FLD2003-03016 (2)
FLD2003-03016
2770 REGENCY OAKS ,BLVD
REGENCY OAKS
PLANNER OF RECORD: WW
ATLAS # 255A
ZONING: I
LAND USE: INS
RECEIVED: 03/19/2003
INCOMPLETE:
COMPLETE:
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PHOTOS:
STAFF REPORT:
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CITY OF CLEARWATER
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI.E AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
loNG RANGE PIANNING
DEVELOPMENT REVIEW
June 3, 2003
Mr. E. D. Armstrong ill Esquire
Johnson, Pope, Bokor, Ruppel & Bums, P.A.
P.O. Box 1368
Clearwater, FL 33757-1368
RE: Development Order - Case FLD2003-03016 - 2701,2720,2751 and 2770 Regency Oaks
Boulevard
Dear Mr. Armstrong:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On May 20, 2003, the Community Development Board reviewed your
Flexible Development request to permit on Tract A: an existing, 530-bed assisted living facility
(ALF), with an increase in height from 50 feet to 65.9 feet for two existing, five-story buildings,
reductions of the side (west and south) setbacks from 20 feet to zero feet (to pavement) and a
reduction of the required parking spaces from 588 spaces to 494 spaces, and to permit on Tract
B: an existing 120-bed nursing home, with a reduction of the front (east) setback from 25 feet to
zero feet (to pavement) and reductions of the side (north) setback from 10 feet to zero feet (to
pavement), as part of a Comprehensive Infill Redevelopment Project, under the provisions of
Section 2-1204.A. The Community Development Board (CDB) APPROVED the application
with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-1204.A.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area.
Conditions of Approval:
1. That approval of this request be subject to the approval of the companion Case LUZ2003-
03002;
2. That the three parcel identification numbers for Tract A be recombined by the Pinellas
County Property Appraiser under one parcel number with one owner or a Unity of Title
document be recorded in the public records tying the three parcel identification numbers
together as one parcel for Tract A by December 31, 2003;
BRIAN] AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSiONER
FRANK HIBBARD, COMMISSIONER * Bll.L]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT A."JD AFFIRMATIVE ACTION EMPW':'ER"
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June 3, 2003
Armstrong - Page Two
3. That any future division of either Tract A or Tract B be subdivided in accordance with City
subdivision regulations;
4. That the applicant submit site and building plans for staff review by December 31,2003, for
the purpose of obtaining building permits to relocate the maintenance building and shed
existing in the northwest comer of Tract A outside of the 15-foot wide utility easement and to
meet the required side setback of 10 feet. The site plan shall include a continuous hedge or
vines to be planted along the west property line adjacent to the office building for screening
and buffering purposes. The continuous hedge or vines shall be planted in an amount and
location acceptable to staff and allowed to grow to a six-foot height (within a three year time
period); and
5. That any future freestanding signage be designed as a monument sign at a maximum height
of six feet above grade and consistent with the materials and color as the principal building or
the brick frontage wall.
Pursuant to Section 4-407, an application for a building permit shall be made by the date above
within Condition #4. All required certificates of occupancy shall be obtained within one year of
the date of issuance of the building permit. Time frames do not change with successive owners.
The Community Development Board may grant an extension of time for a period not to exceed
one year and only within the original period of validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy ofthis letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on June 17,2003 (14 days from the date of this Development Order).
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558. You can access zoning information for parcels within the City through our website:
www.clearwater-fl.com.
~~
Cynthia Tarapani, AICP
Planning Director
IIMS5clPDSIPlanmng DepartmentlC D BIFLEXiPendmg cases I Up for the next CDBIRegency Oaks 2770 Regency OakslRegency Oaks 2770
Development Order doc
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15' CITY OF CLEARWATER
SEWER EASEMENT (OR
BOOK 6743. PAGE 1771)
PROPERTY DESCRIPTIONS
SCALE
1 "=60'
....----
DFSCRIPTIO~: TRACT A
o
60
120
~
B<ling a portion ofth~ .\ortheast 11 ofth~ .\orthw~st j 101' Section 5, Township 29 South, Rang<l 16 East
Pinellas County. Florida and being more particularly desnibed a:-; follows:
6' HIGH BRICK WALL (TYP,)
P I
! ~
-- ~ THERE IS A 4' CONC. s/w
0.1' OFF PROPERTY
"E"
ELEC. BOX
(TYP.)
. ~E/P
/
LINE TABLE
C01\l\lF!\CE at the Southeast corner ol"the ~ortheast . 4 orth~ :\orth\\est 14 orsaid S('ction 5: th('nce
N.X90:VF2WW.. along the South line ofth~ :\orthea:'it 14 ofthe :-.Jorth\\e~114 ohaid Section 5. t()r 1J.00
kd to the POI:.J'T OF REGIN:.J'ING: thelH;': continue '\'.89039'20"\\,.. along said South line and along the
Northerly houndary lines or ROHI:\\\'OOD SllRDI\'ISIO~. RORINWOOD SllRDIVISIO!\ FIRST
ADDITION and TIll:: ELkS, as rel~orded in Plat Book. 52. pag,,' 99, Plat Book. 6L pag~ 3l-: and Plat Book.
95, page 90, respectively, of the Puhlic Records of Pinellas County. \'!orida. f()r I J 11.05 kct to the
North\\est corner of aforesaid plat of THE ELhS; thelH:e :\.00048'56'"E.. along the West line ofthc
Northeast 1'1 of the :--Jol1hwest 11 of said Section 5. for 1336.20 feet to the Southwest comer of the plat of
LUo:.E CIL-\lITAlIQL'A ESTATES, as reeonkd in Plat Book 90. pag'" 22 of the Public R.:cords of
Pinellas County. Florida: thcnce S.l-:9042'36"L.. along the N0I1h line of the Northcast 14 of the Northwest
14 of said Section 5 (heing the hasis l)fhearings of this description). same also being the South bl)undarv
line of aforesaid LUo:.E CIL\lT_--\U)L-\ LST,--\TLS. tor 630.00 feet to the point of intersection with the
W",skrl! right-of.\\a! line of 2:--';0 STREET E.--\ST: thence S'()O"02'32"\\'., along said \\'('sterly right-of..
way lille. for 30.00 fed: thence S.l-:9042"36"L" along a line 30.00 t~ct South of and paralkl to the .\"orth
line oflhe Norlhcas114 ufthe Nortll\\cs114 of said Section 5. for 670.63 fcd: thence S.00022'34''W..
along a line .n.oo fed West of and parallel to the Fast lille of the l\0l1heast 1.1 of the Northwest Ii of said
S<lction 5. tor 130i.39 feet to the POI1\'T OF BEGI~~ING and l~l1taining 39.61 acres. more or less.
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SEE SHEET 4
99.9'
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1. N3T22'44"E 392.31'
2. NOT57'17"E 29.55'
3. S4T51'57"E 57.73'
4. S34.36'08"E 119.85'
5. S44.35'25"E 1 07.76'
6. S3T40'06"E 80.61'
7. S44.16'55"E 158.55'
8. S28.42' 43"E 45.96'
9. S14.10'34"E 82.48'
1 O. S63.33'50"W 19.88'
11. N29.31' 38"W 78.31'
12. S4 T45' 44"W 328,30'
J .FSS A:\D I-.:\:CEPT:
f-
ONE STORY
MASONRY BUILDINGS
~ 15' SEWER ESMT. #1
OR 8824. Pg. 1518
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133.3'
---u-~
~,I I~ GAS SIGN
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SAN. SEWER MH
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C'O!\l\IEI\C'E at the Southeast comer of the :--Jortheast 14 of the :\'oI1hwe~1 14 of said Section 5: thence
Nl-:9"39'20"\\,. along th~' ~outh lin", of the .\"orth",ast 14 ofth.: Nortlmest 14 l)fsaid S.:ction 5. al-.;o b.:ing
the northerly boundary lines of ROBNWOOD SUBDIVISION, ROBINWOOD Sl TRDIVISION FIRST
ADDITION and TilE FLhS, as recorded in Plat Book 52. page 99. Plat Uook 61. page 3l-: and Plat Uook
95, page 90, respectively. ol'the Puhlic Records ol'Pinellas COLlnty. Florida, ror IOI5.RO l'eel to the POINT
OF RF.(JINNlN(J: thence continue along ~aid line NR9"39'20"\\,. fl.)r 32R.25 f~ct to the l\0l1hwest corner
of aforesaid plat ofTI II.: FI .KS: thence :\OO"4X'56"F. along the \\'.:st line of the !\ortheast 14 of the
Nortlmest 14 of said Sedion 5. lor 337JJ3 kd: thence N37"22'44"E. for 392.31 kct: thence
N07"57' I T'E, for 29.55 feet: thence S42"S l' 57"F. for 5 7. 73 feet: thence S34"1(;'OX"J< for 119. XS feel:
thenc~ S44"J5'25"F, for 107.7() l'eeL: thence S33"40'O()"E. I'l.)r X(l.(,] l'ed: thence S44"W55"I'.. l'l.)r 15X.55
k.:t: th.:nce S2X"42'4J"E, t()r 45.% ket: thence SI4"10'14"E. t()r X2.4R k.:t: th.:nce S61".B'SO"\V. t()r
19.5S kd: th.:nce :\29"31 '3X"W_ t'l.)r 7K3I f0d: thenc\..' S47"45'44"W. for 32K30 t~et to th~ POINT OF
I3EGI:.J'~IT\U, and containing 5.84 acrcs. more or kss. (254.507 syuare l~eL more or less).
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TO'1'.\L :--JI':T .\RE,\ EQl1.\LS 13.77 .\CRES, t\lORL OR r.LSS (1.471.097 SQl',\RE FEET. \lORE OR
LESS)
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5' CONC
SIDE WALK (TYP)-
DESCRIPTIO.\": TRACT I3
l1eing a portion of the ?\.'ortheast 1-t of the :\'orthwest 14 of Section 5, Town~hip 29
South. Rangt:: If, Fast. City oCCIt::an..alt::L Pint::l1as County. Florida and ht::ing Curtht::r
described as follows:
15' SEWER ESMT. #2
O.R. 8824, Pg. 1518
7.5'
\~\ P
.6' \:<~
~
. _____ E. BOUNDARY OF THE NE 1/4
~ OF THE NW 1/4 OF SEC. 5,
TWP. 29 S, RGE. 16 E
CO\ll\fENCE at tht:: Southt::ast ~ornn o1'tht:: Kortht::ast 1 '4 o1'tht:: .\"'orth\\'t::8t 14 of said
Section 5: thence Ng()"3()'20"W. along the South line of the .\"ortheast 1 40fthe
Northwest LA of said Section 5, also being the northerly boundary lines of
ROI3IN\\.OOD SCI3DIYISIO'\L ROI3INWOOD SlTI3DIVISION FIRST .\DDITIO.\" and
THE ELhS, as recorded in Plat Book 52, page 99, Plat Book GL page 38 and Plat Book
95, pagi.: 90. ri.:spi.:l.l1ivdy. ofthl: Publi~ Rl:cords ofPindlas County, Florida, for 101S.g0
feet to the POIKT OF BEGIN:\T\G: thi.:ncc continu~ along said lini.: '\[89"39'20"\\1. for
32g.2S ft:t::l to tht: '\[orth\\ t:st corner of afon;said plat of THE ELhS: tht:nct: ,\;OO"4g'56"L
along tht: West line oCthe Northt:ast I -t oCthe ;\'orth\\est I A oCsaid Section S. 1'01'
:n7.0~ feet: thence N~7"22'44"F., for :i92.:i 1 feet: thl:nec \J07"57'17"L for 29.55 fect:
thence S42"51'57"F., for 57.7:. feet: thence S~4"~6'08"F. for 119.85 feet: thence
SHo35'25"E. for 107.76 l't::eL th.:nce S33040'06"E. for 80.61 ft:d: tht:nl,:l;; S4-toI6'5S"E, for
lSg.5S feet: thence S2~o42'43"E. for 45.'>6 feet: thence Sl-tOlO'34"E. for 82A~ feet:
thence S63"33'50"\\'. for 19.88 feet: thence .\"29"31'38"\\, for n.31 feet: thence
S4r45'4-t"W, for .12lL30 feet to the POINT or nF.CJIN:.J'INCi. and containing 5.84 acres,
more or less. (254.507 square feel. more or less).
U/G STORM
LINE (TYP,)
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TRACT
B
/G SAN. L1N
(Typ)
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THERE IS A 4' CONC. S/W
0,2' ON PROPERTY
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U/G WL
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~ RETENTION
PONO~
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UNDERGROUND UTILITY
U/G = UNDERGROUND
U/G
U/G
U/G
U/G
U/G
U/G
LEGEND
~
~
03J~ ,~
T
T UNDERGROUND TELEPHONE LINE
P - UNDERGROUND POWER LINE
TV - UNDERGROUND TELEVISION LINE
WL - UNDERGROUND WATER/FIRE LINE
GL UNDERGROUND GAS LINE
S = UNDERGROUND SEWER LINE
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335.7'
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TOP OF
BANK (1YP.)\
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THERE IS A 4' CONC. s/w
0.3' OFF PROPERTY
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POINT OF COMMENCEMENT
THE SE CORNER OF THE NE
1/4 OF THE NW 1/4 OF SEC.5
(RR SPIKE-FOUND)
N89.39'20"W
33.00'
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Lt"
LAND SURVEYOR CERTIFICATION
0.-
f 6' WOOD FENCE
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N89.39'20"W(D) 1311.05'(0)
N89.39'31 ''W(M) 1310.89'(M)
F /C, 5.9' S/
WWpp
--
~ -=~PP - T -r-
-.I ,U/G T
4 OHW \ 4 OHW F /C, 0.5' s.
~ END FENCE
0.2' CLEAR
wpp's, OHW'S, CLF'S
ARE ALL SOUTH OF LINE
UNLESS NOTED OTHERWISE
W~ 7'7'
I 4 OHW
~ F/C, 1.0'
4' CHAIN
LINK FENCE
N/: I 0__
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~ ~WPP
-
I hereby certify that this survey was made under my responsible charge
and meets the Minimum Technical Standards as set forth by the Florida
Board of Professional Land Surveyors in Chapter 61 G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Statutes.
This survey drawing is not valid without the signature and original raised
seal of a Florida Licensed surveyor and mapper.
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THE ELKS
PB 95, PG 90
-SOUTH LINE OF THE NE 1/4
OF THE NW 1/4 OF SEC, 5-29-16
ROBINWOOD SUBDIVISION FIRST ADDITlm~
PB 61, PG 38
POB - TRACT A
FCM 4"x4" (NO 1.0.)
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Ja L> Boyd Date Signed
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Pr fes~onal Surveyor & Mapper #3000
St~~"of Florida
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10' WATER ESMT.
(OR 9369, PG 774)-
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ROBINWOOD SUBDIVISION
PB 52, PC 99
DESIGN BY:
N/A
JLB
Engineering, Surveying and Planning
1480 Bel trees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
TRACTS
A
&
REGENCY
BOUNDARY
OAKS
& TOPOGRAPHIC
SURVEYS
CLEARWATER
LAND
COMPANY
JOB NO: #1031
DATE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
SHT --.L OF l
DRAWN BY:
JVE
ZARRA BOYD,
INC.
FOR:
REVIEW BY:
B
QC BY:
JLB
EB 6002
LB 6472
NO.
DATE
REVISIONS
BY
DESIGN BY:
ORA WN BY:
REVIEW BY:
QC BY:
I
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VlZ
~N
10'x20' CITY OF CLEARWATER UTILITY I /' ~ S89. 42'58"E ~M~ I ) i:5 SSOOOO:0172:3152::WW (MD). NORTH LINE OF NE 1/4 OF THE
EASEMENT (OR BOOK 4946. PAGE 839) /W F 3.6 CLEAR I' ( )
I CHAIN LINK S89"42'36'E 0 FCM 4"x4" 30.00' (D) 29.89' (M) NW 1/4 OF SECTION 5.
" " ,/FENCE ON LINE 630.00' (D) ~'r629. 2' (M) (LS#3400)~1 (BEARING BASIS) ~
FCM 4 x4 ~ (W'/F 3.2' CLEAR ~ 5' CONC. S/W IS 1.1'
(No I.D.) 0J 'n WPP (TYP) OFF PROPERTY LINE
_ _ _ II II II II ~ 6' WOOD FnNCE ON-LINE II----.- II II II ",' II 2ND STREET ) EAST '\.
CHAIN LINK FENCE n~ ; II " I """ II "\~"'- V - - - - - '-
0.2' ON PROPERTY ;r=j lI- I I 10' POWER ESMT. ~ U/G CL~ /A SPHA T T~
WOOD RAMP----------~ ~ ~ ~l T I I O.R 9369, PC. 774-~/G P~ _ - ~ - ~';"'.'..L /,./"r-.. J ~ OHW' ef OHW ~ ---0 OHW fi5
6' / ~ / rl ___ 6'WOOD :Q: \ '\ & O.R. 7781, PG. 1746 _ - - p-I---"'_ - - ~ , '1 r.ONf. srw \
W;~ I TRAILER ----- FENCE ~ ~~ - - ~- - -FIR 1/2"- - i I I I I \
SHED & W/F ~ \ /' - - p - - - ...... I \
1.4' CLEAR 1; I 0 '\ "VU/G WL ~ - - - .-.-:: - - - ,.cG (LBH3913)~' I'IG~IY~-" cIs 6' WOOD\
SHEp & W/F : 15', I. S<<0'<' 10' WATER EASEMENT /' \ ~ /'/ ~ p '\... 7-1- - - - - - _..J I I I .,..~.' FENCE "-OVERHEAD
1.7 CLEAR 7--f ~\>- O.R. 9369 PG. 774 \ 1:) /' /' ----------- '-- E,/P I-------.--. /t;. -I I I L '.' POWER LINE
8'xl0' METAL SHE'l I ,. ---- & O.R. 778'1;' PG.~1746 II/'/ RETAINING ~~~~)______ I ~ I '-- - .ICVB ENCLOSED PUMP (TYP)
I HOSE / / WALL i--:--. "'" I <11 I f - Q!.! AND METER
15' CITY OF CLEARWATER SANITARY BIBB CONC. I ~ / ~ -10' WATER --.. , - - - - " , "
I OUTLET I-." Q: / I yl v U/G P _ ~ ~~. 17~~'I/U/G GL8 J ~ 1& Ob~R.8~~~'1,P8G 1Tj46 _ - - - _ 670.63 (D) 670.68(M)
~.'T 1 ~ Q: GI 11/ N ~I '1--
I 8'WOOD __________ . "1~'1 ~ ~ /~W~ ("";"\ --=- " u/G P I <11 C\} - t' -... - 15' CITY OF CLEARWATER SEWER
I FENCE ~ / n /~t RETAINING ~ JlL , f- DCVA/ ~ '-I '2' p / ~......... EASEMENT (OR BOOK 6743, PAGE 1771)
D L ~ ~/~'I( WALL I'~ ON C S l' CONC. W I i' '-..V f" ................
I 5"'2' , ~. ~ --J / ~t! I I \ " --, r;~' :' , RETAININGy I " J ,,'~ _____________ ": '~ 6" U/G WATERLINE If'
6' CHAINLlNK FENCE--------- _ I ~8~g _---T--W~~--71,,,-~~~\\ }4~_-Jmi--+- ++t-W-;--\\-~-{~ I } -h+-~I- ~ALL I.--q <I1r ~*-t-~I--i-+-++M-NJ~--r=r=r=t=t--J:;x~\----~-------~--------------------~-
-l-~--~ -~_s_ 1 ~~-c-~ s 7/7/~~f~~---- ~~~s~~~~-~-1 \~ I W '~-t-~-1c;W-L~R~~I-I~ W --L_L~W LI. 'lj w---~-~~U;G-W~-w---~--~--~--~=-~~--~--~ W
I CONC SLAB~-f lJl~' ~ ////f;1 /~/~' 1:1 --~PHASE IA;rO.R.7781o-PG~s s--=-=-- -----~.J I ~_/__===_=____ J'/ ,\, PHASE I ACCESS EASEMENT
I WITH TRASH J ~ ---.. ':/;{-/ M II ~ / "\71 LJ. ~3' ('~ _ ~J{~r=-&r, - T 7 - ~ - -=s==-- - - - - ~ " - -=- - - - - - -.7T- ~~::i O.R 7781, PG 1746 WATER
I COMPACTOR ~ t - rf( ~ FHAtI~ VI ~i Dr W I I I j AI ~i> Q: I I ~ r _ _- --t)Of'll7J/f/tt YlX]- - -- f- c-- - - - - -t-:- f=- ~~ ~ ~ ~ Di~ - ~I I ~~~.E~~~~.
I :=; ,/; I) I- )11 riM !l ~ I I r /' ./// E'::~: ~'_.......71~"'7'\ 1:) ~ <11 I Pg. 1746
10 <( I -' )." I~ I I 0 " / ~ ~-""'~IJ ~/ / -1 ~ I
I r ~ I I <( I / 5 CONC. S/W K II S ( :~.:.;~:~ 5' CONC. S/W~ 'v \ ,
I Q , r I I----rt-- f- - - \: ~ /' SI ESE
'--- ~ I 8J S 5" CONC 10' W TER EASEMENT ~ D CONN ]ON I
I SPACES (TYP.) ')~ ! I 1/ IvI~ _ _ _ _ _ _ _ _ _ ~/G WL _ -1 I JU PLANTER, , I <11\1 (0.R.8824, PG 1518)
74. 6, ~ I J{ I"'\... .....r--L...-.. 3' I L COVE RED L 1 5' SEWER ESMT. ....... / 4::- I
I ~ :;xIII Ill;! I ""'-"A2" DRIVE-THRU O.R. 7781, PG. 1746 "A1"~ <ff<,)"\~'O \ \ I ~
CHAIN LINK FENCE GATE- --- I _ I ,f/ I 0 \~
I \ FIVE STORY SEE SHEET 4 <v"'G " \ "\ <11
I !'A"
I 274.5 l1 W :: BUILDING No.1, ~\,,\'O /G UTILITY VAULT\ I-----U/G SEWER
I Q: 11![ -/1 I I 'I TRANSFORMER ,<:)<<- --\ LINE (Typ)
_ X X I ~ -.... a I // / I Vl I, PHASE I SEWER EASEMENT ON C~S~ END POWER ESMT. C) L ;1' \
F/co.1'W.~ I _ 9.!.ur--Ld. 1.....,~1 I ~-F- O.R.7781,PG.1746 ~ :.--CONO~R'S;:81,PG.1746 ~ L-........... \,~ \
I 1-- ~ / 1//1 L::S_ - 1. - _ ~ - - - - - - - - - - - - /J GRATE INLET (TYP.)\ l' I r - PHAf}stM~~~ESS
I / I )/j(l ICVB U/G P \ G~~ER[';~R / If ~I 0 \ I <11 \ (O.R. 7781, PG. 1746)
4' C/IC ::-> "\....... ~GI U/G STORM
L ,- ~\ LINE (Typ)
I .Ii; All j 01RO' 9P306w9ERpGESM7T7'4~ EL- - - - ----::::=-1' ---W// ik I [J ~----~~~~~NG " ~I ~\ rU/G
I 11//2' CONC,. .. " ~__J.-~ 1'----::::---) .. I I ~ I TRANSFORMER
/; CURB 'I'. I & O.R. 7781, PG. 1.2.46-..----\_ - / / I,) l}, \ r ON CiS
I l\ I h' - -I' ----- - -' '/ If" I I '\ 0i. ..,
I /t :24' if/Y/ /J!q llillliiIl 'I \ II I L ~ / / /; I A~~tD(~p.) J 71.1' "D2" "D1" " <11 I '\ ocr-<l \ ..{ SEE SHEET 4
I 1/ //x. L _ -= f I I II I \ '0 \0 FOR BUILDING DETAIL "E"
JI r+- ONE STORY
\ I [ MASONRY BUILDINGS ~ 15' SEWER ESMT #1
I ~ ~ '\ICva,~ ",--, . ~ / 11< ~ CONC. S/W 0.8 882<, Pg "" S, ~ 7 \ r SEWE~U~~R~~~ET
, I r:-"- ASPHALT (TYP.) GI \ CO(~ P~G. /; I ~ f r I 7.5 ~/ \ \~ ~y (T,") N
I : I yO U/G TV 'I i : ~ ~ _ ~~ER"CE(TYP) /i~ / \ ' "D" \
~ I V GV PHAS;-I -:::CCES~ -~ bO~W~j~~, Et6E~)~T -~' =\\ \ e-- I ~ ) [ ~ -L-I '" / \. dr,\n \ \
,~ · I EASEMENT & O.R. 7781, PG. 17<6 \ \\\ I -== : ] 1 SEE SHEET 4 l / S' I I -11.. \ (> "E1"
SAN. SEWER MH (TYP) II CONC. FLUME O.R.7781,PG 1746 ~ II R I~ I I CD ~ r .1---590' FOR BUILDING DETAIL "0" / / " '" I \ 0 (> I io.
/ I ..-:l. 7 ---L ~ ..--CONC. s/w c, /"'0-. , s~ '\ J \
~ '0 II- 'I Q: .-' ~ - ~ ~ / , "--. I I ~. \ 7'
I L~ GI :J ,/:.-::::."--../ /,y- ~/ u '- s'..J GRATE 1t\j'ET (TYP.) Q CONCWALK
~ -I-~~r ......: ~ '- / / 'I I 4-ICVB t:.. ~ \
WETLAND AREA <11 I '\ :Q: 2' CONC 5 I I "--. ~L _ _ _ =""""':::/,;..0 ~~ I CIC ~ // ~/ "--. S I 88~ I ~ 12'x17' "...-SIGN ~ U/G WL
MES (TYP.)/ ~,CURB rP1,"'1 I I ~};:'<:w ~ ~ :l r-\ I~ //'0 . G 88 A) I \ (TYP.), Q: ~ Q: /
~, ~ _'\. 8 /' - ~ - - --/- \ >-- J '- s J ~ ~..--/ 15 SEWER ESMT. #3 t- f.-J RlI \
3 ~ ~ c-/ / O.R. 7781, PG. 1746 SEWER SERVICE / 0 \1'(1".) ~ ~ t- '~
I / ~ ~ ~ I END 0 R 7781 c/C ====/ c. \.!-U~ SIGN 265.0'
/ / - -:;...- 1 PG. '1746 'c "'-..... \ '/:
~ ' 0 C / U/G N U/G WATER SUPPLY SYSTE GV>' '1.2. "C1" 2 I VB <( 01 .l.-:=
1 C N / SEE LEGEND FOR'IL (") 0 - Q Q:
10' POWER \\\ WALL SIOR'< I'IG \ (f) 0J I
I I EASEMENT P 0 N D TRACT A \ \.2. f\\l't- e\j\\....D\ . ) ~eX)
(O.R.9369,PG.774) \ ~ (") \lAf>..SONR'< ..... Q eX) I
//;TELEP10NE BOX 33.77 Acres~:I:l I ' ...... c.!..c ) GRl"-St. wr>-? ;:GR' s~, i?~c / ~/ (~ /
o \ 10' WATER EASEMENT '*1 f>..SS~ s/'tJ JGN / I '7 II
\ \ (O.R. 9369. PG 774) 0 STAIRS /' G\, Co\,\C.
NO. OF PARKI G ~ ICva 3 .......;=--. y'y I r /1 6 . ~I
(
\ \ \ RETENTION POND !' \ yp 0 ~=- 6 C/I 'N I
q~)()0 \ \ Tv----iTYPICAL) / * 0 ,~~ 0 ~ ~ , cO\'\C' 51 CD I
. o?! \ \ \ \ . TV_TV TV / 0 ___1~~ \f e r>-S?'rif>..LI 5 . ISIGN;!: I /MLP (TYP)
&,(3l';/,,, \ \ I \ 0 S ~T'i---'- "'0. '2. t 1 STORM MH l'r.i ~ /' ..........STOP SIGN
". SN&D ". /: ~ CAN BOX '''' ~.......
,<) ~ au r\ (TYP.) !;j~ I ~
9. \ ~R'{ \ - 0. <C
7s \ \ 5-ICYB A- " \' ;,' 51 . 4 ~ HA ~ I -~-
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or--
\ H"" f I'N ~ BRICK \ ct,.; (
'\ \ \ SIAMESE C3 , cO\'\C' S GR"-SS 1 . ,,-\,\01" '-'-:
A) fONNEC 5 \ ~ ( ~ a::,{OV. PKG 8 NO. OF \ 0
SN& ~ '\~\, 'll ~'\, Co\'\C' 5 'N ~ s~S(1yp\ GRAS Q) (TYP.) ~~~~~~ \:t
~ '( "" ,r / GR"'SS n Vh ~ (~t ( \ 5's7~NC. (TYP.) t
'Cr. '\ " -....::, b-Vh':'-k- / I
'" 1. \ ".....o~ 13 .~ U\" x: ~:v 4 J -
'(-.->- 4 I-Ir>-L 1 TRANSFORMER ' ~~ U/G T ~ gs: 0.
,,-s? ON CIS '*' ',~\\ \ 1:)
.,,~ \ ~E/P U/G WL "'~RU/G WL~/ ~4\ U/G GL 4 ~ rc2cJ ~ END 2'~
~ N& __ \u,~ \-/\ d II ..>- ~, CONe. CURB
" 8" CONC. \9\ -cl~ G/I ....~" \~ s ~ 7 >: /8
L7 "RET. WALL 3 E P ~ ~ ~ (6 I ICva
Phase II"" GV ~,) A .~" 4 TRA(f~) SIGN _ "--GRASS",-
A/E ~' 8" CONC ~ 5 \ 5' CONC. S/W ~~\ '-r11117l l-' :.-- )
,/O.R. 8824 RET. WALL 1t;IV' PKG.
G I (Typ.) :g,
Q Q: ICYB /-: \
" ~ G/I U/G P /1 \
14 COV. P\:G. \ SEWER ...... ASPH L T (TYP.) 11
(TYP.\ SERVICE (TYP.) yo 0
\ ~~ 10 \ G/I.... '\ 4' CONC. ji\ Q 1:)
L8 U/G WL ~ 11 y U\ ~ V s/w \ ~RAS~ 3
~ ~ ~ "C2"
SN&D r Q: '} -'ll GV ~ ~ -:::::.:' ~ \' /~ ~ 6
w, 2 ~ .-\ U\_-r;zJ\ \P , ~/~1 '7
t1 '61 G/I ~ ~~__ ~~~~~___.' ' I
\ .. CON. --/'-----\ _'ll~,1}~ \'lil U/G WL r>-5P'ri"-LI
L9 ~ T. WALL lV~u/G SAN. ~ ,...' ~ ICVB)~
\ TYP.~ LINE (Typ. ----- (Typ)
"--.L ~:Q: S ~>-4 CONC. S/W I.
6"WELL' SN&D'->V; G/I .. U/G STORM · ~ 11 J1 3
CASINGSIR ~""'::'~)"2 4 Q: L1NErJj(TYP.) J 7J!Ie ~GRASS 4 3~~
1 cl . ~ - _ ~ -............ I'
~ p 5'X6'TRANSFORMER - - "'i.... 8 ~ 11S?,: 2 ./
N 4'x6.5'METAL TANK ..~ u, ....... /'
f") ON 6'x6' CS ~ ~ 0 -..;;::::
N 6'WFJ ; -.0 - ELEC. POST I ~ N - - - ----E/P
\ N . ~~ ~ -.-; ~ -=-= :1 N 931 :J~~PH. (NO I~:B;,
'\.., ELEC. POSTS (2)...1 p~ ;:::~ -=-v-::r-il DRIVE ~ ~
--- RE~6~T60~ 6'WF u/G~'T' 1 " \ -~~
10' WATER U/G T I u/G UTILITY SPEED LIMIT
rU/G T EASEMENT ~ I VAULT SIGN
U/G GL--........ (O.R. 9369. PG. 774) >- ~8" WATER LINE
............... ~------ - \
T' T G G G G '\ G
W W W W W w~ W
/' -- --' ~ 1'rTIC;-,{rl
/
CHAINLlNK FENCE GATE
15' CITY OF CLEARWATER
SEWER EASEMENT (OR
BOOK 6743. PAGE 1771)
o
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f-
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LO
....................
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OLD
mOCl
"<t-"<t-
00
00
ZZ
WEST LINE OF THE NE 1/4
OF THE NW 1/4 OF SEC.5____________
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TELEPHONE BOX 11 AT
ON C/~ 3' NW
.;~ ~* --
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.......... "<t-..........
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.......-:::.': -:::; I I")on
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2' CONC. 0 :;f - ---.1
?" ~ ~ CURB (TYP.) .-: ::::;: ~ ENTRY WALL/SIGNAGE
/ BRICK PAVING (Typ.) ]<C ~ ~ & FLAG POLES
~ ;:::. ---- ::>'---:-
J Q-f- ~ ~~
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LAKE CHAUTAUQUA ESTATES
PB 90, PG 22
S89.42'36"E O/A (BEARING BASIS)
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1333.70 (M) OA
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6' HIGH BRICK WALL (TYP,)
ELEC. BOX
(TYP,)
133.3'
99.9'
<11 I
I
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II I ~ ~~I" &&0
U/G WL
· : p~R:D~? 1~'\S'f
<111 ~~ SIR
I-----U/G SEWER
I LINE G
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249.7' \
NO. OF
PARKING
SPACES
(TYP.)
10'x17~1
(TYP. )
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CONTROL
STRUCTURE
Ll
ASPH. DRIVE
L5
ASPH. DRIVE
.;: "
.........
/- ___ __-'X1
~~TOP SIGN 2' CONC.
CURB (TYP.)
END 2' CONC. CURB
II
~ M.E.S. (TYP.)
\ ICVB(3)
\
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TRACT
'.',
B
5.84 Acres ::I:
NOT INCLl)DED
14.6'
SIR
....;....
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SN&D
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~ RETENTION
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5
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// O.R. 8824, Pg. 1518
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~~ STRUCTURE
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TOP OF
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4 OHW '
4 OHW F /C, 0.5 S.
\
~ END FENCE
0.2' CLEAR
wpp's OHW'S CLF'S
, ,
ARE ALL SOUTH OF LINE
UNLESS NOTED OTHERWISE
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SIR
N89.39'20"W(D) 131 1.05' (D)
N89"39'31 ''W(M) 1310.89'(M)
'---
W~ 7""
I 4 OHW
~ F/C, 1.0'
4' CHAIN
LINK FENCE
7: o~~
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F/c, 5.9' S/
,
,
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END OF FENCE. 16.0' N.
TELEPHONE CABLE
SIGN
,
:,: '..'
10' WATER ESMT.
(OR 9369, PG 774)-
N89"39'25"W(M) O/A
1343.96'(M) O/A
1344.05'(0) O/A
-SOUTH LINE OF THE NE 1/4
OF THE NW 1/4 OF SEC. 5-29-16
ROBINWOOD SUBDIVISION FIRST ADDITION
P B 61, PG 38
THE ELKS
PB 95, PG 90
ROBINWOOD SUBDIVISION
PB 52, PG 99
ZARRA BOYD,
FOR:
INC.
REGENCY
BOUNDARY &
OAKS
TOPOGRAPHIC
(
....-!
~
G-
FN&D
(LB 3913)
NE CORNER OF
1/4 SECTION 5
1/2"
3913)
,r--
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-~-
..:
~
3'
---
I IT----- THERE IS A 4' CONC. S/W
ON PROPERTY LINE
r:Ol
I
r- - WPP (TYP.)
~
8" WATER LINE
3'~ U/G GL
,-
SCALE:
1 "=60'
....----
o
60
3'
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--- ~ THERE IS A 4' CONC. s/w
0.1' OFF PROPERTY
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. ______E. BOUNDARY OF THE NE 1/4
~ OF THE NW 1/4 OF SEC. 5,
TWP. 29 S, RGE. 16 E
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THERE IS A 4' CONC. S/W
0.2' ON PROPERTY
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THERE IS A 4' CONC. S/W
0.3' OFF PROPERTY
"
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/'
POINT OF COMMENCEMENT
THE SE CORNER OF THE NE
1/4 OF THE NW 1/4 OF SEC.5
(RR SPIKE-FOUND)
N89.39'20"W
33.00'
-
./
POB - TRACT A
FCM 4"x4" (NO I.D,)
SURVEY
CLEARWATER
LAND
COMPANY
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
TRACT
A
EB 6002
LB 6472
120
/'
VICINITY MAP
McCormick Dr.
...
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Q)
L.
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en!
Union St.
IXt;---Site
g Location
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==-=
vi
::) Sunset Point
Road
/"
PROPERTY DESCRIPTION
"'"
DESCRfPTfO",': TRACT A
H~ing a portion ofth~ .\Jorth~ast I 1 ofth~ Northw~st 11 of S~,-,tion 5. Township 29 South. Rang~ 16 East,
Pinellas County. F10tida and b.::ing more pat1icularly described as follows:
COl\Il\IF"JCF. at the Southeast corner of the );'ortheast '4 orthe \.'orth\\.estl 4 of said Section 5: then.:e
N.89c39'20"\\'._ along th~ South line ofth~ \.'ortheast 11 of the Northw~st I ,1 of~aid Section 5, f()r .B.OO
l~d to the POINT OF BEGP'';NING: then.:e continue N.89039'2(Y'W.. along said South line and along the
NOl1herly boundary lines of RORI;\"\\'OOD S{ -RDI\-fSfO",". J(OHIJ\\\'OOD S{ ~R])f\'fSIO\.' FIRST
.\DDITIO'\J and TIlE ELI,'s. as recorded in Plat Book 52. pag~ 99. Plat Book 61. page 38 and Plat Book
<}:;. page YO, respedi\dy, of the Public Records ofPindlas County, Florida, Ie)!" 1311.051~d to the
N0l1hwest corner of atoresaid plat of TIlE ELkS: th.::n,-,e :'-J.00048'56''L.. along the West lin.:: ofth.::
Norlhca.<;t 14 of the North,\cst 14 of said Scction 5. llx 1336.20 fcd to thc South" est ~:orner of thc plat of
r ,AKE CHAl TA{ 'Ql':\ FST.\TES, as re.:orded in Plat Hook 90. pagc 22 oCthe Puhlic Records of
Pinellas County_ Florida: thence S.890..1T.16U]/', along the :\orth line of the r\orth.::ast : 4 of the Nortl1\\..:st
11 of said S~dion 5 (b~ing th~ basis ofb~arings of this d~scrirtion). sam~ also being th~ South boundary
lin~ of ator~said LAKE C HA.l IT.-\l iQl1A l-~STATES. for 630.00 f~d to the point of intersection with the
WesLerl:-- right-ol:',\ay lin..: 01"2'\"D STREET E,\ST: thence S.00"02'32"\\,.. along said \\"eslcrly right-ot:'
way linc. for 30.00 fect: thence S.89042'36'.E.. along a lin.:: 30.00 tcet South of and parallel to the :.\1011h
line of the ).ortheast 11 of the ~orth\\es1 11 of said Section 5. tor 670.63 tceL thenc.:: s.00on'34'.\V..
along a lin.:: 33.00 teet W cst of and paralld to th.:: Last line ofth..: Northeast 14 of the Northwest 14 of said
Section 5. for 1307.39 tcd to the POI\.'T Of BEGINNING and containing 39.61 acr",:,. more or less.
LESS c\J\D EXCEPT:
C01\H\IE~CE at the Southeast corner of the );ortheast 1 4 of the '\"orth\\est 14 of said Section 5: thence
N89~39'2()"W, along th~ South 1in~ of the '\Jortheast 1 4 ofth~ \.'orthw~s1 14 of said Section 5, also b~ing
the llol1herly boundary lin~s of ROI3INWOOD SlTBDlVISIOJ\. ROI3IN\VOOD Sl TIDlVISIO'\T fIRST
AUUlTIO.\J and THE ELkS. as re.:orded in Plat Hook 52. page 99. Plat Hook 61. page 38 and Plat Hook
9S. page 90. respcdively. of the Puhli,,' Rc,,~ords l)r Pindlas COllnty. Florida, f()r 101S.80 I~d to the POINT
OF HHrl).'NINei: thence continlle along said line :\89"39'20"\\" for 328.25 kd to th..: Northwest corner
ofatar..:said plat ofTlIL EU";'S: thence NOO"48'56"L, along the \\:.::st lin.:: of the ='~ortheast 14 of the
NorLlm,-,st 1'4 of said S~dion 5. lar 337.03 fc..:L thence \.'37"22'44"E. tar 392.31 f'..:d: thence
N07"57' 17"F, I(lr 29.55 1'..:c1: thcncc S42"51'S7"F, Illr 57.73 l'ed: thence S34"3()'OX"F_ I(lf 119.XS l'eeL
thenCe S44"35'25"E. f()r 107.76 k..:t: th..:n..:e S3Y40'06"E. f()r 80.61 k~L th..:ne~ S440I(;'55"E. f()r 15R.55
l~eL thence S28'142'43"L for 45.% f~~t: thence SI4"IO'34"E. for 82.48 feet: thenc~ SG3"3J'50"W, I<.lr
19.88 f~~t: th~nc~ N29c131'38"\\'. tor 78.31 feet: th.:nc~ S470..JS44"\V, tor 328.30 feet to th~ POI\.'T OF
13EUI~IN(j. and .:lmtaining 5.84 al...Tes. mor..: or ks:o>, (254.507 sljuar..: 1~..:L. mol''': or less).
nn.-\L :\1-:1' AR.L.-\ U)L\LS 33.77 ACRES. ~10RL OR LESS (1.471.0<)7 S()l'.'\RL FEl~T, ~10RE OR
LESS)
~
~
/
LINE TABLE
1. N3T22'44"E 392.31'
2. NOT57'17"E 29.55'
3. S42"51 '57"E 57.73'
4. S34.36'08"E 119.85'
5. S44.35'25"E 1 07.76'
6. S33"40'06"E 80.61'
7. S44.16'55"E 158.55'
8. S28.42'43"E 45.96'
9. S14.10'34"E 82.48'
1 0, S63"33'50"W 19.88'
11. N29.31'38"W 78.31'
12. S4 T45' 44"W 328.30'
UNDERGROUND UTILITY
U/G - UNDERGROUND
U/G
U/G
U/G
U/G
U/G
U/G
LEGEND
T
T = UNDERGROUND TELEPHONE LINE
P = UNDERGROUND POWER LINE
TV = UNDERGROUND TELEVISION LINE
WL = UNDERGROUND WATER/FIRE LINE
GL - UNDERGROUND GAS LINE
S - UNDERGROUND SEWER LINE
P
TV
W
G
s
..4
r
LAND SURVEYOR CERTIFICATION
I hereby certify that this survey was made under my responsible charge
and meets the Minimum Technical Standards as set forth by the Florida
Board of Professional Land Surveyors in Chapter 61 G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Statutes"
This survey drawing is not valid without the signature and original raised
seal of a Florida Licensed surveyor and mapper"
"
IH1 r J
\/ Pl
)> '~ /' '
Jack /[~ '-Soyd
Prof~ssional Surveyor &
Sta~~ of Florida
'---
0/ CX9J()7/ '., '
Date Signed
Mapper #3000
......
JOB NO: #1031
DATE: FIELD: 8/30/02
SCALE: 1" = 60'
FILE: DWG NAME
SH T 2 OF 7
NO.
BY
DATE
REVISIONS
15' CITY OF CLEARWATER SANITARY
SEWER EASEMENT (OR 5301, PG 321)
DESIGN BY:
N/A
DRAWN BY:
JVE
REVIEW BY:
JLB
QC BY:
JLB
"".
~. .
'"
TRACT A
33.77 Acres ::I:
NOT INCLUDED
NO. OF PARKING
SPACES (TYP.)
~.' ,', .
II
'-::
\
261.2'
n
o
I'-
n
n
.....,.
335.7'
N
,..,
N
N
WETLAN 0
AREA
I
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. .... ;.
c~~ '.
. '-'"
328.25'
~4"X4" CONCRETE
MONUMENT (FOUND)
(NO 1.0.)
. .~.
POB
TRACT B
ZARRA BOYD,
INC.
REGENCY
BOUNDARY &
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
TRACT
B
EB 6002
LB 6472
';,; "
,......
... ................ .....;,.~-...
OAKS
TOPOGRAPHIC
""~11....."';,.,,..,
~ .; ; ',/:
SURVEY
. ..........
. .~
: :'
'"
"'...
.: ::::....:...:~..~~..~..;.~~~., . .,......:.,..,. .W.W .~, ..". .,~,........... ,. ". ::""','" ~~....
"
...
,'-: :.::
....,..
FOR:
>::.'....... ........
.::-..~.....
'"
. ,:'"
\.," "
CLEARWATER
",,~;:..,,*Yi;::.~~
LAND
COMPANY
~---
o
SCALE: 1 "=60'
60
120
VICINITY MAP
Site
Location
... '
Q)
Q)
L..
...
en
1:J
c
N
1:J
o
o
a:::
Q)
::J
o
en
vi
::) Sunset Point
Road
PROPERTY DESCRIPTION
DESCRIPTIO~: TR.\CT D
Heing a porlion orthe :\orlheasl L4 orlh~ Nortll\\esl L4 orS~eLion 5. Township 29
South. Range 16 East. City ofCleamakr. Pin~llas COLlnty. Florida and being further
described as follows:
COi\li\IE::\CE at the Southeast corner of the '\'ortheast 14 of the I\ol1hwest 1 4 of said
Section 5: thence '\'89"39'20"\V. along the South line of the ~011heast I 4 of the
N orlh\\ cst 14 of said Sedion 5. also bcing lhe north..:rl~ bOllnJar~ lin..:s of
ROBI:\\\'OO]) Sl'B])I\'ISIO:\. ROBIN\\'OO]) Sl'B])IVISIO~ I.IRST "\I)])ITIO:\ and
TH E r: LhS. as recorded in PIal Hook 52. page 99. Plat Hook 61. page 38 and Plat Hook
95. page 90. respecti\'el~. of the Public Records ofPine\las County. Florida. for 1015.80
kel to the POI:\T OF HE(rINi\I:\(r: thence continue along said line !\JX9"V),20"W. for
328.25 fed lo the NortlmesL corner of aforesaid pIal of THE ELf.;.S: thcl1\':e ;-.J0004S'5G''E.
along the \Vest line of the ~ortheast 1'4 of the Northwest 14 of said Section 5. t~)r
337.03 fed: thence :\'.P022'44"E. for 392.31 feet: thence N07057'17"E. for 29.S5 feet:
thence S42051 ':'\7"E. t~)J" 57.73 fed: thence S340~6'OW'F. for 119.85 fed: thence
S44035'25"[, for 107.76 f~e1: thence S3YAO'06"E. for 80.61 f~et: thence S44016'55"[, for
1.58.55 fed: thence S28"42'4J"L for 45.96 feet: thenl.:c SI4"IU'34"E. for 82.48 feel:
thence S63"3T50"\\'. for 19.88 feet: thcnce :--J29"31'38"\\,. for 78.31 feet: thence
S4r45'44"W. lor 328.30 feet to lhe POINT OF BEGIKNI:\G. and I.:ontaining 5.84 aercs.
Illor..: or less. (254.507 .,;t/llar..: fed. lllor..: or less).
LINE TABLE
1. N3T22' 44"E 392.31'
2. NOT57'17"E 29.55'
3. S42"51 '57"E 57.73'
4. S34"36'08"E 119.85'
5. S44.35'25"E 1 07.76'
6. S33"40'06"E 80.61'
7. S44.16'55"E 158.55'
8. S28.42'43"E 45.96'
9. S14.1 0' 34"E 82.48'
1 O. S63"33'50"W 19.88'
11. N29.31'38"W 78.31'
12. S4T45'44"W 328.30'
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
T U/G T UNDERGROUND TELEPHONE LINE
P U/G P UNDERGROUND POWER LINE
TV U/G TV UNDERGROUND TELEVISION LINE
w U/G WL UNDERGROUND WATER/FIRE LINE
G U/G GL UNDERGROUND GAS LINE
S U/G S = UNDERGROUND SEWER LINE
LAND SURVEYOR CERTIFICATION
I hereby certify that this survey was made under my responsible charge
and meets the Minimum Technical Standards as set forth by the Florida
Board of Professional Land Surveyors in Chapter 61 G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Statutes."
This survey drawing is not valid without the signature and original raised
seal of a Florida Licensed surveyor and mapper.
k L. Boyd Do e Signed'
R 0 essional Surveyor & Mapper #3000.
t te of Florida
JOB NO: #1031
DATE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
\
\t
,
NO.
BY
SHT~OF l
DATE
REVISIONS
(
i
12.1
14.8
16.0
7.5
DESIGN BY:
N/A
JVE
DRAWN BY:
REVIEW BY:
JLB
QC BY:
JLB
22.6
11.0
52.0
FIVE STORY
MASONRY
BUILDING
14.8
18.8
14.7
14.8
18.7
14.7
..r
.0
..r
24.3
ClO
N
'"
'"
,...:
12.2
12.1
BUILDING
No.
DETAIL "A"
SCALE: 1"=50'
rr
~..r
ClO .
CD
47.9
15.2
6.4
~
~
ONE STORY
MASONRY
BUILDING
u
z
o
u "'!
8 ;0
'"
w
e>
u
"02"
32.1
u
DETAIL "E"
SCALE: 1"=30'
14.8
I
I
~ AREA~
o
<Xi
..r
3.5'x7.5'
CONC. SLAB
PLANTER
9.0
It)
.,;
38.0
'"
8.5 <Xi
ONE STORY
MASONRY
BUILDING
CONC. PATIO AREA
(NOT COVERED)
q
~
28.8
7.0
~
'"
24.0
11.5
14.0
17.8
12.2
'"
~
N
53.7'
"",
,.;
'"
~
:;;:
26.7'
;...,
iO
"C3"
'"
16.0'
;...,
.0
N
FIVE STORY
MASONRY
BUILDING
40.0'
iO
8.1'
1
PAD
0.4
CONC.
PATIO
0.7 MASONRY
SCREEN WALL
0.6
BUILDING
No.
DETAIL "c"
SCALE: 1"=50'
CONC. SjW
5.0x5.0
CONC. SLAB
74.0
CjC
"81"
61.8
o
.0
N
CjC
4.3
4.3
o
to
4.4
8.0x8.0
CONC. SLAB
o
.0
N
61.8
74.0
o
.0
N
cjc
8.0
..r
,.;
N
ONE STORY
MASONRY
BUILDING
co
N
"
46.7
"82"
"
8.7
14.6
CjC
4 CONC.
SIDEWAlK
8.7
CjC
5'x6' CjS
67.3'
cjc
.7'
8.0 '"
,.;
24.4'
1 'x1' WOOD COLUMNS (lYP)
4.0'
a
<Xi
N
o
N
<4-.0
3.2
ONE STORY
MASONRY
BUILDING
'"
d
It)
N cjc
..r
13.3
ONE STORY
MASONRY
BUILDING
ONE STORY
MASONRY
BUILDING
5.2
3.2
4.0
"
d
co
..r
,.;
N
o
N
~ 3.3
9.3
40.1
N
N
28.1
CjC
"
~
N
ClO
~
N
9.5
9.6
3.7'xl1.4' CjS
WITH DCVA
DETAIL "D"
SCALE: 1 "=30'
o
~
ZARRA
INC.
BOYD,
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
co
.0
17.3
':.t
d
N
4.7
N
CD
'"
d
..r
70.7'
12.7'
ONE STORY
MASONRY
BUILDING
N
.0
N
202.0'
D ET AI L "B "
SCALE: 1"=50'
REGENCY
BUILDING DETAILS
OAKS
& LEGENDS
EB 6002
LB 6472
13.""
".
d
..r
17.3'
2
18.1'
14.1'
FOR:
17.3'
B.7
POC
POB
!~j
(S)
SEC.
DB
OR
PB
CPB
Pg,(s)
MOL
+/-
Ac.
ESMT.
LB /EB
L.S.
<t
FD
FNBeD
FIR
FPP
FOP
PCP
FCM
N/F
I.D.
SNBeD
SRBeD
SIR
N/S
N/C
(Xxxx)
C6.15
E6.06
HWF
B'M'
A/C
Ret.
MES
Point of Commencement
Point of Beginning
Calculated Data
Data per Description
Measured Data
Platted Data
Set
Section
Deed Book
Official Record Book
== Plat Book
Condominium Plat Book
Page(s)
More or Less
Plus or Minus (more or less)
Acres
Easement
Corporate Certificate Number
Professional Land Surveyor
Cen tert in e
Found
Found Nail &: Disc
Found Iron Rod &: Cap
5/8- (LB 6472) unless noted
Found Pinched Pipe
Found Open Pipe Be Cap
Permanent Control Point
Found Concrete Monument
Corner Not Found
Identification
Set Nail Be Disc (LB 6472)
Set Rivet & Disc (LB 6472)
Set Iron Rod :;/8- Be
Cap (LB 6472)
Corner Not Set
No Cap
Corner Marking
Top of Curb Elevation
Edge of Pavement Elevation
Hog Wire Fence
Barb Wire Fence
Air Conditioning
Retaining
Mitered End Section
CLEARWATER
AVE,
A/E
BFP
BM
BLDG,
C.O.
C/C
C/S
CATV
CBS
CBW
ClF
CLP
CMP
Cone,
CPP
DCVA
DIM.
DIP
Dia.
E/P
EL.
ELEC
ERCP
F/C
FF
FGF
FHA
FM
FPC
GE
GV
GTE
G/I
GI
GWA
H/R
H/W
HCR
HYD
IE
ASPH.
LAND
1 ypt' of ~ lH\'ey B ou ndary ~urvey (, I G I T -(, ')I)~(:-:)( b :" ,'(; ll'I",graphc ~urv ey (, I U I 7 -(, IIC'2(:-: )(1)
f10nda Adm lllls:rat1\'e Codt'
P,earing~ ~11CoWI1 hereon arc ha~ed upon an a~sume.:l d:1tulll utillz1I1g the hea:-ing l1ft:le '0"1':1-: :Ine
c)fthe Northeast 1.4 of the :-!orthwest 1.4 of Section :' as heIng S89"42'3(,'L
_\11 \ hibk Ir.lpre'\'c'nh':lts (\\'Ith the cxc"ptI~m ~\f sprmkkr ;lcaus) (In or Immelhald~ adJa~'enl to
subJ,'ct pr~'Derty hay,' b,'en located and sh,'wn hereon.
Fnless utherwise nuklL ali hcarings and dlstances were Illeasured wi:r:m an acceptahk ac;;uracy
toleranct' with tht'ir dt'scl'lbed value. The boundary m t'asuremt'nts and the 1111 provem t'nt locatIOns
she,wn hereon wcre obtamcJ ulilizmg: a ,tandarJ flelJ trans\'crsc_ whicnmct or exceedcd lnc
rn mirn urn accuracy reqUlrernl.'nts associated with this type of sun'I.'Y
l'nuergrDund Improvements have not heen excavated and mappeJ The locatIon (II any
undt'rground im provem ents shoWn.liefel'i!\ are based Up,'11 maps. plans a:1d \'lslbk endt'nce
Thcre arc n,) \Islble encro<lchments_ c'ilber way acrDSS tnc propcTly '111es_ unless ~h('\'''l or den\lkJ
here\,n
,\ re\'lew of I'kwd Insuranet' Rate I\'Iap ;::2513~) (112(>:~ dated June 1. 1~)83 lIldIcates subject
property it,'s within 1-lood Zone C. which IS an area of miIllmal floodll1g and 15:-' OJ consIderc'd a
flood hazard art'a
1:1ere is a ten III)) foot wick City ofClt'arwatn WJter t'asement lymg flH (::-) ft'et or: each sldt' l'f
wa:er facI11l1Cs wIln111 suhJect property rLlrsuant to tne 111strUll1 enI recor,leJ 111 ()[llclal Records
R~hlk r~27 en page 417 "I' thc Puhlic Rec\lrJs of P1l1el1as ('ounty. FI()fjua
There is a City l,r Clcarv,ater mgress-egress e:1setl1ent ,'vcr sublect property fN refuse :1nd
garh<lgt' colle(O(wns <lnd ('lly nt' ('[t'<lrw<ltrr St'n'1Ct' and Ut1l1ty vech1clt-s pup;uant 10 I',t' 1I1s1rumcnl
recorued 111 Olliclal Re:cl'flls Rook 7227 on rage:...j 17 of the PuhllC RecorJs oC Pmellas ~-'()unly_
Florida
There is a ten (III) foot WIde 1:londa Power CorporatIon easetl1ent IYlllg five (:, 1 feet on each Side
of tnL' ce11lnlnc' clf then ranltlies wilhin sub_'eel p~or,'rty pursuant to the lI1slrull1 ,'nt recl'f,kd III
utflclal1:Zecl'rds Blh,k ;.;, 77 on page 142'-l of thc' Public 1:Zecods of PlIlc1las Ccunty. .Fbrda
T1e \-f,'mmandum of ;;'gre'~l11ent r<,corded m Clfficlal Records nook IOfi47 on page 7')0 imp,lcts
tht' overall pr')Jt'ct Sltt' lli~~ the 1.9:.' aeTt' pr,'pt'rty prt'vwusly kl:C'Wll as tht' "ButldlIlg 1:::n\'<.'lope"
as recorded m 0 IlicHtl Records Roo;: 77'f1. I ('n page 17." I, the: 6.34 acre property prev lOusly
known as "Phase II" as recorded in OffIcl~] Records 8"ok 'fI.R24 Oil page 1 :'2(, & the :-. orth'l') feet
of the W cst 631.1 feet llf saId overall proJect site
rhls survey map aIhi r,'pixt ar,' not valle '.nthout thl' SIgnature anci the ,)ng:nal r~llseJ se~d of a
Floflda hcens,'d SUf\'cyor and mapper ,\ddlttons or ~kktlOns to survey n:aps c,r reports b:,' other
th:1n the sIglllllg pz:rty "r part:es arc prohibIted Without the written COllsent of ,I:e signIng ~'any ,)1"
parties
Ims survcy lllap and rcTort wne prc'pared uItlizmg j Itk ('omm Ilmc'nt .11133233(',\ w:tn an
effe;;tne d2k of June 21_1_ 2Uu2 w~lch was Issued by Johnson. Blakely. l'l'pe. BO.-'::llf. KUppel,'(;
kurns f) A as agent for ('otl1l11onwealth l.:1nd I itle Insurancr ('c,mp~lny
Survey '\ (>te:; . Rel'('rt
4.
.:'
6
7
x
9
III
I'
12
I '
_i
NOTES
UNDERGROUND UTILITY LEGENu
T
P
TV
W
G
S
ABBREVlA TlONS:
Avenue
Access Easement
Backflow Preventer
Benchmark
Building
Clean out
Covered Concrete
Concrete Slob
Cable Television
Concrete Block Structure
Concrete Block Wall
Chain Link Fence
Concrete Light Pole
Corrugated Metal Pipe
Concrete
Concrete Power Pole
Double Check Valve Assembly
Dimension
Ductile Iron Pipe
Diameter
Edge ot Pavement
Elevation
Electric
Elliptical Reinforced Concrete Pipe
Fence Corner
Lowest Floor Elevation
Fiberglass Fence
Fire Hydrant Assembly
Force Main
Florida Power Corporation
Grote Elevation
Gate Valve
General Telephone
Grass Island
Grote Inlet
Guy Wire Anchor
Handrail
Headwall
Handicap Ramp
Hydrant
= Invert Elevation
Asphalt
COMPANY
U/G =
U/G
U/G
U/G
U/G
U/G
U/G
ICYB
L/A
LST
M/8
MH
MW
MLP
NTS
a/A
O/H
OHW
p/8
P/L
PVC
R.E.
R/W
Reel.
RWGV
RCP
8"RW
S/C
sjD
S/W
SAN.
ST.
TCSB
TOE
TOB
TYP.
U/G
V/C
VCP
W/F
W/W
'M..
Wl...P
wt.A
VtPP
WS
WV8
M/O
MPP
Cov. Pkg.
UNDERGROUND
T
P
TV
WL
GL UNDERGROUND GAS LINE
S = UNDERGROUND SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND POWER LINE
UNDERGROUND TELEVISION LINE
UNDERGROUND WATER/FIRE LINE
LEGEND
Irrigation Control Valve Box
Landscape Area
Landscape Timber
Metal Bollard
= Manhole
Monitor Well
Metal Light Pole
= Not to scale
= Overall
Overhang
Overh ead Wires
Plastic Ballard
Property Line
Polyvinyl Chloride Pipe
Rim Elevation
Right-ot-Way
Reclaimed
Reclaimed Water Gate Valve
Reinforced Concrete Pipe
8" Retaining Wall
Siamese Connection
Satellite Dish
Sidewalk
Sanitary
Street
Troffic Control Signal Box
Toe of Slope
Top of Bank
Typical
Underground
Vertical Curb
Vitrified Clay Pipe
Wood Fence
Wlngwall
Water Line
Wood Light Pole
Water Meter
Wood Power Pole
Wood Sign
Water Valve Box
Metal Overhang
Metal Power Pole
Covered Parking
~
I2l
o
121
l:P
..
~
El
@
~
*
o
..
*
<$>
i(
o
4-
8
NO.
DATE
w
C2I
o
Coble Television
Backflow Preventer
Blowoff
Curb Inlet
Concrete Light Pole
Cleanout
Concrete Power Pole
Concrete Monument
Flared End Section
Flood Light
Gate Valve
Grote Inlet
GTE Manhole
GTE Sign
.
Arbor Vitae
Bush - Unless Noted
Camphor
Cedar
Chinaberry
Bottle Brush
Ear
Holly
Ligustrum
REVISIONS
SYMBOLS:
TREES:
..,-
iii
o
+
~
A
*
$
o
,j,
Guy Wire Anchor
Hydrant
Irrigatron Control Valve
Metal Power Pole
Metal Light Pole
Power Control Box
Sanitary Manhole
Storm Manhole
Sign
Telephone Control Box
Gas Valve
Well
Water Meter
Wood Power or Light Pole
Wood Sign Post
'\:f
..
v
@
x:x
lei
@
@
ill
~
<if)
IWI
Ii!
...
Mimosa
Oak
Orchid
Palm
Pine
Sycamore
Unknown
Viburnum
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: AS SHOWN
FILE: DWG NAME
SH T 4 OF 7
BY
DESIGN BY:
DRAWN BY:
REVIEW BY:
QC BY:
t', /\11\; I
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"'- -
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W _I W
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r---s,
o_t-~r U/G GL
~
6" U/G WATERLINE
w-S
I
'-t--1) -5----S I
- ,,!
I
I_I "
(C
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I
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1\
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SAN. SEWER MH (TYP.)J co
\j\/ [1 ! j\I\J [1 /--,!~~_
, co
I
!
W
W
W
W
W
WL
'"
-. ~---;
,.) !
P
TRANSFORMER
ON CIS
\
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~
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~" I,
i ~j ')
\ U/G WL
~/
I
T
~
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U/G WL
- -- [1 r~:'y
r-\\G;r-~
I,'
r-------------~~ U / G SEW ER
I "JNE
! '
-- --- ~ l' -,'
\ 1 73:
'1.-
"
'11
1,FHA
~
UI
!
-
(- )
r,,;
:0
, (-)
f ';
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~-::::: r,
r:~ '.CJ
(~) (_1
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7---;-:
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i !i\JE OC- THF: i'JE
;,~f~ l\rN 1/4 O!-:=;
.5
,
-~~r
C'I
I_J.,I
1-
r~
J'1
SIGN
WATER LINE
\ ,--I
/
/ /
/' //~ /
/ '-../ /
/^~/
\ - / /
,~;~~'\( v
/;/^/
,//
/>~
'-.< '>
/y/
B
:l::
"r:...
i
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-,
'1,1
TRACT.,'
5.84 Acres
\ '2 t\ h \ I
i
'j
GL
( r \!, )
U/G
"-
-~-
Ii\,[ TU" i'J LJ
!' r.:
_/
U/G
ELEC. POSTS
"
//
-T
1'')_-
_L
I
0J/G T ,
U/G GL____________
--c - - - -- --G _ -------...
T T '3
W W W,
\
\
i
I
i
I
J
/
-; s=---2:tC==::
'"11- -- Iv
1,-
LINE
U/G GL~
G
G
\
!-' \.\iC'flr-~ i_-i_I\,(:_
G
G
G
'I' '
L =1
T'
.T "T
W W
U/G
-,
W
W
:r--vr
05'(D)
: 'Ij 89'(rv1)
--t -
,
N/A
JVE
JLB
JLB
TELEPHONE
SIGN
~_\I;J ()f I~c-NCE, ': c~ (I'
T
F~()R
'\.\
1 '_)rJ \1\
nl-j\f.'
(' ,/;,\
-, I (~.
/~,
'e
. ,__J
i//
/,i' IT:r)i\:
~, 90
,=-)():-~
- , r- ~
1-, ,--
\ ) ~
i i-) E
, i-
1/.J!
S,
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('
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- ,,:\;: 1" ," (~,! :
-: :,>~ (~T ~\
[, [-='
I L_'
ZARRA
BOYD,
INC.
REGENCY OAKS
UTILITY PLAN
FOR:
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738 9010 Fax: (727)733 0083
CLEARWATER LAND COMPANY
EB 6002
LB 6472
:\11'.
S .~~l
~-
SCALE: 1 "=60'
o 60
120
NO.
DATE
TV
s
P
W
G
-~---T-'--
"
REVISIONS
VICINITY MAP
Union St.
Site
Location
Gv4// . "
':w>~ I
/;.. , 1$>":
/ .... FH*
I ///~
/ /1)
:/{;/ ~ /' /:
-,--.., / /
1 (11') / /'
:\~ jU?
I S; '/
! j'/
j 1//
~\ "'\ _ /f 'i
. ~
,p\" [ -
'/\ I~;;< ,-
J' " I ) I
, '-.. ' -::.,
/ (\, . I
U/G SEW=1_R ~ i \\ '\_
LINE \ ... '-.
I \'
\ \ ~ \,
\ U/G WL \. \~\ 1.\
\ ... \
\ \ /;/ / ~
\ \ ~/
u6:\~_\\~;r . ule SAN. UNE^
/ ,,~\' / '1,-,:' "'\ / :\0) (Typ) /7 Ji::"'~~>
\6(// ' ,\, "'\')// r;.;:/ \\~, '\~
~ ."' I . \' Q: 0 ) ,
~:/ \. '" \~,,---/0 / ')
~ "-..~&)~_./ C /
__" ~,
tU
\II
...
Ui
'0
c:
N
'0
ru
&
\II
"5
o
U1
21
"'*'
Iri
::j Sunset Point
ad
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
U/G S U:~DERGROI.mD SEWER Uf'.!E (co!or..;f~D If',~ GR[ i \];
U/G P UNDERGROUND POWER LINE (COLORED IN RED)
U/G TV UNDERGROUf\ID TELEVISION LINE (COLORED IN BROWN)
U/G WL UNDERGROUND WATER/FIRE LINE (COLORED IN BLUE)
U/G GL UNDERGROUND GAS LINE (COLORED IN MAGENTA)
U /G T = U~!DERGROUf'.ID TELEPI-IOI\IE Llr\IE (COlORED 1f'.1 O~; Aj'-IGE)
JOB NO: #1031
DATE: FIELD: 8/30/02
SCALE: 1" 60'
FILE: DWG NAME
SHTJLOF l
BY
. ( .
. .
I
.'\:
. .
.\
. .
\.
.'. 'Pond'Are'a'S'
,.
I
.: : I
CONTROL
STRUCTURE
/
~.:,,~ .
....,.
. '
......
> .~,' .'. . . ,; \:
......
"". .'
""
""
.;.:'
I CURB INLET
(TYP.)
NORTH IRRIGATION COMPOUND
GI
GI
U /G STORM
LINE (Typ.)
U /G STORM
(LINE (TYP.)
GRATE INLET (TYP.)
/
GI
TRACT A
33.77 Acres ::t
./:..
. . .
. ..
Pond Area .G
. . '/. .
TRACT B
5.84 Acres ::i:
.,~ ....
........
",', ,
..'''
....."
.~ '.
\
\
RETENTION' . .
'PONO~' . . . .
, , . " ,"
, , . . , , . . , .
. . . . . . , . ,
, . . . , . ., .
(TYP. )
",'
. . P'ond' Area' A
.~.....
. . . , . .
, , . . . ,
RETENTION. . . . . . (....-/
POND~
. , . . . . . . . . , ,
. . .:. . . . . , . . .
. .
;: '. .
TOP OF
..,i' ., . . T. ' . . . . ' . . . . . , '.. . . BANk. (TYP)~ . . . .
. ....\
. -,.", .:.
,,':;
v . . . . .
.A..... .,
. ~ ... .......... .. . . :.~
.:~
~":
',.,: .
;~, .
SOUTH IRRIGATION COMPOUND
DESIGN BY: N/A ZARRA BOYD, INC.
DRA WN BY: JVE
REVIEW BY: JLB Engineering, Surveying and Planning STORM
1480 Beltrees St., Suite 3, Dunedin, FL 34698 EB 6002
QC BY: JLB (727)738-9010 Fax: (727)733-0083 LB 6472
FOR:
REGENCY OAKS
DRAINAGE & IRRIGATION COMPOUNDS PLAN
. .~ . ... .,' . 1" .
. . ..
. ,'. .
':
-.;:
VICINITY MAP
~'.: <"'::'=':" \. ~~:. .....
.~. . \~. ':, ..
.'j ''<'\;;'i
'-':
- Site
I) "Q
I) c Location
L.. 0
-
en a:::
"Q I)
C :J
~ 0
en
en
. Sunset Point Road
::::l
SCALE: 1 "=60'
.....,.----
o
60
DESCRIPTIONS
120
PJ"Oper.t~. Description: North lITigation Compound
r\ parcel of land I~'ing within the "Iortheast 1/4 of the N0I11nwst 1/4 of Section ~.
Township 29 South. Hange 16 East, City of Clear watt' 1', Pint' lias Counf)'. Norida
and bein~ further described as follows:
Commcncc at the Southcast cOl'ner of the NOI"theast 1/4 of thc ~ or,thwcst 1/4 of said
Sel,tion S; thenl'e ~S9039'20"\\' alon~ the South lint' oftht' :\ol1heast l/4ofthe
N or1hwcst 1/4 of said Section 5, for 646,12 fcct; thcnce NOoo20'40"E, for' 1257,09
feet to a point on tht' northerl~' edge of the thirt~.. foot ",'ide an'ess easement and the
POI:\T OF BE{;INMJ\(;; thence alone said eaSl'ment edel' the followine two (2)
l'OUl'SeS; (1) thenl'l' 1"78"02'4"""', for 28,63 ft.-et; (2) thenl'e 1"00"47'03"1-:, for 43,94
feet to the South dght-of-way linl' of 2nd Sh'el't East; thencl' along said right-of-way
line S89u42'36"E, for 34.76 ft.-et; thence S08"25'44"W, for 50,23 ft'et to the POI.l\T
OF RF.GINl\"lNG and containingl,4S1 square feet, more or less,
PJ"Oper.t~. Description: South liTigation Compound
A parcel of land l~'ing within the ~ortheast 1/4 ofthe Northwest 1/4 of Sel'tion S,
TO"t\nship 29 South, Range 16 East, City of Clearwater. Pinellas Count~, Florida
and being further descr'ibed as follows:
Commencl' at thl' Southe-ast comer of the Northeast 1/4 of thl' :\' ortlnnst t/4 of said
Section 5: thl'nce ~89039'20"\\' along the South line ofthe :\ortheast 1/4 ofthe
Northwest 1/4 of said Section 5, for 617.09 feet; thence J\Oo020'40"E, fOl' 73.45 feet
to the POIYI' OF HEGIJ\'iI~(;: tht'Ill't' 1\79"52'(I4"\\', f.II'32,71 fet't; tht'Ill'e
J\ 61015'20 "\Y, for 36.S1 fcet; thence :\59023 '49"\Y. for 36,64 feet; thence
N30"30'''O''E, 1'01'31.30 fpet to a point on the southerly edge ofthe thilt) foot .....ide
access casement; thence along said easement edge the following two (2) courses: (l)
thenl'e S50053'SO"E, for 36.03 feet; (2) thenl'e S79002'42"E, for 60.51 fet't; thence
leavine said souther")" edet' SII "4S'23"W, fOl' 3S.59 feet to thl' POINT OF
BJ::.GI~:'IiI:'IiG and l'ontaining 3.185 squarl' feet, mort' or It'ss,
DESCRIPTIOl\": Pond Area A
ncin~ a pOI.tion of the ~ol.theast '!. of the l\"orthwest '!. of Section 5, Township 29
South, Range 16 East, Cit~. of Clearwater. Pinellas Count~.., Florida and being
further described as follows:
CO_\l.\IENCE at the Southe;lst corner ofthe :\ortheast '/. of the Northwest ~/, of
said Section 5; thence N89u39'20"\\, along the South line of the l\"ortheast 'I. ofthl'
Northwest 11. of said Section 5, for 99.01 feet to the POT.\iT OF RFGT~NTl'OG;
thence continue NS9039'20"W along said South line and along the Northerl~"
boundary lines of ROllL'lWOOD SL'llDI\'lSIO-,", ROlll.:"iWOOD Sl'llDlVlSIO.:"i
1,'IRST ADDlTIO-," and TllE ELKS, as I'l'corded inl'lat llook 52, page 99. Plat
Rook 61, page 3H and Plat Rook 95, page 90, I'especti"el~', of the Puhlic Records of
Pinella~ County, Flodda, fol' 702.69 feet; thence N..2".....IS..W. for 1.....88 feet;
thence N..7"..5....... E, fol' 171.52 feet; thence S28"23'..2" E, for 75.33 feet; thence
S"2"56'39" E. for "7.57 feet; thence S77"31'09"E, fOl' 107.55 feet; thence
SlH"OS'26"E, fOI'I13.96 feet; thelH~e SS3"2..'..T'E, fOI'''7.22 feet; thelH~e
NS0"3"'31 "E, for 79.00 l"eet; thenee -'"60"5"'08" E, 1'01' 68.33 feet; thence
_'l..1"39'..2" E, for 69.69 feet; thence _"23"50'''2'' E. 1'01' 70.50 feet; thence
~0,,0"8'07"F, for '70."<'> feet; thl'nce '\'10"06'03"W, for 66.0" fed; thence
'lW"U5 '55" \\ , fol' 59.U" l"eet; thence S" 1 "2H' 1 W' 1(, for 77.9" leet; thence
S85"lJ'''0'' E, for 103.27 f"eet; thence SOO"SO'32"W. for 171.35 l"eet; thence
SOO"22'25"W, for Z08.86 feet; thence S..Z-21 '''Z''W, for "6.39 feet to the PO LYI' OF
BEGIN:\IYro. 'nd containing 3.35 alT('S, mOl"l' or kss (1"5,96" squan' f('l't, mon' 01'
less).
OESCRIPTTOl\": Pond Ana R
Being a portion ofthe .\iortlll'3st '/. ofthe 1\orth,,'est 'I. of Section 5, Township 29
South, Range 16 East, City of Clearwater. Pinellas Count~.., Florida and being
further descrihcd as follows:
f'Oi\TMENCE at the Southea~t cOI'nel' of the :'lol'thea~t '!. of the l\"ol'thwest % of~aid
Sn:tion 5; thence N89039'20"W along the South linl' ofthl' l\"ortheast '!. ofthl'
.\iorth",'est'!. of said Section 5 and along the Northerl~' boundar~' lines of
ROnINWOOD Sl'nDIVISIOl\", ROnI:\\,"OOD SVnDlVISION FIRST ADDITION
and TIlE ELKS. as I'ecorded in Plat nook 52, pa~c 99. Plat nook 61, page 38 and
Plat Book 95, page 90, respectively, of the Puhlic Records ofPinl'llas County,
Florida, for 13.....05 feet to the :\orthwest corner of aforesaid plat of THE ELKS;
thence NOoo"S'56"F along the West line of the Northeast'!. of the l\'orthwest '!. of
said Section 5, for 537.55 fed to the POT:\'T OF REGT:\'.\iTl"G; thence continue
along said West line 1\000"8'56" E, for "94.96 feet; thence S65"58'47" E, for 119.45
feet; thenn> S71 "12'32".E, for 28.25 feet; thelll'e S21 "33'05" E, for 30.37 feet; thelll'e
S25"16'12"W, fOI' 34.28 feet; thence SI2"S4'13"W, for 66.35 ft'et; thence
PROPERTY DESCRIPTIO~: Pond Area C
A parcd of land I~'ing within the Northeast 1/4 Ofthl' ~ortln\'('st 1/4 of Section 5,
Township 29 South, Range 16 East, Cit~. of Clearwater, Pineltas COllnt)., Florida
and being further described as follows:
('omnwn('e at the Southeast corner orthe I\ort.he;)st. 1/" orthe "orthwest. 1/4 of said
Section 5; thence N89"39'20"W along the South line ofthe Northeast li.t ofthe
':-';ortlnnst 1/.t of said Section 5, for 7U2.40 feet; thence 1'\00"20'40" E, for 615.09 fet't
to the POTNT OF RFGTN:"i"Tl\"G; thence :\'89048'29"W, for 280.70 fed; thence
:\I35007'''2''\\', for 63.31 feet; thence N400.t7'22"E, 1'01' 64.30 feet; thence
S88n19'Ol "E, for 76.67 feet; thence S89n56'07"E, 1'01' 93.17 feet; thence
.\i58034'15"E, fOI' 81.54 fl'd; thmcc S'730"7'19"E. for 18.58 fl'ct; thcnn'
S34006'57"E, for 17.80 fl'('t; th('!ll'l' SI6o.tO'28"E. for 27.58 fl'l't; thl'lll~l'
Stlll"IIlI'Ol "W, for 95.21 feet to the POII\T OF H~~(~IN"II"I(~, and containing n.74
ant's, mort.' or It'ss (32,041 squart.' ft.'l.'t, more or les-s).
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
T U/G T UNDERGROUND TELEPHONE LINE
p U/G P UNDERGROUND POWER LINE
., . TV U/G TV UNDERGROUND TELEVISION LINE
=
,..... W U/G WL UNDERGROUND WATER/FIRE LINE
."...<<*-,<<,~.:?*=.-=s:% G U/G GL = UNDERGROUND GAS LINE
s U/G S = UNDERGROUND SEWER LINE
,;'
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
CLEARWATER LAND COMPANY
SHT~OF l
NO.
BY
DATE
REVISIONS
;~~
:...:...
",
DESIGN BY:
N/A
DRAWN BY:
JVE
REVIEW BY:
JLB
QC BY:
JLB
TRASH COMPACTOR AREA
&: ACCESS ROUTE
PROPOSED 30' ACCESS EASEMENT
~~Ar~~ /_--::=_--=-_---=-~=_~------: ' i
~~ ~~,/>,/ ~- _------------_~---------.... I ..L_____
2;:/~/ ,/ -- -_ ~ _
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./" ,/ --- - ------- --
,/ ,/ --- - ------- --
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/ ./ ---.. . ------- - ......
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'// /. . - ~ - -........ ' ~',
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(/('// \ \~
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PROPOSED 30' \ \ \ \ "
ACCESS EASEMENT, , . \ ,\
. \ \ \. \
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\ \ \ 33.77 Acres :f:. / I :
\\ ". \\ / I
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. " " " , \ ACCESS EASEMENT
" ~ " .... \ ..' \ (1YP.)
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TRACT
5.84 Acres :I:
B
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:. '..
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.... .
ZARRA BOYD,
INC.
FOR:
REGENCY
PROPOSED ACCESS & TRASH
OAKS
COMPACTOR EASEMENTS
CLEARWATER LAND
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
EB 6002
LB 6472
.. ..>.....-:::::~~::-.*'-%..&:.
: ......
COMPANY
SCALE: 1" = 60'
0....-_--
o 60 120
VICINITY MAP
1).
I)
L..
.+J
en
"'0 .
C.
C'Il
Site
Location
"'0
o
o
~
G)
:2
o
en
(I)
::::> Sunset Point Road
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
T U/G T = UNDERGROUND TELEPHONE LINE
P U/G P = UNDERGROUND POWER LINE
TV U/G TV = UNDERGROUND TELEVISION LINE
W U/G WL = UNDERGROUND WATER/FIRE LINE
G U/G GL = UNDERGROUND GAS LINE
S U/G S = UNDERGROUND SEWER LINE
DESCRIPTIONS
Propel1y Ikscliption: Access Easelllent
A thirf)' (30) toot wide strip ofl~md I~'ing within the :\ortheast 11... ofthe Northwest 1/'" of
S('l.tion 5. T(mnsmp 29 South, Ran~f..' 16 East. ('it)' ofC1f..'arwatf..'r, Pim'Uas Count~, Iloridu
and I){'in~ that proJK'11)' ~'in~ 15 feet on each side ofthe follo"';n~ desCli hed centerlinl'S:
t'ODlllK'JlCf..' ~rt thf..' Southf..'~1~1 ('orm'r ofthf..' -' urtJU':-lst 11... of thl' Nurtbwf..'St 11... of said Sl'dion
5; thence ]\~),,39'20"W along the South line ofthe :\ortheast 11... offhe "Iorthwest 11... of said
Section 5. for 33.00 feet; thelll'e Noo022'3"'''E aIon~ a line 33.00 feet west of .md parallel ,,'ith
the Ea...1Iinl' ufthe Nurthea...t 11.. ufthe Nurthwf..ost 11... ufsaid Sediun 5, thr 503.14 fed tu u
point h('r('inafter l"('fefT('d to a... Point ".\"; thence continue along s.'lid parallel line
NOoo22'34"E, for 60.68 f('('t to POINT OF BEGII\NING #1, with tlr sidelin{'S oftms portion
of the C"dSelllCllt being lengthened 01' shol1en{'(1 ill onlel' to tel'lllim1fe at their intel's('('tiollwith
said pamUelline; thelll'e S86003'31 "\\', for 36.23 feet; thence S69015'37"W, for 82.-18 feet;
thence SHH"2H'02 "\\', thr 1(M)' 97 teet tu a point un the easterly ed~e ufthe pm1iun ufthis
access ea...ementwhidl is described below and bein~ the POr\. OF TER1\fINATIO:\' #2.
with tll(' sidelines of this portion oftllt' eas('lIlent being length('nNI or shor1ell('(1 in order to
tenllulllte at thcir interse<1ion with sllid ~lStf..'rl}' edge wm('h oou'S SOrO""29"W.
ALO:\"(; WITII:
BF.(;JN at the pre"iousl)' referenced and described Point" A" which wiD also her'einafter he
l"('felTl'd to liS POI"'! OF BEGI~"'''l\'G #2. with thl' siddinf..'S ofthis portion of the ('as('f1l('nt
being lengthened or shortened UI ol'del' to tl'l'Ininate at theu' illtel'S('('tion with said pamllcl
lille; thellf..'e S77""'6'2"'''W. for 3....56 fed; thelU'e S69"29''''2''W. for 63.03 feet; thelU'e
SH5"56'15"W, thr 13H.72 teet to a puint hereinafter relerred to as Point "Il"; thence
S()2"O"'29""', tor 15.72 teet; thence S()9"(Mt'51 "E, thr 96.17 teet; thence S()5""H'2H"J;~ tOl'
69.51 t(-et; thence S13"2""52"W, tor 65.32 t(-et; then('(' S30"16'-I8"W. for 55.84 tffot; thence
S"'6""'9'3S"W, for 59.77 feet; thelU'e S65........'...I..W, for 69.91 feet; thell('e S8S"OS'35"W, for
65.()H teet; thence :\79"()2''''2''W. thr 211.26 feet; thence "I50"53'50"\\', tc)r 50.31 teet; thence
along lines hein~ 15.1MI teet northeasterl~' of and parallel with the nor1heas.erl:y houndaf)'
1i1ll'S of Tract B the foUowin~ sewn (7) ('0lJrS{'S; (1) thCl1('e N1",o10'3"'''W, for 86.39 f('('t; (2)
.hence ""'28""'2''''3''\\'. for "9.92 feet; (3) tlrn('e ""'......016'55"W. for 159.21 feet; (...) thence
N33....0'06..W. tor ~.65 t'e{'t; (5) thence 1\........35'25"\V. tor 107.HH tttt; (6) thence
N3.....36'OS..W, fur 119.62 ft't't; (7) thelK'e ~"'2051'57"W, for 60.81 ft't't; thellf..'e N61"OO'20"W,
tcw 29.35 teet; thence N"'3010'3""\\', thr 50.H7 feet; thence :\3..."...1 '57"\\', tc)r 3 1.1H teet;
thence :\2501 7't(I"\V, tor 37.97 teet; thence N()()" 'rlll")"W, tor 66.7H teet; thence
N20023'34''E, for 69....2 f('('t; thefi('e N39"25'0"'''E, for "'9.9'" feet; thefi('e ""'35038'50"E, for
31.31 feet; thence N20"21 '57"1':, fOI' 57.48 fcrt; thence 1\11"08'11 "E, for 66.06 fed; thellce
N20""'5'51 "E. for 66.68 feet; tl1el1('e ~38"04'30"E, fol' 51.73 feet; thell('e :\"57031'53"E, for
69.61 teet; thence :\77"35'12" E, for 6....57 leet; thenl'e 1\89"03'51" E, tOI' 71.63 leet; them'e
SN",u(l5'59"E, tor 73.06 teet; thence S7900H'39"E. tor N-t.37 teet to a point hereinafter
referred to as Point "('''; thenl'e S78002'......"E, for 22....93 feet; thence S62"03'02"E, for
71.82 feet; thence S36023'52"E, for 69.16 f{'{'t; thence S 12057'37"F., for 62.65 f('('t; thellce
S04050'36"E., for 77.11 feet; thence S23000'Ol"E. for 88....0 feet; tllt'llc(, S23"16'53 "E, for
137.33 t'e{'t; thl'n('e S08"43'55".E, tor 71.51 t(-{'t; tl1ell('e Stmu5U'(J9"", lor 129.~ tffot; thence
S02"0"'29"W, tor 11 0....1 teet to the pl"t',iousl~' I'eterellced and described Poult "U" also
be~ the POINT OF TER'llNA TIO~ #2.
ALO~G \\1TH:
BEGI~ at the pn','iousl~; referencro and described Point "e" whieh will also ht'reinafter bl.'
rt'terrt'd to as I)OI~T 01; UEGI"~I~G #3; ; thence !\00""7'03"E, for 56.13 teet to a point
on the South right-of-wa)'linl' o"2nd Street Ea...t ~md the PODI')' OFTEH.\lIN.YnO:\ #3
,,,ith the sidl'lilll's ofthl' easemellt arl'a being Il'n~hl'nl'd 01" shortl'lled to tl'rminatl' at thl'ir
interset:tion ",.ith said right-of-",'a)' lint'. (and it's westerl) ntension). which bears
S89042'36"F"
Property Description: Trash ('ompactor .'\rea & .'\ccess I{oute
\ .rad ofland lying wi.hin Hw I\or.h"as. 1/4l1ftht' l\or.hwl'S. 1/4 ofSt'dilln 5, To\\onship 29
SlIu.h, Rang" Iti Ea...., Ci.y IIfCl"arwa.l'r, Pin"lIas Cllunt~, Florida and hl'ing lill'.hl'r
described as lollows:
Commeoce at the Southea.<;t corner of the Northe3.<;t 1/4 of the l'iorthwest 114 of said Section
5; thence NS':r'3l}'2()"\\: alung .hl' South line ofthl' .\llIrthl'a...t 114 III' the l\urthwl'St 1I4nfsaid
Section 5, tor 1(M)2.61 tcet; thence NCMr'20' 40" E, for 1260. 19 tcet to a point on the
northwesterly edge of the thirt~; loot wide access easement and the POLY!' OF llEGl..\INJ..'\IG;
thencE' S57"31'53"\V along said northwestE'r1y ed~e, lor ~2)~7 feet; thence lening said
northwesterly edg" :\"67042'12"W, for 140.30 fee.; thence S58"56'26"W, for 44.69 feet;
th"nct' 832"04'38"\Y, for 22.37 feet; th"nct' SI6"09'25"W, fill' 20.84 f"et; thenl'e
882"25'36"E, for 21.25 f('('t; thence S06"30'43"W, fol' 47.53 feet; thence :\,,82011'01"W, for
51. 91 feet; thence N07012' 45"F.., for 47.07 feet; theoce SR2031 '06" E, for 6.37 feet; thence
l\21"..J8'05"W, for 17,61 tect; thence l\50"34'17"\V, tor lun tcet; thence .'\I59"01'29"\-\', lor
"'2.75 feet; thence N30"56'04"E, for 26.83 feet; .h('oce 863"07'00" E, for 41.05 feet; thence
l'i82"22'OO"E, for 22.51 fee.; thence ~58"33'26"E, for 38.97 feet; .hence :\'70053'32''E, for
26.12 feet; thelll'e SR7020'37"E, filr 39.05 feet; thellct' S6R"06'.w"E, fill' t3R. 14 fee. .0 the
POIl\T OF BEGINNIl\G, and ("On.aining 12,275 square Il'e., more or kss.
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
SH T 7 OF 7
NO.
DATE
REVISIONS
BY
SITE DATA TRACT "A"
VICINITY
FILE car}
LAND USE DESIGNATION:
ZONING:
PARCEL ID:
TOTAL LOT AREA:
RU, I, P
LMDR, I, P
OS/29/16/00000/210/0100,0200 and part of 0000
33.77 AC (1,471,097 SF) 33.77 AC (1,471,097 SF)
I, P
REQUIRED (PER "I" DISTRICT)
N/A
N/A
N/A
20,000 SF (MIN)
REGENCY
OAKS
N
EXISTING
PROPOSED
I, P
0.85 (MAX)
50 FT (MAX)
CLEARWATER, FLORIDA
PRELIMINARY SITE PLAN
FLOOR AREA RATIO
PRESENT USE
IMPERVIOUS SURFACE RATIO
BUILDING HEIGHT:
587,942 SF (0.40 FAR)
530 BED ALF
0.35
65.9 FT
587,942 SF (0.40 FAR)
530 BED ALF
0.35
65.9 FT
0.65 FAR (MAX)
SETBACKS: BLDG. PARKING BLDG. PARKING
FRONT (E): 99.9 FT 73.2 FT 99.9 FT 73.2 FT 25 FT (MIN)
FRONT (N): 203.1 FT 29.6 FT 203.1 FT 29.6 FT 25 FT (MIN)
REAR (W): 88.3 FT 0.0 FT 88.3 FT 0.0 FT 20 FT (MIN)
REAR (S): 87.0 FT 0.0 FT 87.0 FT 0.0 FT 20 FT (MIN)
SECTION 5, TOWNSHIP 29 S, RANGE 16 E
Q0/'
O/'
~ ~..fJ
1'00
PROJECT LOCATION
PINELLAS COUNTY,
FLORIDA
PARKING:
494
494
1 PER 1,000 SF GFA (588 SPACES)
PROJECT LIES WITHIN FLOOD ZONE "X" PER FIRM MAP OF THE CITY OF
CLEARWATER, COMMUNITY PANEL # 125096-0010-0, MAP REVISED
AUGUST 19, 1991.
SETBACKS: BLDG. PARKING BLDG. PARKING
FRONT (E): 56.0 FT 0.0 FT 56.0 FT 0.0 FT 25 FT (MIN)
SIDE (N): 185.9 FT 0.0 FT 185.9 FT 0.0 FT 1 G ~T (MIN)
REAR (W): 218.6 FT 96.4 FT 218.6 FT 96.4 FT 20 ;:T (MIN)
SIDE (S): 12.6 FT 49.9 FT 12.6 FT 49.9 FT 10FT (MIN)
PROJECT
LOCATION
OCA TION MAP
~e
~
SITE DATA TRACT "B"
LAND USE DESIGN A TlON:
ZONING:
PARCEL ID:
TOTAL LOT AREA:
EXISTING PROPOSED
I, RU, P I, P
I, LMDR, P I, P
part of OS/29/16/00000/210/0000
5.84 AC (254,507 SF) 5.84 AC (254,507 SF)
REQUIRED (PER "I" DISTRICT)
N/A
N/A
N/A
20,000 SF (MIN)
LEGAL DESCRIPTION
PROPERlY D~CRIPTION: TRACT A
FLOOR AREA RATIO
PRESENT USE
IMPERVIOUS SURFACE RATIO
BUILDING HEIGHT:
42,628 SF (0.15 FAR)
120 BED SNF
0.38
1 STORY
42,628 SF (0.15 FAR)
120 BED SNF
0.38
1 STORY
0.65 FAR (MAX)
Being a portion of the Northeast % of the Northwest % of Section 5, Township 29 South, Range 16 East,
Pinellas County, Florida and being more particularly described as follows:
OLD
TAMPA
BA
COMMENCE at the Southeast corner of the Northeast % ofthe Northwest % of said Section 5; thence
N.89039'20"W., along the South line of the Northeast % of the Northwest % of said Section 5, for 33.00
feet to the POINT OF BEGINNING; thence continue N.89039'20"W., along said South line and along the
Northerly boundary lines of ROB INWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FlRST
ADDITION and TBE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book 95,
page 90, respectiwly, of the Public Records of Pine lias County, Florida, for 1311.05 feet to the Northwest
corner of afores aid plat ofTBEELKS; thence N.00048'56''F., s:ong the West line of the Northeast % of the
Nort~west % of said Section 5, for 1336.20 feet to the Southwest corner of the plat of LAKE
CHi' UfAUQUA ~TA~, as recorded in Plat Book 90, page 22 of the Public Records of Pine lias County,
Florida; thence S.89042'36"F., along the North line ofthe Northeast % of the Northwest % of said Section
5 (IY'ing the basis of bearings of this description), same also being the South boundary line of aforesaid
LAKECHAUfAUQUA ~TA~, for 630.00 feet to the point of intersection with the Westerly right-of-
way Jine of 2ND STIUEf FAST; thence S.00002'32''W., along said Westerly right-of-way line, for 30.00
feet; thence S.89042'36"E., along the South right-of-way line of said 2ND STREET EAST and along a line
30.00 feet South of and parallel to the North line of the Northeast % of the Northwest % of said Section 5,
for 670.63 feet to the West right-of-way line of Soule Road; thence S.00022'34''W., along said West line
and along a line 33.00 feet West of and parallel to the East line of the Northeast % of the Northwest % of
said Section 5, for 1307.39 feet to the POINT OF BEGINNING and containing 39.61 acres, more or less.
0.85 (MAX)
50 FT (MAX)
~
'JES! MY III:
[AST MY RIIJSroID..T
PARKING:
79
78
1 PER 1,000 SF GFA (42 SPACES)
..
~
PROJECT LIES WITHIN FLOOD ZONE "X" PER FIRM MAP OF THE CITY OF
CLEARWATER, COMMUNITY PANEL # 125096-0010-D. MAP REVISED
AUGUST 19, 1991.
It...
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AREA CALCULATIONS
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LF.SS AND EXCWT TllFREFROM:
TOTAL BOUNDARY AREA, ENllRE
PROJECT (AC):
TRACTB
39.61
TOTAL BOUNDARY AREA (AC):
33.77
TOTAL BOUNDARY AREA (AC):
5.84
WARNING
CONTRACTOR TO CALL .SUNSHINE STA 1E ONE CALL.
1-800-432-4nO 48 HOURS PRIOR TO ANY a.EARING
OR CONSTRUCllON FOR EXlSllNG UllUTY LOCA l10NS
COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence
N89039'20"W, along the South line of the Northeast 1/4 ofthf> ~orthwest 1/4 of said Section 5, also being
the northerly boundary lines of ROB INWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FlRST
ADDmON andTBEELKS, as recorded in Plat Book 52, psge 99, Plat Book 61, page 38 and Plat Book 95,
page 90, respectiwly, of the Public Records of Pine lias County, Florida, for 1015.80 feet to the POINT OF
BFGINNING; thence continue along said line N89DJ9'20"W, for 328.25 feet to the Northwest corner of
aforesaid plat ofTBE D.J(S; thence NOoo48'S6"E, along the West line of the Northeast 1/4 of the
Northwest 1/4 of said Section 5, for 337.03 feet; thence N37~2'44"E, for 392.31 feet; thence
N07057'17"E, for 29.55 feet; thence S4r51 '57"E, for 57.73 feet; thence S34036'08"E, for 119.85 feet;
thence S44035'25"E, for 107.76 feet; thence S33040'06"E, for 80.61 feet; thence S44016'55"E, for 158.55
feet; thence S28042'43"E, for 45.96 feet; thence SI4010'34"E, for 82.48 feet; thence S63OJ3'50"W, for
19.88 feet; thence N29031 '38"W, for 78.31 feet; thence S47045'44"W, for 328.30 feet to the POINT OF
BEGINNING, and containing 5.84 acres, more or less, (254,507 square feet, more or less).
TRACT-A-
TRACT "B"
IMPERVIOUS AREAS SF
IMPERVIOUS AREAS (SF)
BUILDINGS:
63,021
19,649
59,800
4,054
276
83
130
REGENCY NORTH
NOSTALGIC VILLAGE
REGENCY SOUTH
MODEL CENlER
1RAILER
SHED
SHED
BUILDINGS:
42,628 SKILLED NURSING FACILITY
TOTAL PAVEMENT AREA, PAVEMENT: 46,414 TOTAL PAVEMENT AREA,
PAVEMENT: 346,375 LESSED OUT ISLANDS LESSED OUT ISLANDS
'0
0>
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0
'0
0
0
.E, SIDEWALKS AND CONCRElE SLABS: 16,9"/3 TOTAL SIDEWALK AREA SIDEWALKS: 7,170 TOTAL SIDEWALK AREA
I
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Q.
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o DUMPSlER PADS: 1,024 PAD NEAR 1RAILER DUMPSlER PADS: NONE
r')
0
0
N
cO TOTAL IMPERVIOUS AREAS (SF): 511,386 TOTAL IMPERVIOUS AREAS (SF): 96,212
'-
Q. 11.74 TOTAL IMPERVIOUS AREAS (AC): 2.21
...: TOTAL IMPERVIOUS AREAS (AC):
I
0> IMPERVIOUS SURFACE RAllO 1RACT
~ IMPERVIOUS SURFACE RATIO 1RACT 0.38
'0 0.35
vi REA "A": AREA "B":
0
I
0
.
N
....
m NONE
~ PONDS: 58,321 DRY DElENTlON POND PONDS:
c
0 28,028 DRY DElENllON POND
0::
."l 123,624 DRY DElENllON POND
Vi
.s
~ GREENSPACE AREA: 749,662 GREENSPACE AREA: 158,178
a.
/'
0
<> 959,635 TOTAL OPEN SPACE AREA (SF): 158,179
Q, TOTAL OPEN SPACE AREA (SF):
e
a.
/' 22.03 TOTAL OPEN SPACE AREA (AC): 3.63
~ TOTAL OPEN SPACE AREA (AC):
N
I
.... TOTAL OPEN SPACE SURFACE RAllO
g: TOTAL OPEN SPACE SURFACE RAllO 0.62
/' 0.65 AREA 1RACT "8":
Ii' REA 1RACT "A":
CLEARW A TER LAND COMP ANY
c/o Johnson - Ezell Corporation
18167 U.S. 19 North, Suite 660
CLEARW A TER, FLORIDA 33764
PHONE: 027) 530-5522
TOTAL NET ARFA EQUAlS 33.77 ACIDS, MORE OR U1;S (1,471,097 SQUAREFEEf, MORE OR
:r"',~
USS) t\(;f..t~\<,'
~
Jeffre
APR 2 1 2003
DRAWING INDEX
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel: (727) 724-8422 - Fax: (727) 724-8606
SHEET
1
2
3,4
5
FIt E COpy
TITLE
COVER SHEET
NOTES AND DETAILS SHEET
SITE PLAN TRACT "A"
SITE PLAN TRACT "B"
FL P.E. 57425
t)IIt Jt; 1h
DATE: 3/n/03
~ No. 997-240
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AND THAT CONSTRUCTION IS
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--,
,;;,
..
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel, (727) 724-8422 - Fax, (727)724-8606
E.B. No. 7421
HANDICAPPED SIGN
- -SEE INDEX NO. 119
t 1"-0. t
WHITE BORDER
o!c SYMBOL
BLUE BACKGROUND
PARKING BY
BLACK BORDER DISABLED co
o!c LETTERS .
PERMIT
WHITE BACKGROUND ONLY
BLACK BORDER $255 FINE
o!c LETTERS F.S. 318.14 Ol
WHITE BACKGROUND .
ALL LETTERS
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CONe. WALK
RAMP DOMI CONe. WALK
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HANDICA~~L DETAIL
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ON 1/8. THICK SHEET
AlUMINUM
fi5--OHW----
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= EXISTING POWER POLE AND OVERHEAD WIRES
= EXISTING LIGHT POLE
= EXISTING TRAFFIC SIGN
= EXISTING PARKING NUMBER
= EXISTING UNDERGROUND STORM LINE WITH MANHOLE
CB
------.(Q}- --- -
GI
----_.--@----- -- = EXISTING UNDERGROUND STORM LINE WITH GRATE INLET
-----s---- ..../-------- = U/G WL = EXISTING UNDERGROUND WATER/FIRE LINE
---%---s- - = U/G S = EXISTING UNDERGROUND SEWER LINE AND MANHOLE
-.------- p --.-- -- - = U /G P = EXISTING UNDERGROUND POWER LINE
------..- T --.---- - - = U/G T = EXISTING UNDERGROUND TELEPHONE LINE
-----..:r\.'--- -- = U /G TV = EXISTING UNDERGROUND TELEVISION LINE
-..--------G----..---.. = U/G GL = EXISTING UNDERGROUND GAS LINE
U/G = UNDERGROUND
z ....,
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2. HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
8")(2' -6. CONCRETE MASS.
FINISH TOP OF MASS LEVEL
WfTH A SUGHT RAISED WASH
APPROXIMATELY 1/2. ABOVE
LEVEL OF TURF/SOD.
PROPOSED LEGEND
- = PROPOSED SINGLE WATER SERVICE
~ = PROPOSED SAN. SEWER SERVICE
---=- = PROPOSED STORM PIPE & INLET
0>,(0
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= INTERIOR LANDSCAPED SPACE
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HANDIG~tGN DETAIL
S' VARIES C)
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62'
19'
24'
19'
STABIUZED SUBBASE (2) BASE COURSE (3)
(1) SURFACE COURSE 1S ASPHALTIC CONCRETE (S-3) or (S-1)
(2) 6. CRUSHED CONCRETE
(3) 9. COMPACTED SUBGRADE (LBR-40)
PROPOSED PAVING SECTION
N.T.S.
PREPARED FOR,
SHEET DESCRIPTION,
CLEARWATER LAND COMPANY
c/o Johnson - Ezell Corporation
18167 U.S. 19 North, Suite 660
Clearwater, Florida 33764
PHONE (727) ~M22
GENERAL NOTES
1. THE JURISC'ICTIONAL AGENCY FOR THIS PROJECT IS THE aTY OF ClEARWA 'fER.
2. POTABLE WATER AND SANITARY SEWER IS PROVIDED BY THE CITY OF CLEARWATER REGULATIONS.
3. PREUMINAf\ Y SITE PLAN TO BE SUBMITTED TO. AND APPROVED. BY THE aTY OF ClEARWA 'fER.
4. ROADWAYS ARE PRIVATELY MAINTAINED.
5. THIS PROPERTY IS LOCA lED IN ZONE X, PER FIRM MAP OF THE aTY OF CLEARWATER, COMMUNITY
PANEL NO. 125096-0010 D, MAP REVISED AUGUST 19. 1991.
6. SURVEY INFORMA nON PROVIDED BY:
ZARRA BOYD,
INC.
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
~>~ ~~~(': '.otl
.;.< -:f:'1."
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REGENCY OAKS
PREUMINARY SITE PLAN
TYPICAL DETAILS
NO.
DATE
REVISIONS
EB 6002
L8 6472
Jeffrey W: Denny
APR 2 1 2003
FL P.E. 57425
:JIIWlJ-j
.JOB NO.
997-240
EPN
F.B. a PG. 2
SIfT.
DATE.
APP'D 3/11/03 5
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-----,
,;;,
-
..
PREPARED FOR:
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
CLEARWATER LAND COMPANY
c/o Johnson - Ezell Corporation
18167 U.S. 19 North, Suite 660
Clearwater, Florida 33764
PHONE (727) 5>>-5522
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
E.8. No. 7421
,-
VI
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PHASE I AC;::;[')S EASEMENT
O.R. 7781, PG, 1746
SHEET DESCRIPTION.
REGENCY OAKS
PREUMINARY SITE PLAN
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DATE
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APR 2 1 2003
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FL P.E. 57425
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JOB NO.
997-240
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LINE TABLE
N37"22' 44"E 392.31'
N07"57'17"E 29.55'
S42-51'57"E 57.73'
S34-36'08"E 119.85'
S44-35'25"E 1 07.76'
S3S4Q'06"E 80.61'
S4416'55"E 158.55'
S28-42'43"E 45.96'
S1410'34"E 82.48'
S63-33'50"W 19.88'
N29-31'38"W 78.31'
S47"45' 44"W 328.30'
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Jeffrey W. Denny
APR 2 1 2003
FL P.E. 57425
;JIkf/rt,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr, Cleorwoter FL, 33759
Tel, (727) 724-8422 - Fox: (727)724-8606
CLEARWATER LAND COMPANY
c/o Johnson - Ezell Corporation
18167 U.S. 19 North, Suite 660
Clearwater, Florida 33764
PHONE (727) !53O-!S1S22
JOB NO.
997 240
EPN
F.B. a PG. 5
SIfT.
DA TEo 5
REVISIONS APP'D 3/11/03 Of'
NO, DATE BY
E.B. No. 7421
SHEET DESCRIPTION:
REGENCY OAKS
PREUMINARY SITE PLAN
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LIOHiTING LEGEND'
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PLANT MATERIALS SCHEDULE
100
OC'.--, 3
~ 43~.
'-:.110,
3
~~ 126
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297
1'~~
22.
15
3
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1170
. 75
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NO-E: CENTER TC ::~TERSPACING (O.C,' .;'~ '
'JAP:ES FOR D]FF,~~';T PLANT SPECIES, . '19
VACE EACH VARlr~Y llF PLANT EQUALLY IN ..:.1;
:N PLANTING AREA, ~'~ ~_~~
" ~ 571-
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~1,32
,25
.t'O'
26
35
GENERAL LANDSCAPE NOTES
\~
,4.
All plant materials to be Florida II 1 or better quality, Installed to highest nursery standards.
Mulch to be 100% cypress, grade (BJ. Installed. to a minimum of 2" thick In all plaf;'ltlng areas.
Sod, where required, to be 95% weed free St. Augustine "Florltam" atid be Installed with tight
Joints, rolled and fertilized at time of Installation.
All dimensions to be field-checked by the Landscape Contractor prior to construction, with any
discrepancies reported Immediately to the Landscape Architect.
All materials must be as specified on the landscape plan. If malerlals or labor do not adhere to
specifications, they will be rejected by the landscape Architect with proper installation carried out
by lhe Landscape Contractor at no additional cosl. ,
No substitutions will be made at time of bidding or changes of any kind, so as to provide for ralr
and equal comparisons. '
All permits necessary are to be provided by the Installing contractor unless otherwise specifically
stated In the specifications.
No contractor Identification signs shall be permitted on the project.
All questions concerning the plans and specifications are to be directed to the Laridscape
Architect, (813) 821-5225.
Carefully review the Landscape Specifications; the Installing Contractor will be held responsible "
for all items contained therein.
All sizes noted on palms are "clear trunk' (C.T.) or 'clear wood" (C.W.), see landscape details for
c1arilicalion.
All proposed landscape and sod areas containing existing turfgrass or weeds are to be trealed .
with .Round-Up. per manufacturer's speclflcalions.
BED LINE OR PAVEMENT EDGE
25 THV TRACHELOSPERMUH JAS. HINIMA VAR. VAR. DW. CONFED. JAS.
1 GAL., 10-12" SP.
5.
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- - - ,.... --
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6.
7.
t$.
8.
9.
10.
ANNUALS. GROUNDCOVERS. AND
SMALL SHRUBS
IB INCHES MINIMUM
FOR LARGE SHRUBS
BUILDING EDGE
r EQUAL,
O. C.
11.
12.
FERTILlZA TION
SHRUBS AND TR~ES
All trees and shrubs ,shall be lertillzed with "Agriform' 20-15-5 planllng tablels at time of inslallation,
and prior to completion of pit backfilling. Tablets shall be placed uniformly around the rool mass
at a depth that is between the middle and bottom of the root mass.
ALIGN PLANTS EVENLY
IN SINGLE-ROW HEDGES
MULCH
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APPLICATION RATE:
1 Gallon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
Trees:
1 - 21 gram tablel
2 - 21 gram tablet
3 - 21 gram tablet
4 - 21 gram tablet
3 tablets each 1/2' of caliper
12 ItlCHES ~1J ~ I MUI' FOR ANNUAL S,
GROUNDCOVERS, AND SMALL SHRUBS
GROUNDCOVER AREAS:
All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer and p(!r
manufacturer's specifications.
PLANTING BED LAYOUT
Qty
Code
Botanical Nalle
A
GJS
H
HD
HS
ICB
10
IVP
IVS
JP
LIG
LIH
LIT
lJT
LHG
LMM
KG
HI
PE
PE
PF
POH
PT
PW
QV
RE
RI
RIS
RS
SP
55
TJ
TJH
ANNUALS
GARDENIA JASHINOIDES 'STANDARD'
HEMEROCALLIS 'HING TOY'
HELIANTHUS DEBILIS
HIBISCUS SPP. "STANDARD"
ILEX CORNUTA BURFORD II NANA
ILEX OPACA
ILEX VOMITORIA 'PENDULA'
ILEX VOMITORIA SHILLINGS
JUNIPERUS PARSONII
LAGERSTROEMIA INDICA 'TUSKEGEE'
LAGERSTROEMIA INDICA 'HUSKOGEE'
LAGERSTOEMIA INDICA 'TUSCARORA'
LIGUSTRUH JAPONICUH
LIRIOPE MUSCARI "GIANT"
LIRIOPE HUSCARI GIANT VARIEG.
MAGNOLIA GRAlfDIFLORA
MOREA IRIODES
PINUS ELLIOTII "DENSA"
PINUS ELLIOTII "DENSA ft
PHOTINIA FRASERI
PODOCARPUS MACROPHYLLA
PITTOSPORUM TOBlRA
ACOELORRAPHE WRIGHTII
QUERCUS VIRGINIANA
RHAPIS EXCELSA
RAPHIOLEPIS INDICA 'WHITE'
RAPHIOLEPSIS UKBELLATA
RHOOODENDROH SPP.
SABAL PALMETTO
STACHYTARPHETA SPECIES
TRACHELOSPERMUM JASMlHOIDES
TRACHELOSPERMUM ASIATICUM HINlMA
Specifications
COIIIIIon Name
ANNUALS 4 ft POT, FULL
STANDARD GRAFTED GARDENIA 24-26"C.1.,.42"HT.X 24"SP.
DAY LILY 1 GAL., 12" HT. X 10" SP.
BEACH SUNFLOWER 1 GAL. lO"SP.
TREE-FORM HIBISCUS 61 HT. X 3' SP., 2' C.T.
DWARF BURFORD HOLLY 3 GAL., 24-28" HT., FULL
EAST PALATKA HOLLY r:=rl 'HT. X 2.'SP.,FULL
WEEPING YAUPON HOLLY 10' HT., 4-5' SP.
DWARF YAUPON BOLLY 3 GAL.,' 18-22" SP.
PARSON'S JUNIPER 1 GAL., 10-12" SP.
CRAPE MYRTLE 'DARK PIHK' 10' HT. X 5-6' SP.
CRAPE MYRTLE 'LAVENDER' 10' HT. X 5-6' SP.
CRAPE MYRTLE 'RED' 10' lIT. X 5-6' SP.
TREE-FORM LIGUSTRUH .10'HT. X1Q'SP., MULTI.
GIANT LIRIOPE 1 GAL., 12'X12"
VARIEGATED AZTEC GRASS 1 GAL., lOftX10"
MAGNOLIA 10' HT. X 5' SP.
AFRICAN IRIS 1 GAL., 12" X 12"
SLASH PDIE 7-8'HT. X 4'SP. "tl,Stu.
SLASH PINE 8-12' HT. X 5' SP. ~'fttB
PHOTINIA 3 GAL., 24-30" HT., FULL .
Y~ POOOCARPUS 12-15'!lT., DENSE
GREEN PITTOSPORUH 3 GAL.22-24"HT./FULL
PAUROTIS PALM 20-25'HT., 8-10 STEM
LIVE OAK 12-14'HT.X6'SP.,MIN.3"CAL.
LADY PALM 5-6'HT., 5-7 STEM, FULL
DWARF INDIA HAWTHORN 3 GAL. 16"-18"SP., DENSE
TREE FORM INDIA HAWTHORN 7 GAL., 5'-6'RT.x 3'SP. .
SOUTHERN CHARM AZALEA 3 GAL., 24-28" SP.
CABBAGE PALM SEE PLAN FOR C. T. HT.
BLUE PORTERWEED 3 GAL., 24" SPR.
CONFEDERATE JASMINE 3 GAL., 22-24" SP.
DW. COHFED. JASMINE 1 GAL., 10-12" SP.
Crown spread
Thin crown 1/3 after planting.
trim no leaders. retain natural
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NOTE:
When.tree occurs in sod area
install mulch in 3' radius
around trunk.
2' minim
Sa:ucer r
finish 9
3/4"-2 ply rein rubber or plas'tlc '
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alvanized turnbuckle with'lt
gauge galvanized steel guy wire._ :
White surveyor's tagging tape,
6" length.
Burlap wrap, tie Irtth 3/16" hemp.
2"x3" stakes driven into ground
at angle then tightened to vertical
position, 8' minimum length, 3
stakes at 1200 angle.
4" minimum in & out.
Wire balled & burlap wrapped
when not container grown.
lanting s011 mixture.
"'l'Fllla.~PLA"TING DErAIl->
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TWICE SIZE OF ROOT BAll..
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PlANnNG SOIL
EX. SOIL
CONTAINER BALL.,
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SHRUB PLANTING .~T_
"o.C~~~. O'C" jTRIANGUlATE SPACING OF F\..ANTS IN MASS P...ANnNGS
1 1 1 J hI '
L fJ-;tr~~t~ ~3."L<CH
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~~, NOTE: SPREAD 2 INCHES OF FLORIDA PEAT
OVER F\..ANTlNG AREA.
ROTO- TILL INTO EXISTING SOIL
BEDdPl!lEP?OR ANN.UAlS
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1 v r; . , ; '\ r' ," DO NOT DAMAGE BUD
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lie bud with 3/16" hemp.
Trim away one row of fronds frolO
around bud,
leim away 2/3 of fronds at time oT
digging and planting.
All trunks to be smooth and all hurn
marks wire brushed away.
20 layers burlap pad at support
con tac t - no na i 1 sin tre2 '~C'od.
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2-yellow pine (2"x 4" brace)
space 3 at 120. typical
2.yellow pioe (~" x'4" stake) ')'looJ
saucer r 1111
finish ]rade
Root ball (round or square)
16" millllllUlll rddius from trunk.
~ashed-ln and tamped native soil.
lxistlng soil.
PALM PLANTING DETAIL
FILE COpy
SITE PLAN APPROVED
CASE # pt..P'2...0o'3. O~OI h
CASE TYPE C-
DRC DATE 4\- ~
COB DATE 5 U) 0"3
SIGN~
DATE C,
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SCALE: 1" =30'
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14 ZFU ZAMIk FURFlJRACEA CARDWj)ARD PALM 3 GAL., 16"B'l'. XlS'SP.
~:"\24_ ,VS VIBU, RNUM..,SU$_PEN.SUM_SANDAN"WA VlBURNUM _3.G.AL" ~4-26", HT"" DENSE
& 18 POM PODOCARPUS MACROPHYLLA YEW PODOCAiRPUS 4-5! HT. X 2' sp.. DENSE
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.. PLANT MATERIAL PROVII:iEo BY OWNER. ~~
~SPlA"NT COSJS FROM NURSERY TO SITE BY LANOSCAPECONTRACTOR~
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. drawi,rgsof theexistb:lg system ail'verifying the site and location
of the ~listihg m~inUt1e. ':
, Th-e-C~!ltw:~:~t~rlb'~lIbe re~p~)Dsib~ for de.~ermining areas .
requir'ngJl~:~r~~QrKectm:ainline b:ase~ 011 his investigation
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. PVC Sched. 40 Sleeve (2 sizes larger than pipe to be sleeved) I
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. VA~VE SCHEDULE-
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ZONE # GPM's TYPE SIZE
1 120 SPRAY 2-) 12"
2 107 ROTOR 2-1/2"
3 100 SPRAY 2-] 12"
4 103 SPRAY 2-1/2"
5 108 ROTOR 2-112"
6 85 SPRAY 2-1/2"
7 98 SPRAY 2-]/2"
8 106 SPRAY 2-112"
9 ]04 SPRAY 2-112"
10 116 SPRAY 2-1/2"
] 1 100 SPRAY 2-)/2"
12 100 SPRAY 2-1/2"
13 ]06 SPRAY 2-112"
14 111 SPRAY 2-1/2"
15 )04 SPRAY 2- 1/2"
16 100 SPRAY 2-1/2"
17 98 ROTOR 2-112"
. IRRIGATION SCHEDULE
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Hunter PGP-360 Full Circle Rotor wi #12 Noz., 12.2 gpm @ 50 psi,
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Hunter POP-ADJ Part Circle Rotor w/ #9 Noz., 5.5 gpm@ 50 psi,
Hunter PGP-ADJ Part Circle Rotor w/ #1] Noz., 8.9 gpm @ 50 psi,
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Water So.urce - Existing Pump and Well System
(APP~O)(IMA--re. L.oc.<<noN)
Mainline - Srchedule 40,PYC G~sket !ipe. Size as shown on plans
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Lateral Line - Class 200 PVC Pipe
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Note: ' AUT,head:. Jo-caledbehfnd' 8hrub plan'tlngs and' a.alnst
','bulldlng Iwall .hall Ile on shrub.I..,. (painted bl.c'lt) .
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GENERAL IRRIGATI.ON NOTES
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All sleeves are to be schedule 40 PVC located a minimum of 14" below finish grade.
Adjust all .heads to provide maximum coverage and minimum overthrow.
Equipment and heads shall be manufactured by "Rain bird" or "Hunter" or as otherwise stated on the
plans.
Irrigation water source shall be existing pump and well system and existing mainline. Location of
existing mainline shown on the plans is approximate.
Contractor shall field verify capability of water source (existing pump and well system) to deliver proper
pressure per square inch (PSI) and gallons per minute (GPM) as required by the irrigation system.
Notify the Landscape Architect prior to contract if there is any discrepancy.
All permits necessary are to be provided by the installing contractor unless otherwise specifically
~~. . .. . '
Refer to the Landscape Drawings when locating all irrigation equipment. Allow ample room near pipe,
valves and other equipment for the planting of trees and hedges.
All wires shall be installed in Wire sleeves under walks and drives.
If there is a conflict between the Irrigation Plan and Specifications, contact the Landscape Architect
immediately.
Carefully review the Irrigation Specifications. The Contractor shall be responsible for all items
contained therein.
Contractor shall furnish owner with 2 copies of operation manuals and water scheduling times as
required by the landscape. Contractor shall instruct the owner as to the proper operation and
maintenance of the entire irrigation system prior to final acceptance.
Prior to Contract, the Contractor shall become familiar with all existing conditions of the
irrigation system and shall be responsible for obtaining and investigating the irrigation "as-
builts" and for interviewing maintenance personnel familiar with the site in order to determine
the location of the existing mainline, control valves and sleeves as necessary, and for
coordinating the operation of the proposed system with that of the existing system.
The Contractor shall provide a 100% coverage automatic irrigation system as designed on the Irrigation
Plans.
In all cases comply with the written Irrigation Specifications and the Geilerallrrigation Notes.
All questions concerning specifications are to be directed to the Landscape Architect (813) 821-5225.
Shrub risers shall only be installed in hedges or mass'plantings not to extend more than 3" above the
installed height of the shrub. In n() gI~ shall shrub risers be installed directly adjacent to curbs, walks
or other vehicular access ways. If risers are to be used in hedges abutting parking areas, they must
be .placed a minimum of 30" away trom back of curb and embedded in the hedge so as not to b~ seen
or damaged by vehicular overhang. All shrub risers Shall be painted black or dark green.
All planted groundcover areas, inCluding mass plantings of dwarf shrubs not exceeding 22", shall be
irrigated with 12" pOlrup spray heads (unless otherWise noted) and extenders (tfrequlred).
.'. . - -'" ,. _.' ,.. +'. - - -)" ,,- ..' .+ ,._, ._., "" - " -.....- . --"
All sodded areas shall be irrigated with 4" pop-up sprays (or po~up rotors where appropriate), unless
otherwise noted. .,
Pipe, valves and other irrigation equipment may be shoWn in buildings, drives and walks for clarity only.
Locate all valves and other irrigation equipment in plant bed areas for best concealment and
accessibility. . '.
Valves are to be installed invalve boxes large enough to accommodate maintenance and operation
of valves. Valve pit shall' be free from mud or oth,r debris which may cover valve~ ProVide' 1 f2."
diameter river gravel sump 3" thick at the bottom of valve pit.
All irrigation materials and installation shall meet federal, state and local codes, regulations and
ordinances concerning irrigation construction.
Flexible polyethylene swing joints shall be used for all pop-up heads adjacent to walks, curbs and
vehicular access ways. Concrete donuts shall be installed at all head locations adjacent to or in
vehicular use areas.
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S8g.42'36"E O/A (BEARING BASIS) D:::V1
SW CORNER OF LAKE CHAUTAUQUA ESTATES t- 0
LAKE CHAUTAUQUA ESTATES PB 90, PG 22 t3 ~
(PB 90. PG 22) ~3: ~
10'x20' CITY OF CLEARWATER UTILl1Y I S89. 42' 58 "E ~M]
SEME T (OR BOOK 4946 PAGE 839) W/F 3.6' CLEAR -
EA N , S89.42'36'E D FCM 4"x4"
CENTER OF MANHOLE \J' I CHAIN LINK 630 00 (D) 629 92 (M) (#) I
~ ,/FENCE ON LINE . ' . ' LS 3400 ~
IS 2.3' N. & 1.4' W. ' / '
OF BOUNDARY CORNER FCM 4"x4" 0 5 CONC. S W IS 1.1
~ jW/F 3.2' CLEAR r.r5 OFF PROPERTY LINE (ALSO KNOWN AS UNION STREET)
(No I.D.~ _ ~ I / 11 II l II f'.-../ ~6' WOOD F~NCE ON-LINE II-- " II WPP }(Yt) 2ND STREET
CHAIN LINK FENCE ' II If ~ II I I 11 II II II II 11 \'\""- 11 ].//V - - U/G GLI~ - ......-A S P
0.2' ON PROPERTY~ 1..-- ~ :J '. J I I 10' POWER ESMT l ""- ~ V/'- " /
WOOD RAMP~ ~ F I \ IT O.R. 9369, PG. T14 U/G P~ _ i- - - ~.'- ./ ''''-J ~ .n~w I2f OHW ~ ~ OHW '7
LIES WITHIN ~ASE~ENT hi ~TRAILER 6'WOOD x:x ~ ~ & O.R. 7781, PG. 1746 ~ _ - - -p---~ - ~ l!:! , 5 ON. .,,/w
6 W/F T I CLEAR OF f----.-.-..... FENCE ~ ~ _ - - p~- - FIR 1/2"- i- ~ n I I I / \ ~
SHED & W/F% EASEMENTS ~ '\ /' / -- -- ii, ~'/J. -~'I.~' II '" I
1.4' CLEAR I , '\ ~. / U G WL - - =.....r ~ - - G I (I B#391.") J Gr-.-lY~':'~ CIS 6' WOOD \ L
SHED & W/F ~ 15'1 I. ~s,<y..~\-. 10' WATER EASEMENT V '\ Y _ -~ =-;0.- P_________ ~ I.. f~~------- .& -1J I I I .\., . FENCE OVERHEAD
1.7' CLEAR I ~ ~ O.R. 936~PG. 774- \:Q:./ /' -----(NOEC~R8) 1 ~ I I ~... . - ENCLOSED PUMP PO('ER L)INE
8'xl0' METAL SHE:/(' f' & O.R. 7781, PG.~46 II - RETAINING J~ ~ I - - Q!..CVB AND METER TYP.
, ~?BSJ CONC. ~ I/'/' /' /' ---~ WALL ( -10' WATER t-.. ...,....,,~ t@'(f)f-_-
15' CITY OF CLEARWATER SANITARY 'I lLfi r--- D ';0 I ~'1 / EASEMENT - r -.:.:::-; 15' SEWE ESMT. - - - S89.42'36"E(D&M)
SEWER EASEMENT (OR 5301, PG 321) ELEC.:o: ~ /' 0 R 7781 U/G GL--: JP , O.R. 8824, PG. 151 - - - 670.63'(D) 670.68(M)
~ I OUTLET . ~ /' I / u/G P - ........ pC;. 1746' / ::3 & O.R. 7781, PG. 1746 - ---
CITYOFCLEARWATERU/GSEWERLlNE~1 18'WOOD---- 'Ft:>l::::. g~ --IX>: ~1GI~lJ::;~Y ~ ~ ~ N U/GP 1(f)1~ ~ -t:..-... 15'CITYOFCLEARWATERSEWER
I 'FENCE ----, 4 ~I /-;:{ /~f~ RETAINING ~ ~ ,DCVA/ ~ '2' P ~ _ ......., EASEMENT (OR BOOK 6743, PAGE 1771)
n oJ ~ . ~ ~/ 'llR WALL I '~ ON C S l' CONC. WI, " \....0'-1 ~ ______ ....... _(
.------+ 15'x12' ~ I ~1f I I \ :Q: ~ ~ :' RETAININGy ~ I /,~ x>:'~ ---- ~'~ \6" U/G WATERLINE
6' CHAINLlNK FENCE I '- I ~~ _ _ _ _ --w;::::--=-::::; w::::: _~ - - ./,1., ~~ 'J~'.li 11 -l-d-. -lfflr -t -++ +- ~..~- -\\- ~--J~ I 'r -h+- f-I Hl~ALL -I.~ - ~ -~ \~ J- t- ~ I-I-i -iTI-P4- N-I-i -t -+ +1 +-xex~\- - - - -~ - - - - - - - -=-=3;;- - - - - - - - - - - - - - - - - - - - ~ -
CENTER OF MANHOLE IS 12'c I,. 1 S -Sj'/ S ......5 I 'I---1W-4...l 11!h ~.I" L.j-=..).~ In, W '!}/~ ,'Vi I ,WI ILr' I I I W I I WILl 'I l W W ~-/r- W w w W w w=y w W
OF BOUNOARY LlNE~L "- T -'. - - ~ - --! -'- - ,;__7 - -\- - ~~~-F "In - -~ - .:=L:' "";~,=--~I_~-/~ _~ >- _ _ -7 I 1- ~ ~ i ~/~RASS~U~ ~ ~ ,~, - - - - - -/~U/G-W~ - PHASE ~ACCESS -;-ASEMEN~ - - - - - - - - - - - - -1-
10' CITYC:N~~::R::~:~ GATE; '~~~\~~~J ~l ~ ,~:~/"~I / 1''7- II ~ / PHASE I A(r O'R':;P~~4~6 I;; (~"";:;;--=~~-=---;-"Y-0~r-;- -77-~- - - - - ~ ~~ - - - - - - -ij~~~::l O.R 7781, PG. 1746 WATER
UTILITY EASEMENT (OR ~ f-' COMPACTOR t--- t' /' / /( C> / l;o l/r -I W I I J\I ~'i:Q: I I ",---r.l- - t)x,lI'll7J/f/f7t YJ(J~ - - - - ~ - - - - "-::-h "- - - ?~)( - ~I I ~~.E~~~~,
BOOK 4926, PAGE 199) I I, ~~ ;: i( /(~I FHA ~ JW r I I )Uf U ~ I I ++- - - - /'~/1/7 W~:. :)] ~~ ~1"-: -?\.:Q: ~ (f) " Pg. 1746
1 0 --J ~ / I- ~'.., I~ I I '0 / [.:~~ ~,:,,":"';;!.J / ~
15' CITY OF CLEARWATER 'I ~ ---.L I I ~ I~ 1 5" CONC. S/W K t(s ( ~ ;.1"':"~':.' 5' CONC. S/W ~ V \ It I
SEWER EASEMENT (OR Q ,- :r ( I I I""----+-I- - - - 1'- "-.L 1:::::: ~ yo SI ESE II \'
BOOK 6743, PAGE 1771) I I - ~ I 3J S' 5" CONC. 10' W TER EASEMENT '---1 D C ~ /~ CONN ]ON \ SEWER EASEMENT
: I SPACES (TYP.) --.:::: ! I 1/ ~L _ _ _ _ _ _ _ _ _ ~/G WL _ -1 'J .......- - - ~ I '" '
. hZ6J ~ I ;A 1/ X '--' ;0 I LCOVERED L 15' SEWER ESMT. 71] ~ I
CENTER OF MANHOLE IS 0.3' W ~~ I ~ ~ II \/I/J I~ .... DRIVE-THRU O.R. 7781, PG. 1746 "Al"-./ ~<V~tJ<ro \ I ~
O BO NDARY NE I " I :):'/ ' III ~I "'--, A2 C-:J~ " '" \........
FUll _ I /1/ \ FIVE STORY SEE SHEET 4 ~G \ I '" :Q
CHAINLlNK FENCE GATE~ , t-- - ~I ~/ II MASONRY BUILDING FOR BUILDING DETAIL "A" ;:-~'" TOP OF CoNe. \ 1\1 fl.....~
I I 274.5' I.A /' ;: REGENCY NORTH 6 ~'\'\ /G UTILITY VAULT\ I ~ \
I , :Q: t?r:-- _I/IA~(j)1 \ (J) \1 L.., . TRANSFORMER "0<(;-' L-t""'~H
_ x x I I ~ -, I/,/ / I I I I PHASE I SEWER EASEMENT ON CIS END POWER ESMT. .....--. -- - - \ ,. \
n.......r I ~ GI ' 'I ,~r-U I O.R. 7781,PG. 1746 \~ O.R. 7781, PG. 1746 '---' -- -- J1 I \
F/C 01'W.~ 1 = V I'Y~ I - --,.-,.~ ~ / \
.. I ~ 1 / fA S )e.I'if] /! I---CONC. S W r--- GRA TE INLET (Typ.) I - PHASE I ACCESS
I (J) i ' ~~ )1 I )'//(lICV8 ~ - -' ~ - - - - - U/G--;' - - \ G'b~[lr-T~R - - 7 9' -ii1 I b ,\ \~(f) I \ (O.R. 7Ef~fM~~~ 1746)
II I ~I I /l ~/ II m I T hi I x>: d=:_!-~~t~;-:o~L~%'N~.E~EO~T 4' C/F ~ ~GI ~~11W~.~ \J I ~
I 'r-:. // '~/ II I M - _::;;~X4h-- ~ I l] ~... I-----='WOOD I I U/G P
, (f) I .'C.t. /1 1 10' POWER ESMT. _ - - - "-- - - -/ /' ~ I r---- RE~~I~~NG ~ I
, \ I 'a..~ /; CURB 'I. /&O.R.7781,PG.1].46- _-- I J, ~ I r.; \ ONC/S
, I /'" .~. ~. Ii '(\ / '; ~ Il-t -t-+---ri ~t- 1'1- III / / /' / I .:< '--' LOADING 71.1' ~ I~. I "Dl"] I 1'\ 't(<' \"
: · I f <4' j I II, ~ -t I I ~ 1\, L ~_/ I I~ : AREA (TYP.) f "02" [ I '" I '\ ~ \0 FOR ~~~L~~~E6E~AIL "E"
, i / L - \ ' .1 w-- J ONE STORY I I \ -::.t ONE STORY
I MASONRY BUILDINGS ~ 15' SEWER ESMT. Hi
I (J) I I / I a..1J'.7 O.R. 8824, Pg. 1518 S S~ ,\ SEWER SERVICE
, I I ;Ol'\;CVB ~ GI~< I ~ CONC. S/W s~ CURB INLET
(\ I \ /I , (Typ.) / ~ 1~ [] VILLAGE I "I \ s
LL 'I ( : U G TV I / '" / '\ .. E2"
CENT~~ 'i6~:O",.HR~LELI~~ wn I.(~ I? W ~ I I II ~ I \ I ~ J.! I ~ 'Z / ~I utG STORM \ ^ MODEl
L/ r ~ ~ ~~ -.!___w w W w "'\ w='- ~ ~I I ~ I -5' ~ 1/(1 LNE (TYP.) \~. ~ CENTER
SAN. SEWER MH (TYP.)J 11 I ~ GV - -.- TIi'WATEREASEJiAENT -\~\ ~ j I ~ I I ~ J.- I (\' (::) ~ \ \
I PHASE I ACCESS L- 0 R 9369 PC 774 .\\\ I---- ---'-- I 1- l "--. ~/ 1/ (A~ \ (>
'" EASEMENT & O.R. 778'1, PC. 1746 ,~ I __ . SEE SHEET 4 /' S , 1./ / ~~ ,\ (> "El"
/ I CONC. FLUME O.R.7781,PG, 1746 ~ II ~ I~ '\::: I I G) rr ~ 59.0 FOR BUILDING DETAIL "0" /' ' '" / \ :J ~
I ~ 7 I "- ~ I..---CONC. s/w '0 /'.., s~ "--..... / '\ \
~ I .. ,~ GI . ..!!:..,... W. x:x I.. ~ -~7::'V'" ~ / /' "--. "--. ~ , ....; / GRA TE I'~LET (TYP.) a. \ 7' CONC WALK
'" ~ 'I, ~) /: ~ ~ u / /' "--. S / 4-ICVB (, ~ \
WETLAND AREA II ' ~ x>: I "--. ~ A I C'/C' '0- /' Co / ' s / . //7 I /,SIGN U/G WL
ZONED P / ~ I r~................ ~ .. ~-",/7 ~ ~ ,II _ ~/ 88 \ 12'x17' ""'-" ~/
I ~ 2~UC~BNC 5 I' ~-""""'I':::::-; - - ~h' ., ~ ;:> /' GI 88 '" \ (TYP.):Q:: ~ x>: \
. MES (TYP.) ~ (' ~ FH3><:=:"_ _ _ ~ '\ d J "-s J ~ ::.-J 15' SEWER ESMT. #3 IJ (I. \ 1\ J......
{, 3 ~ ! ,If I ~ O.R. 7781, PG. 1746 r SEWER SERVICE / C.O. ("(,<P.) ~ ~ \ l' SIGN ,
. ~ I I ~ ~ J/1 I END 0 R 7781 c/C ~ \ ,w~ 265.0 (
. I " CVB ~ ':Q: /' i PC '1746 ' ""-... ~\ 71 ;0
""'1 ~ ~~~&D / ' II / U/G TV U/G WATER SUPPLY SYSTE ;; GVi" ~ C -2.. "Cl" 2-lq~ <l::ci:' ~ \ III bi II
U/G WL L2 ,,-' 1 CONC I SEE LEGEND FOR tL () 0 II =
I DRY ?~' L3 $-)( / CURB (TYP.) I Q.I ~ TYPICAL SYMBOLS. \ WOOD REl. \ ./ Q) >t- f 10
I DETENTION I ' \ \\\ WALL SI0R'< \..IG I (f) 0J I ...... \ \(
POND -----.......... ~ ~x>:/ '\ I I 10 POWER DRY TRACT A \ \ () f"'t:. 6\)\\...\)1'0 Oco "'-2' CONC. 'Y- '--10'x17\.
'" I ~ ~/), IR ~-ICV8 (0.R~~~~,~~~774) DETENTION \ ~ (=) ~p.,sO\'lR'< .. - ~ ) ctco I CURB (TYP.) (TYP.)!
S & '\ / I POND I ci I 249.7' \ L
" c/C P-. 0 0 NO. OF w
G t- ( (" 't.P-.S( IR /,Grzp-. S' C/V.J /' 1/ I PARKING
'" , I ) GR , , _ S (I I SPACES
I '* ~ \ L4 '\ l \ 10' WATER EASEMENT 3><1 Rp..SS/C s/V.J \ \ SIGN I (TYP.)
/~ _.<... "y!./ 1 1 (O.R. 9369, PG. 774) 0 STAIRS /,G s' cO\'\ . , 6 ~ L-I
I , .d ~~'" FHA ~10 NO. OE PARKI G , ICVB (3) ~~ n I ,ell' I I
'" I ~ '?' ~ Q~~ '\'\ \ \ TV RET(~T~?C~SOND / vi -* . \ _____.:;...-::::\. ~ ~ e,; <' co\'\C' s/V.J C I (Q I
\ ~ . 0'" -<> '\ \ '~TV-TV ....-/ I 01'J___.... \I e ~ pr\p..\..1 J . SIGN>t VMLP (TYP.)
~ I ./ x>: ~0 &&-.5'~.". '\ \ \ \. \ TV S 0 1'J~ 1 1 STORM MH p..s 11;/ ~ /STOP SIGN
~ '" I s~~U~~3~E L1 @ "-~~~v 0\' A)f '\ \ / - .~~ cIGE~C"'< S ~/1\ ic:::-=' (TYP.) ~~ I ~
~ / '" 9. \ ~,. r--'-- Rt;. (SIOR'< lu ~ I ASPH. DRIVE
" , . < 7S \ \ 5-ICva Co: ." \\ ' 0 4 ~ HA ~ -~-
CENTER OF MANHOLE IS 100' E. \ I /6' 4 c \ / C srlt:.C'i c.,.",I\..' C ~ G/I ~--J ~i?2
OF BOUNDARY LINE - __ ~ L5 ' 'i st:.L. NG D",' ~ -~ U G WL (J)r-.....
~o \ 5' CONC 9 \ \ j "u" s/V.J ,-;;'S/' 0 \ Qn::
W W 1\..... "".:X l~ b 1,. 8 '" CONNEC 1I.LdI'V S ~ (~Ti"\ 0 (T'yP \ . NO. OF 0
I \ I' '~ r v...CP ~'\ il-Y---" ~ IV.J ~S-::1" ~\ ~. 'J PARKING
->t to , '\,J'~'\.... ~ UJNGE ~W~~ It--. SN& '- ' CONC, S ~~ SJI\".O.(TY~ GRASS' SPACES \.Ii\ ASPH. DRIVE ~:::o-
o L[) !........ ~ ~ r l\ ~" / _~R~SS n'l. V.-1 b- ~ ~~ \ 5s,9~NC. (TY/P.) \ .-/ It'............. :?'
0) CXJ '\ '\ ~ 0 LMOR -----.......... / -y .'\ ~"t"-V.-1. \ \ ~- - - :x:x
bObo Irs' '\,\-s''\ E/P zoNE -----...... :Q:" "'~ '\ ~'~~ 13 ~ '" " 4 x:l - ~ ---- '-,
Z/V' ........ x:x "./':Q: ~ f", <6- u", "( TRANSFQRMER -" :,~~ ~~:,v;u:- Q. ~TOP SIGN CU2RBCO(NTYCp' )
I '.... "Bl" J 4 ./ ~sPr'''''\.- ON CIS ~ U/C T \ ,.
CENTER OF MANHOLE IS 101' E. 3.5' CONC. S/W 1 2 SIGN \~ lI'~ U/G WL~/ 4 1n :Q: 1\ END 2 CONC. CURB-
OF BOUNDARY LINE : '\ \: .~ x>: ~~,L6 N& ~ '\ <::)~\. ~E/P U/G WL G~~ C TOR ~ '" ~, U/G GL ~ LI l CO~~D c2~Rif:: ~ M.E.S. (TYP.)
I 15' SEWER ESMT. #2 / ~ G/\7A..,...........,J ~ ~ ~~~ ') G/I.... \ ~ .-\ -\ a \ ICVB(3)
'" ;; '\ -s' ~ O.R. 8824, Pg. 1518 . '2? 8" CONC ~ ~A ~'" ~ 7 0:;::; \ I
V U/G SE~WR '\ 7.5' . / T RAC1 B::> . L7 ,RET, WALi.~ 3 E ..f ~ 'I 5 ~ '" ICva \
I LINE.> ~ h 9 Phase II"" GV ~YP') "'~-@. TRArt;) SIGN 5 _ GRASS........
/ U/G WL ~ _/ // 5 84 A :I: q 'o;ofOh O.~~824 ~~rc'i,'iIL '5 \ \ ~ 5. CDNC. SjW j', _ ~ov. PKG. [I 7.4.6'
SIR I '\ ,\~. ~ Z . cres / U/G lV ~'\. ~ Pg. 1518 ----J G/' \(TYP.) u/G P r MLP (TYP.) .y.d \...rl-r171l G I (Typ.) :<h
/ I I \ h~ ~ '\ ONrD I ~ ~<o I ........ '" --rrm x:x /': \
WEST LINE OF THE NE 1 4 I .y.,. \. -s'" '\ ~o~1-~ 5' CONC. ~(/ . SIGN Gjl \ \ll.W"'\ Q: 5' CONC. S/W ./0. leva \
OF THE NW 1/4 OF SEC.5 -~ I' /' 2 '\. 6 IG SAN, L1N '1J-~1>- SjW q '\ 4~:A P OSTS ~" 14 C~V' :\;-G. \ ~ SEWER '\ 0 - q U/G PASPHfLT (TYP.) \
"': V '\'\ x>: (Typ) ~<:\~l "B2" POSTS (1YP') f\ '2!5GIj '\. y: SN&D 'I (TYP.\ .... G> ~ 8,
.. I ,\, "") ~ /;: ..DrJ>L.y.ELEC P~O~ c.: \ ~ lOG/I \ X 4' CONC. j Q. x:x I
~1 .s,; "v .y. - ~ ~'v v Q:' f'!'J L8 U/G WL 11 )7 ",'-- \~ ...IVS/~ .. RAS~ 3 ~
/ I \ "V '\ 7 ~~ <\)~ 5' CONC. S/W \ ~ '\ ___ If6 ~ C2" { <Jl
15' CITY OF CLEARWATER SANITARY \~ "'I ~~ '\ S'<'..~(j 4r~ &,.~~ ~ ~ ~:;;; -.::JtP x>: GV y- ~ --~\~ ~ ~ .--.---1'\ 6
SEWER EASEMENT (OR 5301, PC 321) :Q: ~ '\ 6'WF/ '<~ ~<v <$' ~~ ~~ ,"l-. \~ jS"l.&D\ --, ~ ~ -(7] v./ ~ \ \ \
......--l..---< I NO. OF PARKING ~GI S S0..:}V~" ~4J"B3" ~SIR ..~W:Ll~ w, / 2 ~ ~"'_..>-- \ \ ~ .--/~1 a.
CITY OF CLEARWATER U/G SEWER LINE ~ I SPACES (TYP.) ~_ \ \ Q: /o~ C '\<(-'?" il ASING 1 GI G/I SJ__'~ ~~---T
"'I \. 28 '<. ~ ~ \ 8" CON . ~ 'V~ Ion U/G WL \-\1'-1..1
_ -\ "84" ~ ~~ <0 ~""l;i \_ T, WALL w-JJ/-Bil A~ \\ F'____ p..SP Q:
I '\.- 261.2' I ~ DOUBLE CHECK c} '~ ~v'" ~ ~S~ L9 TYP.t, LINE (Typ.~ ~ ICV8 5 II
I " S
"'/' U/GWL (, )( ~<\)~~ /' 'L / leva. . '( ;,
I 1 ~ \0. 4-O~V '":>()~. ~ /' -.......: SN.RrD '0 G I L:EJ U/G STORM ~ KD1TYP) 11 3!B 3 'I.
~ \~ ~(j'~ ~ <Q (). / ~s ~ 2 't;I. LINE (TYP.) 3 ~
I \) c..~0~ a~ ~ ",{7 . " S .t. a 8 x:x ~
"'I ,,\ ~ ~ ~ ';C-:J\~ ~o~ ~4 ~ / ICVB(3) SIRG' '-/ 4 ~ ~
t;J. \ of' (00 073) GROUN ~~ (>., ;:;, L1~' __ ~ GRASS----......... 4 I' ~ //~ Phase II A/E
I R 0 BOXES / L1 &"~'0'<O oJ '-':: - - 8 ./ 0 R 8824 P 1518
"" Nil WETLAND I' 335.7' '\ 'V(J............ / \, \. "~/W' CONNEpiON ~ <S' <<.G N 4'x6.5'M~TA,L TANK ... -.....:::: ~ O'! g ---- -;] '/" ~ .. ,g.
I :\L.... \. GV', f ,( \ "7 W~ AND 2 (, / /<- [v<(- 1><- r-j ON 6 x6 CS 0 - _ ELEC. POST I <<> N _ 2_
"'/ AREA ~ " '('~~ '\.., ~ LOW-OFF. "::> Co v' 0<":~<O<O~ ~ 6'WF _""""--.......;;/ ~ & r-...r:7 ~Et'~RB) ~~
I ~: u/G GL----- ~ \~ -.5. GV' ..~. '~v If??:-' \. ELEC. POSTS (2) · ~/-..; ~ ~ ~-~.j')/11' ~~iv~' ~ ~ J ~ 7
I 5 ~FHA~' ~"l-"':> ............... ,DRY ,~ I y.
CL ~'" "'\. -:~ -vi '- - G) ~ y~ " c ~ -- or~g~iJgION ' 6 WF U/G pI;" I ~ \ TOP OF
S I BANK (TYP.),\
ZONED P ZONED I _______ . ~ ON cis STRUCTURE rU/G T EASEMENT ~ VAULT SIGN
CENTER OF MANHOLE N1SE 11.3' E. ~ )11 ~ / i8 ~'>--_____ u/G GL______ (DR. 9369. PG. 774) ,I ~8" WATER LINE U/G GGL~ (6' WOOD FENCE
OF BOUNDARY LI ~~. U/G T - ZONED LMDR /'~ ~ ~lL...""''''''' _ \
~. '\. ,-' G G G G G G ~ G G G
\ I / GENERATOR U/G WL ,-'--T w T T 1'1 I "_ ~ ' 11 G
NW CORNERs OF......-i I 328.25' /' .........~_ ON CIS w W w r W W W r /' W .:>!.... W W W W www...
THE ELK /' - - '1 m S--.R'IT' - +-
(PB 95, PG 90)-----1 N89'39'20"W(0) 1311.05'(0) ISIR I J TELEPHONE CABLE ~ / ~PP
4"x4" CONCRETE N89. 39' 31 "W(M) 1 31 0.89'(M) SIGN /
I MONUMENT (FOUND) POB END OF FENCE. 16.0' N. I F /C, 5.9' S.) 10' WATER ESMT.
'" (NO I D ) (OR 9369, PG 774)-
I . . TRACT B N89.39'25"W(M) O/A 1343.96'(M) O/A I
1344.05'(0) O/A
I
I
VICINITY MAP
FN&D
(LB 3913)
AT NE CORNER OF
NW 1/4 SECTION 5
FilE COpy
1333.70 (M) OA
SOO.17'15"W (M).
SOO.02'32"W (D)
30.00' (D) 29.89' (M)
~
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(SOUTH R/W LINE OF 2ND STREET EAST
-I TELEPHONE BOX '1
'6 - ON c/s\ 1 ;0
s;?f-- OHW ~ --
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Site
Location
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en
en
::i SunHt Point
Road
1/2"
3913)
II
-III
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ON PROPERTY LINE
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PROPERTY
DESCRIPTIONS
PROPERTY DESCRIPTION: TRACT A
I
(_ I- WPP (TYP.)
w
Being a portion of the Northeast ~ of the Northwest ~ of Section 5, Township 29 South, Range 16
East, Pinellas Comty, ~lorida and being more particularly described as follows:
8" WATER LINE
/'
o
60
120
COMl\1ENCE at the Southeast corner of the J\'ortheast '14 of the J\orthwest V. of said Section 5;
thence N.89039'20"W., along the South line of the Northeast ~ of the Northwest ~ of said Section 5,
for 33.00 feet to the POINT OF BEGINNING; thence continue N.89039'20"W., along said South line
and along the Northerly boundary lines of ROBIN\VOOD SUBDIVISION, ROBINWOOD
SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat
Book 61, page 38 and Plat Book 95, page 90, respecthrel)', of the Public Records of Pinellas County,
Florida, for 1311.05 feet to the Northwest corner of aforesaid plat of THE ELKS; thence
N.OOO48'56"E., along the "Vest line of the Northeast 114 of the Northwest 1;4 of said Section 5, for
1336.20 feet to the Southwest corner of the plat of LAKE GlAUT AUQUA ESTATES, as recorded
in Plat Book 90, page 22 of the Public Records of PineUas County, Florida; thence S.89042'36"E.,
along the North line of the Northeast '14 of the Northwest ~ of said Section 5 (being the basis of
bearings of this description), same also being the South boundary line of aforesaid LAKE
CHAUTAUQUA ESTATES, for 630.00 feet to the point of intersection with the Westerly right~f-
way line of 2ND STREET EAST; thence S.ooo02'32"W., along said "Testerly right-of-way line, for
30.00 feet; thence S.89042'36"E., along the South right-of-way line of said 2ND STREET EAST and
along a line 30.00 feet South of and parallel to the North line of the Northeast % of the Northwest '14
of said Section 5, for 670.63 feet to the West right-of-way line of Soule Road; thence S.ooo22'34"W.,
along said West line and along a line 33.00 feet West of and parallel to the East line of the Northeast
% of the Northwest '14 of said Section 5, for 1307.39 feet to the POINT OF BEGINNING and
containing 39.61 acres, more or less.
I I
r;~ u/G GL
1, I
SCALE:
1 "= 60'
.....,..---
U /G SEWER
LINE (Typ.)
-t---
I ~ -----WEST R/W LINE OF SOULE ROAD
6' HIGH BRICK WALL (TYP,)
-!~ THERE IS A 4' CONC. s/w
~ 0.1' OFF PROPERTY
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LINE TABLE
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ELEC. BOX
(TYP. )
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1. N3T22'44"E 392.31'
2. NOT57'17"E 29.55'
3. S42"51'57"E 57.73'
4. S34.36'08"E 119.85'
5. S44.35'25"E 1 07.76'
6. S3S40'06"E 80.61'
7. S44"16'55"E 158.55'
8. S28.42' 43"E 45.96'
9. 514.10' 34"E 82.48'
1 O. S63.33'50"W 19.88'
11. N29"31' 38"W 78.31'
12. S4T45'44"W 328.30'
LESS AND EXCEPT THEREFROM:
<C
TRACT B
~
133.3'
;0
<l:
II
Q.
Ul
/
BUILDING NAMES
& ADDRESSES
SKILLED NURSING CENTER
2770 Regency Oaks Boulevard
Clearwater, FL 33759
COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5;
thence N89<>J9'20"W, along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5,
also being the northerly boundary lines of ROB INWOOD SUBDIVISION, ROBINWOOD
SUBDIVISION FlRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat
Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas Count)"
Florida, for 1015.80 feet to the POINT OF BEGINNING; thence continue along said line
N89"39'20"W, for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence
NOOO48'56"E, along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for
337.03 feet; thence N37022'44"E, for 392.31 feet; thence N07057'17"E, for 29.55 feet; thence
S42051'57"E, for 57.73 feet; thence 834036'08"E, for 119.85 feet; thence S44035125"E, for 107.76
feet; thence S33040'06"E, for 80.61 feet; thence S44016'55"E, for 158.55 feet; thence S28042'43"E,
for 45.96 feet; thence S14010'34"E, for 82.48 feet; thence S63033'50"W, for 19.88 feet; thence
N29031'38"W, for 78.31 feet; thence S47045'44"W, fOl' 328.30 feet to the POINT OF BEGINNING,
and containing 5.84 acres, more or less, (254,507 square feet, more or less).
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MODEL CENTER
2720 Regency Oaks Boulevard
Clearwater, FL 33759
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2' CONC. 0 J I- ----1-...-. I
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BRICK PAVING (Typ.) ]<t: ;0 _~ & FLAG POLES
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REGENCY NORTH
2751 Rp.gency Oaks Boulev, rd
Clearwater, FL 33759
NOSTALGIC VILLAGE
Addresses Not Assigned
TOTAL NET AREA EQUALS 33.77 ACRES, MORE OR LESS (1,471,097 SQUARE FEET,
MORE OR LESS)
PROPERTY DESCRIPTION: TRACf B
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Being a portion of the Northeast Yt of the Northwest Yt of Section 5, Township 29 South, Range 16
East, Pinellas County, Florida and being more pm'ticularly described as follows:
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REGENCY SOUTH
2701 Regency Oaks Boulevard
Clearwater, FL 33759
COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5;
thence N890:39'20"W, along the South line of the Northeast 1/4 of the Northwest 114 of said Section 5,
also being the northerly boundal)'lines of ROBINWOOD SUBDMSION, ROBINWOOD
SUBDMSION FIRSf ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book
61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County,
Florida, for 1015,80 feet to the POINT OF BEGINNING; thence continue along said line
N89DJ9'20"W, for 328.25 feet to the Northwest comer of aforesaid plat of mE ELKS; thence
Nooo48'56"E, along the West line of the Northeast 1/4 of the Northwest 114 of said Section 5, for
337"03 feet; thence N37022'44"E, for 392.31 feet; thence N07057'17"E, for 29.55 feet; thence
842051 '57"E, for 57.73 feet; thence S34036'm"E, for 119"85 feet; thence S44035'25"E, for 107.76 feet;
thence S33040'06"E, for 80.61 feet; thence S44016'55"E, for 158.55 feet; thence S2S042'43"E, for
45.96 feet; thence S14010'34"E, for 82.48 feet; thence S63033'50"W, for 19.88 feet; thence
N29OJ1'38"W, for 78.31 feet; thence S47045'44"W, for 328.30 feet to the POINT OF BEGINNING,
and containing 5.84 acres, more or less, (254,507 square feet, more or less).
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. ______ E. BOUNDARY OF THE NE 1/4
~ OF THE NW 1/4 OF SEC. 5,
TWP. 29 S, RGE. 16 E
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",/ THERE IS A 4' CONC. S/W
0.2' ON PROPERTY
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CONTIGUITY CERTIFICATIONS
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
U/G T = UNDERGROUND TELEPHONE LINE
U/G P = UNDERGROUND POWER LINE
U/G TV = UNDERGROUND TELEVISION LINE
U/G WL = UNDERGROUND WATER/FIRE LINE
U/G GL = UNDERGROUND GAS LINE
U/G S = UNDERGROUND SEWER LINE
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1(1)
1. The Tract A and Tract B properties ore contiguous to each other and do
NOT create any gaps, gores, overlaps or hiatuses.
2. The Tract A property is contiguous to the rights-ot-way ot Soule Road
and 2nd Street East (also known as Union Street) and does NOT create
any gaps, gores, overlaps or hiatuses.
P
TV
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DRY
DETENTION
POND
LAND
SURVEYOR
CERTIFICATION
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~WEST R/W LINE OF SOULE
n.
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ROAD
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L-SOUTH LINE OF THE NE 1/4
OF THE NW 1/4 OF SEC. 5-29-16
POB - TRACT A
FCM 4"x4" (NO 1.0.)
FILE COpy
The undersigned hereby certifies to the parties listed hereon that (a) this
survey is true and accurate and was made on the ground under my
supervision as per the field notes shown hereon and accurately shows the
boundary lines, dimensions and area ofthe land indicated hereon and each
individual parcel thereofindicated hereon; (b) all monuments shown hereon
actually exist, and the location, size and type of such monuments are
accurately shown; (c) this survey map accurately shows the size, location and
type of all buildings, structures, other visible improvements and visible items
on the subject Property; (d) this survey map accurately shows or notes the
location and dimensions of all alleys, streets, roads, rights-of-way, easements,
building setback lines and other matters of record of which the undersigned
has been advised affecting the subject Property according to the legal
description in such easements and other matters (with instrument, book, and
page number indicated); (e) except as shown or noted hereon, there are not
visible (1) improvements, known easements or rights-of-way, party walls,
drainage ditches, streams, uses, discrepancies or conflicts, (2) encroachments
onto adjoining premises, streets, or alleys by any of said buildings, structures,
or other visible improvements, (3) encroachments onto the subject Property
by buildings, structures, or other visible improvements on adjoining
premises, or (4) encroachments on any known easement, building setback
line or other restricted area by any buildings, structures or other visible
im provements on the su bject property, (1) the su bject property abuts or has
access to a dedicated public street or road as shown hereon, and (g) meets the
minimum technical standards set forth by the Florida Board of Land
Surveyors pursuant to Section 472.027, Florida Statutes and Chapter 61G17-
6 Florida Administrative Code.
M.E.S. (TYP.)
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THERE IS A 4' CONC. s/W
0.3' OFF PROPERTY
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POINT OF COMMENCEMENT
THE SE CORNER OF THE NE
1/4 OF THE NW 1/4 OF SEe.5
(RR SPIKE-FOUND)
N89"39'20"W
33.00'
G
-
7
THE ELKS
PB 95, PC 90
ROBINWOOD SUBDIVISION FIRST ADDITION
PB 61, PG 38
\ ' "'WPP 7 U;!:T r ~7
L4 OHW \ 4 OHW F /C, 0.5' s. I L4 OHW
~ END FENCE ~ F /C, 1.0'
0.2' CLEAR 4' CHAIN
LINK FENCE
I
wpp'S, OHW'S, CLF'S
ARE ALL SOUTH OF LINE
UNLESS NOTED OTHERWISE
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ROBINWOOO SUBDIVISION
PB 52, PG 99
THIS SURVEY IS CERTIFIED TO: JOHNSON, BLAKELY, POPE, BOKOR, RUPPEL & BURNS,
P.A.; COMMONWEALTH LAND TITLE INSURANCE COMPANY; SYLVAN HEALTH
PROPERTIES, LLC; REGENCY OAKS, LLC; BANK OF AMERICA, N.A., a national banking
association, successor to NATIONSBANK, N.A., successor to BARNETT BANK, N.A., successor by
merger to BARNETT BANK OF PINELLAS COUNTY; HOLLAND & KNIGHT, LLP; DECKER
BEELER, P.A. ; CLEARWATER LAND COMPANY.
z
Jac L. oyd (date signed)
Pr e onal Land Surveyor #3000
Sta e of Florida
JLB
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
A
&
REGENCY
BOUNDARY
OAKS
& TOPOGRAPHIC
SURVEYS
CLEARWATER LAND
COMPANY
3
2
1
NO.
.-e.. !:l~K.-~?T 0'1'd. +re-ICl.loe.l ot'\c:\ S
~ 0 c!.~ C<<..r"T \ {: e.d. 00(' Tle~
Modify Building Names/Tabulate Addresses
Add Esmt. & Update Zoning Designations
Modify Descriptions & Drawing Per Various Comments
REVISIONS
JVE
JVE
JVE
BY
JOB NO: #1031
OA TE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: OWG NAME
SHT~OF l
JLB
ZARRA BOYD,
INC.
FOR:
DESIGN BY:
N/A
DRA WN BY:
JVE
REVIEW BY:
TRACTS
B
QC BY:
EB 6002
LB 6472
10'x20' CITY OF CLEARWATER UTILITY I
EASEMENT (OR BOOK 4946, PAGE 839)
\
CENTER OF MANHOLE .s> I
IS 2.3' N. & 1.4' W. "" \
OF BOUNDARY CORNER FCM 4"x4" ~ "" \ :
(No I.D.) ~
SW CORNER OF
LAKE CHAUTAUQUA ESTATES
(PB 90, PG 22)
W/F 3.6' CLEAR
CHAIN LINK
/ FENCE ON LINE
1/ rW/F 3.2'
LAKE CHAUTAUQUA ESTATES
PB 90, PC 22
S89.42'36"E O/A (BEARING BASIS)
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1333.70 (M) OA
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SOO.17'15"W (M).
SOO.02'32"W (D)
30.00' (D) 29.89' (M)
NORTH LINE OF NE 1/4 OF THE
NW 1/4 OF SECTION 5.
(BEARING BASIS) ~
""
FN&D
(LB 3913)
AT NE CORNER OF
NW 1 /4 SECTION 5
- S89. 42'58"E (M)
S89.42'36'E (D)
630.00' (D) 629.92' (M)
FCM 4"x4"
(LS#3400)~1
I"')r
_ _ _ II 11 II f".J ~ 6' WOOD F~NCE ON-LINE ~ " II WPP }(Yt)
CHAIN LINK FENCE ~ --, 7' II 11 11 I I II II II II II IIJ\~ II/,"'- V
0.2' ON PROPERTY~ J.....- T -J t'.J I I 10' POWER ESMT ...... ::/-::
WOOD RAMP __________I . \ T ~ l O.R. 9369, PG. 774 u/C P~ _ - - .'- /' /' 'r'\.) -"--
LIES WITHIN ~ASE~ENT ;\ I ~TRAILER f..----... 6'WOOD :Q: ,,\ & O.R. 7781, PC. 1746 ~~ _ - - -~---~ fi."E'Jg ,
6 W/F r' CLEAR OF ' --- ~... ::.-::::--:::-: -
SHED & W/F?;{ I EASEMENTS FENCE ~ \~ ,,/ _ - - - ~ - - - - FIR 1/2"- - " I I I J - \ \
1.4' CLEAR , I. ~0 ) :\./u/C WL ~ - - A-P ..---e-= - - - ,.::::-.G (LB)J3913) ~ I G"'~J7~'''~' CIS 6' WOOD \'L
SHEp & W/F U~I / S<:(>(\ 10' WATER EASEMENT /' \ ~ ./,/ ~ P "- f _~-.J I I I .~:~. FENCE OVERHEAD
1.7 CLEAR 1 IT: ~ 0 R 9369 PC 774 \ 0 /' ./;' ----------- '-- Ei.P . I I r.... POWER LINE
J I . ~ & 6.R. 7781:" PC. 1746 11./ ,/ RETAINING ~~-_~.uRB)............ I '-- - ICVB ENCLOSED PUMP (TYP.)
8'xlO' METAL SHED HOSE f .~. ~ ,/ ,/ WALL ~ " I (I) I f - ~ _ AND METER
I BIBB rCONC. ~ I~'/ ---~ [-10' WATER ~"=:- dt~ --- . , "
15' CITY OF CLEARWATER SANITARY I I \lLfi Je 1;0 I ~q,/ EASEMENT - ; --::::::::::::- 15' SEWE ESMT. - - S89 42 36 E(D&M)
SEWER EASEMENT (OR 5301, PG 321) OEo-fCET , :Q: ,/ I ~ .......- O.R. 7781, U/G GL~ JP ,OR. 8824, PC. 151 - - - _ 670.63'(0) 670.68(M)
Y I ,/ I Y u/G P - PG 1746 / 0 & O.R. 7781, PG. 1746 - -
CITY OF CLEARWATER U/G SEWER LlNE~ , I 8'WOOD ~~d ,"",,1 ~ _ :Q: ~JGI<<~~ ~ . CJ N U/G P , '" ~ - - ~ -... - 15' CITY OF CLEARWATER SEWER
I I FENCE ~ ~ ~ / -", ;' ~ RETAINING N ~ , L DCV~ Imi '\. CD p ~ / ~ EASEMENT (OR BOOK 6743, PACE 1771)
I ~ - ~ ~~/~ I WALL ~ : "~ ON C S l' CONC. 4 I" ir _____ _" "" (
-------r 15'x12' 11 r- / o/{ I \ :Q: -, _~....... I, RETAININGy I /_____::::::r 0 ~ ----- ~ ~ 6" U/G WATERLINE
6' CHAINUNK FENCE, I ~ I ~~fg _ __ _ ----.~~ -- /,/;~i{ ti ~ }"}--lml-l- + ~-ff- -,,~-J~ I irl-HfH-.':ALL -1- - t:;{-U"~ --1- ~H-l-l-+ + M-'N-,--H-l-++lh~r- - - -~ - - -- - - - ~- - - - - - - - -- \[ - - -- -- -
CENTER OF MANHOLE IS 1.2' E. I,{ I s s s s \ ' sf7"/" A ~ S It.: -+--=:I::IT '!Y/ ~.I I ~"'-l-=t,,-.l- I t\ 1 W Jby "-'\J I I W I..LLr' I J. I W I I.~W ILL J l W W ~ w / W w=--=--3.~ W W W W W W w- I
OF BOUNDARY LlNE~~!J + _ __ _ -J- - - ~ -;- ~ ~ ~/77;.....r~f7f;Ht-> _ _ _- ---t ~-s~\, L_/~_ -+- ~ I ,-"-'" --<. c;- ~ GRASSL-'-.....J -'- ~ ,.1.- - - - - - - -~U/G-W-;:- - - - - - - - -- - - - -- - - - - -- - - - - r- :-WPP (TYP.)
CHAINLlNK FENCE GATE I I CONC SU\B lT1s'---' ~ ,/:y>'/ 1/ I"IJ. I PHASE IA;T0.R.778h-PG.1l..42-..-=-- ~--=--f-~-;---=z'-:.-.J '" I __ ~l>M:>:> ---------------.-///T-~--~ PH'6'.~.17~~~~S~GEA;i~6ENT
10' CITY OF CLEARWATER I I WITH TRASH ': ,//;( Nt- I l'\'7l W. ~3: ( l - ~ -D. isr-{Sjr, 77- ~ _ s.' S '(71 ~~ WATER ~ 8" WATER LINE
UTILITY EASEMENT (OR ~'-, COMPACTOR 2: r;r ~I I AtilJt:.!:;.' / ~;ol11 ~ III J /\l fd.f"l:Q: I I \-.. r - - r;X;Tll7J/f/C7t l1(]~ - -- e.- ~ f- -1- - - -~ ~" - -0- :;:;-~)( - ~I I 6~~E~~~~,
BOOK 4926, PAGE 199) _____ II t-- -........ ("" FH, 13 I I e.- - - - . / / .~.. ~ -.: ~-..... ~-:T\ "" :\1 I Pg. 1746
I ~ I--- I" U, ~ /' .// t~~(~ ~....... J 'v' \'f
15' CITY OF CLEARWATER 'I ~ 1. --.L.. II I ~ I ) / 5" CONC. S/W ----.J 3:J..~ I I (,s <, / ~ ~.::;~~ 5' CONC. S/Wi--. V /7)/ , I \ ,~.'" "
SEWER EASEMENT (OR I Q I r .......__1.. I 1-""'-""++- #-- - - I\.:: ( "'--/ "C:::: ~ I "'-. ~// SI ESE jl '\
BOOK 6743, PAGE 1771) I -- ~ I 8i is 5" CONC. 10' W TER EASEMENT '----> D ("~ L..->-' CONN ]ON \ I
I! SPACES (TYP.) --::: ~_! I ; ,VI / _ _ _ _ _ _ _ _ _ ~/G WL _ -.l I ~J I-----' ~ PiJ\NIT'R - I "'\1
I b~ ~ I / X{ ~, ;0 I L COVERED L \.::"15' SEWER ESMT. -~) (-.. I
CENTER OF MANHOLE IS 0.3' W. J<:,! I ~ ~,hI I j;\/IA [ ".. DRIVE-THRU O.R. 7781, PG. 1746 "A1"~ ~<V~'v<r.o \ I ~
OF BOUNDARY LINE I 1 _ II t{ I A2 ,.p<() " \ "'\ \'4..
-----r-- I I 1 FIVE STORY SEE SHEET 4 '<Ire, I '" :Q:
CHAINLlNK FENCE GATE---- I, ! , ~ ~ '1 I! MASONRY BUILDING FOR BUILDING DETAIL "A" :'.<v~"'~ TOP OF CONC. \ ~h.. \
I ~5 I.A I IT \~ REGENCY NORTH <) ~';'\ /G UTILITY VAULT\ f----~~11t~~
I I :Q: IJ2L -1/1~~!jl/ I '" I' L, TRANSFORMER " ~. \ ~-\
_ X X I I ~ 1 I / \ I I PHASE I SEWER EASEMENT ON C~S~ END POWER ESMT. a '-\ T!J.. \
. -^-:::::::?'" I '--- 9.!. r---.z) C r; I' -L...L...., O~7781,PG. 174~ \ O.R. 7781, PG. 1746 ~ L-~- I ~
F/C 0.1 W.---- I (. J rU '.7!n' IS 'r, - ~ "--'"'---'i vCONe. SIW GRATE INLET (TYP.)\ \ I \ PHASE I ACCESS
'/(; 4' C/C U IG STORM
L I LINE (Typ.)
I (I): .u.ot'. II A~ J 01RO' 9P306W9ERpGESM7T7'4:---\ fiJ..- - -- - ~I' --M?- --;,/:,/ ~R' ~ : [J ~--- R:~~~NG ,I ~I : ~\ rU/G P
I I ........ /; 2' CONC 1> .. .. ~.- J---'\,...-;----:::::----) ,; , .\ 7L TRANSFORMER
.Cl-.~ II CURB 'I' I&O.R.7781.PG.l].46-~-----'__- .. I 1 Ii I \ r ONC/S
I I .~~. /, '~i<1 ~I ! I .l-t -t~r--I-\I--'\ I I ,/,/ ,/,/ I ~!..-:l LOADING 71.1' 1/ "" I "01"] 1\ ~~ \'"
I (I) I . 1/ < j, /1 ~ ~ -t -r I ~ 1\ --" / I 7y I AREA (Tl'P.) J "02" I '" / '\ ~~ \ SEE SHEET 4
I I 1 </' /j / L _ __ \ / C. ~ 2.) , [ , I \ ~ '\{. FOR BUilDING DETAil "E"
I J ONE STORY
MASONRY BUILDINGS ] ,- 15' SEWER ESMr. #1
~ '" I I "" I ./ I Q. ~ ~ O.R. 8824, Pg. 1518 S S \ !jEWER SERVICE
I I ('"T ICVB ./ ~ ""-I / ! L.::::" "'" ' CONC. s/w r r ( ) 5-...., CURB INLET
I I -L ASPHALT (TYP.) ~ GI \ CO~ PKG./ /r. I 1rJ!':- r\ ~ 1 NOSTALGIC ---J. 7.5' -;1 / \ ~ (TYP.) ;\
CENTE~F "ANHOLE IS 10.0' E : ~~I h ~'fll I II III ~ ~ I '\ I( YP'I)U I/G~ '/ ! il] ] "-- VILLAGE _ ~E7 SER"CE TYP. / /~I ulG STORM \\ ~' "E2"
OF BOUNDARY LINE LI/I 1; ~ ~ 1\ II Q. / ,r- ~ 1/1 LINE (TYP.)\ 'fJ MODEL
} ~ ~kCx1 W W W W W ~ W ='- ~ ~ I "" / ., / j,...,j o~. ~ CENTER
SAN. SEWER MH (TYP.)--" I \\GV - - - - - -,- W'WATEREASE1A'''ENT -~~\ ~ { I ~ I J.. \' ~ y. \ \,
"'/ ( PHASE I ACCESS L-O.R. 9369, PG. 774 \ \\\ - ~ I l ~ /-' / 0.% \ (1
EASEMENT &0.R.7781,PG.1746 ". 1-- SEE SHEET 4 ,/ S"'-.......... ~'j:. \\ "E1"
/ I CONC. FLUME O.R.7781,PG.1746 ~ II A I~ '(: I I CD rr r 59.0' FOR BUilDING DETAIL "0" ,/,/ "'- s .............. '" / \ ~ c> ~
1/).7 .---:-- I----CONC. s/w ' '~/ \ j \
~ "-:1 I.... c,,/ "'-."'-. "'-. /
./ I'. ~ GI ~T::. ~ x:x ....-- -:-~~ ~ "'-. S '-..J GRATE INLET (TYP.) Q. \ 7' CONC WALK
WETLAND AREA~ "'II ,~'\ 0 ~ I ~~/ ~~~-=-= ~ I ~,/< /,/ "'-."'-. S I / /;74-ICVB I ~ SIGN \
ZONED P I / 2' CONC 5 I I '~f..~~~,,0 ~ 0-. c/C 'O~,/ fl GI eee \ ~ 12'x17' Y T.
. MES (TYP.) ~ CURB '\ I iRFHS-<=W W w~,O ~ - ,/:/ .... ~.o ~ (TYP.).... Q: :Q:
./ ~ ~ 8 ~ ./ - - - ~ \ 5 ~ 15 SEWER ESMT. #3 t..- I.-J Q Bot-Y 0 0 ~ I l-
f S ...J
I 3 ~ I / ~ O.R. 7781, PC. 1746 SEWER SERV1CE . ./ c.o. \I'I'?') m\\ ;;; \ '\ ....SIGN , ....d ;0 <(
. ,,/ / ~fi I END O.R. 7781, c/C ~ y ~~ 265.0 \ I I
. I '-....... ~ CVB 'Q: / / PC. 1 7 46 ~ () I <(. ~ ~ '" 0...
I "'I --............. DRY U/G WL L2 ~ ~'N&D L3 / 1'CONC / / U/G N U/G ~A~fRLE~ut~LYF6~STE GV r" '0 0 "Cl" 2 IOVB =:cP' :Q: [];o Ul
DETENTION _/ <fA,// ~
I POND ~ If ". .!\ I~/ 10' POWER DRY \ WALL () fl'1t:. S\O~\...D\~G I 20.1 I ',L2' CONC..\: 10'x17\.
<( '" I ~ I c. "~-ICVB EASEMENT DETENTION TRACT A \ \\\ 0 t>.SO~~'{ 6 :J ) .r:;;S 1 CURB (TYP.) (TYP.) I / <<
.......... ti------ ~Vj/SIR' SN& \ (q.R.9369,PG.774) POND \~ ,,^.-,. 0- . 249.7' <>;0..--..
o I - CITY OF CLEARWATER U/G SEWER LINE , \ (11~TELEP~ONE BOX 33. 77 Acre~::i:l cJC ~"'? ~:p...ss/, co~c. ~ YJI ~~~. ! ~o. OF Lw I I 2S
S- G \.;.,Y I G~t-"'S'[ r:G . 5 s/VJ ~~ ,/ I / I PARKING ~GI] ~? u
'-.-/ "',' ~ L", \ '1 ~ 10' WATER EASEMENT 3iq S5""""" I'N ( ~GN '/ I I sr~B~)S ~~ ~
~ fj 8 \ \ (O.R. 9369, PG. 774) ~<> STAIRS /' GP't- CO~C. 5 \ 6 ~ ,,~"HA LD, n
(f) I ....... NO. OF PARKI G ~ ICVB (3) '/ n ~:G/:\ I \ /' /..-1 ~~I/ ~ ~ ~
ri ) I ~ / 'S~ACES (TYP, \\ ~ ~~fE~~O~A~~N~F ICVB (TjYP) C.O \(TYPVGRA~ /" cg~~: 6 G/I 3 U I'N '71 V, 1 x:x _ _./ V ~ 8 ~
~ I O,-p)()0 '\ \ rv~TYPICAL) /.U*~ / _ ;~ 0 ~ ~ (' co~c. s I (f) I ~./'. I ~ UJ ~
r--..... \ . 0' '\ '" \ \ .. TV__rv 0 1\1~~ \I pl-l"'\..\.J' SIGN ~ 1 MLP (TYP) ~.y:;:x:;:J:J;o
2. I ~ &&S'~," \ \ I. \ TV 2 .....,0 :,--'1'i~ ~ 1 STORM MH ",5 ~ ~ V./" STOP SIGN ./ ~ "-rY-r'-1
~ '" I CONTROL L 1 ~.. ,<) '-1' \ - _...~ G€.NC'< < (1 (TYP.) -- 2;:: I ')ri." ~ 0
~ I STR/UCTURE / ,9, 7' \ \ 5-ICVB ~." r--'- R~ ; . i ~ \~ :;::0. I ::. ASPH. DRIVE Cd 7 0 ;0
CENTER OF MANHOLE IS 100' E. ~ ~I / S/'& 4 \.... \ / \'\t.t.\!J,. \L'C" r, = ~o G I~- /~ HA ;;S i:ufe 2' CONC. 0 :;) f- -- I
OF BOUNDARY LINE ::.--:-- ~ L5 ,~ S(t. ~\~G Dt.IP' \ 1""'"\1 I 7---:u/G WL ( 2r---. (l)~ CURB (TYP.) .--::::;::::;: ~ ENTRY WALL/SICNAGE
..........'-.-/ \ \ ," .;'/./ ,,\\ \ SIAMHSE "C3" , CO~C. s/lN GR;SS/l) 0 ",~OP COY PKG II &~ ( ~ ;0 - l
~ ~ \ ~ \ ~ /' '" \CON~,~C 5 \~ ~ (~f3\ m ('TYP.)' 8 NO. OF 0 ~ -- ~'2
'<;j- (f) \ J' \ ~ ., ~\"~. \'IC s/'N S ~ (T'yP\ \.;V PARKING 1.-/\ (-- '\ 0 >,
o LO .1 \\ ' ;, SN&, ~\ ~ /"" CO. o~sS ..P::::\:: ...} GRASS\ 5' CONC. S(~BE)S L \ ASPH. DRIVE -- 'X>:--.~ tn~
OJ co f \ \ : / ' ~......... -- G""'" 'VA b. \\,< ~q S/W . r '-.. '- ---} ;0 Cl w
'<;j-~ \ J' \ .'. '& .\ ?~ ..................'\.. e..VA \~ / I , /. __--~----11 I ?;-s
b b ~ I \ : ., ,"/ ~ " ~..... 1>:-- P ~ 11 I <II - t A - rA
00 s 1': <<; 13 ~'--l ..... C'> ,oJI..J___ 4 4 'Y 2' CONC
Z Z \,; ; : (',A .4 a ~sPI-I"'\..\ TRmS[J~MER ~ '~~ U/G T ~\ 4. ~TOP SIGN CURB (TYP.)
CENTER OF MANHOLE IS 10.1' E../' I .. ..', ~ lY~"'" U/G WL--......( "~ \ 4 ~ 0 END 2'CONC. CURB-
OF BOUNDARY LINE I L6 " ~ E/p U/G WL GE. TOR ........ \' \ U/G GL ~ /1 1 END 2' L..: ~
",' ' SN& ~ ',,:,-- ~ ON C \Il ~ 1 __ '? CONC. CU~ l~ ~ M.E.S. (TYP.)
I . .... TRACT B.... .... .'~ nONC c;; d~ GII "~C'> \\ S ~7 .-\ I I ICVB(3)
1 ..: 5 84 A . l: Phase ~R~T~ WALL 3 E G!hyp.) A <II .~q ~ TRAFfiC SIGN \~ P -( 6 \GRI~~-.... \
. cres ::i: /E .....~, ~ '\ \ \. 4 ( yp) ~ ~ <- '"
. ... '. NOT INCLUDED. . O.R. 8824 7}~TC~~Ii. .~ p\ r' CONC. SIW ~V. PKG. \ 246'
. ".,:, G/I 5' CONC. S/W
'5N&0\ " 2 _, GV ~ l ~~.\\ \ ~~~/. 11 ~ a 6 if> j145." 11
^" w~ l\ 2::;:. ~
., .......,> 'T GI G/I S)__ ~ A~ \ J I
S "G -. \ " CON . ~ __'II ~ \ ~ U/G WL ) p,.SP'nf'.I.J bGI(Tl'P.) /,
/ L9 ~= T. WALL IV_U/C SAN. ~ II>'~ ICVB)~ 5 :Q: I '/,
~ .", _~ 1) TYP.i LINE (Typ. ------- (Typ) Ii MLP (TYP.)
/ L11 0. S FHA I-- 4 CONC. s/w I. Ii
,/ ,-L / ICVa.
,/ 6"WELL SN&D c, G I c:EJ u/G STORM ~ /{UITYP) 11 -?"f 3
,/ CASING .....s....~. 2 10: LINE (TYP.) . ~ ~~
ICVB(3) SIR <~.,..' 4 QJ'~ e ~:Q:
,/ ~--v - Dr "- GRASS 4 ~
L 1 ~~\ ,,<i;\ 1 , ~ - _;0 ---....... P
,/ <..:~ " " ~ P 5'X6'TRANSFORMER - - ~ 8 ~ Tlr-... /'
,/ <v.p<(O. N 4 x6.5 METAL TANK h II m -1 J? --./
,/ /'s- /.~<V~'O~' ~ ON 6'x6' CS 6'W;~~~~ - - "-' ELEC. POST f I ~ ~ . ;~ 2 - "'---E/P
'<( ":> 0'</ ~ - -..;;; --= ;01 Z l' ,"/ (NO CURB)
V <(-. ~. . ---= ~I' ASPH. /07
, ..~~." \9' . ELEC. POSTS (2) ......p t::J:::: p~ C\J, DRIVE _ _ =- ~ ~
-( ..: DRY ,I J y. -
S /'" G ~ .--DETENTION.~ 6WF U/G P;ol Ii \
~ CONTROL.' POND 10' WATER U/G T..../"' I U/G UTILITY SPEED LIMIT
'.' ~~ STRUCTURE. rU/c T EASEMENT .---1 VAUL T SIGN
J *~ . u/G GL---........... (O.R. 9369, PG. 774) _~ ___ ~8" WATER LINE
ZONED LMDR ~ ~ ~ll.... / - \
U/G WL ~T w T' W T G G G G \ G ~
wr W w W /' _ _ 'w~
. I ./ 1" Fi1wsRTf"
J TELEPHONE CABLE T /
END OF FENCE, 16.0' N. SIGN ~ /' F Ic, 5.9' S.
I
I
I
(SOUTH R/W LINE OF 2ND STREET EAST
-f TELEPHONE BOX 11
"0 - ON C/S\ ;0
~>-I OHW ~ 1 --
10~~N
\ ~ ,--------- FIR 1/2"
(LB 3913)
5' CONC. s/w IS 1.1'
OFF PROPERTY LINE
(ALSO KNOWN AS UNION STREET)
STREET )
/A S P HAT T
CLEAR
o
2ND
EAST
~
r.-
I ..
-~-
~
.{)I-lW
ef
U/C GL~
OHW ~----fZ5
5 CONC. S
."
10
OHW
.,
-;:-
..:
~
3:
1---11--- THERE IS A 4' CONC. S/W
ON PROPERTY LINE
f3' p~
('
~
SEWER EASEMENT
(O.R.8824, PG.1518)
I I
r-;o~ U/G GL
1, I
o
SCALE:
1 "=60'
....-----
60
120
--.......;
;0 -----WEST R/W LINE OF SOULE ROAD
6' HIGH BRICK WALL (TYP.)
--! ~ THERE IS A 4' CONC. s/w
0.1' OFF PROPERTY
o
.--....
2
:;t ;0
n
~
o
n
w
I
, }-E/P
k ~~S SIGN
"en
n
i'-
o
~;o I
/
BUILDING NAMES
& ADDRESSES
SKILLED NURSING CENTER
2770 Regency Oaks Boulevard
Clearwater, FL 33759
~;o
f--
f--
ELEe. BOX- -
(TYP. )
<C
133.3'
99.9'
(
o
<(
o
0:::
o ,,,, {
~
MODEL CENTER
2720 Regency Oaks Boulevard
Clearwater, FL 33759
<>
;0
REGENCY NORTH
2751 Regency Oaks Boulevard
. Clearwater, FL 33759
NOSTALGIC VILLAGE
Addresses Not Assigned
U/G WL
REGENCY SOUTH
2701 Regency Oaks Boulevard
Clearwater, FL 33759
f--
o
z
;0
;0
. _______E. BOUNDARY OF THE NE 1/4
r-- OF THE NW 1/4 OF SEC. 5,
TWP. 29 S, RCE. 16 E
SIR I
WEST LINE OF THE NE 1/4 :
OF THE NW 1/4 OF SEC.5 ______________d. d. .
Ir----
o
~ --"
F ~
3:'<;j-
n
<> NI
N
b
;00
(/) ~U/G GL
.........
b'
THERE IS A 4' CONC. S/W
0.2' ON PROPERTY
".,/
I
W
-.J
::>
o
I(f)
;0
03J ~
t--
-r----WEST R/W LINE OF SOULE ROAD
0...
'-
<> ;o,~
J.
,'-: .,
(
'"
DRY
DETENTION
POND ~
;0
. '
.'.
',..--::{
<>
SIR
.. i:;.;,
o
;', '....,.
w
'I
'I
'I
'I
// Phase II A/E
//, O.R. 8824, Pg. 1518
{/
:?
:?
~
J
M.E.S. (TYP.)
/
\;
/ "/:i";
/
,,'-. ".: /
/ ':';
f--
/
r'. ',/ -, ;;
f--
. ....
\;.: . ....
~: . /.'. ,,'
.'.',", :/.
<C
:(
""
I
0, VB"
,,/
U/G WL
I
~
D-
TOP OF
BANK (TYP.)\
U/G GL~ \
G J-=G G ,,-
-
THERE IS A 4' CONC. S/W
0.3' OFF PROPERTY
r 6' WOOD FENCE
1 G G
<>
>,;. ~'-.
)
..?
;0
POINT OF COMMENCEMENT
THE SE CORNER OF THE NE
1/4 OF THE NW 1/4 OF SEC.S
(RR SPIKE-FOUND)
N89.39'20"W
33.00'
.... .
G
(/
V
G
G
W
W
W
--
w1-
l4 OHW I ""'WPP 4 DHW J,;C~:5,T S. W~ l.~ OHW
~ 6~2q ~~~~ 4' CHAIN A
LINK FENCE ------- 1\
I
WPP'S, OHW'S, CLF'S
ARE ALL SOUTH OF LINE
UNLESS NOTED OTHERWISE
POB - TRACT A
FCM 4"x4" (NO I.D.)
W
w
-
,
'" :,:,(, ".,
.Jr."':':'
I ,-,;
, --"
I
I
I
THE ELKS
PB 95, PG 90
SIR
, w- WPP
-e.-
~'~
N89.39'20"W(D) 1311.05'(0)
N89.39'31 "W(M) 1310.89'(M)
10' WATER ESMT.
(OR 9369, PG 774)-
";'::'. .,:
N89.39'25"W(M) 0/ A
1343.96'(M) 0/ A
1344.05'(0) O/A
-SOUTH LINE OF THE NE 1/4
OF THE NW 1/4 OF SEC. 5-29-16
ROBINWOOD SUBDIVISION FIRST ADDITION
PB 61, PG 38
f--
o
z
ROBINWOOD SUBDIVISION
PB 52, PC 99
DESIGN BY:
DRA WN BY:
N/A
INC.
FOR:
ZARRA BOYD,
OAKS
TOPOGRAPHIC
REGENCY
BOUNDARY &
rA :1-'
CLEARWATER
LAND
COMPANY
JVE
SURVEY
TRACT
A
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
EB 6002
lB 6472
REVIEW BY:
JLB
QC BY:
JLB
"'
..oil
/"
VICINITY MAP
"
McCormick Dr.
0)
..-
-+J
CD
CD
'-
-+J
(/)
-c
c
N
Union St.
IJ1:- ---- Sit e
g Location
0::
Q)
::3
o
(f)
-t~
l:I=:
vS
:::) Sunset Point
Road
I'
PROPERTY DESCRIPTION
"'"
PROPERTY DESCRIPTION: TRACT A
Being a portion of the Northeast I/., of the Northwest 1/., of Section 5, Township 29 South, Range 16
East, Pinellas County, Florida and being more particularly describt'd as follows:
COMMENCE at the Southeast corner of the Northeast 1/., of the Northwest If.. of said Section 5;
thence N.89039'20"W., along the South line of the Northeast 1/., of the Northwest Ya of said Section 5,
for 33.00 feet to the POINT OF BEGINNING; thence continue N.89039'20"W., along said South line
and along the Northerly boundary lines of ROBIN WOOD SUBDIVISION, ROBINWOOD
SUBDIVISION FIRST ADDITION and THE ELKS, as rl'corded in Plat Book 52, page 99, Plat
Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pine lias County,
Florida, for 1311.05 feet to the Northwest corner of aforesaid plat of THE ELKS; thence
N.00048'56''E., along the West line of the Northeast Ya of the Northwest Ya of said Section 5, for
1336.20 feet to the Southwest corner of the plat of LAKE CHAUTAUQUA EST A TES, as recorded
in Plat Book 90, page 22 of the Public Records of Pinellas County, Florida; thence S.89042'36"E.,
along the North line of the Northeast 1/., of the Northwest ~ of said Section 5 (being the basis of
bearings of this description), same also being the South boundary line of aforesaid LAKE
CHAUT AUQUA EST A TES, for 630.00 feet to the point of intersection with the Westerly right-of-
way line of 2ND STREET EAST; thence S.00002'32"W., along said Westerly right-of-way line, for
30.00 feet; thence S.89042'36"E., along the South right-of-way line of said 2ND STREET EAST and
along a line 30.00 feet South of and parallel to the North line of the Northeast % of the Northwest 1/.,
of said Section 5, fOl- 670.63 feet to the West right-of-way line of Soule Road; thence S.00022' 34"W.,
along said West line and along a line 33.00 feet West of and parallel to the East line of the Northeast
~ of the Northwest % of said Section 5, for 1307.39 feet to the POINT OF BEGINNING and
containing 39.61 acres, more or less.
LESS AND EXCEPT THEREFROM:
TRACT B
COMMENCE at the Southeast corner of the Northeast 114 of the Northwest 114 of said Section 5;
thence N89039'20"W, along the South line of the Northeast 1/4 orthe Northwest 1/4 of said Section 5,
also being the northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD
SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat
Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County,
Florida, for 1015.80 feet to the POINT OF BEGINNING; thence continue along said line
N89039'20" W, for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence
NOo048156"E, along the West line of the Northeast 114 of the Northwest 1/4 of said Section 5, for
337,03 feet; thence N37022'44"E, for 392.31 feet; thence N07057'17"E, for 29.55 feet; thence
S42051 '57"E, for 57.73 feet; thence S34036'08"E, for 119.85 feet; thence S440JS'25"E, for 107.76
feet; thence S33040'06"E, for 80.61 feet; thence S44016'55"E, for 158.55 feet; thence S28042'43"E,
for 45.96 feet; thence S14010'34"E, for 82A8 feet; thence S63033'50"W, for 19.88 feet; thence
1'129031'38"\,"" for 78.31 feet; thence S47045'44"W, for 328.30 feet to the POIl\'T OF BEGI~NIJ\'G,
and containing 5.84 acres, more or less, (254,507 square feet, more or less).
TOTAL NET AREA EQlrALS 33.77 ACRES, MORE OR LESS (1,471,097 SQUARE FEET,
MORE OR LESS)
\...
.....
,--LINE TABLE
1. N37"22'44~E 392.31'
2. N07"57'17"E 29.55'
3. S4T51'57~E 57.73'
4. S34.36'08"E 119.85'
5. 544.35'25"E 107.76'
6. S33.40'06~E 80.61'
7. 544.16'55~E 158.55'
8, 528.42'43"E 45.96'
9. 51410'34"E 82.48'
1 O. S63.33'SO.W 19.88'
,1. N29.31 '38"W 78.31'
12. S47"45'44"W 328.30'
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
T U/G T = UNDERGROUND 1ELEPHONE LINE
P U /G P = UNDERGROUND POWER LINE
'TV U /G TV = UNDERGROUND 1ELEVISION LINE
W U/G WL = UNDERGROUND WATER/FIRE LINE
G U /G GL = UNDERGROUND GAS LINE
s U/G S = UNDERGROUND SEWER LINE
I' LAND SURVEYOR CERTIFICATION
.....
The undersigned hereby certifies to the parties listed hereon that (a) this
survey is true and accurate and was made on the ground under my
supervision as per the field notes shown hereon and accurately shows the
boundary lines, dimensions and area ofthe land indicated hereon and each
individual parcel thereof indicated hereon; (b) all monuments shown hereon
actually exist, and the location, size and type of such monuments are
accurately shown; (c) this survey map accurately shows the size, location and
type of all buildings, structures, other visible improvements and visible items
on the subject Property; (d) this survey map accurately shows or notes the
location and dimensions of all alleys, streets, roads, rights-of-way, easements,
building setback lines and other matters of record of which the undersigned
has been advised affecting the subject Property according to the legal
description in such easements and other matters (with instrument, book, and
page number indicated); (e) except as shown or noted hereon, there are not
visible (1) improvements, known easements or rights-of-way, party walls,
drainage ditches, streams, uses, discrepancies or conflicts, (2) encroachments
onto adjoining premises, streets, or alleys by any of said buildings, structures,
01" other visible improvements, (3) encroachments onto the subject Property
by buildings, structures, or other visible improvements on adjoining
premises, or (4) encroachments on any known easement, building setback
line or other restricted area by any buildings, structures or ot.her visible
improvements on the subject property, (1) the subject property abuts or has
access to a dedicated public street or road as shown hereon, and (g) meets the
minimum technical standards set forth by the Florida Board of Land
Surveyors pursuant to Section 472.027, Florida Statutes and Chapter 61G17-
6 Florida Administrative Code.
1
tHA j D v'Z-B/O .?
Jac~~.: yd I (date signed)
Pnjfessi al Land Surveyor #3000
Sta Florida
\...
t.t t>Va."'/~
3 11/30/02
2 10/08/02
, 9/27/02
NO. DA TE
\a..I.oe.\ b......K-W~,.t" po~~. P.e..\c::...Ioe.\ Po^d~
Modify Building Names/Tabulate Addresses
Add Esmt. & Update Zoning Designations
Modify Descriptions & Drawing Per Various Comments
REVISIONS
s~~
JVE
JVE
JVE
BY
JOB NO: #'031
DATE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
SHT 2 OF 7
DESIGN BY;
DRAWN BY:
REVIEW BY;
QC BY:
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SEWER EASEMENT (OR 5301, PG 321)
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CITY OF CLEARWATER U/G SEWER LINE
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CENTER OF MANHOLE IS 11.3' E.
OF BOUNDARY LINE
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INC.
ZARRA BOYD,
OAKS
TOPOGRAPHIC
REGENCY
BOUNDARY &
JVE
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
EB 6002
LB 6472
TRACT
B
JLB
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VICINITY MAP
Site
Location
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PROPERTY DESCRIPTION
PROPERTY DESCRIPTION: TRACT B
Being a portion of the Northeast 1/4 of the Northwest 114 of Section 5, Township 29 South, Range 16
East, Pinellas County, Florida and being further described as follows:
COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence
N89039'20"W, along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, also being
the northerly boundary lines of ROBIN WOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIR.~T
ADDITION and THE ELKS. as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book
95, page 90, respectively, ofthe Public Records of Pine lIas County, Florida, for 1015.80 feet to the POINT
OF BEGINNING: thence continue along said line N89039'20"W, for 328.25 feet to the Northwest corner
of aforesaid plat of THE ELKS; thence NOoo48'56"E, along the West line of the NOl1heast 1/4 of the
Northwest 1/4 of said Section 5, for 337.03 feet; thence N370:22'44"E, for 392.31 feet; thence
N07057'17"E, for 29.55 feet; thence S42051'57"E, for 57.73 feet; thence S34036'08"E, for 119.85 feet;
thence S44''35'25''E, for 107.76 feet; thence S33040'06"E, for 80.6l feet; thence S44016'55"E, for 158.55
feet; thence S28042'43 "E, for 45.96 feet; thence S 140l 0'34 "E, for 82.48 feet: thence S63033' 50"W, for
19.88 feet; thence N29031 '38"W, far 78.3l feet; thence S47045'44"W, for 328.30 feet to the POINT OF
BEGINNING, and containing 5.84 acres, more or less, (254,507 square feet, more or less).
BUILDING NAMES
& ADDRESSES
SKILLED NURSING CENTER
2770 Regency Oaks Boulevard
Clearwater, FL 33759
LINE TABLE
1. N3T22'44"E 392.31'
2. NOT57'17"E 29.55'
3. S42.51'57"E 57.73'
4. S34.36'08"E 119.85'
5. S44.35'25"E 1 07.76'
6. S33"40'06"E 80.61'
7. S44.16'55"E 158.55'
8. S28.42' 43"E 45.96'
9. S14.10'34"E 82.48'
1 O. S63"33'50"W 19.88'
11. N29.31'38"W 78.31'
12. S4T45'44"W 328.30'
MODEL CENTER
2720 Regency Oaks Boulevard
Clearwater, FL 33759
REGENCY NORTH
2751 Regency Oaks Boulevard
Clearwater, FL 33759
NOSTALGIC VILLAGE
Addresses Not Assigned
REGENCY SOUTH
2701 Regency Oaks Boulevard
Clearwater, FL 33759
UNDERGROUND UTIUTY
U/G = UNDERGROUND
U/G
U/G
U/G
U/G
U/G
U/G
LEGEND
T
T - UNDERGROUND TELEPHONE LINE
P - UNDERGROUND POWER LINE
TV - UNDERGROUND TELEVISION LINE
WL - UNDERGROUND WATER/FIRE LINE
GL - UNDERGROUND GAS LINE
S = UNDERGROUND SEWER LINE
P
TV
W
G
S
LAND SURVEYOR CERTIFICATION
The undersigned hereby certifies to the parties listed hereon that (a) this
survey is true and accurate and was made on the ground under my
supen'ision as per the field notes shown hereon and accurately shows the
boundary lines, dimensions and area ofthe land indicated hereon and each
individual parcel thereof indicated hereon; (b) all monuments shown hereon
actually exist, and the location, size and type of such monuments are
accurately shown; (c) this survey map accurately shows the size, location and
type of all buildings, structures, other visible improvements and visible items
on the subject Property; (d) this survey map accuratel)' shows or notes the
location and dimensions of all alleys, streets, roads, rights-of-way, easements,
building setback lines and other matters of record of which the undersigned
has been advised affecting the subject Property according to the legal
description in such easements and other matters (with instrument, book, and
page number indicated); (e) except as shown or noted hereon, there are not
visible (1) improvements, known easements or J'ights-of-way, party walls,
drainage ditches, streams, uses, discrepancies or conflicts, (2) encroachments
onto adjoining premises, streets, or alleys by any of said buildings, structures,
or other visible improvements, (3) encroachments onto the subject Property
by buildings, structures, or other visible improvements on adjoining
premises, or (4) encroachments on any known easement, building setback
line or other restricted area by any buildings, structures or other visible
improvements on the subject property, (1) the subject property abuts or has
access to a dedicated public street or road as shown hereon, and (g) meets tht'
minimum technical standards set forth by the Florida Board of Land
Surveyors pursuant to SectioI1472.027, Florida Statutt's and Chapter 61G17-
6 Florida Administrative Code,
Jac L. B yd (date signed)
Pro . al Land Surveyor #3000
State of Florida
't 01 t.Jf
3 11/30/02
2 10/08/02
1 9/27/02
NO. DATE
L...b.....t b......... k- \.J E~\ po,,-c\ ~~- \.....Ioe.l 0 f'\d~
Modify Building Names/Tabulate Addresses
Add Esmt. &: Update Zoning Designations
Modify Descriptions & Drawing Per Various Comments
REVISIONS
.:TL..B
JVE
JVE
JVE
BY
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: 1" = 60'
FILE: DWG NAME
SHT~OF l
12.1
11.0
12.2
22.6
52.0
14.8
4.6
7.5
3.3 UNLESS
OTHERWISE
NOTED
FIVE STORY
MASONRY
BUILDING
#2751
NOTES
16.0
14.8
18.8 14.7
14.8
18.7
14.7
I')
~
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12.
Type of Survey: Boundary Survey 61GI7-6.002(8)(b) & Topographic Survey 61GI7-6.002(8)(l) Florida
Administrative Code & AL T A.
Bearings shown hereon are based upon an assumed datum utilizing the bearing of the North line of the Northeast 1/4
of the Northwest 1/4 of Section 5 as being S89042'36"E.
AU visible improvements (with the exception of sprinkler heads) on or immediately adjacent to subject property have
been located and shown hereon.
Unless otherwise noted, all bearings and distances were measured l\ithin an acceptable accuracy tolerance with their
described value. The boundar")" measurements and the improvement locations shown hereon were obtained utilizing a
standard field traverse, which met or exceeded the minimum accuracy requirements associated with this type of
suryey.
Underground improvements have not been excavated and mapped. The location of any underground improvements
shown hereon are based upon maps, plans and visible evidence.
There are no visible encroachments, either way across the property lines, unless shown or denoted hereon.
A review of Flood Insurance Rate Map #125096 0010D dated August 19,1991 indicates subject property lies within
Flood Zone X (unshaded), which is an area outside the 500 year flood plain and is NOT considered a flood hazard
area
There is a ten (10) foot wide City of Cleanvater water easement lying five (5) feet on each side of water facilities
within subject property pursuant to the instrument recorded in Official Records Book 7227 on page 417 of the Public
Records of Pinellas County, Florida.
There is a City of Clearwater ingress-egress easement over subject property for refuse and garbage collections and
City of Clearwater service and utility vehicles pursuant to the instrument recorded in Official Records Book 7227 on
page 417 of the Public Records of Pinellas County, Florida.
There is a ten (10) foot wide Florida Power Corporation easement lying five (5) feet on each side of the centerline of
their facilities within subject property pursuant to the instrument recorded in Official Records Book 7477 on page
1429 of the Public Records of Pinellas County, Florida
The easements granted by the instrument recorded in OR 7781, pg. 1746 were also granted by the instruments
recorded in OR 7781, pg. 1757; OR 9641, pg. 443; OR 10062, pg. 1333; OR 10379, pg. 425; OR 10658, pg. 1147; OR
10873, pg. 30;OR 11201, pg. 509 and OR 11660, pg. 1463, all of the Public Records of Pinellas County, Florida
The Memorandum of Agreement recorded in Official Records Book 10647 on page 799 impacts the overall project
site LESS the 1.95 acre property described in the instrument recorded in Official Records Book 7781 on page 1746
(being the EXHmIT A propert)" contained therein), the 6.34 acre property described in the instrument recorded in
Official Records Book 8824 on page 1518 (being the EXHIBIT B property contained therein) & the North 30 feet of
the West 630 feet of said overall project site.
The structure within Tract B has an address of 2770 Regency Oaks Boulevard, Clearwater, Florida 33759. In Tract
A, Regency North has an address of 2751 and Regency South has an address of 2701.
Property shown hereon as being zoned I (Institutional) has minimum building setbacks of 25' in front, 20' in rear &
10' on sides. Property shown hereon as being zoned LMDR (Low Medium Density Residential) has minimum building
setbacks of 25' in front & 10' in rear and on sides. Property shown hereon as being zoned P (preservation) can be
used for recreation/entertainment purposes with the setbacks being 25' in front, 15' in rear & 10' on sides.
This survey map and report are not valid without the signature and the original raised seal of a Florida licensed
surveyor and mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are
prohibited without the written consent of the signing party or parties.
This survey map and report were prepared utilizing Title Commitment 41137895CA (as to Tract A) & Title
Commitment 41137896CA (as to Tract B), both having an effectiye date of January 6, 2003 and issued by Johnson,
Blakely, Pope, Bokor, Ruppel & Burns, P.A. as agent for Commonwealth Land Title Insurance Company.
'"
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24.3
1.
2.
3.
53.7' 4.
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6.
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12.1
FIVE STORY
MASONRY
BUILDING
#2701
9.
12.2
;..,
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10.
40.0'
iCj
REGENCY
NORTH
11.
DETAIL itA"
SCALE: 1"=50'
13.
14.
Ir r-:", 47.9
GO .
GO
15.2
6.4
l<:
-' ONE STORY
-<
~
0 MASONRY
z BUILDING
0
0 "?
0 iD #2720
....
It:
....
>
0
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32.1
U ~ 8.6
01
31.0
CONC. S/W
15.
CONC.
PATIO
16.
0.7 MASONRY
SCREEN WALL
0.6
REGENCY
SOUTH
DETAIL tI E"
SCALE: 1"=30'
DETAIL .. e"
SCALE: 1"=50'
MODEL
CENTER
CONC. PAllO ARfA ~
(NOT COVERED) ~
I
I
~ AREA~
UNDERGROUND UTILITY LEGEND
u/G = UNDERGROUND
T U/G T - UNDERGROUND TELEPHONE UNE
P U/G P - UNDERGROUND POWER LINE
5.0x5.0 TV U/G TV UNDERGROUND TELEVISION UNE
CONC. SLAB
61.8 74.0 W U/G WL - UNDERGROUND WATER/FIRE LINE
a
.0 G U/G GL UNDERGROUND GAS LINE
N -
clC 4.3
0 CIC S U/G S = UNDERGROUND SEWER LINE
.0
4.3
a 0
.0 .n
'" 74.0 N
clc
46.7
ONE STORY
MASONRY
BUILDING
#2770
co
c.j
,...
PLANTER
9.0
on
en
"!
28.8
7.0
ONE STORY
MASONRY
BUILDING
,...
~
'"
CD
~
'"
LEGEND
ABBREVlA TlONS: SYMBOLS:
POC = Point of Commencement AVE. = Avenue ICVB = Irrigation Control Valve Box
POB = Point of Beginning A/E = Access Easement L/A = Landscape Area
!~1 W Cable Television '" Guy Wire Anchor
= Calculated Data BFP = Backflow Prevenier LST = Landscape Timber
= Data per Description BM = Benchmark M/B = Metal Bollard C2l Backflow Preventer 'tf Hydrant
= Measured Data BLDG. = Building MH = Manhole 0 Irrigation Control Valve
= Platted Data 0 Blowoff
= Set C.O. = C1eanout MW = Monitor Well @ Metal Power Pole
clc = Covered Concrete MLP = Metal Light Pole ~ Curb Inlet
SEC. = Section CIS = Concrete Slob NTS = Not to scale x:x Metal Light Pole
DB = Deed Book CATV = Coble Television O/A = Overall 121 Concrete Light Pole lei Power Control Box
OR = OffIcial Record Book
PB = Plat Book CBS = Concrete Block Structure O/H = Overhang 0 Clean out @ Sanitary Manhole
CBW = Concrete Block Wall OHW = Overhead Wires
CPB = Condominium Plat Book P/8 = Plastic Bollard lID Concrete Power Pole @ Storm Manhole
Pg.(s) = page(s) CLF = Chain Link Fence
MOL = More or Less CLP = Concrete Light Pole P/L = Property LIne . Concrete Monument -,,- Sign
+/- = Plus or Minus (more or less) CMP = Corrugated Metal Pipe PVC = Polyvinyl Chloride Pipe ~ Flared End Section
Ac. = Acres Cone. = Concrete R.E. = Rim Elevation ill Telephone Control Box
ESMT. = Easement CPP = Concrete Power Pole R/W = Right-of-Way ... Flood Light 8 Gas Valve
LB/EB = Corporate Certificate Number DCVA = Double Check Valve Assembly Recl. = Reclaimed l><I Gate Valve e Well
L.S. = Professional Land Surveyor DIM. = Dimension RWGV = Reclaimed Water Gate Valve
<t = Centerline DIP = Ductile Iron Pipe RCP = Reinforced Concrete Pipe E3 Grote Inlet iii Water Meter
FD = Found Dia. = Diameter 8"RW = B- Retaining Wall @ GTE Manhole r4 Wood Power or Light Pole
FN&D = Found Nail elk Disc E/P = Edge of Pavement .S/C = Siamese Connection ... Wood Sign Post
FIR = Found Iron Rod elk Cap EL. = Elevation SID = Satellite Dish '-+-7 GTE Sign
5/B" (LB 6472) unless noted ELEC = Electric s/W = Sidewalk
FPP = Found Pinched Pipe ERCP = Elliptical Reinforced Concrete Pipe SAN. = Sanitary
FOP = Found Open Pipe elk Cap F/C = Fence Corner ST. = Street
PCP = Permanent Control Point FF = Lowest Floor Elevation TCSB = Traffic Control Signal Box TREES:
FCM = Found Concrete Monument FGF = Fiberglass Fence TOE = Toe of Slope
N/F = Corner Not Found FHA = Fire Hydrant Assembly TaB = Top of Bonk "* Arbor Vitae
I.D. = Identification FM = Force Main TW. = Typical 0 Bush - Unless Noted Mimosa
SN&D = Set Nail & Disc (LB 6472) FPC = Florida Power Corporation U/G = Underground Ii
SR&D = Set Rivet elk Disc (LB 6472) GE = Grate Elevation ~~ = Vertical Curb . Camphor 0 Oak
SIR = Set Iron Rod r/B" & GV = Gate Valve = Vitrified Clay Pipe * Cedar + Orchid
Cap (LB 6472 GTE = General Telephone W/F = Wood Fence
N/s = Corner Not Set G/I = Gross Island W/W = Wingwall + Chinaberry -;>( Palm
N/C = No Cap WI.. = Water Line i(
(XXXX) = Corner Marking GI = Grate Inlet 'M...P = Wood Light Pole Bottle Brush A Pine
C6.15 = Top of Curb Elevation GWA = Guy Wire Anchor WM = Water Meter 0 Ear * Sycamore
E6.06 = Edge of Pavement Elevation H/R = Handrail WPP = Wood Power Pole
H/W = Headwall ..- Holly $ Unknown
HWF = Hog Wire Fence HCR = Handicap Romp WS = Wood Sign
BWF = Barb Wire Fence HYD = Hydrant WV8 = Water Valve Box 8 Ligustrum \1'1 Viburnum
Alc = Air Conditioning IE = Invert Elevation M/O = Metal Overhang
Ret. = Retaining ASPH. = Asphalt MPP = Metal Power Pole
MES = MItered End Section Cov, Pkg, = Covered Parking
24.0
11.5
21.0
'"
.0
~
"82"
14.6
14.0
6.0
'"
..;
'"
Clc
17.7
4 CONC.
SIDEWALK
clc
1'x1' WOOD COLUMNS (1YP)
9.3
40.1
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v 70.7' 67.3'
12.7' ONE STORY
MASONRY
N BUILDING
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202.0'
5'x6' CIS
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4.0
3.2
5.2 ONE STORY
3.2 MASONRY
4.0 BUILDING
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~ 3.3
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MASONRY
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MASONRY
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26.1
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WITH DCVA
9.5 4'x6' cis 9.6
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23.2
2'x3' CIS
3'x3' cis
DETAI L .. B"
SCALE: 1 "=50'
DETAIL .. 0"
SCALE: 1"=30'
SKI LLED
NURSING
CENTER
NOSTALGIC VILLAGE
Addresses Not Assigned
REVISIONS
.:rL-e
JVE
JVE
JVE
BY
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: AS SHOWN
FILE: DWG NAME
SHT~OF l
DESIGN BY: N/A ZARRA BOYD, INC.
REGENCY OAKS
DRAWN BY: JVE
REVIEW BY: JLB Engineering, Surveying and Planning BUILDING DETAILS & LEGENDS
1480 Beltrees St., Suite 3, Dunedin, FL 34698 EB 6002
QC BY: JLB (727)738-9010 Fax: (727)733-0083 LB 6472
FOR:
CLEARWATER LAND
COMPANY
Y 01 2."1: a3
3 11/30/02
2 10/08/02
1 9/27/02
NO. DA TE
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CENTER OF MANHOLE
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DESIGN BY:
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INC.
REGENCY OAKS
UTILITY PLAN
Engineering, Surveying and Planning
1480 Beltrees St., Suite 3. Dunedin, FL 34698
(727)738 9010 Fax: (727)733 0083
EB 6002
LB 6472
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NO. DATE
VICINITY MAP
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U /G S = UNDERGROUND SEWER LINE (COLORED IN GREEN)
U/G P = UNDERGROUND POWER LINE (COLORED IN RED)
U/G TV = UNDERGROUND TELEVISION LINE (COLORED IN BROWN)
U/G WL = UNDERGROUND WATER/FIRE LINE (COLORED IN BLUE)
U /G GL UNDERGROUND GAS LINE (COLORED IN MAGENTA)
Modify Pond Labels & Label Top of Bank to West Pond
Modify Building Names
Add Esmt. & Update Zoning Designations
Modify Descriptions & Drawing Per Various Comments
REVISIONS
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: 1" 60'
FILE: DWG NAME
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ZARRA BOYD,
FOR:
INC.
REGENCY OAKS
STORM DRAINAGE & IRRIGATION COMPOUNDS PLAN
Engineering, Surveying and Planning
1480 Beltrees St.. Suite 3. Dunedin. FL 34698
(727)738-9010 Fax: (727)733-0083
EB 6002
LB 6472
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DESCRIPTIONS
Propert). Description: North Inigation CompoIDld
A parcel of land l)'ing within the Northeast 1/4 ofthe Northwest 1/4 of Section 5,
Township 29 South, Range 16 East, PineUas County, Florida and being further
described as follows:
Commence at the Southeast comer of the ~ortheast 1/4 of the NOl1:hwest 1/4 of said
Sedion 5; thence N89"39'20"W along the South line of the Northeast 1/4 of the
Northwest 1/4 of said Section 5, for 646.12 feet; thence NOOO20'40"E, for 1257.09
feet to a point on the northed)' edge of the thirty foot wide access easement and the
POINT OF BEGINNING; thence along said easement edge the following two (2)
courses; (1) thenc.e N78"02'44"W, for 28.63 feet; (2) thence N00"47'03"E, for 43.94
feet to the South right-of-way line of 2nd Street East; thence along said right-of-way
line S89042'36"E, for 34.76 feet; thence S08025'44"W, for 50.23 feet to the POINT
OF BEGINNlNG and containing 1,481 square feet, more or less.
Propel1y Description: South liTigation Compound
A parcel of land lying within the Northeast 1/4 ofthe Northwest 1/4 of Section 5.
Township 29 South, Range 16 East, Pinellas County, Florida and being further
desel'ibed as follows:
Commence at the Southeast corner of the Northeast 1/4 ofthe Northwest 1/4 of said
Section 5; thence N89039'20"W along the South line of the Northeast 1/4 of the
Northwest l/4 of said Section 5, for 617.09 feet; thence NOo020'40"E, for 73.45 feet
to the POINT OF BEGINNING; thenet.' N79052'04"W, for 32.71 feet; thence
N61 015'20"\V, for 36.81 feet; thence N59023'49"W, for 36.64 feet; thence
N30030'40"E, for 31.30 feet to a point on the southerly edge ofthe thirty foot wide
access easement; thence along said easement edgt' tht' following two (2) cOUl'Ses; (1)
thence S50053'50"E, for 36.03 feet; (2) thence S79002'42 "E, for 60.51 feet; thence
leaving said southerly edge 811 045'23"W, for 35.59 feet to the POINT OF
BEGINNING and containing 3,185 square feet, more 01' less.
PROPERTY DESCRIPTION: Dry Detention Pond 10
A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5,
Township 29 South, Range 16 Ea511, Pinellas County, Florida and being further
described as follows:
Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said
Section 5; thence N89"39'20"W along the South line of the Northeast 1/4 of the
Northwest 1/4 of said Section 5, for 702.40 feet; thence N()()020' 40" E. for 615.09 feet
to the POINT OF BEGINNING; thence N89048'29"W, for 280.70 feet; thence
N35007'42"W, for 63.31 feet; thence N40047'22"E, for 64.30 feet; thence
S88019'01" E, for 76.67 feet; thence S89056'07"E, for 93.17 feet; tlu'nce
N58"34'15"E, for 81.54 feet; thence S73047'19"E, for 18.58 feet; thenc.e
S34006'57''E, for 17.80 feet; thence S16040'28"E, fol' 27.58 feet; thence
SOO"OO'OI"W, for 95.21 feet to the POINT OF BEGINNING, and containing 0.74
acres, more or less (32,041 square feet, more or less).
PROPERTY DESCRIPTION: Dry Detention Pond 20
Being a portion oftht' Northeast ~ ofthe North"l'eSt ~ ofSKtion 5, Township 29
South, Range 16 East, Pinella.'l County, Florida and being further described as
follows:
COMMENCE at tm Southeast comer of the Northeast Yl of the Northwest Yl of said
Section 5; thence N89039'20"'V along the South line ofthe Northeast Yl of the
l\' orthwest Yl of said Section 5 and along the ~ ortherl)-' boundary lines of
ROBIN\VOOD SrBDIVISION, ROBIN\VOOD SUBDl\lSION FIRST ADDITION
and THE ELKS, as recorded in Plat Book 52. page 99, Plat Book 61. page 38 and
Plat Book 95, page 90, respertively, offhe Public Records of PineUas Counry.',
Florida, for 1344.05 feet to the l"0I1hwest comer of afuresaid plat of TIlE ELKS;
thence .\'00048'56''E along the West line of the Northeast Ys offhe Northwest Y.t of
said Section 5, for 537.55 feet to the POINT OF BF.GINNI.\'G; thence continue
along said West line NOOO48'56"K for 494.96 feet; thence S65058'47"E, for 119.45
feet; thence S71012'32"E, for 28.25 feet; thence 821 "33'05"E, for 3037 feet; thence
S25016'12 "".~ for 34.28 feet; thence S1r54'13"W, for 66.35 feet; thence
S14"20'16"1<:, for 68.94 reet; thence S30003'56"E, fOl' 71.13 feet; thence S42050'55"E,
for 88.95 feet; thence Sl1 022'34"W, for' 11.86 feet; thence 837040'31 "\V, for 254.41
feet; thence N40036'25"W, fOl' 122.87 feet to the POINT OF BEGINNING, and
containing 1. 90 acres, more or less (82,736 square feet, more 01' less).
PROPERTY DESCRIPTION: Dry Dttention Pond 30
Being a portion of the Northeast '14 oftlle Northwest 14 of Section 5, Towmhip 29
South, Range 16 Fast, PineDas Comdy, Florida and being further described as
follows:
COJ\ThlIENCE at the Southea;;t comer of the Northmst 1;4 of the Northwest '14 of
said Section 5; thence N89<'3~20"W along the South line of the Northeast 1;4 of the
Northwest 1;4 of said Section 5, for 99.01 feet to the POINT OF BEGINNING;
thmce cmtinue N89"3~20ItW along said South line and along the Northerly
boundary lines of ROBINWOOD Sl.JBDMSION, ROBINWOOD SUBDIVISION
FIRST ADDITION and 'I1IE ELKS, as reconled in Plat Book 52, page 99, Plat
Book 61, page 38 and Plat Book 95, page 90, respectiveI)', of the Public I<<conls of
PineDas County, Florida, for 702.69 feet; thenc.e N42044'18"W, for 144.88 feet;
thmce N47"45'44"E, for 171.52 feet; thence S28"23'42"E, for 75.33 feet; thence
S42056'39"E, for tfl.57 feet; thence S77'31'09"E, for 1 07.55 feet; thence
S81005'26''E, for 113.96 feet; thence S83"24'47"E, tor 47.22 feet; thence
N80"34'31"E, for 79.00 feet.; thence N6O"54'08"E, for 68.33 teet; thenc.e
N41039'42"E, for 69.69 feet; thence N230SO'42"E, for 70.50 teet; thence
N04048'07"E, for 70.49 feet.; thence N10"06'03"W, for 66.04 feet; thence
N10"05'55"W, for 59.04 feet; thence S81"28'18"E, for 77.94 feet; thmce
S85013'40"E, for 103.27 feet~ thence SO(J'50'32"W, for 17135 feet~ thence
SOO"22'25"W, for2~86 feet; thence S42"21'42"W, for 46.39 feet to the POINT OF
BEGINNING, and containing 3.35 acres, more or less (14~964 square feet, more or
less).
CONTIGUITY CERTIFICATIONS
1. The South line of the Dry Detention Pond 30 property is also the South line of the Tract A
property and does NOT create any gaps, gores, overlaps or hiatuses.
2. The West line of the Dry Detention Pond 20 property is also the West line of the Tract A
property and does NOT create any gaps, gores, overlaps or hiatuses.
3. The South Irrigation Compound property and the Access Easement property that is shown
and described on Sheet 7 are contiguous to each other and do NOT create any gaps, gores,
overlaps or hiatuses.
4. The North Irrigation Compound property and the Access Easement property that is shown
and described on Sheet 7 are contiguous to each other and do NOT create any gaps, gores,
overlaps or hiatuses.
5. The North Irrigation Compound property and the right-of-way of 2nd Street East (also known
as Union Street) are contiguous to each other and do NOT create any gaps, gores, overlaps
or hiatuses.
6. The Dry Detention Pond 20 property lies entirely within the Tract A property. The
Southeasterly line of the Dry Detention Pond 20 property is also the Northwesterly line of
the Tract B property and does NOT create any gaps, gores, overlaps or hiatuses.
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
U /G T = UNDERGROUND TELEPHONE LINE
U /G P = UNDERGROUND POWER LINE
U/G TV = UNDERGROUND TELEVISION LINE
U /G WL = UNDERGROUND WATER/FIRE LINE
U/G GL = UNDERGROUND GAS LINE
U/G S = UNDERGROUND SEWER LINE
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Modify Building/Pond Nomes
Add E8mt. & Update Zoning Designations
Modify Descriptions & Drawing Per Various Comments
REVISIONS
JOB NO: #1031
DATE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
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PROPOSED 30' ACCESS EASEMENT
TRASH COMPACTOR AREA
&: ACCESS ROUTE
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DESIGN BY:
DRAWN BY:
REVIEW BY:
QC BY:
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30' ACCESS EASEMENT
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PROPOSED 30'
ACCESS EASEMENT
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TRACT A
33.77 Acres ::f:
VICINITY MAP
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c4 Sunset Point Road
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SCALE: 1 "=60'
UNDERGROUND UTILITY LEGEND
U/G = UNDERGROUND
T U/G T = UNDERGROUND TELEPHONE LINE
P U/G P = UNDERGROUND POWER LINE
TV U /G TV = UNDERGROUND TELEVISION LINE
w U/G WL = UNDERGROUND WATER/FIRE LINE
G U /G GL = UNDERGROUND GAS LINE
S U /G S = UNDERGROUND SEWER LINE
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DESCRIPTIONS
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Property Description: Access Easement
A thirty (30) foot wide strip ofland lying witbin the Northeast 1/4 of the Northwest 1/4 of
Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being that
property lying 15 feet on each side of the following described centerlines:
Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section
5; thence N89039'20"W along the South line of the Northeast 1/4 of the Northwest 1/4 of said
Section 5, for 33.00 feet to the West right-of-way line of Soule Road; thence NOo022'34"E
along said W est line and along a line 33.00 feet west of and parallel with the East line of the
Northeast 1/4 ofthe Northwest 1/4 of said Section 5, for 503.14 feet to a point hereinafter
referred to as Point" A"; thence continue along said W est line and said parallel line
NOo022'34"E, for 60.68 feet to POINT OF BEGINNING #1, with the sidelines of this portion
of the easement being lengthened or shortened in order to terminate at their intersection with
said line; thence S86003'31"W, for 36.23 feet; thence S69015'37"W, for 82.48 feet; thence
S88028'02"W, for 100.97 feet to a point on the easterly edge of the portion of this access
easement which is described below and being the POINT OF TERMINATION #2, with the
sidelines of this portion of the easement being lengthened or shortened in order to terminate
at their intel'section with said easterly edge which bears SOP04'29"W.
ALONG WITH:
BEG IN at the previously referenced and described Point" A" which will also hereinafter be
referred to as POINT OF BEGINNING #2, with the sidelines of this portion of the easement
being lengthened or shortened in order to terminate at their intersection with said West right-
of-way line and said parallel line ; thence S77046'24"W, for 34.56 feet; thence S69029'42"W,
for 63.03 feet; thence S85056'15"W, for 138.72 feet to a point hereinafter refernd to as Point
"B"; thence S02004'29"W , for 15.72 feet; thence S09000'51" E, for 96.17 feet; thence
S0504S'28"E, for 69.51 feet; thence S13024'52"W, for 65.32 feet; thence S30016'48''W, for
55.84 feet; thence S46049'35"W, for 59.77 feet; thence S65044'41"W, for 69.91 feet; thence
S85008'35"W, for 65.08 feet; thence N79002 '42"W , for 211.26 feet; thence N50053'50''W , for
50.31 feet; thence along lines being 15.00 feet northeasterly of and parallel with the
northeasterly boundary lines of Tract B the following seven (7) courses; (1) thence
NI4010'34"W, for 86.39 feet; (2) thence N28042'43"W, for 49.92 feet; (3) thence
N44016'55"'V, for 159.21 feet; (4) thence N33040'06"W, for 80.65 feet; (5) thence
N4403S.25"W, for 107.88 feet; (6) thence N34036'08"W, for 119.62 feet; (7) thence
i'\42051'57"'\V, for 60.81 feet; thence N6POO'20"W. for 29.35 feet; thence N43010'34"W, for
50.87 feet; thence N34041'57"W. for 31.18 feet; thence N25017'10"\'\I, for 37.97 feet; thence
:\'"09046.06"\\', for 66.78 feet; thence :\'"20023'J.t"E, for 69...2 feet; thence :\'39025'04"E, for
49.94 feet; thence N35038'50"E, for 31.31 feet; thence ]\;20021'57"E, for 57.48 feet; thence
Nllo08'1l"E, for 66,06 feet; thence N20045'51"E, for 66.68 feet; thence N38004'30"E, for
51.73 feet; thence N57031'53"E, for 69.61 feet; thence N77035'12"E, for 64.57 feet; thence
N89003'51"E, for 71.63 feet; thence S84005'59"E, for 73.06 feet; thence S79008'39"E, for
84.37 feet to a point hereinafter referred to as Point" e"; thence 878002 '44" E, for 224.93
feet; thl'nce S6r03'02"E, for 71.82 feet; thence S36023'S2"E, for 69.16 feet; thencl'
S12057'37"E, for 62.65 feet; thence S04050'36"E, for 77.11 feet; thencl' S23000'OI"E, for
88,40 feet; thence S23016'S3"E, for 137.33 feet; thl'nce S08"43'55"E, for 71.51 feet; thence
S08050'09"W, for 129.83 feet; thence S02004'29"W, for 110.41 fel't to the previously
referenced and described Point "B" also being the POINT OF TERMINATION #2.
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TRACT/' 'B
5.84 Acres ::f:
30'
ACCESS EASEMENT
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ALONG WITH:
BEGIN at the previously referenced and described Point "C" which will also hereinafter bl'
referred to as POINT OF BEGINNING #3; thence NOo047'03" E, for 56.13 feet to a point on
the South right-of-way line of 2nd Street East and the POINT OF TERMINATION #3 with
the sidelines of the easement area being lengthened or shortened to terminate at theil'
intersection with said right-of-way line, (and it's westerly extension), which bears
N89042'36"W.
Property Description: Trash Com pactor Area & Access Route
A tract of land lying within the Northeast 1/4 of the Northwest 1/4 of Section S,
Township 29 South, Range 16 East, Pinellas County, Florida and being further
described as follows:
Com mence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said
Section 5; thence N89039'20"W along the South line of the Northeast 1/4 of the
Northwest 1/4 of said Section 5, for 1002.61 feet; thence NOo020'40"E, for 1260.19
feet to a point on the northwesterly edge of the thirty foot wide access easement and
the POINT OF BEGINNING; thence S57031'S3"W along said northwesterly edge,
for 42.87 feet; thence leaving said northwesterly edge N67042'12"W, for 140.30 feet;
thence S58056'26"W, for 44.69 feet; thence S3r04'38" W, for 22.37 feet; thence
SI6009'2S"W, for 20.84 feet; thence S82025'36"E, for 21.25 feet; thence
806030'43" W, for 47.53 feet; thence N82011 '01 "W, for 51.91 feet; thence
N07012'4S"E, for 47.07 feet; thence S82031'06"E, for 6.37 feet; thence
N21048'OS"W, for 17.61 feet; thence NSoo34'17"W, for 11.87 feet; thence
N59001'29"W, for 42.75 feet; thence N30056'04" E, for 26.83 feet; thence
S63007'00"E, for 41.05 feet; thence N82022'OO"E, for 22.51 feet; thence
NS8033'26"E, for 38.97 feet; thence N70053'32''E, for 26.12 feet; thence
S87020'37"E, for 39.05 feet; thence S68006'40"E, for 138.14 feet to the POINT OF
BEGINNING, and containing 12,275 square feet, more or less.
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CONTIGUITY CERTIFICATIONS
CONTIGUITY CERTIFlCATIONS:
1. The Tract B property and the Access Easement property are contiguous to each
other and do NOT create any gaps, gores, overlaps or hiatuses.
2. The Access Easement property and the Trash Compactor Area & Access Route
property are contiguous to each other and do NOT create any gaps, gores, overlaps
or hiatuses.
3. The Access Easement property and the rights - of - way or Soule Road and 2nd Street
East (also known as Union Street) are contiguous and do NOT create any gaps, gores,
overlaps or hiatuses.
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N/A
INC.
FOR:
ZARRA BOYD,
OAKS
COMPACTOR
REGENCY
ACCESS & TRASH
JVE
Engineering, Surveying and Planning
1480 Beltrees St.. Suite 3, Dunedin, FL 34698
(727)738-9010 Fax: (727)733-0083
EB 6002
LB 6472
EASEMENTS
PROPOSED
JLB
JLB
CLEARWATER
'1 6 I z't 03
3 11/30/02
2 10/08/02
1 9/27/02
NO. DA TE
Lo.\o.e..-l b-..,..,lc:..- We.bT 0>'\ R~-lo..6e.l t>rcl.=.
Modify Building Names
Add Esmt. & Update Zoning Designations
Modify Descriptions & Drawing Per Various Comments
REVISIONS
.:rLb
JVE
JVE
JVE
BY
JOB NO: #1031
DA TE: FIELD: 8/30/02
SCALE: 1"= 60'
FILE: DWG NAME
LAND
COMPANY
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SHTloF l