !cher Road
fEB 27 1995 (.;J Pnor to Iswancc of a bulldll1g permit, a copy of the dpproved SWF\VMD permit \hdl1 he
su nllltcd to Envlronmentdl Mdlldgement
AL PERMITTING 18 herc must be fn..c..-V1<;lblhty for one-way arCd wIlh dll I,.llldscapmg done
CE~T~F CLEARWATER]9 Igns ancllc..nonglwall<; are subJcct to separdle reVlew dnd permltllllg prOLe<;<;cs d~ d LOmmcructl
OIT panned development
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20 The reqUiSite bUilding permJ(S must be procured wIthin onc (1) YCdr from tht. ddte
of ccrtlfiedtlOn of the final sHe plan dod dll reqUl~ltc ccrtlficdte~ of OCCUpdIKy must bl. obtained
wlthlll three (3) year,> of the dale of ccrlIficatlOn of the SHe plan
2l A UllIly of TItle ~hall be recorded prior 10 certIfication of the .sIte Pldl1
22 The applicdnt shall eontdct P dfk,> & Recreation for the reqUired rt.crLatIOl1/opl.n-~pdCc
assessment fcc, which ~hdll be paId pnor 10 certIficatIon There will be a 2% open-~pdu.:
ds~essment fee Money lll~tedd of land 3 24 acre~ lor whole '>lte/lot (a work ~hcu WdS proee~,>(.d
for this propcrly)
As conditIOns 1-18 inclusIVely dnd 21 & 22 have been m(,[, pkdse certify the attached plan,> ,>ublCcllO condillon,>
19 & 20 listed above and ulstnbute d'> below
A VMJavrn
cc Scott Shuford, DIrector of Central PermIttmg
RICh Baier, CIty Engmeer
Chuck Warnngton, Managmg Director, Gas System
Tom Miller, ASSIstant City Engmcer, Envlfonmental
Ream Wilson, Dlrector,Parks & RecreatlOn
Don Meenans, ASSistant Trdffic Engmeer
VIctor Chodora, BUlldmg OffiCldl
Cynctlc Goudcdu, City Clerk
LOll Hilton, Semor Planner
SteVe DOhertY, Zonmg SectIon <;upervlsor
DevL!opcr/ProJccl Sponsor (1) Pleasc call Bob PKrro, AVid Engmeenng, 789-9500,for pick up when
cerllfied
5~ 100'
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I I S ~ E ~ I .-.- - - - - _. -_ __ _ __ __.J ~ ~ ~ ~tj,;, -"-.~ ..WAlGREENS PYl~ SIGN "" ~., ; ~
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,~ :, DRIVEWAY 31 .~.. @ ~ Vii' cy~~O,/ 30 ",. ',' ...' ~ '11' ;'/", ',~~\~~
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~ I FUTURE COMMERCIAL OUTPARCEL (TYP)...... ! I " \ \\
~I I TO BE DEVELOPED UNDER THE ...... ~ INTERIOR '. \ \ \ \
~! I GENERAL COMMERCIAL DISTRICT (CG) ~~~NEDE\ ~ TYPE 'D' CURB (rY?) \ ... LANDSCAPING (TYP. ) ~ :>.' :i \ ..-\ \ \
I I ZONING REGULATIONS ... I ENCLOSURE ...,. ~ ~ I~ ' . \ \ \
! I (0.97 ACRES) ( .) 01 (, /, I ") ,.;., : '1 \ '\ I
- -----1 i i 1 ~ ~~. t>ii.(~ ~ LOADING ZONE ,12~-..:</:- I"~ .. . .. / .!~ r! Ii
! I i 156_'" I ~ 39_67 135' 10'- ~'.:; 19': 24' 3 ' 24' 3 ' . 24' 2~..~9' 'I'! /;I/~Y
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! r~ TYPE '0' CURB (TYP)\ ~ _ ~ WAL4REEtlS DRUG, STORE ~o;..2 i ..c. ~ t \Y \Y ~ t I,'''} ~... ! /~;7
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~l'i ! !: I I 124- Si'it'OP BAR ." n Qs./)/ I I; t, ~
~: 1,.1 I I : ____ " R1i1 STOP ...... u 1., II
1 ___ /' SIGN{TYP) ,".PII.'I n .4., II
I :~_ I FUTURE ____ ,/ . NO PAR~~~ "\ ~IU //'/ II
I 1,1 --, T T DRIVEWAY ____--- V / 0 ..';' n ZONED.. Ii I,
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169+00
170+ 00
UNION SlREET
SUNSET POINT ROAD
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OR OUTDOOR SPEAKER~;
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ALCOHOLIC I
BEVERAGE SALES L _.
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LOCATION MAP
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CONDITIONS OF APPROVAL
1) PERMITTED USES SHALL BE AS LISTED BELOW:
1 .
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
INDOOR RETAIL SALES;
RESTAURANTS WITH NO OUTDOOR SEATING, OUTDOOR ENTERTAI~NT,
MEDICAL CLINICS/LABORATORIES;
BUSINESSIPROFESSIONAL OFFICES;
BUSINESS SERVICES;
PERSONAL SERVICES;
INDOOR COMMERCIAL RECREATION/ENTERTAINMENT;
NONPROFIT SOCIAL OR COMMUNITY SERVICES;
ART GALLERIES/STUDIOS;
VETERINARY OFFICES;
ONE ALCOHOLIC SALES ESTABLISHMENT, PACKAGE SALES; AND
ALCOHOLIC BEVERAGE SALES, CONSUMPTION ON PREMISE FOR RESTAURANT ONLY.
2) ALL PERIMETER LANDSCAPING SHALL BE PROVIDED ON BO'TH PARCELS PRIOR TO 'THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY FOR ANY PARCEL;
3) DUMPSTER LOCATION(S) FOR THE OUTPARCEL SHALL BE LIMITED TO THE EASTERN 1/3 OF THE
OUTPARCEl SITE;
4) LOADING OPERATIONS SHALL BE PROHIBITED BETWEEN 'THE HOURS OF 11 PM AND 6 AM; AND
5) FINAL CONCEPTUAL SITE PLAN APPROVAL BY 'THE CITY COMMISSION CONTINGENT UPON CONDITIONS
LISTED ON PAGES 4 AND 5 OF THE STAFF REPORT.
6) ALL SllE LIGHTING SHALL BE DIRECTED DOWNWARDS AND AWAY FROM ANY RESIDENTIAL AREAS.
EXISTING
PROPOSED
ZONING DISTRICT:
USE:
CPD & C-2
CPD
BANK
LOT AREA (SQ. FT. AND ACRES)
GROSS AREA (WITHIN PROPERTY LINES):
LOT WIDTH:
LOT DEPTH:
DENSITY (BASED ON NET ACRES):
141,407 SF
3.246 AC
141407 SF
3.246 AC
271 LF
271 LF
530 LF
530 LF
N/A
NIA
BUILDING COVERAGE (SQ.FT. AND % OF GROSS SITE):
2.863 SF
2.02%
15.525 SF
10.98%
GROSS FLOOR AREA AND F.A.R.:
2,863 SF
2.02
15,525 SF
10.98
SETBACK (ALSO INCLUDE DIMENSIONS ON SITE PLAN
DRAWING)
FRONT:
SIDE:
REAR:
BETWEEN STRUCTURES:
37 LF
200 LF
25 FT
100 LF
80 LF
10 FT
40 LF
39 LF
10 FT
N/A
NIA
HEIGHT:
WITH BONUS PROVISIONS (IF APPLICABLE):
PAVED VEHICULAR AREAS (SQ. FT. AND % OF SITE):
34 , 1 35 SF
24. 1-4"
28 FT
58,947 SF
41.69%
OPEN SPACE
TOTAL FOR THE LOT (SQ. FT. AND % OF SITE):
104,-409 SF
73.84 "
1,550
63.400 SF
44.84"
3,039 SF
90%
N/A
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FOR THE FRONT YARD (SQ. FT. AND % OF
REQUIRED FRONT YARD):
CLEAR SPACE (WATERFRONT PROPERTY):
EXTERIOR PERIMETER BUFFERS:
BELCHER
SUNSET
SOUTH
WEST
OFT
10 FT
OFT
40 FT
10 FT MIN.
10 FT MIN.
5 FT MIN.
o FT
N/A
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11,073 SF
18.78 "
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND" OF PAVED VEHICULAR
AREA; ALSO, DEPICT ON SITE PLAN
DRAWING BY SHADING/CROSS HATCHING):
PARKING (GIVE APPLICABLE FORMULA):
(6 SPACES PER 1,000 GFA)
FLOOD ZONE
THIS PROPERTY LIES WITHIN FLOOD ZONES 'c' & 'X' AS DEPICTED ON FEMA
FLOOD INSURANCE RATE MAP NO. 1251390126 C REVISED JUNE 1, 1983 AND
FLOOD INSURANCE RATE MAP NO. 125098 0010 D REVISED AUGUST 19, 1991.
15.525 )( 6
- 93 SPACES
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91 REG
95 TOTAL
Certified as a true and correct copy. On
Sep~ember 22, } 994, the Development
ReView Commit~e~. q,QProved a site plan for
Walgreens, Bel~b~t."i ",~~et Point Road.
Witness my,~'
Clearwater;' . .
February,~(
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sepaf-iite,
, ~'1l., j \,",
processes';i
development.
The requisite building per~its must be
procured within one (1) year from the
date of certification of the final site
plan and all requisite certificates of
occupancy must be obtained within
three (3) years of the date of
certification of the site plan.
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ZONED
RPD
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SUNSET POINT ROAD CCR 5781
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SCALE: 1" = 30'
30'
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EXISTING PROPERTY OWNERS
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PROPOSED WALGREENS g~AGE
ATTACHED SIGNS - DRUGkTORE
64 SF PER BEL~HER ROAD FRONTAGE
6-4 SF PER SUN~T POINT ROAD fRONTAGE
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ATTACHED SIGNS - UQUot. STORE
64 SF PER BE~ER ROAD FRONTAGE
6-4 SF PER SU..rT POINT ROAD FRONTAGE
FREESTANDING SIGNS ,
20 FEET MAXIMlIM HEIGHT
5 FEET MINIMUM STREET SETBACK
64 SF PER BELqHER ROAD FRONTAGE
64 SF PER SUN'SET POINT ROAD FRONTAGE
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HANDICAP PARKING
PROPOSED CURB
SITE BOUNDARY UNE
C-1
CURVE TABLE:
R = 34~239.60;
6. = 00.49;07'
A = 489.281
C = 489,27;
CD = S 89.27;43' E'
SUNBANK OF TAMPA BAY
SPECIAL ASSETS DEPARTMENT
BARBARA ZELLMER
315 EAST MADISON STREET, SUllE 619
TAMP A, Fl 33602
(813) 224-2439
(1.24 ACRES)
GLEN AND HARRIET F'lNKENBINDER
2261 SWEDISH DRIVE, APT. 3
ClEARWA lER, FL 34623
(813) 799-0938
(2.00 ACRES)
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RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CONCRETE PAVEMENT
TYPICAL
HANDICAP
10 PARKING SPACES
SIDEWALK
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R = 611.7F (11)
6. = or42;49' (11)
A = 18.291 (11)
C = 18.29; (11)
CD = S 32.12/26'
TYP
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PROPOSED OWNER AND PROJECT REPRESENTATIVE
R.K.M. DEVELOPMENT CORPORATION
RICHARD MALOOF
200 1ST AVENUE NORTH, SUITE 204
ST. PElERSBURG, Fl 33701
(813) 895-2150
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PROPOSED FUTURE C-2 S<<;NAGE
ATTACHED SIGNS
6-4 SF PER sullt$:ET POINT ROAD FRONTAGE
FREESTANDING SIGNS
20 FEET MAXIM"M HEIGHT
5 FEET MINlM'lfA STREET SETBACK
64 SF PER SU~T POINT ROAD FRONTAGE
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SUNSET POINT ROAD ANQ. BELCHE'R ROAD ARE CURRENTLY
UNDER CONSTRUCnON Bt PINELLAS COUNTY. THIS PLAN
SHOWS THE PROPOSED C~NDITIONS OF' 'THESE ROADS BASED
UPON CONSTRUCTION PLA.rS FURNISHED BY PINELLAS COUNTY.
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IE
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169+00
172+00
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- :=::::: - - - ,', -:=::=::=::=: -,'. -- -- -- - - -- -- -, - - -- - , 176+00
- ::: ::: -- C)":J 175+00
-' :::..- 173+00 174+00 '-)<().
-:c -:::::=::=::=::=:::C:=::::::: - SUNSET POINT ROAD CCR 5761
'le'b
",'b
II
t-
o.
177 00
.,.... --:::--
....-
170+00
--
171+00 1_ _ __- ::: :..:: ::::::: - -
~ = = = = = = :.:-: == - ~-I-- - ,--' -
~ C) q)'
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09 I..> ~ 1) ')
_ _. _ _ 6~ _ .___ _ I... v, __._
5 .59
'\~
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4>'
/. :::::: = ::: == = =:
I ( .
\ "fl
\: - -- - . - -
- -""-~
---
S-50
FOOT TYPE
GRATE EL
INVERT EL
S-51
FOOT TYPE
GRATE EL
INVERT EL
S-52
FOOT TYPE
GRATE EL
INVERT EL
S-53
FOOT TYPE
RIM EL
INVERT EL
S-54
FOOT TYPE
GRATE EL
INVERT EL
S-55
FOOT TYPE
GRATE EL
INVERT EL
&> ~)<:~ () ,
~. "t} ") t:~, I
' )(0-)'\.
X x \
"" !:>8. ("\13 I \ "
,~> , "
) stNrn water /f,Qnhcu:: ,
storm water man.hole under (,)n,truc,"o~ ~13 -'''
- -.- - - - - ~tFti<:~ -- - - - - -- - _. - -- -- -- '- _ ",.._ -4.4J r"I,)
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'., J.. ~
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I l..\... ~ 'l'-"'-"'-"',"'-"'-'"
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o C I. . ~ - "-... "? ~)
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fop alell ;:lit ~ti,..J..1) lSl )
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I I ,~\ I I I EXISllNG DRY RETENTION AREA
'~'l.'IU--~ Ox
L_ -. - -- - -- -- - - -_0< .--J.. ) \ I~JI I BOTTOt.4 ELEV ... 51.
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~, ". I
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....' .... -- _. ,_..4......._ __ '..: ...'- ,~.... ....
..._..~..._..._...~~~_...- ~ X5693
~ '~4!
(~)
,
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~' under cqt;f$tructlOn
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x
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- - -., -- -- ~,- -- ;- '--. -- --Q,yIO-' .~ - -- ......,.-.. ~ - ~ '-" , ..~>>rM) I
.- ',,- .' ._.....::...:...o'!-..'_._:\~'~~..~._~., .':b~'.:---~, "'\. I
..-=--::;;;.;..;;;;;;;:.;;....,...-...-... ...-... .......;.::'\'....::: .... ''0", ',\\\ ~,,~..,~ II11
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: / ~ 5'~2 ~." ~ .?!> 48 I //1
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:/. III 0f orate inlet '\ JJ1'w"1 ....
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~'!:' .;/' '< ;. / II /J-G'" inv fJ/ev = 49.9tfjl..i?.)
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. ~ V)~. /.5~..~/'-)"" I~I .... III ~
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'? , ,'" 111..l. 1/ III
. . e-' I .. II 11<t-
114/~:1 /:? \ lor I/!J "r.;7 ~
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: l'/ I; .? x~. ..,">' I I ~.
. j. . 1 I: II
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19 .. I I II /1 ,;!- '<-ill,/
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Ss ') 10;;" :; . / R..' I I I
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1..,....-, I~ IJ -.I ,'~ I.
<" ;S '"'C . ,,)>, , ,1::/ . .... ' I I
~ ,yc~,() .Ja ...~ '51)0' /. I I ; /,,'~/ (>... ~ I I. I
~~ II'J/~I/' ,i't ')/, 11.1.1
o ,/ ,. ~ tOfrn fI',7 er 'Y)'Jf!, \ e OJ I
Ss ') ~<o ;-,y 1i".1 .~'r)def (,j()sfru'-(.,r! 1C0......./1.
'ffi._ ~ / I /"tj.j~ Ii".' .,Iev '" -I- 7 0 1: /1 / I
.. - i). ... -:;1'1 ,. i'1; .rtf, . I;, . ~
.I ~:. i ,1 ........ '..."i-", / I....'\J
, ~II I.' II" C,4 61 \........ / ~ ,,I I ,)
"") ... ,'I - ............LA) I I
c) / Ai4){ 11/ " '-. / I. I
I.) / .C:(fl../;'? '-.Ij{
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C-1
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STRUCTURE TABLE
~.
t"
~
ii
:~
il
\ ..'" . I.. '\
,\. '" '")
~ ~ <J 'if x'?~'
:~
.
1<<1)
x,
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~
~!f'
~7'
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x
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~ 0) ;~
"F" INLET
56.50
52.34
vr'
(.)_i
~
,41
"if)
x
~d?~
~ ~ / /\JL:
~..i\.,.
...,'0
\)t-. .
~~5])
ti1
\00'
')
"F" INLET
56.00
52.00
~
,rJ "~
~Y')
,,>
~
o
C'<I
o
o
<0 6l
, ')~" 9\
~e 0,. If'"
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'->9 69
"F" INLE:T
54.50
51 .87
~1..
;;~') -
\~1
:v \
rt"
.;"
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.
10
"P-7" JUNCTION BOX
55.20
51 .60
:'Cl 54.- '
59 :'5
(0
(0
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'0'"
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,
I
I
WALGREENS DRUG S",:ORE ,<:J
...",'-\, I 'j.. '..'
-~ I~' I, .
55 '11 I 52."
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I
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MAINTAIN EXISllNG SWALE
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h l\ '''. ^'!
v:'? .':.Y
, "');-' O'
o
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')
"F" INLET
54.50
51.70
,q-,
(5:;'
v~;",
I
P
)
~
- 57.50
"')1
.,')'
.')
.;.}
""
v,'
\
,1-
c.
00
FUTURE DEVELOPt.4ENT
AREA = 42,442 SF
'c' = 0.87
<J~
<tj>
FFE
"F" INLET
54.90
51 .51
A DRAINAGE EASEMENT WILL BE PROVIDED
FOR THE STORMWATER POND t.4AINTENANCE.
THE Ut.4ITS Of THE EASEMENT WILL BE THE
TOP OF BANK. '
,:b <J'
....j) (~~~....
~
~
S-56
MITERED END SECTION 2:1
WITH 10'x10'x4"
SAND CEMENT RIP RAP
INVERT EL 51 .50
,
-,'"
,~'
"'..),
,)>
,,},
....
....
A
S-57
OUTFALL CONTROL STRUCTURE
SEE DETAIL SHEET
INVERT EL 48.60
INVERT EL 48.80
.. ..
..
...~ ~~:. :~:..-..
1)_. I r EROSIO~ CONTROL
ri ., I C ..1'
" ~.,
: l DRY STORt.4WA TER POND 2: 1
., 1 . 300 LF 6" ADS UD 0 0.20%
' - ._--'._~~'_.-'-.--I-'.
'=-- ~;;(~)_.,-_. ",'? CO (TYP)
'" 3: 1
'.'
(12" HCAP)
(6" UD)
%
OJ'?>
S-58
EXISTING MANHOLE
PINELLAS COUNTY S-93A"
INVERT EL 47.0 (18
INVERT EL 48.40 (12"
RCP)
HCAP)
2: 1
104:f 18" RCP SO . 0.10%
CONCRETE FlUt.4E
WL10'x10'x4"
SAND -erM[NT ~IP RAP -~'=-~~~) .--.----.- ..
:> /113
~'l-
~..r
S-59
OUTFALL CONTROL STRUCTURE
SEE DETAIL SHEET
INVERT EL 52.00
,,'J
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,.,
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\
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~)
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frt'
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N ..07tJ1- W
.J2O. os' (M)
CAUTlONI EXISllNG 15" VCP
SANITARY SEv.f:R t.4AIN
INV 15" VCP = 46.1 x
TOP 15" VCP = 47.6:t
INV 12" HCAP = 48.5x
S-60
42"x12" CMP TEE
SHOP DRAWING REQUIRED
ii
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LEGEND
<S'
vt
30'
~ II
SCALE: 1" =
0'
60'
I
ELEVATION
TYPICAL
CLEANOUT
INVERT ELEVATION
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30'
N ..54'58- w
cU 14' (M)
SAW CUT 8c t.4ATCH
EXISTING GRADE
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"
HANDICAP
EXIST~NG ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED SPOT ELEVATION
DRAINAGE INLET
MITERED END SECTION
EXISTING SWALE STORMWATER FLOW
SURFACE STORMWATER FLOW
DIRECTION OF STORM WATER FLOW
\..-- -'.'- -.-., _.
-5'
v}',
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'i)
'0'\'
<)...
,r:'
8
-f.
N)
C-2 R = 611.7F (1)
6. = or 42/49' (/tf)
A = 18,291 (11)
C = 18.291 (1)
CD = S 32*12/26' kI (11)
I"
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;:>
SUNSET POINT ROAD
I)
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v~
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, '>
CURVE TABLE:
R = 34)239.601
6. = 00*49107'
A = 489,28/
C = 489.27/
CD = S 89*27143' E
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UNDERDRAIN
HELICALLY CORRUGATED ALUMINUM PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
FINISH FLOOR ELEVATION
SIDEWALK
STORM SEWER STRUCTURE NUMBER
EROSION CONTROL
CONCRETE PAVEMENT
ASPHALT PAVEMENT
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sonltary monhole
top elev = 57,00
Inv elev e ,-:: 48. 35
inv elev s = 48.45
170+00
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LEGEND
~
EXISTING WATER METER
EXISTING SANITARY MANHOLE
EXISTING SANITARY CLEANOUT
SANITARY SEWER
PROPOSED STRUCTURE NUMBER
PROPOSED GATE VALVE - GV
PROPOSED FIRE HYDRANT - FH
PROPOSED REDUCER
PROPOSED BLOWOFF
(:)
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. PROPOSED WATER METER
c::J PROPOSED BACKFLOW PREVENTER
WL WATER LINE
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DDCVA
RPBP
DOUBLE DETECTOR CHECK VALVE ASSEMBLY
REDUCED PRESSURE BACKFLOW PREVENTER
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
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top elev = 57 ,..'il
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SUNSET POINT ROAD (CR 578)
5 ,59
SAN! r,4Ri MAI..'HOLE
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INL' ELEV N '" 4029
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RELOCA TE EXISTING
FIRE HYDRANT
EXISTING POWER POLE
TO BE RELOCATED
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C-1 R = 34.!?39.60' ::)it :E
t;:. = 00-49107' a: .. w
A 489.28' Ca: a:
=
C = 489,27' W W
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THIS SURVEY WAS PREPARED WITH THE BENEFIT OF OLD REPUBLIC
NA T/ONAL TITLE INSURANCE COMPANY, COMMITMENT NO. CA113233,
DA TED JUL Y 22, 1994.
NO UNDERGROUND UTILITIES WERE LOCA TED EXCEPT AS SHOWN.
BASIS OF BEARING AS SHOWN HEREON ARE BASED ON THE EAST
BOUNDARY OF THE NE 1/4 OF SECTION I TOWNSHIP 29 S RANGE 15 E
WHICH BEARS N.00'05'04" E (ASSUMED).
ELEVA TlONS AS SHOWN HEREON ARE BASED UPON PfNELLAS COUNTY
BENCHMARK 1267 WITH A PUBLISHED ELEVA TION OF 56.89.
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THE SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONES C AND X
BASED UPON THE FL OOD INSURANCE RA TE MAP ~ 125139 0126 C LAST REVISED
JUNE I. f983 AND ,1125096 0010 D LAST REVISED AUGUST 19, f991 RESPECTlVEL Y.
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A BOUNDARY. SURVEY OF
THA T PORT/ON OF LOT I, LYING IN THE SOUTHEAST 1/4 OF SECTION I.
TOWNSHIP 29 SOUTH, RANGE 15 EAST. PfNELLAS GROVES SUBDIVISION. AS
RECORDED IN PLA T BOOK 3, PAGE 15 OF THE PUBLIC RECORDS OF PfNELLAS
COUNTY,FLORIDA, LESS THE SOUTH 338 FEET THEREOF ALSO LESS RfGHT-OF-
WA Y FOR SUNSET POfNT ROAD (CR. 576, 100' RIGHT-OF-WA Y) AS RECORDED
IN O.R. BOOK 1813, PAGES 343-341 OF SAID PUBLIC RECORDS AND BEING
FURTHER DESCRIBED AS FOLLOWS:
COMMENCE A T THE EAST 1/4 CDRNER OF SAID SECTION r,. THENCE ALONG THE
EAST LINE OF SAID SECTION, 5.00'05'04" W, 48.56 FEET TO A NON-
TANGENT CURVE CONCA VE NORTHERL y, HA VING A RADIUS OF 34,239.60 FEET
BEfNG THE SOUTH RIGHT-OF-WA Y LINE OF SAID SUNSET POINT ROAD (CR.
576, 100' RIGHT-OF-WA Y); THENCE WESTERL Y ALONG SAID CURVE AND
RIGHT-OF-WA Y LINE. 15.00 FEET THROUGH A CENTRAL ANGLE OF 00'01'30"
(C.B. N.89'38'05" W, 15.00 FEET) TO THE EAST LINE OF SAID LOT I
AND THE POINT OF BEGINNING; THENCE ALONG SAID EAST LINE,
$.00'05'04" W, 212.86 FEET TO THE NORTH LINE OF THE SOUTH 338.00
FEET OF SAID LOT I.' THENCE ALONG SAID LINE, N.89'08'40" W, 319.91
FEET TO THE WEST LINE OF SAID LOT I.. THENCE ALONG SAID WEST LINE,
N.00'03'36" W, 211.69 FEET TO SAID SOUTH RIGHT-OF-WA Y LINE; THENCE
ALONG SAID LINE, S.89'07~6" E. 2/./5 FEET TO A CURVE CONCA VE
NORTHERL Y, HA VfNG A RADIUS OF 34,239.60 FEET; THENCE EASTERL Y ALONG
SAID CURVE. 299.44 FEET THROUGH A CENTRAL ANGLE OF 00'30'04" (e.B.
S.89 '22'/8 " E. 299.44 FEET) TO THE POINT OF BEGINNING.
CONTAfNfNG 81/61.67 SQUARE FEET OR 2.00 ACRES MORE OR LESS.
AND
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A PORTION OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 29
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(RIGHT OF WA Y) IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION I, TOWNSHIP
29 SOUTH, RANGE 15 EAST, LYING ADJACENT THERETO, DESCRIBED AS FOLLOWS:
FROM THE EAST 1/4 CORNER OF SECTION I, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ALSO
BEING THE WEST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST. RUN
THENCE 5.00'05'04" W, ALONG THE SECTION LINE 48.56 FEET FOR THE POINT OF
BEGINNING; THENCE ALONG THE SOUTHERL Y RIGHT-OF-WA Y LINE OF SUNSET POINT ROAD
114.18 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HA VING A RADIUS OF
34,239.60 FEET AND A CHORD OF 174.18 FEET WHICH BEAR S.89'43'30" E,' THENCE
S.44'32'01" E, 28.33 FEET,' THENCE S.00'08'31" E. ALONG THE WESTERL Y RIGHT OF
WA Y OF BELCHER ROAD, 106.24 FEET,' THENCE S.34 '49'32" W, ALONG SAID RIGHT OF Way
89.58 FEET; THENCE CONTINUE ALONG SAID WESTERL Y RIGHT OF WA Y S,32'54'45" W,
121.91 FEET; THENCE A DISTANCE OF 18,64 FEET ALONG THE ARC OF A CURVE TO THE
LEFT, SAID CURVE HA VING A RADIUS OF 635.50 FEET AND A CHORD OF 18,64 FEET WHICH
BEARS 5.32'04 '42" W.. THENCE LEA VING SAID WESTERL Y RIGHT OF WA Y N.89'54 '56" W,
83.14 FEET,' THENCE N.00'05'04" E, PARALLEL TO AND 15.00 FEET WEST OF THE SECTION
LINE, 318,63 FEET TO THE SOUTHERL Y RIGHT OF WA Y LINE OF SUNSET POINT ROAD,' THENCE
A DISTANCE OF 15.00 FEET ALONG THE ARC OF A CURVE TO THE LEFT TO THE POINT OF
BEGINNING; SAID CURVE HA P'ING A RADIUS OF 34,239.60 FEET AND A CHORD OF 15.00 FEET
WHICH BEARS S.89'33'59" E,' CONTAINING 1.245 ACRES MORE OR LESS.
EASEMENT DESCRIP nON:
THE NORTH 50.0 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND:
FROM THE WEST (/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16
EAST, RUN THENCE 5.00'05'04" W, ALONG THE SECTION LINE, 367.34
FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE S. 00 '05'04" W
ALONG THE SECTION LINE, 140.75 FEET TO THE WESTERL Y RIGHT OF WA Y
LINE OF BELCHER ROAD,' THENCE ALONG A CURVE TO THE RIGHT. WHOSE
CHORD BEARS N.31'46'12" E, 158,94 FEET, ARC OF 159.23 FEET AND
RADIUS OF 11/.20 FEET, ALONG SAID WESTERL Y RIGHT OF WA Y LINE;
THENCE N.89'54'56" w., 13.95 FEET TO THE POINT OF BEGINNING.
PROVIDED, HOWEVER, IN THE EVENT THE MEDfAN CROSS-OVER CUT IN THE
PUBLIC RIGHT OF WA Y NOW KNOWN AS BELCHER ROAD IS CHANGED FROM ITS
PRESENT POSITION IN SUCH A MANNER AS TO NECESSITA TE UnUZA TlON OF
ADDITIONAL PORTIONS OF THE FOLLOWING DESCRIBED TRACT FOR INGRESS
AND EGRESS; THENCE THE EASEMENT TO FLAGSHfP BANK OF PfNELLAS, N.A,
AND/OR ITS GRANTEES, SUCCESSORS, HEIRS, EXECUTORS, AND
ADMINISTRA TORS SHALL BE WITHOUT FURTHER ACT OF GLENN E
FINKENBINDER AND/OR HIS GRANTEES,SUCCESSORS, HEIRS. EXECUTORS. AND
ADMINlSTRA TORS, DEEMED AUTOMA TlCALL Y EXPANDED TO INCLUDE SUCH
PORTIONS OF THE FOLLOWING DESCRIBED REAL PROPERTY AS MA Y BE
REASONABL Y NECESSARY TO PROVIDE A FIFTY (50') FOOT RIGHT OF WA Y FOR
INGRESS AND EGRESS:
FROM THE WEST (/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE /6
EAST, RUN THENCE S.00'05'04" W, ALONG THE SECTION LINE 367.34 FEET
FOR THE POINT OF BEGINNING; THENCE CONTINUE 5.00'05'04" W ALONG
THE SECTION LINE. 140.75 FEET TO THE WESTERL Y RIGHT OF WA Y LINE OF
BELCHER ROAD; THENCE ALONG A CURVE TO THE RIGHT, WHOSE CHORD BEARS
N.31'46'IZ' E., 158.94 FEET, ARC OF 159.23 FEET AND RADIUS OF
171.20 FEET; ALONG SAID WESTERL Y RIGHT OF WA Y LINE.. THENCE
N.89'54'56" W, 13.85 FEET TO THE POINT OF BEGINNING.
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CURVE TABLE:
R = 34,239.60'
",0:. 00.,7'33"
A 7 74. 78'
C 174.78'
CB - S 89.43'30" E
34,239.60'
= 00 "3D '04 "
299.44'(R) - 299. 49'(M)
299.44 '(R) - 299. 49'(M)
S 89"22'18" E (R)
S 89"18'12" E (M)
C-4
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R = 34,239.60'
00.49'07"
- 489.28'
- 489.27'
S 89"27'43" E
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I HEREB Y CER TlFY;
THA T THE SKETCH OF THE AFFIXED SUR VFY HEREON
REPRESENTS AN ACTUAL FIELD SURVEY MADE UNDER
MY DIRECTION AND IS ACCURA TE TO THE BEST OF
MY KNOWLEDGE AND BELIEF, AND FURTHER CERTIFY
THA T THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVFYORS IN CHAPTER 61G17-6
FLORIDA ADMINISTRA T1VE CODE PURSUANT TO SECTION
472.027 FLORIDA STA TUTES.
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C-2
635. 00' (R) - 611.71' (M)
- 01.40'54" (R) - 01"42'49" (M)
18.64' (R) - 18.29' (M)
C - 18.64' (R) - 78.29' (M)
CB = S 3Z.04'42" W (R) - S 32'72' 26"
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JAMES A. PADAGS
PROFESSIONAL LAND SURVEYOR NO.
FOR
CYPRESS LAND CONSUL TANTS, INC.
C-3
R = 34,239.60'
6 00"01 '30"
A - 75.00'(R) -- 15.21 '(M)
C 15. OO'(R) - 15.12'(M)
CB S 89'33'59" E
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~__________________________________________________________~! _____________________________________________________________________________________________________________________________________________________4 ~
~~:t~-- .,.<;'l;c04 I:: .~~~r:;<>-~GEOFPAYMENT 172 173 .~ 1~,'B1BO .~I.SET POINT ~?AD (UNDER CONSTR~;:T10N) /00/ R/W
v C!l 10 0 0 '.- ~' t}> - ---. -
~--_____________E!?f!.~!?f...!.~!..MENT '0'0' L:}~ "I~"'" i SEe nON LINE -. '0'0' v;~. SANlrARY ~ANHOLE r- SANlrARY MANHOLE ";~
Vj ---------- ------------------'T-------------------____ TO!' El.EV 5r.JI C), TO!' €LEV 57.90 '0'b'
'b:' 58.08 I '\' '!i' -------------____ INV €LEV E - 47.'4 ~ I - .
'-i : :\ ~ \' . -----------_______ INV HEV W . 47.8/! - t.l [l.u INV El.EV II . 46.L9
~ $TORM JYA TER MANHOLE I ':J '0 r;;r,OJ -.......-------___ ~ ~ ~ I I IIIV ELEV S . 46.L7
STORM WA TER MANHOLE WDER COIISTRVCt/OIl _ : ~" ,'} 'f'-----------------~------ CI) I:::J INV ELEV SE - 50.'5
-"., YCP_'_ VNDER. CO!!.STRVCTTOII -" ....... J?0,38 "Vj'O' 'b" ~':l ------~\J--!--__ I NV ELEV t:: . 47.J' :'\
- ~ - '~8'VCP--- - _ ~-.---~----/!4.'RCP 8, WATERMAN - ':> ~ '0' '!:J9:'\ ---_-.......__..,-__+_______+_______1_ ~ EQGEOFPAYMENT ",,":-
~'!'" ________________ ;p' .---- '. . _ s" vCP I \ V) ':j o~~ 58,0", " T --~. -------1.".&--------- ------------______________ V, .
----./4-, RCP -. ___ - ____~6' RCP --- 'JV ",Q -------!---_=.:_____ - -.. '--.- - -_ 8", RCP. '-1. ~. ~~~~'" . I i I V, ~?:> ,,~ "," ~---------------------------;o;.----------...
r 5~72 . -- - ------------------.U" ~15.326 ,,,~r --. '.. ..'?l;..<?' 8'WATE'RMAIN.:~: 'J' Vj""'v')' (-JYATERMETER .SClRs'6S5' ~~ q-.'....,
,.. r50,64 -- SET CIR U s'6357 _ _ ___ _' RC!' -------:s1::r~-.~'!,-R.P--TELEPHONE BOX _ - 8~ liC!' L .1, C +-./ r t FOU!'D /R '~I!I ~ v,'\' ....'....,
GTE MARKER -j I C - 5 - . -',/"-"".4.. . __ _ .. _. __ \, , : , : O.lt $ . 0.11 r - - ELECTRIC BOX __ "
y~=.:ilHt="5K5i-;-=-=.-~c:-::=aK:- I :\ ------ OHC- --- - OHC -- -- -- aIE- __ _____ OlE ____ ___ _ ____ __ _ _ 1) ___ _ C 3 f-1,f ~--r--nn ....C=4.. ~- ", ~ H__~~ "'"
'0'\0'ro------------6T C,L:r C!l' l4e" r:~:-------~.L--~~~________ j ",,:>0'\ ",<j'?e, v,v,"?"" t:::: :OAIlr:~~f,~~L: '0':l~ SCIR LB ~~;J57'~ b(.-. - . - S f5~-08131f1 E"~~~
STORM WA TER MANHOLf: ..," B5' DRAIIIAGiEASE-MEiii- , FO~O IR '82,' R ~ 1t:? :~::~~___________________~-------n--------------~-----;! 28! 28 I( R) \
TO!' ELEV. 56.J5 /: 'J'O' OR BOOK 4119 PG 3'5 tt . ",,,, 1.54 S ~ 0.02 W - II i~r L " '0'" ; \ '
/ II OR.BOOK4507P62136..y.~ ~,J TELEPHONE MANHOLE Rl!!' 1116111 7-'BOTrLEBRVSH ''', OAK I~' II L6"'OAK (' 4403210111 E \.
INVEl.EV-51.05 - - ~. : \9' ",' ':i VIIOERCONSTRVCTlOII_/ '+11" A~ ASPNALT il: ! ~ It",OAK-- v, II '1' '
...-'\ '0!l: <j ~Vj ~ ~,:--" OAK - :1.1 DRlvljl:'" ill 1I'b~ n ~8.33'/M') ,<n"?'b\\
,_:J ;Jit "",,,,, <j ,,~ ",,, ~ ~ ~, t- I II:~'!!') ~, ~ ':l 4 I' I .,.. \
':Jv I.l ~. y.J C) '" ":J, ~ ~ I I \~. "" . '" ~ 9" OAK
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: ' ':l ry: 1.1 '- I ~5 --r- ~ '" ~ O'b ~~ -:==:""----..~........~.. :\ ' "'-L v.'. " ''R \
~ : ':l~ n ~ I I': 'J ' .;, . Vj'\ . TYP CONC CVRB LlJ ~ I" " \
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, "G "'~. '0"'" I ~ : n ASPHAL T PARKING flRATEIM.ET 0.:::: -=" :-:::
: ,:>'0' ") . \ 60 : ::s. : " TO!' ELEV - 56.97~' ~ Q::: '-.:. \
'nv \",'0' I ." , INV ELEV . 49.9" -:;::::::.==~ :.J .:.' I '-.:. \
'y . '," , I !<l I ..'ANIT'AIIY t:LEAIIDUT _ _ I
J- STORM WA TER MAIIHOLE ~J:>' "",OAK- -(:) ~I : ...: ~ TOf' fLEVo 67.11 .~ _--------- ~,., Q) No. t'C) \
I rop HEV - 55.61 \. 'bl I I '0,' -- ~.' <:::::l 'l IT) I
: INV HEV. 50.JI .;;- '}'1r I -'>~ 'J<o:' : I ..J;i~ _' fl."' C,.p ---- (;"'- ~"I BOrTLEBRVSHO (\j (,() l
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: ~ :: : 59,2 f'.12' -.., i----~9~69~ : : ~ ~~
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: ~ Q,1 n i l' 1,1 n I ~ :: ...'\ "} o~ CO' \.; Vj' I ' A",O Ii,') ;' ~ /1
I::':: ll':l,.1 osr1 ~: .'l1i :' MASONRY <\i --:lj L__'J : ~. " / ~ , v,'b
i~O ~ iP.1! ~: 'O)?!i iQv'!! ii, FFELEV >-.:<7: r-J ~tx. Vj l~~l--Vi~"" /Vj'0'
, : M: I: " II ,III Illgj 59.92 : : GliATEINLET n.. ~~~= ==d.V" Ltfs'. J4/
l!l: II: I I 1 : I : : : ;:: : ~l TO!' ELEV - 5HJ":J C?i),' . ,'. /
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! I '" A I ' 0 I 'I 0 Q,' : "I " ~ D ~ ~._ I I
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DRAWN BY:
M.R.F.
CHECKED BY:
J.A.P.
SCALE: DATE:
111=30. 8-94
P ARTY CHIEF:
C.S.
FIELD BOOK: 48SX
PAGE: 48SX
CAD FILE:
94044P
JOB NUMBER:
94044.00
SHEET
29
29
15
16
RG.
RG.