FLS2003-07032, PLT2003-00007
FLS2003-07032
2400 VARSITY DR
VARSITY
PLANNER OF RECORD: JVS
ATLAS # 281B
ZONING: LMDR
LAND USE: RL
RECEIVED: 07/16/2003
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1.) BEARINGS BASfD ON THE NORm UNE OF THE SOUTHEAST 1/4 OF
SECTION 7 8flNG S. 89'59 "6 "C. (ASSUMED).
2.) CLEVATIONS SASEO ON PINELlAS COUNTY BENCHMARK "COURTNEY
S~ ELfVATION 25.06J.
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A porl of the Norlhwest One-quortlJr 0' the Southeast One-quarler of Section 7. Township
29 South, Range 16 Cost. Pineflos County, Florido; bemg furlher descri~d os follows'
From th~ NorlhwiI$t corne,. 01 he SouthiJO$t OM-quarter of soid Section 7. run thsnc.
5.89'59"6"E.. along the EO$t-Wi/st One-holf StlWtion Line. 8,'2 feet for the Point of
8(lginnin9: thenciI continue 5.89'59'16"(" 010n9 l'he Eost-Wellt One-half Section LiM,
49739 'Ht: them:. 5.oo'00'44"w., 600.00 f..,: thence N.89'59'16"W, 502,95 fe.t;
t~ce N.OO'32'JS"c. 600.0,.l feet to thil point 0' &ginning.
AND
Parl of the Norlhwltst 1/2 of the 50':the081 1/4 of Section 7, Township 29 South, Range
16 fast, Pinellos CC>lJnty, Florida. 'urlfler dftscriNd 0$ follows, From the NorlhwiJst
corn.r co, Ihe SC>lJtheost 1/4 01 soid StK.tion 7, run S.89'59'16"C, along the Eosl-West
one-half si/clion line. 8 12 fHt: Thence S. 00 'J2 'J5 "w" 6OO,OJ filet; th.nc. South
89'59"6'1:.. 21160 !nt to th" Point of &ginning: thence contmlJ~ 5.89'59'16"E.,
291,35 feet, thence S.OO'OO'44"w.. 7162 'eet: (h.ne" 5.89 'SJ'J 1 t. 165.52 'Ht;
it,tlnce 5.00'48'51 "W., 461.96 'HI: thence N.89'47'4S'W" 484.16 leet, t"'&nce
N. OJ'J8 '27 "E.. 5JJ28 fHt to the Point 01 Beginning.
Lf. SS
A pare./ of land in the Southeast 1/4 01 S.ction 7, Township 29 south, Rang. 16 €ost,
Pine/loll County, rlorida, descri~ os follows: Commence at the Norlh.ost comer of Lot
"5, COLLEGC HILL ES7'ATES SU8DMSION, <1IJ r.cordN in Plot 8o0k 64, pogtt 4..
of the Public Ree01Yl' of Pineflos County, Florida: thenee N.OJ'J8'27-E.. <1lo(l(} the fost
lintl of lJoid subdivision, 8,' I fHt to I,.,. point of Beginning; thMee conti"lIe
N.OJ'J8'27"C.. 52.00 fHt to th" NorlhNlJt com~ of Varsity Drive: '''''nee
5.89'59 '16"E., 90.J2 'Ht: thence 5.00'25 '52"E" 11.28 fHt: ther'lce S,$9'5J'J 1 t.,
J66,86 fHt: thence 5.00'48"'''''., 461.96 IHt; thenCfl N.89'4,'4'''w.. 48'.01 f.,t;
th~nce N. OJ 'J8'27"€., along thtt East line of said COLLEGE HILI. ESTATES ond ,ls
southerly (llCt.nSion, 0 distance of J6J.61 'Ht; th,ne. S. 86'21'46 't. , 42,45 !Ht: thence
N.oo '25 'S2"W., 120.00 IHt: thence N.89'S1'06"W., J4.00 'HI to thiJ Point of
Beginning,
Ii( ,
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SVRI>f')Qtj' 'S CDiFlFlCA TE
I HEROJY CERTIFY: THA T THe SKETCH or THe AmXE/) SVRI<('Y HER€ON
RCPRCSEHTS AN AC1UAL SUkIt'Y MADE fJN(.tDlllr OfIlECTION ANO THAT TO THE
BEST OF II)' 1(NO>>Ut)(;E AN/) BtUU THERE ARC NO ENCROACHMENTS EXCEPT
AS 1.WSTlfATED HlREON AN/) THAT THIS I€r
TECHNICAl STANfWIO$ SCT rOR TH BY Fl fJ(.Wf()
SlH\'\f"1l:W$ AND ~ IH CHAPTCR (;11 FI. ~
PlJRSUANT TO SEC~ 472.027 R.O'WA fA1UTF;.
SEC. 7
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CHECKED BY:
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SCALE: DATE:
1" = 40. 8/21/98
PARTY CHIEF:
BROOKS
FIELD BOOK: 48GX
PAGE: 48GX
CAD FILE:
98037.0WG
.JOB NUMBER:
980.37,00
SHEET
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SEC. 7, TWN. 29 S, RNG. 16 E.
PINELLAS COUNTY, FLORIDA
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LEGAL DESCRIPTION:
A PART Of TI-fE NORTI-l'M:ST ONE-QUARTER Of TI-lE SOUTHEAST ONE-QUARTER OF SECTION 7,
TOVtNSHIP 29 SOU1H, RANGE 16 EAST, P1NELLAS COUNTY, flORIDA: BEING FUR1HER DESCRIBED AS
FOLLOWS:
FRO~ TI-lE NORTI-l'M:5T CORNER Of 1HE SOU1HEA5T ONE-QUARlER Of SAID SECTION 7, RUN TI-lENCE
S89'59'16"E, ALONG TI-fE EAST - VlST ONE -HALF SECTION UNE, 8.12 FEET FOR 1HE POINT OF
BEGINNING: 1HENCE CONTINUE S89'59'16"E, ALONG "!HE EAST-'IlST Oi"lE-HALF SECTION UNE, 497.39
FEET; THENCE SOO'OO'44"W, 600,00 FEET; THENCE N89'S9'16"W, 502.95 FEET; 1HENCE NOO'32'35"E,
600.03 FEET TO TI-lE POiNT OF BEGINNING,
AND
PART Of TI-fE NORTI-lVtE5T 1/2 Of TI-lE SOUTI-lEAST 1/4 Of SECTION 7, TOWNSHIP 29 s001H, RANGE 16
EAST, PINELLAS COUNTY, flORIDA, FURTI-fER DESCRIBED AS FOLLOWS: FROM 1HE NORTI-l'M:ST CORNER
OF 'THE SOU'THEAST 1/4 OF SAID SECTION 7, RUN 589"59'16"E, ALONG TI-lE EAST-Vl{ST ONE-HALF
SECTION UNE, 8.12 FEET; "!HENCE SOO%32'3S"W, 600.03 FEET; "!HENCE 589'59'16"[, 211.60 fEET TO
TI-lE POINT Of BEGIt-t'NING; 1HENCE CONTINUE S 89"59'16"E, 291.35 FEET; THENCE SOO'OO'<<"W, 71.62
FEET, TI-lENCE S89'53'3,"E, 165.52 FEET; THENCE SOO'48'5'''W, 461.96 FEET, TI-lENCE N89'47'45"W,
484.16 FEET; 'THENCE N03'38'27"E, 533.26 FEET TO THE POINT Of BEGINNING,
LESS
A PARCEl Of LAND iN TI-fE SOUTliEAST '/4 Of SECTION 7, TOVtNSHIP 29 SOU 1H , RANGE 16 EAST,
PINELLAS COUNTY, flORIDA, DESCRIBED AS FQLOWS: COMMENCE AT TI-lE NOR"!HEAST CORNER OF LOT
45, COLLEGE HILL ESTATES SUBDIVISION, AS RECORDED IN PLAT BOOK 64, PAGE <<, Of THE PUBUC
RECORDS OF PINELLAS COUNTY, flORIDA: TI-IENCE N03'38'2tE, ALONG 1HE EAST UNE Of SAID
SUBDIVISION, 8.11 FEET TO 1HE POINT OF BEGINNING; THENCE CONTINUE NOS38'27"E, 52.00 FEET TO
THE NORTI-lEAST CORNER OF VARSITY DRIVE; 1HENCE S 89"59'16"E, 90.32 FEET; TI-fENCE 500'25'52"[,
71.28 FEET; TI-fENCE 589'53'31"E,366,86 FEET; TI-fENCE SO<r48'51"W, 461.96 FEET; TI-IENCE N89'
41'4S"W, 485.01 FEET; THENCE N03'38'27"E, ALONG 1HE EAST UNE Of SAID COLLEGE HILL ESTATES
AND ITS SOU1HERL Y EXTENSION, A DI5T ANCE Of 363.61 FEET; 1HENCE 586'27' 46"E, 42.45 FEET;
THENCE NOO'25'5tW, 120.00 FEET; 1HENCE N89'57'06"W, 34.00 FEET TO "!HE POINT Of BEGINNING,
CONTAINING 314561.93 SQ. FT. OR 7.221 ACRES M.O,L.
1 inch '""' 000 ft.
BEARINGS BASED ON DEED, EAST UNE OF PARCEL, AS NOTED.
FIRM lONE:
!HE ABOVE DESCRI8ED PROPERTY APPEARS TO BE IN ZONES C, B & A4
(B.F.E, = 26), IN ACCORDANCE ~1H TI-lE FIRM MAP Of PINELLAS COUNTY, COMMUNITY PANEL NO.
125139-0126-C, MAP REVlSED JJNE 1, 1983.
PREP ARED FOR: TOM HEIRONIMUS
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V'lL " U11J1'f
\Ill ~ \\000
.. " \\I'jOO FENC[
\If Q I,ROOGIIT iRilN fIN(I
MT = "T!fSS
WRf = WoRE ffiQ
WI Q \YATER V~~
, ,-
N.E.. COR. LOT -4-5 (P.O.B.)
N0J38'27"E
8.11'R
502.91't.l (O/A)
502.95'R (O/A)
S89"59'16"E 291.35' R
4' \lIlf ~ $89"53;11"E
O,15'E. ,~'
0_22's x
LEG END
o - OAK TREE
6. - PALM TREE
o - CHERRY lORAL TREE
. - JACARANDA TREE
A - CAMPHOR TREE
. - MAPLE TREE
G .- 'MLLOW "fREE
!!::. - CHINA BERRY TREE
o - PINE "fREE
00 - 1ILEPHONE PEDESTAL
r8I - VtELL
.. ABBRfM nONS MAY .AlSO BE C~CA lENA TED AS REOOfRED,
~~ ono COMMOIt.Y RECOGNIZED AND/OR ACCEPTED ABBREVIATIONS ARE ALSO UTIUZED BUT NOT ~EClFlEO HEREON.
GENERAL NOTES
1. Uru:SS 01HERVlISE STATED. THE PRtPERTY Il:SffilPTION SHOWN HEREON WAS PRO-"'DED BY lHE CUENT, OR (liEN,s
DESIGNATED AG:NT.
2. UNOCRiIDJND NPRQ\QINTS, lNQUDlNG BUT NOT LHTED TO BUlOOfG FOUNDATIONS, HA'vf NOT BEEN LOCATED
EXtlPT AS SHOWH faON,
1 INACCfsstli AOO\{ ~ lMPOO\QINlS (E.G. BUIlDING O\ffiHANGS, THOSE VlITIiiN SECURED AREAS, ETC.), HA\{
NOT BEEN LOCATED EXCEPT AS SHOYm HEREON.
4, UNLESS OMRti ~TATED, 1HIS SUIMY WAS PREPARED 'MTIiOUT 1lt: fBfJIT CJ" A TInE SEARQi AND NAY BE:
SU8.ECT TO N.01IONAl EA5Uf.:HTS. R!QiT-(f-WAYS, AND OntER NAllERS (f RECORD.
5. THERE ARE NO -..,SIBtE ENmOAOO.ENTS, EX<lPT AS SHOWN HtRE<Ji
6, OCCAl& (f 1lt: POSSI8IUTY (f MO\fl.IENT (f TtE LtOOUMENTATION FTlOY ITS ORIG1H.Al PlACOAf1H BY PERSONS
OTHER lHm M: SUR\('(()R, IT IS ff:COldMENDED '!HAT PRIOR TO ANY NEW IACPRO\O.fEHTS ON THE PROPERTY
1lt: POSITiON (f THE ~A 11~ BE ';f]fIED,
7. IJ/tlAUTHORIZED COPIES NfJ/OR REPROOUCTiONS \111\ ANY MEDIUM (J' TIiiS OOCUYENT OR ANY POR1IONS TIifRECJ"
,~ E>>'RE~Y PROHIlJTED VlIniOOT M: ~ING SUR\{'fOR'S \ftTTEN COl<<HT,
8. BASS (f BEARINGS IS PlAT, UNlESS OMR'MSE SHOWN OR STATED,
9. AU. lUllING llES, PR<PERTY MARKER LOCAn~S .00 OrnER ~l[ !W'RO'SIENT LOCATIONS SHOWN HEREON ARE
IlASlJRE:D ~ TO ADJACENT BOONDARY UtEs, U1USS OlHER'MSE SrATED,
R.OOO lM !ISlGNATION AND/OR R.OOD ZM LHS (f ANY) SHOWN HEREON HA\{ BEEN SCAlED FROM 1lIE
REfEREN(E) h4AP Al'() ARE APPROXNAIE. H 'TIM: flOOl) ZM Ulf:S MUST BE DE~NED BY AN ENGINEER.
11-IS SUR'..o DOCS NOT OCn:RM1NE OR IlIIPL.Y O~,
12. TIm MAY BE AOOtTlONAL RE51R1CTIONS, EA'D4EHTS OR OlliER WAlTERS (J' RECORD lHAT ARE NOT SHOWN
HEREON THAT IIAY BE FOUND IN M: PUBUC RECOODS (f THIS COUNTY.
11 lHIS PARa:l. IS lNQUDED AS PART (f 1lIE SECOHD PARAGRAPH {J' 'THE LEG.Al DESCRIP~ PRO\.,DED, AND IS
PLANNiNG DEPA(~TMENT ~~~i~~PE~~: ~~~ ;~~~=: ~~r:s lNNO~~~~~ ~~oF
CllY OF CLEAr:~WATER TIiiS SUR\fY. THE TRUE OWNERSHIP {J' 1HlS PAlm WAY 1m TO BE: \(Rm THROUGH A TIRE SEARCH.
00
~I
rt,.
I~
r~
RECe\VEDlO.
11.
JUl 1 6 2003
BOUNDARY SURVEY
JOO NUMBER: 030296
DRAWING FIlE: 030296,O~
LAST REVISION: N A
----"---~.._--1li_
LB 1834
DATE 9JRVEYEO: 5-28-2003
DATE DRA~: 5-31-2003
X REfERfJa: N A
GEORGE A. SllJJLP n
tfND ASSOClATES,JNCORPORATED
LAND SURVEYORS UNO PlANNERS
331 f IJ,Sfl1'O B()l1ll'lI.BIJ, SUI7'1 j)
l'itK IlL-UOIl, /'tIJIV.P.J ,1IG89
!JlQ/f1 (127) rll-SIII'O 7/7) ?IB-US'
LEHI
LEGAL DESCRIPTION:
A PART OF THE NORTHWEST ONE-QUARTER OF THE SOUTHEAST
ONE-QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA: BEING FURTHER DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF
SAID SECTION 7, RUN THENCE S89059'16"E, ALONG THE EAST-WEST
ONE-HALF SECTION LINE, 8.12 FEET FOR THE POINT OF BEGINNING:
THENCE CONTINUE S89059'16"E, ALONG THE EAST-WEST ONE-HALF
SECTION LINE, 497.39 FEET; THENCE SOooOO'44"\N, 600.00 FEET;
THENCE N89059'16"W, 502.95 FEET; THENCE NOo032' 35"E, 600.03 FEET
TO THE POINT OF BEGINNING.
AND
PART OF THE NORTHWEST 1 /2 OF THE SOUTHEAST 1 / 4 OF SECTION 7,
TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA,
FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF
THE SOUTHEAST 1/4 OF SAID SECTION 7, RUN S89059'16"E, ALONG
THE EAST-WEST ONE-HALF SECTION LINE, 8.12 FEET; THENCE SOO
%32'35"W, 600.03 FEET; THENCE S89059'16"E, 211.60 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUE S 89059'16"E, 291.35 FEET;
THENCE SOooOO' 44"W, 71.62 FEET, THENCE 589053' 31 "E, 165.52 FEET;
THENCE SOo048'51"W, 461.96 FEET, THENCE N89047'45"W, 484.16 FEET;
THENCE N03038'27"E, 533.26 FEET TO THE POINT OF BEGINNING.
LESS
A PARCEL OF LAND IN THE SOUTHEAST 1 / 4 OF SECTION 7, TOWNSHIP
29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED
AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT 45,
COLLEGE HILL ESTATES SUBDIVISION, AS RECORDED IN PLAT BOOK 64,
PAGE 44, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA:
THENCE N03038'27"E, ALONG THE EAST LINE OF SAID SUBDIVISION,
8.11 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N030
38'27"E, 52.00 FEET TO THE NORTHEAST CORNER OF VARSITY DRIVE;
THENCE S 89059'16"E, 90.32 FEET; THENCE SOo025'52"E, 71.28 FEET;
THENCE S89053'31"E, 366.86 FEET; THENCE SOo048'51"W, 461.96 FEET;
THENCE N89047'45"W, 485.01 FEET; THENCE N03038'27"E, ALONIG THE
EAST LINE OF SAID COLLEGE HILL ESTATES AND ITS SOUTHERLY
EXTENSION, A DISTANCE OF 363.61 FEET; THENCE S86027' 46"E, 42.45
FEET; THENCE NOO"2S'S2"W, 120.00 FEET; THENCE N89"S7'06"W, 34.00
FEET TO THE POINT OF BEGINNING.
CONTAINING 314561.93 SQ. FT. OR 7.221 ACRES M.O.L.
FIRM ZONE:
THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONES C, B &
A4 (B.F.E. = 26), IN ACCORDANCE WITH THE FIRM MAP OF PINELLAS
COUNTY, COMMUNITY PANEL NO. 125139-0126-C, MAP REVISED JUNE
1, 1983.
H
HUNT PR
P E RTY
...
DR.
FLOR'DA
VARSITY DR. AT OBERLIN
CLEARWA TER,
FOR
THOMAS HEIRONIMUS, LLC
631 POINTSETT A
BELLEAIR, FLORIDA
INDEX OF SHEETS
--
C-1
C-2
C-3
C-4
C-5
C-6
C-7
COVER SHEET
DEMOLITION PLAN
HORIZONTAL CONTROL
PAVING, GRADING, & LANDSCAPE
UTILITY PLAN
SANITARY DETAILS
DRAINAGE DETAILS
CIVIL DETAILS
SCIENTISTS &- ENGINEERS, INC.
--
INFRASTRUCTURE DESIGN - ENVIRONMENTAL SCIENCE
"PROFESSIONAL SITE ENCINEERINC AND BUILDINC DESICN"
EB8501
1280 HEATHER RIDGE BOULEVARD
DUNEDIN, FLORIDA 34698
Phone: (727) 738-9025 Fax: (727) 738-9505
PROJECT
d'
~
."
<)tP'
-
VICINITY MAP
1
pAl1lf111l
SHARKEY
~ NORlMN
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to. '" ClE'IEL\ND i j
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LOCATION MAP
NOT TO SCALE
COX""LR"",
~
WARNING
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CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL"
1-800...,432-4770 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS
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PINEL_LJ\S
29 S,
COU N TY,
RNG. 16
FLORIDA
E.
UNPLA TTEO
ALIGATOR CREEK
P.O.C.
N, W. CORNER OF THE
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LEGEND
o - OAK TREE
b. - PALM TREE
o - CHERRY LORAL TREE
Ii - JACARANDA TREE
~ - CAMPHOR TREE
'* - MAPLE TREE
[;] - WILLOW TREE
& - CHINA BERRY TREE
o - PINE TREE
OJ - TELEPHONE PEDESTAL
lEl - WELL
24' -UPRC01EO
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286
FLOOD ZONE LlI~ES
235
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BCIJ11,
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r" 241 ~'
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9 248
~ 249
~q.. 250
245
240
247
ZONE C
LOT 47
LOT 46
11'
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COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
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S89'53'11"E
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15' PIPES SOUTH & EAST
S89'53' 31"E
165.52'R
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COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
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DATE
6/5/03
LOT 44
PROJECT NO.
02007
DRAWING NO,
C=-1
LOT 43
S89'47'45"[
484.16'R, 485.orR
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00
SEC. 7, TWN. 29 S, RNG. 16 E.
PINELLAS COUNTY, FLORIDA
UNPLA TTEO
ALIGATOR CREEK
P.O.C,
N.W. CORNER OF THE
S.E. 1/4 OF SEe 7-29-16i (S89i.i;?8"E
~ P.O.s.
497.39'R __ - , _
---- h /:= - _ __ -.,
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51 TE AREA
PROJECT AREA
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING BUILDING
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LMDR - RESIDENTIAL
- 314,561 SQ. FT. (7.22 AC,)
- 314,561 SQ. FT. (7.22 AC.)
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PROPOSED SIDEWALK
PROPOSED BUILDING & DRIVES
PROPOSED OPEN SPACE
- 31,450 SQ. FT.
- 10,240 SQ. FT.
- 96,000 SQ. FT.
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P,B. 64, PAGE 44 I
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INVERT.OF STRUCTURE EL. = 19.62' ~1' " LOT 45 8.11'R ~:~'N: 1/2" FIR
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02007
6>> GATE VALVE
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484.16'R, 48S.01'R
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M.H. DIAMETER TABLE
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.SECTION T ~ T
NOTE;
PIPE SHALL BE CONTINUOUSLY SUPPORTED FOLLOWING
BACKFILL. THE MAXIMUM BELL HOLE EXCAVATION WILL
BE AS SHOWN.
EXCAVATION AT PIPE BELL
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DATE
6/5/03
PROJECT NO,
02007
DRAWING NO.
C==5
Lr'
1/8"J
I- 'i/2"
3/8"
1/2"
PROFILE VIEW
- PROJECT CONSTRUCTION YEAR
TOP VIEW
NOTES:
1/4"
OPTIONAL: ONE RETAINING
BAR ACROSS CENTER
MAY BE USED IN LIEU
OF TWO CORNER BARS
3/16" X 1-1/2"
GALVANIZED STEEL BAR
3/4"
TO BE PAID FOR AS
CURB AND GUTTER
TO BE PAID FOR AS
CURB AND GUTTER
PLAN VIE\!
NTS
4'-0'
GUTTER
TRANSITION
CURB
4'-0'
GUTTER
TRANSITION
CURB
iA
I
VARIES
3'-6' MIN
5'-0' I~AX
4'-0'
\,lING
re
rn riE
11
r-'- B
I
I
I
I
I--
(6) ADDITIONAL DIAGONAL
#5 BARS AS SHO'w'N, \
(TOP SLAB ONLY)
5 8" GALVANIZED STEEL BAR D ET AI L
EXPANSION ANCHORS
OR LEAD SHIELD WITH
STAINLESS STEEL LAG BOLT
PLAN VIEW
GRATE RETAINiNG BAR
(SEE BAR DETAIL)
STORM SEWER COVER
GRATE
RETAINING BAR
PROPOSED PAVEMENT
MEET & MATCH EXISTING
(SEE NOTES #5 & #6)
1 1/2" (MIN) ]
-1
L
-J
1 '
4" (MIN)
-J " I~:'" 2' ~
\
I
CONCRETE 1
(SEE NOTE #1) \
/ ~~
/~/'< \
y"'Y \
<~/\
0\
L__
>.':'~, -F, "'\' ';':':.'"'2' l' L
I I 0Ci'
TRENCH I ~ "'/~"'/
BACKFILL ,f- "/ / /
(SEE NOTE #2) J ~ '\<~ ~
VARIES / t;j >/~ '/
~ .e "(/ '"
PROP !C/J ~/~/
~ PIPE [r2 / <(
- ~
, l' (TYP)
--------7-r-71 /
~/.::; ~
6" BEDDING MATERIAL
#57 CRUSHED STONE
AS DETERMINE:D 8Y
THE ENGINEER
ALTERNATE 1
7"[~]7"
.:'1$: ::. . .... ,.....
L36"~
VALLEY GUTTER
SECTION A-A
I
3'-0"
L
NOTE:
1. SURFACE OF PAVEMENT SHALL BE 1/4" ABOVE LIP
OF GUTIER.
2. 1/2" EXPANSION JOINT (AS SHOWN) AND CENTERLINE
OF SIDE STREET, WITH (SAWCUT) FI~LSE JOINTS EVERY
10', LONGITUDINALLY. (SEE SECTION 520 OF THE FOOT
STANDARD SPECIFICATIONS).
f .4. .!o
:.... .' .... '. ~. "
. .... . '. '1'.
~ . .1>., .
':"
':'.:";7-- 2' I 2' J
NOTES /"'~;v'll TRENCH r~" "
/ '" " BACKFILL " "
1. FOR ALTERNATE 1, USE 3000 PSI HIGH, EARLY-STRENGTH CONCRETE OR OTHER '>-- /,:/'>-- (SEE NOTE #2) f- >/
APPROVED HIGH STREHGTH FAST-SET MATERIALS. '<'/ A:\ VARIES ~ "(/
2. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 100% OF y~/~"'\ /t;j"'Y/~'"
MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. (FLOWABLE FILL OPTION IS SUBJECT V'/: ,,<< ,,1 ~ ~ '(/
TO ENGINEERS APPROVAL). TEST REPORTS ARE REQUIRED AND SUBMITIED TO PINELLAS COUNTY. '-.;'\."')~""\ I \\~~~f It] "" ~
3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 98% OF MAXIMUM / / -(/'l" \ LS [cr
DENSITY AS DETERMINED BY AASHTO T -180. (TEST REI"ORTS ARE REQUIRED). /" "" \ ;>
/. " /" \ JI l' (TYP)
4. AS AN ALTERNATIVE TO COMPACTED BASE AND IN WET AREAS, FULL-LIFT PC-2 OR PC-3 / L__ -,,-----,-------
ASPHALTIC CONCRETE SHALL BE PLACED IN 2" COMPACTED LAYERS, NOT LESS THAN 6" THICK. ' ",,,",' '" ""-
5. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE SAW-CUT AND ALL SURFACES TACK COATED. 'l >::: ""-
6. SURFACE SHALL BE CONSI$TENT WITH EXISTING SURFACE AND THICKNESS WITH MINIMUM OF 6" BEDDING MATERIA
1 1/2" ASPHALT PAVEMENT, IN ACCORDANCE WITH PINELLAS COUNTY SPECIFICATIONS. #57 CRUSHED STONE
AS DETERMINED BY
7. OVERLAY OF CONSTRUCTION SCARS TO PAVEMENT AND TRENCH SHALL BE REQUIRED AS THE ENGINEER
DIRECTED BY THE ENGINEER OR INSPECTOR.
8. EXCAVATION SHALL COMPLY WITH THE TRENCH SAFETY ACT REQUIREMENTS. ALTERNATE 2
PAVEMENT CUTS, EXCAVATION & RESTORATION
RADIUS
(AS SHOWN ON PLANS)
2'_0'.
PINELLAS COUNTY CURB &
GUlTER TYPE A (PC No. 1305)
1/2" EXPANSION JOINT
A
2'-0"
CONFIGURATION FOR
DIRECTION OF FLOW TO
SUIT FIELD CONDITIONS
GUTTER FLOW LINE
.-.......-.--......-.............----....---............................--...............................---........
"..........,
---------- ..-- - --- - - -. - - - - - - - - - - ~:~:~~~~:~:::::.~~~---- -
---.......---....
-,
--.J
A
L
~ I
~
VALLEY GUTIER
TRANSITION (MONOLITHIC POUR)
(TO BE PAID AS VALLEY GUTTER)
PU\N VIEW
VALLEY GUTTER & TRANSITION
F
L
FL
I \,IARP GUTTER T
L CONSTANT SLOPE
B (EACH S!DE)L L
CONSTAHT GUTTER SLOPE , D E
SINGLE \,lING
NOTES RC-3
1. SECTIONS 'A'-'A' AND 'B'-'B' ARE ON SHEET 2 OF 4.
2. SE;CTIoNS 'C'-'C', 'D'-'D', AND 'E'-'E;' ON THIS SHEET
SHO\,l TRANSITION FOR TYPE 'A' CURB AND GUTTER,
3, TRANSITION FOR TYPE 'F' CURB IS ON SHEET 4 OF 4,
4. SECTION 'F'-'F' I:S ON SHEET 3 OF 4.
5, RC-4 IS SYMMETRICAL ABOUT THE CENTERLINE.
6. RC-5 IS CoNSTRUlCTED VllTHOUT 'WINGS.
EP
2'-0'
4' t! CONC. SUPPORT POST
(A,S.T.M. D3034 P. V,C.
FILLED \,lITH CONCRETE>
Le
USF 1266-BJ SLAB TYPE
RING AND COVER
I ~ 2'-0' = I
f
5' .
#5 EARS 6' D.C.
EACH \,lAY <TYP)
H :eARS 6' D,C.
EACH \,lAY (TYP)
SEE KEY DETAIL
ON SHEET 3 OF 4
PRE-CAST CONCRETE
OR CONCRETE
POURED IN PLACE
~
u..
Q
(I)....
W::r:
525:
<tw
>i:;l
x
1
6' FOR DEPTH TO 5'
8' FOR DEPTH GREATER THAN 5'
4' MIN.
f~
V ARIES
3'-6' MIN
7'-0' MAX
1
8' REINFORCED CONC SLAB
\,11#5 BARS @ 6' O,C. EACH 'WAY <TYP)
NOTES
SECTION A-A
NTS
14'
GUTTER TRAN ,
CURB
1'-0'
FL
15'
SECTION C-C
0' REINFORCED CONC.
SLAB 'w'/#5 EARS
~' 4' D.C. EACH \,lAY
I
I
I
3'-0'
13'
4' CONC.
SUPPORT POST
(A.S.T.M, D3034 P.V,C.
FILLED 'WITH CONC>
SECTION B- B
(VIE\,I THROUGH INLET BOX AND \,lING TRANSITIIJN)
1. RC'-4 IS SYMMETRICAL ABOUT THE CENTERLINE
2. RC-5 IS CONSTRUCTED \.IITHOUT \.lINGS
TO BE PAID FOR AS
CURB AND GUTTER
RC-4 IS SYhMETRICAL
ABOUT THE Cl
TO BE PAID FOR AS
CURB AND GUTTER
TRANSITION
TRANSITION
INLE \,lING
VARIES '- ,
TOP OF SLAB
___os
1'1-
3'-0' "-0
'-0' 3'-0'
FL
i
i
'- BOX ""\
4' CONC. EP
SUPPORT POST
SEE KEY DETAIL
ON SHEET 3 OF 4
SECTION F-F
NTS
NOTES
1. RC-4 IS SYMMETRICAL ABOUT THE CENTERLINE
2. RC-5 IS CONSTRUCTED \,IITHoUT \,lINGS
GENERAL NOTES
1. THESE INLETS FOR USE \,lITH PINELLAS COUt-rIYf'E 'A' CURB AND GUTTER,
AND \,lITH FDOT TYPE 'F' CURB croR USE 'WITH TYPE 'F', SEE DETAILS
FOR TYPE iF' CURB TRANSITION).
2. ~ OF INLETS SHOULD BE LOCATED AT PROPERTY LINES UNLESS
OTHER'w'ISE APPROVED.
3. COVER FOR ALL RE INFDRCING STEEL SHALL BE 2' MINIMUM,
4, SUGGESTED MAXIMUM INLET DESIGN FLO'w'S FOR 0.41. PROFILE GRADE AND 1/ 4'/FT.
CROSS SLOPE. '
RC-3' 4,5 CFS (3'-6' 'WIDTH) I 5,5 CFS (5'-0' \,IIDTH)
RC-4, 6,5 CFS (3'-6' v/IDTH) I 7,5 CFS (5'-0' \,IIDTH)
RC-5: 3 CFS (3'-6' \.I!DTH) / 4 CFS (5'-0' 'WIDTH)
5. INLETS SHALL BE CONSTRUCTED OF REINFORCED CONCRETE, AND MAY BE EITHER
PRECAST DR PoURE] IN PLACE,
6. CONCRETE SHALL BE CLASS II , 'WITH Fe' = 3400 PSI (MIN). (Fe' = 4000 PSI (MIN)
FOR TOP SLAB),
7. REINFORCING STEEL. SHALL BE GRADE 40, DEFORMED, AND SHALL CONFORM TO THE
REQUIREMENTS OF ASTi'>1 SPECIFICATION A 615 (GRADE 60 FOR TOP SLAB'>
8. '-/HEN INLET TOPS EXTEND INTO SIDE'w'ALK OR OTHER PAVED AREAS, THE FINISHED
SURFACE OF THE INLET TOPS SHALL CONFORM TO THE FINISHED GRADE
AND CROSS SLOPE OF THE ADJACENT SIDE'WALK OR PAVEMENT,
TO ACHIEVE THIS CONFORMITY THE DEPTH OF THE INLET SLAB MAYBE
INCREASED \,!HERE NECESSARY, AND/OR THE HEIGHT OF THE INLET SIDE
AND REAR \JALLS MAY BE INCREASED OR DECREASED AS REQUIRED.
Ho\,lEVER, THE THICKNESS OF THE INLET SLAB AT ANY POINT SHALL NOT
BE LESS THAN THAT SHD\JN IN THE PLANS, AND NO ADJUSTMENT SHALL BE
MADE TO THE DEPTH OF INLET OPENINGS OR THE HEIGHT OF THE TOP rRONT
EDGE OF THE INLET SLAB.
15'
9, UNLESS OTHER\,IISE NOTED, ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL
HAVE A 3/4' CHAMIFER.
10. FDOT TYPE 'J' BOTTOM t~AY BE USED \,lITH 'RC-3i, 'RC-4' AND 'RC-5' INLETS.
IN SUCH CASES THE STRUCTURE BOTTOM MAY :BE ROTATED AS DIRECTED BY
ENGINEER IN ORDER TO FACILITATE CONNECTIONS BET\.IEEN THE STRUCTURE
\,IALLS AND STORM SE\.IER PIPES,
11. INLET SHO\,lN IS TYPE 'RC-3' (SINGLE \,lING>. TYPE 'RC-4' (DOUBLE \,lING> IS THE
SAME AS 'RC-3', EXCEPT THAT IT IS SYM~1ETRICAL ABOUT CENTERLINE OF BOX, AND
RC-5 IS THE SAME, EXCEPT THAT IT IS CONSTRUCTED \,IITHOUT \.lINGS.
ADDITIONAL II 5 BAR ALONG
ENTIRE LENGTH OF NOSING
II 5 BAR
~^~' ------~ ----- ----a-
......, _._~_._._-.. ,..
~ ~ ~T -
1'-0'
4'
2'
NOSING DETAIL
NTS
6' \JALL
8' \,IALL
KEY DETAIL
NTS
IF
irn
L7D
r1~
2'-0'
l EP
.:~ -:; 17'
'4 -, ..
13'
l'/fT,
---=
SECTIOt\J D-D
SECTION C-C
NOTE
1. SECTIONS 'C'-'C' AND 'D'~'D' ON THIS SHEET
SHO\.l TRANSITION FOR TYPE 'F' CURB
.
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2" RAISED OR DEPRESSED
WEIGHT IDENTIFICATION NUMBER
BOTTOM VIEW
1. THIS COVER IS lJQI TO BE USED FOR SANITARY SEWER MANHOLES,
2. THIS COVER MAY BE USED WITH FRAME TYPE I, II OR III AS
DETAILED IN FDOT INDEX No. 201. THE ACTUAL FRAME TO BE
USED SHALL BE AS SPECIFIED IN THE PLANS.
3. MATERIALS AND FABRICATION SHALL CONFORM TO SECTION 425
OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STAI~DAR9
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
4. COVERS FOR UNDERDRAIN CLEAN OUTS SHALL BE LABELED UNDERDRAIN
AI~D NOT STORM SEWER.
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DATE
6/5/03
02007
DRAWING NO.
C=6
3'-4"
rr 5 3/4 "FRAME ~r 5 3/4" GRATE ELEV. = 25.00
t;t, UIIJII)]JJJ,uu
/': ~ ~ I 1\ WEIR ELEV, = 22,60
~':~' 3'-0" : :';j \ 3/16" THICK
,~.' '-:,'1'" '-ALUMINUM OR GALVANIZED
" . " ,'; L i STEEL OIL SKIMMER BAFFLE
.' 6" MIN.
,',.~ ':::" .----6" UNDERDRAIN PIPE
,'; · ____Pr
INV. ELEV. =22.25 ;:~ :' ( ) :',;, U.D. INV. ELEV. = 22,25
~6~~::~S~EC~~N~~S C~~~F~~~6S 3~". ::~:~>::;:' ;;:;'~:':,~~r~'. L:';,' BOnOM ELEV. = 22.25
CONCRETE SHALL MEET THE L
REQUIREMENTS OF ASTM C-478.
.. BOTTOM STEEL WALL STEEL
#4 @ 12" eTRS #4 @ 8" eTRS HORZ
BOTH WAYS #4 @ 12" CTRS VERT
2'_4"
~
~
tv;
c:::,
, II
F'<"\
J
STEEL GRATE
H-20 LOADING
ALTERNATE
CAST IRON GRATE
H-20 LOADING
NOTES:
FOR ADDiTIONAL DETAILS SEE FDOT
INDEX NO 201 & 232.
BOTTOM & SIDE STEEL IS GRADE 40
#4 BARS WIIH 2" COVER.
MAXIMUM DEPTH FOR THIS STRUCTURE
IS 13'.
MAXIMUM PIPE SIZE FOR 3'-0" WALL
is 24" CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-6" WALL
IS 42" CONCRETE PIPE.
3'-4 JJ
- . ,.. "..' ," /PLASTlC OR ST11NLESS STEEL
". ;,' '. .'., "~' " .. ,1 ,,: ':' ~,. ", ANCHOR de 3 8 ALUM. OR
," " ~. ,.,. '0:, ~.', ...' ...', '. STAINLESS S~EL BOLTS
::,,: .:~ """" (TYPICAL :5 EACH SIDE)
'q <I, '. ..
I,'. _
~
lr)
J
'<;j-
l" L2'-o"
,J~ 1/4'1
'"
.:::' ,I
Q~ "'l
1/ '
'*
N
~
F
o
'"
'.. .
" '
.'
;.~ ~ . ..
;': '~:~
.,': .,' .' : Y, '..~ .'of'" ~6 ~_ ,',
_ ~ ~~~ ',.~..~ .: 7.::. f'" ", :.~ .:~', I,.{~. ~ ~":' .
TYP
,
'1'1~
21.Ali
18" R.C.P.
SECJ1QH
MODIFIED FOOT TYPE E INLET
OUTFALL STRUCTURE DETAIL
NOT TO SCALE
1'-6"
l' -0" r NO. 57 ROCK WITHiN
MMOCO 45/45 FILTER
FABRIC ENVELOPE - NO
liMESTONE ALLOWED.
(NOT FILTER MEDIA)
(NO SOD)
2'-0"
FIL TER
MEDEIA
# 5 OR # 57 COARSE AGGREGATE
(NOT FILTER MEDIA)
TREATMENT-l
1/2" ELEV. = 23.60
BOTTOM ELEV. - 23.00
I %~~ d~!l/o'~lllg
v/ oOogoo~gooo~gg .
~ 0 ",,00 0000
~)!!
~
30 MIL. P.V.C. LINER
I
. '. '.~~..(....:.~:.::
;:-t::: '/~
-;" '(///////
~/..
INV.
= 22.25
.
..-
O'l
d
'"...
~:.,~"
~1...;:
~ 6" P.V.C. UNDERDRAIN
(MSHTO M-189)
CLEAN FILL
FILTER SAND DATA
CLASSIFICATION: SP (ASTM D-2487)-2CMjSEC
COEFFICIENT OF PERMEABILITY: 4.03 x 10
EFFECTiVE GRAIN SIZE: 0,25 mm
UNIFORMITY COEFFICIENT: 2.80
PERCENT PASSING #200 SIEVE: 0.3%
(THIS is FILTER MEDIA)
POND UNDERDRAIN DETAIL
NOT TO SCALE
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1..33LBS';FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
~ ~ EXIST.
~~ GROUND
U
EROSION CONTROL DETAIL
NOT TO SCALE
!-S' MAX.---I
r 1V
3' to \.
MI~N18"
1118.111
i.2"L.
'~
20'
~grIONAL-;;/A~
PO~TION Q
~ '-
> SILT
... FLOW 11
1111=1117) I1=Irn~lfTlSI1l3111=-
24"
12"
12"
3/4"R ~
~
...6 "I ," ,,C
~'
O'l
~. <1 . 'AJ'
'" -<1: 4 '&". <t; . A
. . J'. .
.to <: <!l
~ :::
.6olj,d ," ~'.6 cp
'" .:I ~
. .~,
. .14' .do'
, ~ '
TYPE uB~' CURB
NOT TO SCALE
/
~
( ')
( ~ ~ \1.
l..1/ M..:::f
I i: I
I ~)~ I
......?-~
1-= (2/3) --I
00-- DRIP LINE -<
HARDWOODS
, <,A ':' ',~" ,:;';i :.' .,' . ".~" /~,;,i:
.Ol ill <II ~~ il ,. ~~ <l.:l .... <' 4 </I. ,,' .", <Il .. . ",' '" .!l
.... .<l <\."
.<I,4.i (I' .:.... 4 : ~ ~ ..... ~ ~. ;. ,....., "'..l::o 4~" .~~ t.~' >4 <, .,. '
'" < '. ,'," "',1'0 MAX SLOPE = 12:1 ,,',... ,~~, 1
t., . ' ; " ,. ",.~, 'EXPANSION JOINT.
, , .' ~':,' . ,: ...' 1/2" PREFORMED .
TACTILE SURFACE , . ... JOINT FILLER. .
: '. 'H, , ". ~ ""(ALL AROUND)~' ,,',~
ACONST 4" THICK, '." ' ,~, · .,. 4,'~' '<, A
,COI~CRETE RAMP " ," . , . " . "
i'" " ',.' -~TD.J:'~' "j';'~~:~~ ,~
44" MIN
2/3 OF THE DRIP LINE
FOR HARDWOODS
FULL DRIP L,~
FOR PINE~ IfI I
__- --- r)\ r-- ___ -1
~f~O~ :><:: ---lilt--- ~ 1'-0.
(lYP) ~ -.... )'~/ t
1 ..-Ie ~ 'j lot . -...
- ;'] /,00 /'"
2" X 2" (lYP) ~ :-/ \ 4' TO 5'
RIBBON (SPACING)
..
'<i
I
"
2/3 OF THE DRIP LINE
FOR HARDWO~ODS
FULL DRIP LINE
FOR PINES
~ ~(~.~
V' f ....
1 ~ X 2" .>.
(MIN) t\- 2~ X 2~ (lYP)
"
PRINCIPLE POST
POSITION. CANTED
20" TOWARD F1.0W
FILTER FABRIC
EXIST.
GROUND
\f
I
j
->- ..
TACTILE SURFACES SHALL BE CONSTRUCTED BY
TEXTURING TO A DEPTH NOT EXCEEDING 1/8"
BY USE OF A TAMP OR ROLLER FABRICATED
WITH AN IMPRINT SURFACE OF EITHER 1" MESH
0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL
CRIMP). #6 EXPANDED METAL (STANDARD) OR
3 LB. EXPANDED METAL GRATING.
i___
- DRIP LINE ~
PINES
REQUIRED DISTANCES FROM TREE TRUNK
TYPE B BARRIER
TfPE A BARRIER
,,::':',,~~<.:, .'.:l~~~,r~~,,'
. .iI'''. ,~ '. ."
'l. .:4 .' ..t.~~
SECTION AA
3/4"R
I
SPECIAL NOTES:
1. NO TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR REMOVAL BY THE ENGINEER.
2. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES THAT ARE TO REMAIN.
3. ROOTS GREATER THAN 1" Dl.AMETER SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
4. TREE ROOTS OF 1" DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEATLY.
5. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY
TREE ROOTS SYSTEM.
6. lYPE-A BARRIER OR TYPE-B BARRIER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PlANS
OR AS DIRECTED BY THE ENGINEER. BARRIERS SHALL BE MAINTAINED IN PLACE UNTil REMOVAL
IS DIRECTED BY THE ENGINEER.
7. COST OF ALL TREE BARRICADES SHALL BE INCLUDED IN PAY ITEM 120-1100 (GRADING).
HANDICAP RAMP DETAIL
NOT TO SCALE
MEDIUM BROOM
FINISH CONC. WALK
CONSTRUCT IN 10'
LENGTHS
TIE-IN LENGTHS OF
8' MIN.-l0' MAX.
PROVIDE 1/4'
CONTROL JOINTS
@ 5' O.C. & 1/2"
BITUMINUOUS
EXPANSION JOINTS
@ 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
.
'. '
VARIES (SEE PLAN)
I'" SLOPE 1/4" PER FOOT i
IIlp:". .~ ......4'1.' :t>.,:-", ....d=1I1
1111 ilL IIII~
.
. '
FINISH GRADE TO
1" BELOW
EDGE OF WALK
COMPACTED FILL OR
UNDISTURBED SOIL
TREE PROTECTION DETAILS
NOT TO SCALE
CONCRETE WALK DETAIL
NOT TO SCALE
40'-0"
1'-0"---
5'-0"
5'-0"
2' -0" 2'-0"
10'-0"
10'-0"
2'-0" 2'-0"
~1'-0"
...., '.~ "
2.00% 2.00%
~ ....
Lo- '- CONC. VALLEY l- 1 1/2" TYPE PC-111 ..Q
CURB ASPHALTIC SURFACE COURSE
'- 4" CONCRETE
SIDEWALK
I """
4" CONCRETE-
SIDEWALK
L- UNDERDRAIN
(WHERE REQ'D.)
L-- 6" L1MEROCK BASE
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DATE
6/5/03
PROJECT NO.
02007
DRAWING NO.
C~7