FLS2004-06043 (2)
FLS2004-06043
715 S FT HARRISON AVE
AMSOUTH BANK,
PLANNER OF RECORD: MTP
ATLAS # 295B
ZONING: D
LAND USE: CBD
RECEIVED: 06/30/2004
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDD:
CLWCoverSheet
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,
INTERPLAN LLC
TREE INVENTORY
SEPTEMBER 21. 2004
TREE SPECIES TREE TAG # DBH (inches) CANOPY (ft.) RATING (1 = WORST. 5 = BEST)
Laurel oak 13 21 41 2
Laurel oak 14 16 21 1
Sabol palm 25 overall Qood health
Sabal palm 18 "
Saba I palm 20 "
Washintonia palm 13 "
Chinaberrv 15 19 38 1
Live oak 16 40 70 4
Sabol palm 13 overall Qood health
Laurel oak 17 9 13 1
Laurel oak 18 14 38 1
Laurel oak 19 33 51 2
Live oak 20 11 17 1
ManQo 21 29 34 1
Queen palm 10
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.
INTERPLAN LLC
, TREE INVENTORY
SEPTEMBER 21, 2004
TREE SPEaES -TREE TAG # DBH (inches) CANOPY (ft.) RATING (1 = WORST , 5 = BEST)
Laurel oak 22 14 34 1
Avocado 23 16 25 2
Laurel oak 24 12 34 3
Laurel oak 25 7 27 3
Laurel oak 26 13 32 3
Cherrv laurel 27 14 27 1
Laurel oak 28 7 18 2
Laurel oak 29 5 12 1
Laurel oak 30 4 10 1
Laurel oak 31 13 20 1
Laurel oak 32 8 21 1
Laurel oak 33 9 27 2
, Laurel oak 34 12 36 2
Laurer oak 35 13 26 .2
Sabal palm 14
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LEGEND
T.v./tI. ~ = UNDERGROUND CABLE THHfSION /tIARl<fR ~n. = UNOfRGROOND TELEPHONE PAINT lIM?/(
T.V.8. . = CABLE TELE'rfSION UlIUTY BOX T.U.B. 0- _ -T- __l!!l!:.o_ = AN'ROXllIATE L0CA1/(1I/ ex: lINDERGROONO
1'.1'." = POWER mE TELEPtlClE CABLE rl1l1 TELEPlI(l.If UlIUTY BOX
O.HL _______- = O'tfR1/ENJ UNES UNOERCROOND TELEPI/(JI/E CA&E rARNINC /tI,I,I?KER
c.P." = CWBrN,I,1/(1I/ mE (roWER/F'IIONf/C,I,IJ.E T.v.) T.P. .. = TELEPlI(JI/E POCE
Lp," = UGHT POCE r.o.AI. ~ = lINDERGROOND nBfR CX'TIC UNE WARNING /tIARI<ER
CLP." = CW8lN,I,lI(J1/ ~ UGHT PQf r.H. ..... 1/, , rwm :;0= UNDfRGROOND fTfJER CX'TIC LINE PAINT /tIM?/(
_l.J~_ -w- - -lU.I- '-= M'PROXI/JATE L0CA1/(1I/ ex: UNlJERGROOND r,l,TER
Gp," = GUY POCE rt UNE fIT/I nRE HYDRANT. r,l,TER VAL'tf .t ItIETER
/tiP. .. = /tiE TER PQf f. = rATER UNE PAINT /tIARK
E-- = GUY fIRE - -H-IU'__ -RWL ~mf- -= M'PROXI/JATE LOCAlI(JI/ ex: UNOfRa?OUNV REUSE rATER
f'Kl = ELECTRIC UTILITY BOX (1I?,I,NSfffiIIER) .NfL UNE, REUSE fATER VAL'tf .t lifTER
~ :': = REUSE r,l,TER LINE PAINT ItIM?/(
l'f. = UNDERGROUND POrER PAINT /tIARK -~~-tl-= 6' CHAIN UNK FENCE UNLESS OTHERflSE NOTED
:c = HECTRlCAL 00IlET . = PARKING POST (1? 80CLARD
mI = EUCTRlC UTILITY 80X ~ = PRaWIE TANK
@ = E U C1I?/C /tiE TE R cavc. r-- 1 = cava?f TE
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}:{ = DEGaMlI'tf UGlfT r.D.O. T. = f1.mtD,I, DEpN?1ltENT CT 1I?ANSf'(RT,I,lI(X11
..e -.- - f.- - -~ = N'PROXlllATE LOCAlI(JI/ UNDERGROUND POWER LINES SR.D. = STATE RON) DEpN?1lIENT
@ = lI(J1/lTmtNG fEll OR, = CX7ICIAL RE cmo IJO(J(
(jJ) - UTILITY /tI,I,NOO.E PLS. = PRafSSI(JI/AL LAND SUR'tfYDR
[!I = PEDES TRltW CROSSING SIGN WI = UCE NSE 0 8US1NE SS NUUBf R
T.S,8. IllI = TRMTlC SIGNAL UTlUTY BOX 0/,1, = O'tfRALL D//tIENSI(JI/
T.S.P. ~ = TRMTlC SI(1./AL PQf P.O.C. = PaNT (T CWllENCE/tIENT
S.JJlJtl..Cl1B1U/J.LIS 1'.0.8. = PaNT (T BfGlNNING
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c:g = ItIfTERED END SEClIm' EUV. = ELEVAlI(JI/
c1l = FURfD END SECl1(J1/ nR 0 = FOOND IR(JI/ ROO
. = GRA TE INU T np 0 = FOONG '~ PIPE
_ _ @ = STrmI SErER PIPf .t /tIANOO.E SIR 0 = SET 1/2 ~ ROO .t CAP L8/611J
S v. S c. 0 Fat 0 = FOUND cava?f TE 1tf(JlllJWf NT
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,sf. R,C.P, = RElNfmCED mKJ?fTE Plf'f FNID 0 = FOUND NAn.. AND DISK
:I: = ~:~~~Nf C./tIP. ~ CORmJGATED lIETAL Plf'f (r) = BfARING/lJlSTANCE PER PUT
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PLAT LEGEND
(PI) = WALLACE AI)[jdION TO CLEARWATER, FU.. AS
RECORDED IN PLAT BOOK 3, PAGE 6, Of THE
PUBUC RECORDS OF HILLS BOROUGH COUNTY
FLORIDA OF WHICH PINELLAS COUNTY WAS
FORMERLY A PART.
(P2) ~ MARSHALL /lc BRANDON'S SUBDIVISION OF BLOCK
7 OF WALLACE'S SUBDIVISION AS RECORDED IN
PLAT BOOK 1, PAGE 27 OF THE PUBUC
RECORDS OF PINELLAS COUNTY, FLORIDA.
(P3) = MAGNOLIA PARK AS RECORDED IN PLAT BOOK 3,
PAGE 43 OF THE PUBUC RECORDS OF PINElLAS
COUNTY, FLORIDA. (ALSO FILED IN PLAT BOOK
1, PAGE 70)
(P4) - MRS. N.E. McMULLEN'S SUBDIVISION AS
RE CORDE D IN PLAT BOOK 10, PAGE 25 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
A.C.L.R,R.
ATLANTIC COAS T LINE RAILROAD
DATE
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BE ARING
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N 03'20' 46"E
S 01'01'34"E
N 89'44' 34"E
S 0l"01'28"E
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S 88'52'18"W
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S 86'39'14"E
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DIS T ANCE
116.57'
58.60'
48,14'
47.90'
4.63'
57.81'
82.50'
107,00'
59.97'
65,84'
4,68'
0.24'
34.00'
50.00'
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-
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(F) 48,0'
(F) 48,0'
(P3)
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(F) 52,0' (P1)
(F) 82,5' (D)
(F)107,O' (D)
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ALTA/ACSM LAND TITLE SURVE'(
RE VISIONS
SECTION 16, TOWNSHIP 29 S., RANGE 15 E.,
CLE ARW ATE R,
D E
PINE LLAS
C RIP
COUNTY,
T ION
FLORIDA
r Dunedin Isk!s ,
t
i
, .' @Dunedin
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J
PARCEL I:
THE WEST 41.0 FEET OF LOT 3 AND THE EAST 9,0 FEET OF LOT 4;
LOT 4, LESS THE EAST 9,0 FEET TIlEREOF AND ALL OF LOTS 5 AND 6,
ALL IN MRS. N. E. MCMULLEN'S SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF
AS RECORDED IN PLAT BOOK 10, PAGE 25, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCE L II:
THAT PORTION OF THE FORMER RAILROAD RIGHT OF WAY LYING BETWEEN BLOCK 4 OF WALLACE
ADDITION TO CLE ARW A TE R, AS RE CORDE 0 IN PLAT BOOK 3, PAGE 6, PUBLIC RE CORDS OF
HILLS BOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS ONCE APART, AND MRS, N.E.
MC MULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 10, PAGE 25 OF THE PUBLIC RECORDS OF
PINE LLAS COUN TY, FLORIDA.
BE ING MORE PARTICULARLY DE SCRIBli) AS FOLLOWS:
FROM A POINT ON THE EASTERLY BOUNDARY OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
SAID POINT BEING 1321.4 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION 16, PROCEED
WEST ALONG THE APPROXIMATE CEN1ERLlNE OF DRUID ROAD A DISTANCE OF 995,67 FEET TO AN
INTERSECTION WITH THE SOUTHERLY E:XTENSION OF THE WESTERLY BOUNDARY OF SAID 60 FOOT RIGHT
OF WAY; THENCE NORTH 04 DEG. 41'J3" EAST, ALONG SAID WESTERLY RIGHT OF WAY EXTENSION, A
DISTANCE OF 194,63 FEET TO THE f'OINT OF BEGINNING. FROM SAID POINT CONTINUE ALONG SAID
RIGHT OF WAY NORTH 04 DEG. 41'03" EAST A DISTANCE OF 159,64 FEET; THENCE SOUTH 89 DEG.
04'24" EAST A DISTANCE OF 60.13 rEET; THENCE SOUTH 04 DEG, 41'03" WEST A DISTANCE OF
159,54 FEET THENCE NORTH 89 DEG. 10'14" WEST A DISTANCE OF 60.14 FEET TO THE POINT OF
BE GINNING
PARCEL III:
LOTS 1 AND 2, TOGETHER WITH THAT PART OF THE NORTH 1/2 OF THE EAST-WEST ALLEY ABUTTING SAID
LOTS ON THE SOUTH; LOT 3, TOGETHER WITH THAT PART OF THE NORTH 1/2 OF THE EAST-WEST ALLEY
ABUTTING SAID LOT ALSO THAT PART of THE ALLE Y RUNNING NORTH-SOUTH WHICH ABUTS LOT 3 ON n~E
SOUTH, BEING FURTHER DESCRIBED AS; BEGIN AT THE NORTHWEST CORNER OF LOT 3, AND RUN SOUTH
151.5 FEET TO THE SOUTHWEST CORNER OF LOT 3, THENCE WEST 10,0 FEET TO THE EAST BOUNDARY OF
LOT 6 IN BLOCK 4 OF SAID SUBDIVISION SET FORTH BELOW; THENCE NORTH 151.5 FEET TO SOUTH
BOUNDARY OF PINE S TRE E T, THE NCE E AS T TO POINT OF BE GINNING, THE E AS T 50.0 FE E T OF LOT 4,
THE WEST 100,0 FEET OF LOT 4 ALL (iF LOTS 5 AND 6, THE WEST 108.0 FEET OF THE NORTH 52.0 FEET
OF LOT 7 TOGETHER WITH THE FOLL(''''ING DESCRIBED PARCEL:
COMMENCE AT THE SOUTHEAST CORlol::R OF LOT 9, IN BLOCK 4 OF SAID SUBDIVISION SET FORTH
BELOW; FOR A POINT OF BEGINNING; TI1ENCE RUN NORTH 53.0 FEET TO THE NORTHEAST CORNER OF SAID
LOT 9; THENCE EAST ALONG AN EASTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 9, A DISTANCE
OF 40,50 FEET; THENCE NORTH 54,0 FEET; TI-IENCE WEST 190.50 FEET TO A 2CI~H ON TI:E WEST :..:~~:::
OF LOT 7 IN BLOCK 4 OF SAID SUBDIVISION SET FORTH BELOW; THENCE SOUTI~ TO THE SOUTHWEST
CORNER OF SAID LOT 9; THENCE EAST ALONG THE SOUTH LINE OF SAID LOT 9 TO THE POINT OF
BEGINNING; THE SOUTH 53.0 FEET OF WEST 30,5 FEET OF LOT 10, TOGETHER WITH THAT PART OF THE
NORTH-SOUTH ALLEY LYING BETWEEN SAID LOTS 9 AND 10 ALL IN BLOCK 4, PLOT OF THE WALLACE
ADDITION TO CLE ARW ATE R, FLA., ACCORDING TO THE PLAT THE RE OF AS RE CORDE 0 IN PLAT BOOK 3,
PAGE 6, PUBLIC RECORDS OF HILLS BOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS
FORME RL YAP ART,
LESS
THE EAST 23.00 FEET OF THE WEST 30.50 FEET OF THE SOUTH 107,00 FEET OF LOT 10, BLOCK 4
OF WALLACE ADDITION TO CLEARWATER, FLORIDA AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC
RECORDS OF HILLS BOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMERLY A PART,
TOGE THER WITH
THE WEST 7.50 FEET OF LOT 10, AND THE WEST 7,50 FEET OF THE SOUTH 1/2 OF THE ADJACENT
ALLE Y LYING TO THE NORTH OF S AID LOT 10, TOGE THE R WITH THE ALLE Y BE TWE E N LOTS 7 AND 10,
ALL LESS THE SOUTH 107,00 FEET 1i1EREOF, TOGETHER WITH THE EAST 42,00 FEET OF LOT 7,
ALL BE ING IN BLOCK 4 OF WALLACE ADDITION TO CLE ARW A TE R, FLORIDA AS RE CORDE 0 IN PLAT
BOOK 3, PAGE 6, OF THE PUBLIC RE CORDS OF HILLS BOROUGH COUNTY, FLORIDA OF WHICH PINE LLAS
COUNTY WAS FORMERLY A PAR~
BE ING FURTHE R DE SCRIBE D AS FOLLOWS:
THAT PORTION OF LOTS 3 THROUGH G, OF MRS. N.E, MCMULLEN'S SUBDIVISION, AS
RE CORDE D IN PLAT BOOK 10, PAGE 25 OF THE PUBLIC RE CORDS OF PINE LLAS COUNTY,
FLORIDA TOGETHER WITH THAT PORTION OF FORMER RAILROAD RIGHT-OF-WAY AND
LOTS 1 THROUGH 9, BLOCK 4, OF WALLACE ADDITION TO CLEARWATER, AS RECORDED
IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY OF WHICH
PINELLAS COUNTY WAS FORMERLY A PART ALL OF WHICH LYING IN SECTION 16,
TOWNSHIP 29 SOUTH, RANGE 15 E AS T, PINE LLAS COUNTY, FLORIDA BE ING FURTIlE R
DE SCRIBE 0 AS FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF LOT 9, BLOCK 4, OF WALLACE ADDITION TO
CLE ARW A TE R AS RE CORDE D IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC RE CORDS OF
HILLS BOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMERLY A
PART BEING A POINT ON THE EAST RIGHT-OF-WAY LINE OF FORT HARRISON AVENUE;
THENCE ALONG SAID EAST RIGHT-OF-WAY LINE AND THE WEST LINE OF LOTS 4
THROUGH 9, BLOCK 4 OF SAID WALLACE ADDITION TO CLEARWATER, N,01'Ol'28"W.,
323.94 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF PINE STREET; THENCE ALONG SAID
SOUTH RIGHT-OF-WAY LINE, N.89'48'33"E" 383.48 FEET; THENCE S,03'20'46"W., 4.68
FEET; THENCE CONTINUE ALONG SAID SOUTH RIGHT-OF-WAY LINE, N,89'53'46"E.,
200.97 FEET; THENCE LEAVING SAID LINE, S,01'11'29"E., 159.00 FEET TO THE SOUTH
LINE OF LOT 3, N.E. MCMULLE N'S SUBDIVISION; THE NCE ALONG THE SOUTH LINE OF LOTS
3 THROUGH 6 OF SAID PLAT, S.89'54'05"W" 213,57 FEET; THENCE N.03"20'46"E" 4.63
FEET; THENCE S,89'48'33"W., 203,82 FEET; THENCE S.01'01'28"E" 164.74 FEET TO THE
NORTH RIGHT-OF-WAY LINE OF DRUID ROAD (60 FOOT RIGHT-OF-WAY); THENCE ALONG
SAID LINE, S,89'44'34"W., 167,50 FEFT TO THE POINT OF BEGINNING,
CONTAINING 2.768 ACRES (120574 S . JARE FEET) MORE OR LESS.
C E R
'IFICATION
CERTIFIED TO: INTERPLAN, LLC
FIRST AMERICAN TITU INSURANCE COMPANY
MACFARLANE, FERGU',ON & McMULLEN
AMSOUTH BANK
THIS IS TO CERTIFY THAT THIS MAP UR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FO ALTA/ACSM LAND TITLE SURVEYS",
JOINTLY ESTABLISHED AND ADOPTED BY ALTA/ACSM AND NSPS N 1997; AND INCLUDES ITEMS 1, 2, 3,
4, 7 A, 8, 9, 10, 11, 13, 14 AND 16 OF TABLE A THE RE OF, AND PURS UANT TO THE ACCURACY STANDARDS
(AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF A URBAN
SURVEY AND THAT THE SURVEY REPRESENTED HEREON MEETS THE TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA BOARD OF PROFESSIO LAND SURVEYORS IN CHAPTER 61G17-f) FL,ORIDf\
ADMINISTRATIVE CODE, PURSUANT TO SECTI 4 ,.027 FLOR A STATUTES.
1/29/04
DATE OF SURVEY
NO, 5227
PROJE CT:
DOWNTOWN CLEARWATER
TYPE OF S URVE Y:
BOUNDARY & TOPOGRAPHIC S URVE Y
PRE PARE D FOR:
INTERPLAN LLC
POLARIS ASSOCIA TES INC"
PROFESSIONAL SURVEYING LB 6113
2915 C:.R. 590 SUITE 17
CLEAR> A FER, FLORIDA 33759
(727) 669-0522
DATE
02/28/04
CHE CKE D BY:
D.D.F.
SCALE:
1" 40'
DRAWN BY:
D.H.R.
JOB NO.
04-2574
SHEET
1 OF 2
RIM ELEV - 39.0
N.INV.- 32.31
S.INV.- 32.29 '"
E.INV.- 33.16 .~
Ct:,
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! '.3.38 '138:38
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- --- -- --------- ----- - -------------- ---" -~- ._~-_._- --- --- ----- ----- ----------.---------..~------~--- --------- --------- - -~--~-. ------------ ~- ----------.~----~---~---------~-~---________n_~
RIM ELEV - 37
N.lNV.- 34.50'-
SE ,INV,- 35,54 \
apprtxltrl~ lkdJ.lon of
4 w\t~"(hll!!:e .~.flty of
Clearwater Alfo;,'-
37.35'\{7.76 ,,\
37.35
..37,35.,1 ","
~~f7,~ \
~
,
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~ '.66 ~7,59 u~ QAT ,H. 'HI
.38.24 37.98. . 37.97
37,69
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I sm- approximate I !cation
i /af 2" gas line per
g: City of Cleorw ter Atlos
....:'
""~!-. sa \
.,v.l .B. \
~r.s.P in
-l!~
". I!C .. ,~...
~ ~ Il
....: "':JII-"
t<') t") f"Il,: 'JlI:
.--/ I I
r ~I
RIM ELEV .. 38.20
N.INV.- ~3.51
~l\
~II)
conc/
37,51 ~ 37,23
8 P.V,c. . L
2' cone curb ~
LJ1.14 36,86
-~
OU ..3/_.50
37.4 7
'"
g
II
It
"
o
..,
~
16"
~J7.2
..~
./ J37.19
"
.36.91
36.49
137.17 PINE ..
36.91 .
I
,
FH ~ ~4.851 33.86 5" 4" 6" 5"5"
. . 4~l143, .~5 33.6 ~ ~ a...Rl .Ia.
4 40" ~ 17""V"' . "...,.
r:v... ~75 .~13 53.4 ~ 3:L~9
7"6"
f..rL . 37.83
13" 20" 37,17
~ 3r~9
37,84 "61
~.W~61 /
/ a _I;;
.
3li 8.6
S6.46 E 34.74
JREE~ .34,78
,,3~.4Ji -33.66 33.
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37.47. 37,3~.:S!l ~
37.67fI 7,e(I'
N89.48'331 E
~
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383.~
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38.5J 18"
.,.
42
JIi. liO
~
25" '01
37.98
.....
...
o
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-
~.4 37.96
6"5"4"
~} ~ 10"10'
13"
~
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7.58 1;
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i
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. 37.8
r;;
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36.82
~Jj allphalttvement(50' R/W)
90.0' l1.3' r-
i
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'6
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....:
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89.7'
783'
S' 89.48'33.W
;....
~
2 story masonry building
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8
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. 33.0
-
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. 33.7
o
,
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. 34.2
33.68
f..7I,
33.55
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..
. 33.76
s.cn..
')S.15
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33,23
'6" ~lorr--
h' .
33.44
2' conc curb 32.Ql
?r
. 33.9
'<l:m,'i
a .,
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.~
1]=
c~
" "
~ \ IT MPORARY BE NCH MARK
- ELEVATION - 34.69
-
.
~
, 33.9
.
~
r
o
-i
'"
.
t.>
.3J.3
, 34.7
. 34.5
34.8,
'34.3 r
'" 01
36'02~I1~'~ ~
Sl . ~24"
~ W"6'
36.13
36.1
35.7
32.94
~2.81
32,82
33.42
.33.01
33.44
.32.93
approximate location 01
4 water line p.... CIty Of,~~
Clearwater Atlas
5"5"5
@ 7"7"6~5"
. @ PP. ~rr
34.3
.):l.Il') .);/.81
33.24
8" CUY
32.89
~]((
"-
.l.l.ti I!!I 34.r'~1'!I
589"53' 46"W 200.97' 8. >
I"
0) I.-
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. 33.9
. 33.7
. 34.1
S.CI1~ 36.~4,37. 74
_>.7 ~~65,/37.64
36..Q3 37.~ 31.48
. 34.5
. 34.4
10" 29"
~ ~
<34.6
fii 5"24"
~
15"
~ '343
!; .. 35.2
89-54'05.W
34,3
34.3'
213.57'
. 33.9
10"
9"
~
~.~
*i:~ tl 'I! 37.54
"":1' - Il'i. ,
1'):; NI I:
Ii., 1')1 .1....
:~~!b;,6i:\
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J;;~l:i ,: 37, Vl
"~35
"t /3721
; f'tOO
:.~ ~ -- - RIM E~ V -= 37,J_2
~~ .INV.= -:rIM
..........
0')0')
.
H 3109 37.7b J3
..CO 11"~ 37.6 37. 5
,Ai 16" 3
~ 5"~ 3 .9. 37.4937.45
~10"7"51D 0
CO 5"7"~ ~
.... I
W I
.
CO
N 6"
~ ~.:3 .59 ll.Q9_)~98
. 37.5 P 36.9
6'J;J 7.1 5'
.... 'H) ~ 5"
opproxlmate 10caQ of 5" ..
10 waler line pJll;ity 01\ ~ 6"4"
/ Clearwater Atlas J 16.8 ~~
S 89'44"34'" If 167.50" (1)86"6 t6.9f--!'f; ../ ),
~, .
) 3~08 DRUID 6'P.V.~~"~ ~.
(80' R/W) /OltPhOlt pavemflflt
36 53 ~R4.'\ 3R~V 36.2~ 35,89 ~~ fj
..}!; \lll_ ~. ''''Y',\6.57 16 49 __
-~~PORARY BENCH MARK
ELEVATION = 37.99
6"
~l"
8)1.;.7
34.1
5"7
<1/ 5"
~
lr'~
~ 21"
~~
""
."
I!:'
~QJ
2"i
Ei
. 33.3
....
1 '
W
. 33.F
0)
N
32.6
3~.66
33,11
'A
.32.78
33.10
~11"1O
'"
~1'!lI II 9'~
!i 02-
u \ ~r'
21' V.._f1.
\ 0 24.4 ~I 12"
1I,a:i mJ, 33.1
"! 2.2'L~1I
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E ' "1!_
o r: lJ.l
IX)
~..,~ N
~ ~8li.
... _ ~ 2.
32.53
32.81
I
IT
J 0: 2:.
~~
J~
32.06 /. ~
::.1)
40
~
20
I
o
II
40
I
32.26
SCALE: 1"=40'
.~?fil
Ii /oI.B.
o
~ ~
6 rm
r~
-I
TRE E LE GE NO
12" ~ = 12" OAK TREE
12" @ .. 12" K1LLOW TRU
12" ~.. 12" MULBERRY
12' ~.. 12" PALM TREE
12" ~.. 12" BAY TREE
12" t:# - 12" MAGNOLIA TREE
12" <) - 12" CITRUS TREE
12" ~ - 12" EUCAL ypros TREE
12" .... 12" SYCAMORE TREE
12" ~ .. 12" PINE TREE
12" ~.. 12" CEDAR
12" <J - 12" ELM TREE
12" <1J.. 12" MAPLE TREE
12" <1- 12" WAX M\'RTlE TREE
12' <<1 = 12' OTHER SPECIES
12" <:1 = 12" CYPRESS TREE
12' ~ - 12" PECAN TREE
12" 1$ - 12" BOmE BRUSH TREE
12" @.. 12" CAMPHOR TREE
12" @.. 12" CHINABERRY TREE
12" ~ = 12" JACARANDA TREE
'<
~14" fu2
~11" . 31.0
7"~ "
16"
12"
~.
, 30.3
15" 30.7
~
30.3 3O.J
30.6
0JWf
~
,.,t'~
15l<i!
..~o
"05
_E..
29.~
-:m.?0 ,
20:9' ol~. \
~ 7 5 5.7 d
..l(~ . ...
29.~ O.
00.-<
...
;a
3
..
N
o
T E
S
1.
FIELD BEARINGS SHOWN ARE BASED ON THE RIGHT-OF-WAY LINE OF SOUTH FORT HARRISON A. _,~UE, AS
LINE BEING N.01'01'28'W.
2.
NOT VAliD WITHOUT THE SIGNATURE AND THE ORIGINAl RAISED SEAl OF A FLORIDA LICENSED SURVEYOR
AND MAPPER
3.
NO EXCAVATION WN3 PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF I'>HY UNDERGROUND
UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS, UNDERGROUND UTILITY LINE
LOCATIONS (IF SHOWN HEREON) ARE BN3ED UPON UTILITY PROVIDER ATLN3ES AND VISIBLE FACILITY
EVIDENCE, THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUAliTY LEVEL C N3
DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION, UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND
THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO rEET
OR MORE IN ERROR
4,
RE-USE OF THIS SURVEY FOR PURPOSES OTHER THI'>H WHICH IT WN3 INTENDED, WITHOUT WRITTEN
VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK I'>HD WITHOUT LIABILITY TO THE SURVEYOR NOTHING
HEREIN SHAlL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE
CERTIFIED TO.
5.
ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED,
6.
THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL,
HAZARDOUS OR ENVIRONMENT ALLY SENSITlVE AREN3,
7.
THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MI'>HAGEME:N r
AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0015 0, EFFECTIVE DATE
AUGUST 19, 1990, POLARIS N3SOCIA TES, INC, I'>HD THE SIGNING SURVEYOR HEREON N3SUMES NO lIABIL ITY
FOR THE ACCURACY OF THIS DETERMINATION, THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH
MATTERS SHOULD BE CONTACTED PRIOR TO I'>HY JUDGMENTS BEING MADE FROM THIS INFORMATION, THE
ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE
PURPOSES ONLY' .
8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE
PREPARATION OF THE SURVEY, THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHOPITY
PRIOR TO ANY DETERMINATIONS OR DESIGN,
9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION I'>HD EN3EMENTS SHOWN WERE FURNISH!::D
TO POLARIS N3SOCIATES, INC. AND ARE PRESUMED TO BE CORRECT, NO SEARCH OF ANY PUBLIC RECORDS,
FOR EASEMENTS, DEEDS, ETC., WN3 PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY.
10. DESCRIPTIONS I'>HD EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURAtiCE
COMPAl.Y, COMMITMENT FOR TITLE INSURANCE, FILE NUMBER 2061-4.00230, EFFECTIVE DATE: NOVEMBE:I~ 11,
2003,ISSUED BY MACFARLI'>HE FERGUSON & MCMULLEN 400 NORTH TAMPA STREET, SUITE 2300, TAMPA.
FLORIDA 33602, SUBJECT TO AN ENDORSEMENT DATED 12/30103,
ITEMS LISTED ON SCHEDULE B-2 ARE N3 FOLLOWS:
ITEMS 1 - 12 NOT MATTERS OF SURVEY
ITEM 13 SUBJECT TO AN EN3EMENT N3 RECORDED IN DEED BOOK 136, PAGE 92 OF THE PUBLIC RECORD~ OF
PINELLAS COUNTY, FlORIDA. SHOWN
ITEM 14 SUBJECT TO AN EN3EMENT N3 RECORDED IN DEED BOOK 1032, PAGE 25 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA. SHOWN
ITEM 15 SUBJECT TO AN EN3EMENT N3 RECORDED IN DEED BOOK 1154, PAGE 533 OF THE PUBLIC RECORDS
OF PINELLN3 COUNTY FLORIDA. SHOWN
ITEM 16 SUBJECT TO AN EN3EMENT N3 RECORDED IN DEED BOOK 1347, PAGE 585 OF THE PUBlIr ~<:CORDS
OF PINELLN3 COUNTY, FLORIDA. SHOWN
ITEM 17 SUBJECT TO AN EN3EMENT N3 RECORDED IN OFFICIAL RECORDS BOOK 3831, PAGE 137 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SHOWN
ITEM 18 SUBJECT TO A DRAINAGE & UTILITY EASEMENT N3 RECORDED IN OFFICiAl RECORDS BL .4982.
PAGE 1164 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SHOWN
ITEM 19 SUBJECT TO A DRAINAGE & UTILITY EASEMENT N3 RECORDED IN OFFICiAl RECORDS BOOK 3685,
PAGE 794 OF THE PUBLIC RECORDS OF PINElLAS COUNTY, FlORIDA. SHOWN
ITEMS 20 NOT MATTERS OF SURVEY.
ITEM 21 SUBJECT TO A BLANKET DISTRIBUTION EN3EMENT FOR FLORIDA POWER CORPORATION N3
RECORDED IN OFFICIAL RECORDS BOOK 5293, PAGE 1080 OF THE PUBLIC RECORDS OF PINELlAS COUNrf,
FLORIDA LYING 5 FEET EACH SIDE OF THE FACILITIES.
11. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF CLEARWATER BENCH MARK "BM-E6" HAVING AN
ELEVATION OF 23.045, NATIONAL GEODETIC VERTICAL DATUM, 1929.
12. TREES 4"'N DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMf
DIAMETER BREAST HIGH, SMALLER TREES, NON-PROTECTED SPECIES (INCLUDING ORNAMENTAL m
TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED.
f DA lE-~r=No-1
REVISIONS
SECTION 16, TOWNSHIP 29 S., RANGE
15 E.,
CLE ARW ATE R, PINE LLAS COUNTY, FLORIDA
LEGEND
T.v./oI. ~ = UNDfRGROOND CAtH IflHTS/~ /,IARKfR
r. v.a . = CABlE IflH1SION UntlTY BOX w'B,
P.P." = POrfR PM -O-T
," = DIf: Rf-If AD UNf S
c.p,,, = COIrI8INATI~ PM (POWfR/PH~E/CABLE r.v.)
LP." = rn1r PIll
C.LP." = COIrIBtNA TI~ k UQfT fU.E
G.P." = OOY PIll
/,IP. .. = /,IE IfR PIll
E-- = OOY rlRf
~ = ELEC1RIC UTlUTY BOX (TRANSFORI./fR)
/'1. s UNDERGROOND POrfR PAINT /,lARK
:Q: = f LE CTRlCAL OUTlE T
1m = fLECTRIC UntlTY OOX
@ = ELECTRIC /oIflfR
;t( = Df COOA TlIf: UG11 T
f = APPROXIlIAIf LOCATK>>! UNDfRGROOND POrER UNfS
@ = Ir/(J\//m?lNG rEU.
(iJ) = UTlUTY /oIANfIaE
l!J = PfDfS 1RIAN CROSSING SIGN
T.S.8. IllI = TRAmC SIGNAL UTllJTY BOX
r.S.P. ~ = TRAmC SIGNAL PIll
5 Tl1/lI CURB INLE T5
..A~~~ ~
rn = /,IllfRfD END ~
cO = FURfD END SECTK>>!
. = GRAIf INLET
@ = S Tl1/lI SE rf R PlPf .. /oIANHM
~= SAMTARY SfrER PIPf, JlANHQf, aEANOUT k VALIf:
,SL R.C.P. = RffNlIRCEO COfIIa?fIf 111'[
* = SANITARY UNf C/JP = """"''''''frO "!:'TAL PfI'~
PAINT /,lARK . .. "unnv"".o OR /, L
P. V. C. = PQ Y ..,NY/.. CHL OOIDf
D.I.P, z DUCTILE /RON PlPf
v.c.P., "'1RIF1fD QA Y PlPf
(glj 0 = APPROXlNAIf LOCATI~ ex: UNDfRGROOND
U. G.L GAS UNE "1// GAS VAL If:, GAS /oIf If R
k GAS UNf rARNlNG SIGN
.f1- = BVRtED GAS UNf PAINT /oIARK
r.S..... z TRAmC SIGN
!lID = /oIAlLBOX
COO = CORNER
STY = STOOY
.xJ = JJR1SOICTI~AL
elf = CHAIN UNK FfNCf
If = INIf:RT ELE VA TI~
rIP = rooo FfNCf
8I.DG = BUILDING
AlAS = /oIAS I>>IRY
Sjr = SICOALX
cavc = CfX'ICRE.1f
P8 = PLAT BOO/(
DB = Df E 0 BOO/(
PC = PAGE
(T'rP) = TYPICAL
SHr = SfAS~AL IfIQf WAlfR
GOV = GOIf:RN/oIfNT
F/(A = FORI./ERl Y KNOWN AS
FIT = FfNCf TIE
f;1' = fDGE ex: PAIf:IlENT
O.H.L
n.
of. = UNDfRGROUND IfLEPH~f PAINT /,lARK
U,T.l/. 0- = APPROXI/oIAIf LOCATI~ ex: UNDfRGROOND
IfLEPH~E CABLE "1// IfLEPHONf UTlUTY BOX
UNDf. RGRWND If LE f'fK>>JE CAlli W ItRN/NG /oIARKf. R
r.P. .. = IfLEPI/Wf PIll
ro./oI. ~ = UNDERa?OUND FIBER CX'TlC UNf rARNlNG /oIARKfR
/0= UNOERGRWND FlBfR CX'TlC UNf PAINT /oIARK
W ---IfllI--= APPROXIlIATE LOCATK>>! ex: UNDfRGROUND rAlfR
fI. UNE rl1// F1Rf HlVRANT. WA IfR VAL If: k /,If IfR
f.. = rAlfR UN[ PAINT /oIARK
RWL ____m__= APPROXI/oIAIf LOCATI~ ex: UNDfRGROUND RfUSf WA
firL UNE, RfUSE rAlfR VALIf: k/,lElfR
* = RfUSE rAlfR UN[ PAINT /JARK
)1 = 6' CHAIN UNK FfNCf UNLESS 01//fRW/SE Naif 0
. z PARKING POS T Cf? 8QL4RD
~ = PRa'ANf TANK
I = CX>>ICRE If
I = ASPHALT
F.D.O.r. = FLOOIDA DfPARTl/fNT ex: TRANSPCf?TATI~
S.R.D. = STAIf ROAD DfPARTl/ENT
O,R, z omOAL Rf(XR() BOO/(
PolS. = PRcx:[ SSIONAl LAND SURI-f l'OO
LBI = LICENSED BUSINESS NUlIBfR
a/A = OIf:RAU DI/,IfNSION
P. O. C. = fUNT ex: COIrIMf NCf /oIf N T
P.D.8. = fUNT ex: BfGlNNlNG
f = CfNlfRLINf
Rjr = RlGHT-ex:-rAY
ELEV. = fLEVATI~
FIR 0 = FOUND /Ra'.J ROO
FlP 0 = FOUND IR~ PlPf
SIR 0 = SET 1/2" IR(>>I ROO .. CAP LB./6" J
FC1rI 0 ' FOUND CfX'ICRE.1f /,Iaw/,lE NT
SMtDo ~ SET NAIL AND BRASS DISK !f/~I'T
FNMJ 0 .' FOUND NAIL AND DISK
(P) = BfARtNG/DISTANCf PER PU,T
(0) = BfARtNG/DISTANCf PfR DfED DESCRIPTION
(F) = BfARtNGjDlSTANCf PER FIELD UfASUl?fllfNT
(c) = BEARtNGjDlSTANCE PER CALCULATION
IlJ'ICAL SPOT fLEVATlflY...<;~
(IF SHOrN)
TCl' cx: OJRB fLEV. 96.65 pvor nc PA,cu'NT [/:.EV."'" 1"
FLOrUNf ex: CURB ELEV. ,Vb(' vo ,e",.. ~ . "'" ""x
EDGE ex: PAlf:/oIfNT mv. ~:lt.
y GRCIJND ELE V. 95.2 '\.
TCX' ex: OJRB ELEV. 96 ~ GRflUND flfv o~,.?~ .
fDGf ex: PA'rf'/oIENT EtIV 98:'~
,.)1
r~
rv.~..
_Rr V.....
)(
)(
ccwc. I
ASPH I
f
f
~
G
'-, --I ~I -I = TOO Of BANK
-- -_. --- - - - - ~. ~ TOf OF SLCff ,I CfNTfR UNE or olTrn
C> ~ Si'W/)iJ/f ,,-;. ';f!.:
PROJE CT:
DOWNTOWN CLEARWATER
TYPE OF SURVE Y:
BOUNDARY & TOPOGRAPHIC SURVEY
PRE PARE D FOR:
INTE RPLAN LLC
POLARIS
AS SOCIA TE S INC.
PROFESSIONAL SURVEYING LB 611.3
2915 S.R. 590 SUITE 17
CLE ARW A IE R, FLORIDA 33759
(727) 669-0522
DATE
02/19/04
CHE CKE D BY:
D,H.R,
SCALE:
1" = 40'
DRAWN BY:
G,R.M.
JOB NO.
04-2574
SHEET
2 OF 2
.
.
.
VICINITY MAP
,
---t:--;--
j(f), ,~
--- _'f'o~,_k_-^"", "^l ' . ._--.; , - ,- -'t'
'... :m' ',I ;
J ~ i' l.,
:::i' i l i,'"
to GOU kll St ' "'-.
.
LOCATION MAP
.
.
--
.
.
AMSOUTH BANK
FLWC03078RL
715 S. FT. HARRISON AVENUE
CLEARWATER/ FLORIDA
.
/A
.
.
LEGAL DESCRIPTION
REVISION ISSUE LOG
PARCEL I, .
THE VEST 41.0 FEET OF LOT 3 AND THE ~~T 9.0 FEET OF LOT 4;
LOT 4, LESS THE EAST 9.0 FEET THEREOF /IIND ALL OF LOTS 5 AND 6,
ALL IN MRS. N, E. MCMULLEN'S SUBDlVISIOIII. ACCORDING TO THE MAP DR PLAT THEREOF
AS RECORDED IN PLAT BOOK 10, PAGE 25, '~BLIC RECORDS OF PINELLAS COUNTY, FLORIDA,
PARCEL II,
THAT PORTION OF THE FORMER RAILROAD IUjjHT OF '.lAY LYING BETVEEN BLOCK 4 OF VALLACE
ADDITION TO CLEARVATER, AS RECORDED IIiI PLAT BOOK 3, PAGE 6, PUBLIC RECORDS OF
HILLSBORoUGH COUNTY, FLORIDA OF VHICH PINEL LAS COUNTY VAS ONCE APART, AND MRS. N.E.
MC MULLEN'S SUBDIVISION AS RECORDED IN PLAT BOOK 10, PAGE 25 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS 'OLLoVS,
FROM A POINT ON THE EASTERL Y BOUNDA~Y OF SECTION 16, TOVNSHIP 29 SOUTH, RANGE 15 EAST,
SAID PDlNT BEING 1321.4 FEET NORTH OF 'HE SOUTHEAST CORNER OF SAID SECTION 16, PROCEED
VEST ALONG THE APPROXIMATE CENTERLI/IC OF DRUID ROAD A DISTANCE OF 995,67 F'EET TO AN
INTERSECTION '.11TH THE SOUTHERLY EXTE~ION OF THE VESTERLY BOUNDARY OF SAID 60 FOOT RIGHT
OF 'vIAY; THENCE NORTH 04 DEG. 41'03' EA T, ALONG SAID 'vIESTERL Y RIGHT OF 'vIAY EXTENSION, A
DISTANCE OF 194.63 FEET TO THE POINT BEGINNING, FROM SAID POINT CONTINUE ALONG SAID
RIGHT OF 'vIAY NORTH 04 DEG. 41'03' EASTh~ DISTANCE OF 159.64 FEET; THENCE SOUTH 89 DEG.
04'24' EAST A DISTANCE OF 60.13 FEET; Tr1I:-NCE SOUTH 04 DEG. 41'03' 'vIEST A DISTANCE OF
159,54 FEET THENCE NORTH 89 DEG 10'14' WEST A DISTANCE OF 60,14 FEET TO THE POINT OF
BEGINNING
PARCEL Ill,
LOTS 1 AND 2, TOGETHER 'vIITH THAT PARTl THE NORTH 1/2 OF THE EAST-'vIEST ALLEY ABUTTING SAID
LOTS ON THE SOUTH) LOT 3, TOGETHER 'vIIT THAT PART OF THE NORTH 1/2 OF THE EAST-VEST ALLEY
ABUTTING SAID LOT ALSO THAT PART OF T ALLEY RUNNING NORTH-SOUTH 'vIHICH ABUTS LOT 3 ON THE
SOUTH, BEING FURTHER DESCRIBED AS; BEGIIiI~AT THE NORTH'JEST CORNER OF LOT 3, AIIID RUN SOUTH
151.5 FEET TO THE SOUTHVEST CORNER OF T 3, THENCE 'vIEST 10.0 FEET TO THE EAS T BOUNDARY OF
LOT 6 IN BLOCK 4 OF SAID SUBDIVISION T FORTH BELO'vlj THENCE NORTH 151.5 FEET TO SOUTH
BOUNDARY OF PINE STREET, THENCE EAST 0 POINT OF BEGINNING. THE EAST 50.0 FEET OF LOT 4,
THE 'vIEST 100.0 FEET Dr LOT 4 ALL OF LOTS 5 AND 6, THE 'vIEST 108,0 rEET Dr THE NORTH 52.0 rEET
OF LOT 7 TOGETHER '.lITH THE FDLLOVINQ DESCRIBED PARCEL'
COMMENCE AT THE SOUTHEAST CORNER OF LIJT 9, IN BLOCK 4 OF SAID SUBDIVISION SET FORTH
BELO'J) FOR A POINT OF BEGINNING; THENC~"~UN NORTH 53.0 FEET TO THE NORTHEAST CORNER Dr SAID
LOT 9; THENCE EAST ALONG AN EASTERLY kTENSION OF THE NORTH LINE OF SAID LOT 9, A DISTANCE
OF 40,50 FEET; THENCE. NORTH 54.0 FEET; T LNC. \JEST 190.50 FEET TO A POINT ON THE 'vIEST LINE
OF LOT 7 IN BLOCK 4 OF SAID SUBDIVISI SET FORTH BELO'vl; THENCE SOUTH TO THE SoUTH'vIEST
CORNER OF SAID LOT 9; THENCE EAST AL G THE SOUTH LINE OF SAID LOT 9 TO THE POINT OF
BEGINNING) THE SOUTH 53,0 FEET OF 'viES 30,5 FEET OF LOT 10, TOGETHER ',lITH THAT PART OF THE
NORTH-SOUTH ALLEY LYING BETVEEN SAID lOTS 9 AND 10 ALL IN BLOCK 4, PLOT OF THE 'vIALLACE
ADDITION TO CLEARIJATER, FLA., ACCORDI~cl TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3,
PAGE 6, PUBLIC RECORDS OF HILLSBOROU(JI.l COUNTY, FLORIDA OF I"IHICH PINELLAS COUNTY I"IAS
. FORMERLY A PART,
LESS
THE EAST 23.00 FEET OF THE 'vIEST 30.50 rEET OF THE SOUTH 107.00 FEET OF LOT 10, BLOCK 4
OF VALLACE ADDITION TO CLEAR'vIATER, FLa~IDA AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC
RECORDS or HILLS BOROUGH COUNTY, FLORIDA OF IJHICH PINELLAS COUNTY I"IAS FORMERLY A PART,
REV H ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY
1 07-23-04 CITY COMMENTS L1, L3,
2 08-11 -04 DRC COMMENTS CS, C0, C1, C2, C3, C4, C4.1, L1 AA
3 10-04-04 ADDITIONAL CITY & SWFWMD C0, C1, C2, C3, C3.1, C4,1, L1, L2 CITY DRAINAGE & SWFWMD RAI AG
.
.
OWNER & CONSULTANTS
TOGETHER '.lITH
THE 'JEST 7.50 FEET OF LOT 10, AND THE W~ST 7.50 FEET OF THE SOUTH 1/2 OF THE ADJACENT
ALLEY LYING TO THE NORTH Dr SAID LOT Ib, TOGETHER \.lITH THE ALLEY BET\.IEEN LOTS 7 AND 10,
ALL LESS THE SOUTH 107.00 FEET THEREOf TOGETHER 'vIITH THE EAST 42.00 FEET OF LOT 7,
ALL BEING IN BLOCK 4 OF 'vIALLACE ADDIfN,N TO CLEARVATER, FLORIDA AS RECORDED IN PLAT
BOOK 3, PAGE 6, OF THE PUBLIC RECORDS bF HILLS BOROUGH COUNTY, FLORIDA OF VHICH PINELLAS
COUNTY \.IAS FDRMERL Y A PART,
MECHANICAL ENGINEER
OWNER
AMSOUTH BANK
3000 GALLERIA TOWER, SUITE 1600
BIRMINGHAM, AL 35244
INTERPLAN LLC
933 LEE RD., 1 ST FLOOR
ORLANDO, FL 32810
BEING FURTHER DESCRIBED AS FDLLoVS'
THAT PORTION OF LOTS 3 THROUGH 6, OF f'tRS. N.E, MCMULLEN'S SUBDIVISION, AS
RECORDED IN PLAT BOOK 10, PAGE 25 OF n~E PUBLIC RECORDS Dr PINEL LAS COUNTY,
FLORIDA TOGETHER 'vIITH THAT PORTION Dr FORMER RAILROAD RIGHT-OF-'vIAY AND
LOTS 1 THROUGH 9, BLOCK 4, OF VALLACE !'iDDlTlON TO CLEARVATER, AS RECORDED
IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC ~rCORDS OF HILLSBORoUGH COUNTY OF IJHICH
PINELLAS COUNTY 'viAS FDRMERL Y A PART ^LL Dr 'vIHICH LYING IN SECTION 16,
TOI"INSHIP 29 SOUTH, RANGE 15 EAST, PIN~~LAS COUNTY, FLORIDA BEING FURTHER
DE SCRI BE D AS FOLLO'vlS'
ARCHITECT
PLUMBING ENGINEER
INTERPLAN LLC
933 LEE RD" 1 ST FLOOR
ORLANDO, FL 32810
CONTACT: ROGER TRUBEY
INTERPLAN LLC
933 LEE RD" 1 ST FLOOR
ORLANDO, FL 32810
BEGIN AT THE SoUTHIJEST CORNER OF LOT 9, BLOCK 4, OF VALLACE ADDITION TO
CLEARVATER AS RECORDED IN PLAT BOOK ll, PAGE 6 OF THE PUBLIC RECORDS OF
HILLSBoROUGH COUNTY, FLORIDA OF 'vIHICH~INELLAS COUNTY 'viAS FDRMERL Y A
PART BEING A POINT ON THE EAST RIGHT-, -\.lAY LINE OF FORT HARRISON AVENUE;
THENCE ALONG SAID EAST RIGHT-OF-IJAY ~ NE AND THE ',lEST LINE OF LOTS 4
THROUGH 9, BLOCK 4 OF SAID I"IALLACE AD ITION TO CLEARI"IATER, N,0I'OI'28'1"I.,
323.94 FEET TO THE SOUTH RIGHT-OF-I"IA'f LINE OF PINE STREET; THENCE ALONG SAID
SOUTH RIGHT-oF-IJAY LINE, N.89'48'33'E., ~83.48 FEET; THENCE S.03'20'46'1"I" 4.68
FEET; THENCE CONTINUE ALONG SAID SOUT RIGHT-OF-'vIAY LINE, N,89'53'46'E.,
200.97 FEET; THENCE LEAVING SAID LINE, ,0I'11'29'E" 159.00 FEET TO THE SOUTH
LINE OF LOT 3, N.E. MCMULLEN'S SUB DIVIS N; THENCE ALONG THE SOUTH LINE OF LOTS
3 THROUGH 6 OF SAID PLAT, S,89'54'05'V" 213.57 FEET; THENCE N.03'20'46'E., 4.63
FEET; THENCE S 89'48'33''vI., 203.82 FEET; THENCE S.0I'OI'28'[" 164,74 FEET TO THE
NORTH RIGHT-oF-VAY LINE OF DRUID ROAll (60 FOOT RIGHT-OF-VAYl; THENCE ALONG
SAID LINE, S.89'44'34'1J" 167.50 FEET TO ~HE POINT OF BEGINNING.
CONTAINING 2,768 ACRES (120574 SQUARE f'~ETl MORE DR LESS,
CIVIL ENGINEER
STRUCTURAL ENGINEER
INTERPLAN LLC
933 LEE RD" 1 ST FLOOR
ORLANDO, FL 32810
INTERPLAN LLC
933 LEE RD" 1 ST FLOOR
ORLANDO, FL 32810
ELECTRICAL ENGINEER
SURVEYOR
INTERPLAN LLC
933 LEE RD., 1ST FLOOR
ORLANDO, FL 32810
POLARIS ASSOCIATES INC.
2915 S.R, 590 SUITE 17
CLEARWATER, FLORIDA 33759
.
.
.
OR'GIN/~L
.
.
-:...~ n \\~ '.
~ \ V;
- - " I I ~
~__....J L
I: !
iU
l
OCT 2 5 2004
Pt,V " '
CITY lli
.
.
SHEET INDEX
.
SHT, NO, DESCRIPTION STRUCTURAL DRAWINGS
-
CS COVER SHEET S1 STRUCTURAL GENERAL NOTES
-
CIVIL DRAWINGS S2 FOUNDATION PLAN & DETAILS
C0 CIVIL DATA SHEET S3 SECOND FLOOR FRAMING PLAN & DETAILS
C1 SITE DIMENSION PLAN S4 ROOF FRAMING PLAN
C1.1 SJTE DEMOLITION PLAN S5 FOUNDATION DETAILS
C2 UTILITY PLAN S5A FOUNDATION DETAILS
C3 GRADING AND DRAINAGE PLAN S6 SECOND FLOOR SECTION & DETAILS
C3.1 STORMWATER POLLUTION PREVENTION PLAN S6A SECOND FLOOR SECTION & DETAILS
C4 SITE DETAILS S7 ROOF FRAMING DETAILS
C4.1 SITE DETAILS
L1 LANDSCAPE PLAN MECHANICAL DRAWINGS
L2 IRRIGATION PLAN M1.0 MECHANICAL DATA SHEET
L3 LANDSCAPE AND JRRIGATION DETAILS M1.1 MECHANICAL 1ST FLOOR PLAN
SURVEY - 3 SHEETS M1,2 MECHANICAL 2ND FLOOR PLAN
ARCHITECTURAL DRAWINGS M1,3 MECHANICAL ROOF PLAN
A0 ARCHITECTURAL DATA SHEET PLUMBING DRAWINGS
A 1.1 FIRST FLOOR PLAN P0 PLUMBING DETAILS
A1.2 SECOND FLOOR PLAN P1 PLUMBING PLAN UNDERGROUND
A2,1 REFLECTED CEILING PLAN - FIRST FLOOR P2 SECOND FLOOR CEILING PLUMBING PLAN
A2,2 REFLECTED CEILING PLAN - SECOND FLOOR P3 SECOND FLOOR PLUMBING PLAN
A2,3 ROOF PLAN AND DETAILS ELECTRICAL DRAWINGS
A3.1 EXTERIOR ELEVATIONS AND DETAILS E0 ELECTRICAL LEGEND, ABBREVIATIONS, PANEL SCHEDULE & NOTES
A3.2 BUILDING SECTIONS E1 ELECTRICAL DETAILS, CALC'S, LUMINAIRE SCHEDULE & NOTES
M.1 WALL SECTIONS AND DETAILS E2 SITE ELECTRICAL PLAN - LIGHTING
A5,1 ENLARGED PLANS AND STAIR SECTION [3,1 ELECTRICAL PLAN - FIRST FLOOR LIGHTING
A5.2 STAIR DETAILS [3,2 ELECTRICAL PLAN - SECOND FLOOR LIGHTING
A5.3 ENLARGED PLANS AND ELEVATOR SECTION E4,1 ELECTRICAL PLAN - FIRST FLOOR POWER
A6 MISC, DETAILS E4,2 ELECTRICAL PLAN - SECOND FLOOR POWER & ROOF PLAN
A7 MISC, DET Al LS E5,1 ELECTRICAL PLAN - FIRST FLOOR AUXILIARY SYSTEM
A8 INTERIOR ELEVATIONS AND DETAILS E5.2 ELECTRICAL PLAN - SECOND FLOOR AUXILIARY SYSTEM
A9 INTERIOR ELEVATIONS AND DETAILS E6,1 CRITICAL DIMENSIONED OUTLET PLAN - FIRST FLOOR
A10 INTERIOR ELEVATIONS AND SECTIONS E6,2 CRITICAL DIMENSIONED OUTLET PLAN - SECOND FLOOR
A11 INTERIOR ELEVATIONS AND SECTIONS
A12,1 SECURITY AND FURNITURE PLANS - FIRST FLOOR
A12,2 SECURITY AND FURNITURE PLANS - SECOND FLOOR
A13,1 FINISH PLANS - FIRST FLOOR
A13.2 FINISH PLANS - SECOND FLOOR
A14,1 DOOR SCHEDULE AND DETAILS / WINDOW AND FRAME SCHEDULE
A14,2 DOOR DETAILS
A15 VAULT PLAN AND DETAILS
.
.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407,629,9124
SEAL:
I
\
\
/\
r---...." ......~
~~v'~
,~
~
c;,
~
""
"tti
~t
M
U
0,
.
.
CONSULTANT:
REVISIONS:
NO, DATE
REMARKS
.
.
AMSOUTH
BANK
PROPERTY 10# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESffilCTlNG THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
EIU
r
L
...
PROJECT NO: 2003.0608
DATE: 05-24-04
cs
CHECKED: loll5l~~
.
.
.
.
MODIFIED: 10/13/1l4 17:1l1l:15 J:'y\-J\M4S0UTH\21l1l3.1l608\0361l8CS.DWG 1 "=2Il' ClMSE
PLOTTED: 10/14/1l4 08:43:02 J:\A-J\M4S0UTH\2003.0608\03608CS.DWG 1 "=20' ClMSE
.
DEMOLITION NOTES
1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL
COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS
AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON
EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION,
2, THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL
STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS,
TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS;
EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN
THE DRAWINGS,
3, EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM
DEPTH OF REMOVAL SHALL BE (2) FOOT BELOW SUBGRADE IN ROADWAY AREAS
AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE
DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE
TO BE REMOVED (UNLESS OTHERWISE NOTED ON PLANS). THE CONTRACTOR IS
RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL.
4, WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE
A PART OF CONNECTED FACILITIES (THAT ARE OFF -SITE), RESTORATION OF ANY
DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A
CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS, THE COST FOR SUCH RESTORATION SHALL BE
INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE
ALLOWED.
.
5, THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES
SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION
AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR
ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START
OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE
EXISTANCE & LOCATION OF ALL STRUCTURES, UTILITI ES & TREES SHOWN OR
NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED,
6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL
OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES IN THE
RIGHT -OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE
PROVIDER,
7, THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND
LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF
A FLORIDA REGISTERED LAND SURVEYOR),
.
EROSION CONTROL NOTES
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION
OF CONSTRUCTION.
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL
CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO
AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONAL CHANGES,
2, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR
AS THE FIRST STEP IN, CONSTRUCTION, SEDIMENT CONTROL PRACTICES WILL BE
APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF
THE SITE,
3, ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS, THE COST FOR SUCH RESTORATION SHALL BE
INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL
BE ALLOWED,
4, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO
CONSTRUCTION,
5, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION
BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS,
6, THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR
CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY
FOLLOWING COMPLETION OF CONSTRUCTION,
7, CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM
MOVING OFF-SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY
LINE.
.
8, CONTRACTOR SHALL BLOCK INTRUSION OF SAND. SILT OR OTHER DEBRIS
INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR
ADJACENT TO SITE,
9, ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE
WATERED TO PREVENT WIND EROSION,
10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O,T. INDEX NO, 102.
11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF HAY BARRIERS,
12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT
BARRIERS,
1.3, ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER
OR BY REGULATORY AGENCIES,
14, FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES
WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR HAY BALES, UNTIL THE
LIMEROCK BASE IS FINISED AND PRIMED,
.
.
IRRIGATION NOTES
1, CONTRACTOR SHALL INSTALL A COMPLETE IRRIGATION SYSTEM WHICH
PROVIDES 100% COVERAGE OF ALL PLANTED AND GRASSED AREAS, HEAD
SPACING IS TO BE EQUAL TO THE RADIUS OF THE GIVEN SPRINKLER HEADS,
PROVIDE ALL PIPING, VALVES, VALVE BOXES, SPRINKLER HEADS AND WIRING AS
REQUIRED FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM,
2. SPRINKLER LINES AND HEAD LOCATIONS SHOWN ARE ESSENTIALLY
DIAGRAMMATIC.
3. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A
LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY, ALL LINES SHALL BE
INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPED AREAS.
4. ADJUST DESIGN OF SYSTEM WHERE NECESSARY TO AVOID CONFLICTS IN THE
FIELD WITH LANDSCAPING OR UTILITY LINES,
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS
REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF THE WORK INCLUDED IN
THIS CONTRACT.
6, CONTRACTOR TO PROVIDE A DOUBLE CHECK VALVE BACKFLOW PREVENTER AT
THE POINT OF WATER SERVICE IN ADDITION TO AN IRRIGATION METER.
COORDINATE LOCATION WITH OTHER UTILITIES AND GENERAL CONTRACTOR,
7. ADJUST SPRINKLER HEAD RADIUS AND PATTERN (WHERE APPLICABLE) TO
OBTAIN MAX. COVERAGE FOR TURF AND SHRUBS ELIMINATING ANY OVERTHROW
ONTO SIDEWALKS, PAVEMENT, OR BUILDING STRUCTURE,
8. HEADS SHALL HAVE RISERS OF SUFFICIENT HEIGHT TO CLEAR ALL
SHRUBBERY INSTALLED.
9. ALL IRRIGATION PIPING WHICH IS LOCATED UNDER PAVEMENT SHALL BE
· ENCASED IN A SLEEVE TWO SIZES LARGER THAN THE IRRIGATION LINE
10. COORDINATE LOCATION OF IRRIGATION CONTROLLER WITH OWNER AND
GENERAL CONTRACTOR.
11. PROVIDE A RAIN SWITCH EQUIVALENT TO TORO RAIN SWITCH #850-74,
MOUNT ON BUILDING OR TRASH ENCLOSURE IN AN INCONSPICUOUS LOCATION
EXPOSED TO NORMAL RAINFALL AND PER MFRS, SUGGESTIONS,
12, OBTAIN INSPECTION AND APPROVAL OF ALL BURIED PIPING PRIOR TO
BACKFI LLI NG.
13. SPRINKLER HEAD MODEL NUMBERS SHOWN REFLECT TORO SPRINKLERS,
ANY SPRINKLERS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE
OWNER.
14, IRRIGATION CONTROLLER SHALL BE TORO CUSTOM COMMAND CONTROLLER
MODEL CC-P09 OR APPROVED EQUAL. VERIFY CONTROLLER OPTIONS WITH
OWNER. COORDINATE POWER REQUIREMENTS WITH GENERAL CONTRACTOR,
15, PROGRAM IRRIGATION CONTROLLER TO PROVIDE 1 INCH OF WATER PER
WEEK, SCHEDULE HEADS TO OPERATE DURING MORNING HOURS,
16, ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH Of 18" OF
COVER, ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12"
OF COVER,
17. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC
FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE.
18, THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT
FOGGING.
19, ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH
ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS,
. 20, ALL IRRIGATION SLEEVES SHALL BE 4" IN DIAMETER AND INSTALLED BY
GENERAL CONTRACTUR AT TIME OF UTILITY CONSTRUCTION.
21. ALL CONTROL WIRE SPLICES Si-iALL BE MADE IN VALVE BOXES USHNG
SNAP- TITE CONNECTORS AND SEALANT,
22, ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF
12" FROM ANY SIDEWALKS OR ROAD.
23, ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A
JUNCTION BOX AT THE EQUIPMENT LOCATION BY OTHERS,
24, ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP,
25. THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON A
REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION
INSTALLATIONS. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED
FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL
VALVES AND MAINLINES BY SHOWING EXACT MEASUREMENTS FROM HARD
SURFACES OR STRUCTURES,
.
DISINFECTING NOTES
HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ON ALL
NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND
APPURTENANCES, THE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS
OF AWWA C600 OR M23 AS APPLICABLE
DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN
ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. SATISFACTORY
BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO
FINAL CERTIFICATION,
THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING
MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, AND
TESTING OF THE NEW MAIN, AS SPECIFIED IN AWWA C651-92,
CONTRACTOR SHALL UTILIZE A JUMPER CONNECTION DURING WATER MAIN
TESTING. ALTERNATE TYPES OF BACKFLOW PREVENTION MAY BE UTILIZED AS
APPROVED BY INSPECTION STAFF AND ENGINEER,
.
.
LANDSCAPE NOTES
1, ALL PLANT MATERIAL SHALL BE FLORIDA GRADE No. 1 OR BETTER AS OUTLINED
IN THE FLORIDA "GRADES AND STANDARDS FOR NURSERY PLANTS" AND "GRADES
AND STANDARDS FOR NURSERY PLANTS PART II PALMS AND TREES,"
2, CONTRACTOR, IN PREPARING BIDS, SHALL VERIFY THE AVAILABILITY OF ALL
PLANT MATERIAL SHOWN ON THESE PLANS, IF CERTAIN PLANT MATERIAL IS NOT
AVAILABLE AT THAT TIME, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE
ARCHITECT, RICK ABT OF INTERPLAN LLC AT (800) 373-5552 OR (407) 645-5008,
TO DISCUSS EQUIVALENT SUBSTITUTIONS.
3, IN THE EVENT OF DISCREPANCY BETWEEN THE PLANT LIST AND ACTUAL NUMBER
OF PLANTS SHOWN ON THE PLAN, THE PLAN SHALL CONTROL. THE LANDSCAPE
CONTRACTOR SHALL NOTIFY INTERPLAN LLC OF ANY DISCREPANCIES PRIOR TO
ISSUANCE OF BIDS.
4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OCCURRING
ON SITE OR ADJACENT AREAS, INCLUDING BUT NOT LIMITED TO BUILDINGS, PAVING,
UTILITIES, ETC., WHICH IS CAUSED BY PREPARING OR INSTALLING ANY AND ALL
PLANT MATERIAL.
5. ALL DISTURBED AREAS ON SITE SHALL BE FULLY SODDED ASIDE FROM DEFINED
PLANTING BEDS. SOD SHALL BE FREE OF WEEDS AND NOXIOUS PESTS OR
DISEASES,
6. GRADE, DRESS, AND SOD DISTURBED AREAS AS SOON AS POSSIBLE TO
PREVENT EROSION.
7. ALL PLANTING BEDS AND TREE SAUCERS SHALL HAVE CYPRESS BARK MULCH TO
A DEPTH OF 2" MIN, EXCEPT IN AREAS ON SLOPES GREATER THAN 3% WHICH
SHALL HAVE A CYPRESS BARK MULCH TO A DEPTH OF 3" MIN,
. 8. CALIPER OF TREES SHALL BE MEASURED AT 12" ABOVE GRADE UNLESS STATED
OTHERWISE IN PLANT LIST ON SHEET L 1. ALL TREES SHALL BE INSTALLED IN AN
UPRIGHT POSITION, CALIPER OF TREES SHALL TAKE PRECEDENCE OVER HEIGHT OR
SPREAD.
9. PLANT MIX OF 8" SHALL BE TILLED INTO EXISTING SOIL TO A DEPTH OF 24",
REFER TO SHRUB AND TREE PLANTING DETAIL FOR EXTENT OF PLANT MIX TO BE
PROVIDED. PLANT MIX SHALL CONSIST OF 1/3 PEAT MOSS AND 2/3 EXISTING
SOIL.
10. ALL PLANT MATERIALS SHALL RECEIVE A SLOW RELEASE FERTILIZER IN
QUANTITIES AS DIRECTED BY THE MANUFACTURER.
11. ALL PLANT MATERIAL SHALL BE SET BACK 2 FEET, AND TREES .3 FEET, FROM
THE BACK OF CURBS OR EDGE OF PAVEMENT,
12. PIN ALL SOD ON 3: 1 OR GREATER SLOPES,
13. LANDSCAPING SHOWN ON THIS PLAN SHALL BE MAINTAINED IN COMPLIANCE
WITH LOCAL LANDSCAPING ORDINANCE.
14. A TWELVE -MONTH WARRANTY SHALL BE PROVIDED FOR ALL NEW PLANT
MATERIAL, STARTING FROM DATE OF FINAL ACCEPTANCE BY OWNER, WITHIN THIRTY
DAYS OF NOTIFICATION, DEAD OR UNHEALTHY MATERIALS SHALL BE REPLACED, IN
CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN, BY THE LANDSCAPE
CONTRACTOR,
15. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT DRAWING ON A REPRODUCIBLE
MEDIUM (SEPIA OR MYLAR) SHOWING THE LOCATION OF ALL LANDSCAPE MATERIAL
PRIOR TO FINAL ACCEPTANCE.
.
IRRIGATION LEGEND
CLASS 160 PVC LATERAL LINE-SIZE AS SHOWN
UNTIL A SMALLER SIZE IS SHOWN.
4" PVC SLEEVE
~
PIPE CROSSOVER
VALVE ZONE NO.
VALVE GPM VALVE SIZE
~ BACKFLOW PREVENTER
---m--- IRRIGATION METER
[I] CONTROLLER LOCATION
o RAIN SENSOR LOCATION
CD ZONE NUMBER
.
UTILllY CONTACTS
WATER/ CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION
SEWER 100 SOUTH MYRTLE AVENUE, 2ND FLOOR
CLEARWATER, FLORIDA 33756
CONTACT: STEPHEN DOHERTY 727-562-4773
STORM CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION
DRAINAGE 100 SOUTH MYRTLE AVENUE, 2ND FLOOR
CLEARWATER, FLORIDA 3.3756
CONTACT: ROBERT MARAN 727-562-4592
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD)
7601 U,S. HGWY 301 NORTH
TAMPA, FLORIDA 336.37
CONTACT: RICHARD ALT 800-836-0797
ELECTRIC FLORIDA POWER CORPORATION
2166 PALMETTO STREET
CLEARWATER, FLORIDA 33765
CONTACT: GARY HAIRE 727-562-5656
TELEPHONE VERIZON
1280 CLEVELAND STREET, FLCN 5033
CLEARWATER, FLORIDA 33755
CONTACT: DAN SULLIVAN 727-562-1132
.
OTHER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
3804 COCONUT PALMS DR,
TAMPA, FLORIDA 33619-1352
CONTACT: JEFF HILTON 813-744-6100 EXT, 443
PINELLAS COUNTY HEALTH DEPT, - ENVIRONMENTAL ENG, SECTION
4175 EAST BAY DR" SUITE .300
CLEARWATER, FLORIDA .33764
CONTACT: MICKEY LONG 727 -464-4422/MIKE FLANERY 727-538-7277
.
UTILITY NOTES
PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING UTILITIES, INCLUDING WITHOUT LIMITATION POTABLE WATER.
RECALIMED WATER, SANITARY SEWER, AND SERVICE UTILITIES, AT POINTS OF
CONNECTION, POINTS OF CROSSING, AND/OR POTENTIAL CONFLICT, NOTIFY
ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS,
A, GENERAL
1. THE LOCATIONS OF EXISTING UTILITI ES, SUCH AS WATER MAINS, SEWERS,
GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE
INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,
THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND
COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK.
2. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER,
DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS,
CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISE
LOCATED BY DIMENSroNS - REFLECT SCHEMATIC LOCATIONS ONLY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL
CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING
ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY
PROVIDER.
3. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF CLEARWATER PUBLIC WORKS
ADMINISTRZATJON, AND WILL BE SUBJECT TO THEIR INSPECTION AND
ACCEPTANCE.
.
4. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION
TO DETECT APPARENT DEFECTS, MARK DEFECTIVE MATERIALS WITH WHITE PAINT
AND PROMPTLY REMOVE FROM SITE.
5. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO
OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT
INDICATED WITH UNBROKEN CONTINUITY OF INVERTS, PLACE BELL ENDS OR
GROOVE ENDS OF PIPING FACING UPSTREAM.
6, CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS
WORK PROGRESSES, MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH
JOINT AS IT IS COMPLETED, PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT
WHENEVER WORK STOPS,
7. MAINTAIN 3' COVER OVER MAINS, AND .3' OVER SERVICES/LATERALS,
8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS,
VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE
STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS
OTHERWISE DIRECTED.
9. INSTALL CONTINUOUS LOCATOR TAPE/WIRE, LOCATED DIRECTLY OVER POTABLE
WATER MAINS AND SANITARY SEWER MAINS AT 6" TO 8" ABOVE PIPE.
10, WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL
BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH
A.A,S,H,T.O, - T -99.
11. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER
PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR,
.
12, ~LL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITY/STORM
INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY/STORM
CONSTRUCTION. DEWATERING OF UTILITY/STORM TRENCHES MAY BE REQUIRED
TO PREVENT FLOTATION OF UTILITY/STORM PIPES DURING INSTALLATION.
13, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS
COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY
CERTIrlCATlONS MAY BE INITIATED, SATISFACTORY BACTERIOLOGICAL TEST
RESULTS. PRESSURE TEST RESULTS, AND AN AS BUILT SURVEY SHALL BE
SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION.
B, MATERIALS (WATER)
1. SERVICE PIPE SHALL BE POLYETHYLENE (PE), DR9.
2. WATER MAINS SHALL BE PVC ASTM C900, DR 18 WITH INTEGRAL BELLS AND
ELASTOMERIC JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477,
3. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED, SHALL CONFORM TO ANSI/AWWA
A21,51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES,
4. CORPORATION STOPS SHALL BE 1 1/2" BRASS, EQUIPPED WITH
CONNECTIONS COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE
WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL BE SIZED TO MATCH
THE METER SIZE AND CONFORM WITH AWWA C800 AND AWWA C901.
5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH AWWA
C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS.
6. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE
SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT
PATTERN ON A DUCTILE IRON SADDLE BODY, FOR PVC PIPE, DOUBLE STRAPS
SHALL BE CORROSION RESISTANT ALLOY STEEL, SIZED EXACTLY TO THE PIPE
OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BUNA-N RUBBER,
C, MATERIALS (SEWER)
1, ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE
POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH
PUSH-ON RUBBER GASKET JOINTS.
.
2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY
THE PIPE MANUFACTURER OR PRIOR-APPROVED EQUAL
3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL
BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER.
D, MATERIALS (STORM)
1. REINFORCED CONCRETE PIPE (RCP): O-RING PIPE SHALL CONFORM TO ASTM
C 76 (CLASS III, UNLESS OTHERWISE SPECIFIED) AND AASHTO M 170 STANDARD
SPECIFICATIONS, AND ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR
RCP USING RUBBER GASKETS,
2. ELLIPTICAL RCP SHALL CONFORM TO ASTM C 507 (CLASS III) AND AASHTO
M 207 STANDARD SPECIFICATIONS.
3. HDPE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M-25
(3"-10"), M-294 (12" AND LARGER), TYPE S (CORRUGATED OUTSIDE - SMOOTH
INSIDE, 4"-60"), AND MP7 (60" TYPE S).
A. BELL/SPIGOT GASKET FOR HDPE PIPE SHALL BE SOIL/SILT TIGHT PER
MSHTO SECTION 26 WITH RUBBER GASKET MEETING ASTM F-477.
4. PVC STORM SEWER PIPE (12" OR LESS) AND FITTINGS SHALL BE
NON-PRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 30.34,
SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS.
.
.
GENERAL NOTES
1. SITE LOCATION: 715 S, FT. HARRISON AVENUE, CLEARWATER, FLORIDA
2, THIS SITE LIES IN FLOOD ZONE X, FEMA PANEL 1203C0108G
DATED SEPTEMBER 03, 2003.
3, BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY POLARIS ASSOCIATES, INC,
2915 S,R. 590, SUITE 17, CLEARWATER, FLORIDA 33759
4, BENCHMARK-REFER TO TOPOGRAPHIC SURVEY BY POLARIS ASSOCIATES, INC.
5. LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS
INCLUDED FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FOR
THE CONTRACTOR, INTERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY
OR COMPLETENESS.
6. THE LOCATIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS,
GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE
INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND
7. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT
FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH
STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION
CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT
LOCAL, COUNTY AND STATE CRITERIA
8, THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PLANS, OF ALL
OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS,
FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND
ACCUMULATION OF RUBBISH OF WHATEVER NATURE. OFF-SITE DISPOSAL,
INCLUDING ANY HAZARDIOUS MATERIAL ENCOUNTERED, SHALL BE IN ACCORDANCE
WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS,
.
9, THE CONTRACTOR SHALL IMMEDHATELY NOTIFY INTERPLAN LLC. OF ANY
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF
CONSTRUCTI ON,
10. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN
CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN
CONSENT AND/OR APPROVAL FROM THE OWNER AND THE ENGINEER,
11, THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING
RIGHT OF WAY WITH THE CITY OF CLEARWATER AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION,
12, SCS SOILS: ASHTABULA FINE SAND
13, STORMWATER MANAGEMENT IS PROVIDED BY DRY RETENTION POND,
14, THE CONTRACTOR SHALL RESTORE OFF-SITE AREAS TO A CONDITION EQUAL
TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
15, ALL DISTURBED AREAS SHALL BE SODDED,
.
16, AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE
CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE
CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY
MANNER, TO ENGINEER. INCLUDING, WITHOUT LIMITATION:
0, SURVEYED "AS-BUILTS" PER AS-BUILT SURVEY SCOPE IN SPEC MANUAL.
b. COMPACTION AND DENSITY TEST REPORTS. AND
c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RES:.ILTS, AS
REQUIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER
COLLECTION/TRANSMISSION SYSTEMS.
THE CONTRACTOR SHALL HAVE TWO (2) SETS OF AS-BUILT PLANS. SIGNED AND
SEALED BY SURVEYOR OF RECORD. ON SITE THE DAY OF THE CIVIL ENGINEERING
FINAL PUNCH LIST INSPECTION, THE GENERAL CONTRACTOR ~S TO GIVE THE
TWO AS-BUILT PLANS TO THE REPRESENTATIVE FROM INTERPLAN COMPLETING
THE INSPECTION. IF ANY DEFICIENCIES ARE NOTED, ONE SE~ OF RED-LINED
AS-BUILT PLANS WILL BE GIVEN TO THE GC FOR REVISIONS TO BE MADE.
REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO INTERPLAN BEFORE ANY
CERTIFICATIONS CAN BE INITIATED.
17, ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLi,1 ION SHALL MEET
THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT
OF TRANSPORTATION,
18, PARKING STALLS SHALL CONFORM WITH LOCAL CODE, ACCESSIBLE PARKING
SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA
REQU I REMENTS.
19. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH
CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE,
20, LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC
CONTROL DEVICES,
21, ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB,
22, ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE, SEE
ARCHITECTURAL PLANS,
23, ALL CURB RETURN RADII ARE 5' UNLESS NOTED,
24, BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO
WEST PROPERTY LINE.
25, APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH
COLLECTION/SHREDDING OF BAGGED TRASH STORED IN WORKROOM 111,
.
UTI LIlY SEPARATION NOTES
UTILITY SEPARATION - VERTICAL CLEARANCE
1. WHERE WATER AND GRAVITY SANITARY SEWER MAINS CROSS WITH
LESS THAN 18 INCHES VERTICAL CLEARANCE OR THE SEWER MAIN IS ABOVE
THE WATER MAIN, THE SANITARY SEWER WILL BE 20 FEET OF EITHER:
A, DUCTILE IRON PIPE, CENTERED ON THE POINT OF CROSSING, OR;
B, CONCRETE ENCASED VITRIFIED CLAY; OR
C, PVC PIPE UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED.
2. WHERE WATER MAINS AND STORM SEWER PIPES CROSS WITH LESS THAN 18
INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE 20 FEET OF DUCTILE
IRON PIPE CENTERED ON THE POINT OF CROSSING.
A. IF THE SANITARY SEWER IS EXISTING AND POTABLE WATER MAIN IS
PROPOSED, THE WATER MAIN SHALL, AT A MINIMUM, BE UPGRADED TO DUCTILE
IRON PIPE, CONSTRUCTED IN SEPARATE TRENCHES. LAID AT A HIGHER
ELEVATION THE THE SANITARY SEWER, AND UTILIZE STAGGERED JOINTS,
UTILITY SEPARATION - HORIZONTAL SEPARATION
3, WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAIN, A
SEPARATION (MEASURED EDGE TO EDGE) OF AT LEAST TEN FEET SHOULD BE
MAINTAINED, WHERE THIS SEPARATION IS NOT MET, ONE OF THE FOLLOWING
MUST OCCUR:
A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED
EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP
OF THE SEWER, OR;
B. IF BOTH SANITARY SEWER AND POTABLE WATER MAINS ARE PROPOSED AND
THE ABOVE (A) IS NOT MET, THE SANITARY SEWER PIPES SHALL BE UPGRADED
TO THE EQUIVALENT PIPE MATERIAL AS THE WATER MAIN AND PRESSURED
TESTED.
4, SEPARATION REQUIREMENTS BETWEEN FORCE MAINS AND POTABLE WATER
MAINS MUST BE MAINTAINED UNLESS APPROVED IN ADVANCE BY THE
DEPARTMENT.
.
.
ORfB11\JAL
SITE DATA
EXISTING
SITE AREA
PAVEMENT /SIDEWALK/BUI LDING
OPEN SPACE (GREEN)
120,552 SF
39,405 SF
81 ,1 47 SF
TOTAL = 120,552 SF
2,77 AC,
32,68 %
67.32 %
100,00%
2.77 AC,
0,08 %
64,92 %
35%
100,00%
PROVIDED
8.58 FT
1137 FT
2036 FT
84.61 FT
PROVIDED
107.3' FT
8,6' FT
159,6 FT
127,8 FT
5 FT
7,98 FT
96 FT
5.19 FT
PARKING REOUIRED
THE PARKING FORMULA FOR A BANK IN " 0" ZONING DISTRICT IS
TWO (2) TO FOUR (4) SPACES/1000 SF OF BUILDING AREA.
(9104/1000 SF)x2 = 18,208 19 SPACES
(9104/1000 SF)x4 = 36.416 37 SPACES
PARKING PROVIDED
REGULAR 32
HANDICAP 2
TOTAL 34
I.S,R. (PRE)
PROPOSED DEVELOPMENT
DEVELOPMENT AREA
BUILDING GROSS AREA (TWO STORY)
BUILDING (FOOTPRINT)
PAVEMENT/SIDEWALK
OPEN SPACE (GREEN)
0.34
120,552 SF
9,104 SF
4,552 SF
33,433 SF
78,015 SF
120,552 SF
In
MODIFIED: 10/14/04 08:30:58
PLOTTED: 10/14/04 08:43:52
A COpy OF THIS SHEET C0 SHALL BE PROVIDED
TO ALL BIDDERS AND SUB-CONTRACTORS.
.
TOTAL =
I.S.R, (POST)
FA R.
0,0755
ZONING
D
BUILDING HEIGHT
MAX, ALLOWED
50 FT
.
BUILDING SETBACKS
FRONT (WEST)
SIDE (EAST)
SIDE (NORTH)
REAR (SOUTH)
REQUIRED
o FT
o FT
o FT
o FT
CANOPY SETBACKS
FRONT (WEST)
SIDE (EAST)
SIDE (NORTH)
REAR (SOUTH)
LANDSCAPE BUFFER
FRONT (WEST)
SIDE (EAST)
SIDE (NORTH)
REAR (SOUTH)
REQUIRED
o FT
o FT
o FT
o FT
5 FT
5 FT
5 FT
5 FT
.
LEGENDS
PROPOSED
PROPOSED CONTOUR
-73,50-
MEET EXISTING GRADE
MEG
EDGE OF PAVEMENT
EaP
SIDEWALK
SW
GRADE BREAK
HIGH POINT
GB
HP
SPOT ELEVATION
12.55
~
DIRECTION OF FLOW AND
PERCENT SLOPE
1,0%
-1r-
STORM SEWER & INLET
-ST~ST-
-050-
-ss-o-
) . C.O.
-w
-w~
DOWN SPOUT DRAI NS
SANITARY SEWER & MANHOLE
CLEANOUT
WATER SERVICE
FI RE HYDRANT
WATER METER
m
.
BACKFLOW PREVENTION DEVICE -IlSEi-
GATE VALVE
-C*--
REDUCER
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
SITE LIGHTING
C>
-UGT-
-UGE-
~
o
@
PARKING SPACE TOTALS
DETAIL NUMBER
SHEET NUMBER
~
~
ZONING
CURRENT LAND USE
GC NOTE:
. .
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
933 LEE ROAD. FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645,5008
FX 407.629,9124
SEAL:
~l
C)
o
C"o<J
'<e:tl
r-)
}-~
u
0,
~~
.
CONSULTANT:
..~
"-
C1
-. (
,
C
l
f-
.'
(
~
rt_
REVISIONS:
NO. DATE
REMARKS
2 08-11-04 ORC COMMENTS
3 10-08-04 CITY COMMENTS
.
.
AMSOUTH
BANK
PROPERTY ID# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTI-lER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003,0608
DATE: 05-24-04
.
.
.
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SITE DIMENSION PLAN
111 = 20'
NORTH
.
.
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TRAFFIC CONTROL & SIGNAGE
CD HANDICAP PARKING AND STRIPING @
o HANDICAP SIGN (2 PLACES) ffi
\IV
CD PAVEMENT MARKINGS ~
G) CR0SSWALK STRIPING (FOOT INDEX 17346)
TRIP COUNT CALCULATIONS
EXISTING AND PROJECTED TRIP ENOS ARE DETERMINED THROUGH THE IT[ TRIP GENERATION
(7th EDITION), UNDER LAND USE 912, DRIVE-IN BANK FOR THE PROPOSED SITE, BASED ON
THE SQUARE FOOTAGE (9,104SF) FOR THE PROPOSED BANK FACILITY.
TYPE OF BUSINESS EXPECTED DAILY TRIPS EXPECTED TRIPS DURING PM PEAK HOUR
DRIVE - IN BANK (PER 1000 SF) 2,243 486
CD 4" WHITE (PAINT)
REFER TO SHEET C0 FOR GENERAL NOTES.
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO SITE-SPECIFIC NOTES AND REQUIREMENTS,
CD 24" WHITE STOP BAR (PAINT)
(2) 30" "STOP" SIGN (R1-1)
CD "DO NOT ENTER" SIGN (R5-1)
CD 4" DOUBLE YELLOW
o TRAFFIC YELLOW PAINT ON FACE OF MONOLITHIC SIDEWALK CURB AND
FIRST 6" ON TOP OF SIDEWALK
NOTE:
ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" BY THE U,S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION.
NOTE: ALL FUTURE DEVELOPMENT SHALL INCLUDE
ACCESSIBLE PATHS THAT WOULD LINK THE
DEVELOPMENT NODES INTERNAL TO THE SITE TO PUBLIC
WALKWAYS AND PUBLIC TRANSPORTATION PICK UP POINTS
AS REQUIRED TO COMPLY WITH THE ACCESSIBLE FLORIDA
BUILDING CODE, SECTION 11-4,3.2,
.
.
SITE NOTES
ffi60\
HANDICAP RAMP. \IV\IV
L4\LF\
CORNER RAMP #1 \QiJ7~
WHEEL STOP (8 PLACES). LIS
\IV
6" CURB. ~
MONOLITHIC CURB AND SIDEWALK. ffi
\IV
CONCRETE WALK. ffi
\IV
CONCRETE APRON ~
CORNER RAMP #2 ~
PROPOSED RETENTION WALL ffi
\QiJ7
SIGHT VISIBILITY TRIANGLE
PROPOSED DRAINAGE STRUCTURE, @
\IV
INSTALL DETECTABLE WARNING SURFACE IN THIS AREA, ~
EXTEND TO LIMITS SHOWN. \IV
PROPOSED CONC, CURB & GUTTER, @
DUMPSTER ENCLOSURE. ENCLOSURE WALL MATERIAL TO ffi
MATCH MAIN BUILDING WALL MATERIALC:CLOSURE ~
WALLS TO BE INSTALLED ON 6" 3000 PSI CONCREl E PAD.
@]
@]
B
@]
~
~
ffi~
@]
~
~
NOT USED
@]
MATCH EXISTING CURB TO LIMITS SHOWN.
EXISTING TREE TO REMAIN. ffi
i:v
~
@]
~
@]
~
ITiJ
ffi@]
EXISTING CONC. CURB & GUTTER.
EXISTlNG SIDEWALK TO REMAIN,
CONCRFTE WALK EXPANSION JOINTS AND SCORF MARKS. @
LIGHT PO
LE (TYP.).
RAMP #1. ffioo
\QiJ7\IT7
AND MATCH EXISTING SIDEWALK. ffi
\IV
@0
ASPHALT PAVEMENT
C4
@
CONCRETE FILLED BOLLARD (SEE ARCH. PLANS FOR PLACEMENT). \IV
@j9 ~
CONCRETE PAVEMENT (SEE ARCH. PLANS)
C4 C4,
SIDEWALK
SAW CUT
MATCH EXISTlNG CURB & GUTTER AT LOCATION SHOWN,
DECORATIVE ASPHALT PAVING - BRICK PATTERN "DYED 8R1CK RED COLOR",
1illIE;
1. APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH
COLLECTlON/SHREDDING OF BAGGED TRASH.
3' HIGH SCREEN WALL - SEE ARCHITECTURAL PLANS
.
INTERPLAN ~
"
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
933 LEE ROAD, FIRST FLOOR
ORlANDO, FLORIDA 32810
PH 407,645,5008
FX 407.629.9124
SEAL:
CONSULTAN~
~~
'I.
T
u
c:
o
u
(
.
<1,
C._"
r
L.
-)<
Ch
/
/
/
REVISIONS:
NO. DATE
REMARKS
2
3
08-11-04 DRe COMMENTS
10-04-04 CITY COMMENTS
4"
.
.,.:x
AMSOUTH
BANK
PROPERTY 10# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
COPYRIGHT @
INTERPlAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003,0608
DATE: 05-24-04
CHECKED: r Dl '2,\ l Dte~
. .
J:\A-J\AMSOUTH\2003.0608\03608C1.DWG '"=20' ALLGOM
J:\A-J\AMSOUTH\2003.0608\03608C1.DWG I" =20' CLAA..<;E
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MODIFIED: 10/21/04 13:33:32
PLOnED: 10/14/04 08:43:41
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GENERAL DEMOLITION NOTES
1, CLEAR SITE OF ALL BUILDINGS, STRUCTURES, PAVEMENT AND LANDSCAPING PER
SPECIFICATIONS UNLESS OTHERWISE SPECIFIED ON THE PLOT PLAN OR BY THE
OWNER'S ENGINEER. SEE SURVEY FOR EXISTING STRUCTURES AND CONFIRM
WITH A SITE VISIT,
2. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO
LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION,
8.41
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I
3. RESTORE TO ORIGINAL OR BETTER CONDITION ALL AREAS DISTURBED BY
CONSTRUCTION.
4. EXISTING UNDERGROUND UTILITIES, UNLESS OTHERWISE NOTED, SHALL REMAIN
AND ARE TO BE PROTECTED WHERE NECESSARY,
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5. REMOVE ALL PRODUCT PIPING, VENT LINES AND RISERS, ISLANDS AND UTILITIES
BOXES PER STATE OR LOCAL ORDINANCES,
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6. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE CONCRETE AND SOIL AS
NECESSARY TO COMPLETE PROPOSED CONSTRUCTION. ANY IMPACTED SOILS
ENCOUNTERED SHALL BE STOCK PILED PER DIRECTION OF OWNER'S
REPRESENTATIVE UNLESS OTHERWISE DIRECTED, CONTRACTOR SHALL USE ALL
EXCAVATED SOILS,
7. REMOVE AND DISPOSE OF SEPTIC TANKS. GREASE TRAPS AND LEACH FIELDS IN
THEIR ENTIRETY, PER STATE AND LOCAL HEALTH CODES INCLUDING SEWER PIPE
SEPTIC TANKS, FIELD LINES AND ALL BELOW GRADE APPURTENANCES, FILL
EXCAVATIONS WITH APPROPRIATE MATERIAL ACCORDING TO LOCAL CODES.
r'--
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8, CONTRACTOR SHALL BE RESPONSrBLE FOR LAYOUT OF THE ENTIRE SITE, THE
PROPERTY CORNERS SHALL BE MARKED, IF CORNER PINS ARE REMOVED OR
DISTURBED DURING CONSTRUCTION, CONTRACTOR SHALL REMARK PROPERTY
CORNERS AT HIS EXPENSE USING A REGISTERED SURVEYOR.
3B 31
9. THE SITE DEMOLITION DEBRIS INCLUDING SUCH ITEMS AS FENCES, WALLS
FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION AND
ACCUMULATIONS OF RUBBISH OF WHATEVER NATURE, SHALL BE SATISFACTORILY
DISPOSED OF OFF -SITE.
::l0' (Pl>
LEGEND
10. THE CONTRACTOR SHALL OBTAIN AND HAVE ON SITE ALL APPLICABLE EXCAVATION
AND DEMOLITION PERMITS PRIOR TO BEGINNING ANY CONSTRUCTION,
J I
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[I
11. ASBESTOS REMOVAL:
CONTRACTOR TO PROVIDE FOR ANY ASBESTOS ABATEMENT REQUIRED, ANY
ASBESTOS WORK TO BE PERFORMED SHALL BE DONE IN ACCORDANCE WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
EXISTING ASPHALT PAVEMENT
12, PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALL PUT IN PLACE
EROSION CONTROL FACILITIES AND SILT BARRIERS AS SHOWN ON THE PLANS
AND DETAILS,
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. . . -. .
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EXISTING CONCRETE AND CURB
_ '")'") T.,
13. ALL EQUIPMENT, MATERIALS AND FIXTURES SHALL REMAIN THE PROPERTY OF
THE OWNER AND SHALL BE STORED OR DISPOSED OF PER THE OWNERS
DIRECTION UNLESS OTHERWISE NOTED.
SITE DEMOLITION PLAN
C)
EXISTING METAL BUILDING
14, CONTRACTOR SHALL AQUAINT HIMSELF WITH THE CONSTRUCTION DOCUMENTS
AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY SO DESIGNED
OR DESIGNATED TO BE UTILIZED IN THE WORK,
111 = 2U
NORTH
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EXISTING ONE STORY METAL BUILDING (14.134 SF) TO BE DEMOLISHED
INCLUDING ALL WALLS, FOUNDATIONS, FOOTINGS, SIDEWALKS, SHEDS AND
ALL ASSOCIATED UTILITIES,
CONTRACTOR SHALL REMOVE EXISTING GREASE TRAP AND SEWER
PIPE WITHIN PROPOSED PAVEMENT OR BUILDING AREAS, PLUG
OR CAP LATERAL IN GRASS AREA NEAR PROPERTY LINE,
SAW CUT AND REMOVE EXISTING CONCRETE WALK,
REMOVE 6' HIGH WOOD FENCE.
REMOVE CHAINLINK FENCE.
SAW CUT AND REMOVE EXISTING PAVEMENT AND CURBS,
SAW CUT AND REMOVE EXISTING CURB AND DRIVEWAY,
RELOCATE TRAFFIC SIGNAL UTILITY BOX (T.S,B,), COORDINATE
WITH APPROPRIATE AUTHORITIES
CONTRACTOR SHALL REMOVE EXISTING LIGHT POLES AND
BASES WITHIN PROJECT AREA. (TYP)
EXISTING SIGN TO BE REMOVED,
EXISTING TREES TO BE REMOVED. (TYP,)
EXISTING TREES TO REMAIN, (TYP,)
POWER POLE TO BE REMOVE/RELOCATED PER POWER COMPANY,
CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER
METERS, BACKFLOW PREVENTERS AND VALVES, COORDINATE
REMOVAL OF ANY EXTRA METER(S) AND CAPPING OF SERVICE
LINE(S) WITH THE UTILITY PROVIDER,
CONTRACTORS SHALL REMOVE ALL CURBS, CONCRETE PAVEMENT,
ASPHALT, AND BASE COURSE DESIGNATED WITHIN PROJECT LIMITS,
DISPOSAL, INCLUDING ANY HAZARDOUS MATERIALS
ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS,
SAW CUT AND REMOVE EXISTING DRIVEWAY, FLUME, CONC, APRON
AND CURB,
SILT FENCE AND EROSION CONTROL BARRIER (TYP,).
REGRADE EXISTING RETENTION POND,
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INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
. ~3 LEE ROAD, FIRST FLOOR
, ORLANDO, FLORIDA 32810
PH 407,645.5008
FX 407,629.9124
SEAL:
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CONSULTANT:
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~...-._--
REVISIONS:
NO. DATE
REMARKS
2
3
08- 1 1-04 DRC COMMENTS
10-08-04 CITY COMMENTS
.
AMSOUTH
BANK
PROPERTY ID# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003,0608
DATE: 05-24-04 ffi ffi
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approxif"lO te loco tion of'
4' water line per City of'
C1eorwo.ter Atlos
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______.___.____._______.._________.__._______----L-------------x
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PINE STREET
(50' R/W)
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9,104 SF
TWO STORY
F,F,E, = 40,00
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-approxiJ"\o. te loco tion
of 2" 90.5 line per
City of' Clearwo ter Atlas
-- ~
appr-oxif"lote location- of'-
10" wai:er line per City of'
Clearwater- Atlo.s 6"P.V.C.
DRUID ROAD
(60' R/W)
2' cone: cur
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SITE UTILITY PLAN
111 = 20'
NORTH
.
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UTILITY DATA
CD
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SANITARY SEWER
4" SANITARY STUB-OUT FROM BUILDING AT INV, = 34,75
0)
CD
10 L,F. - 6" PVC @ 1%
C.O'@6
INV, = 34,65
C4
80 LF - 8" PVC @ 1 %. @
~
SANITARY MANHOLE m
TF = 39.2 W
S,INV. = 33,87
W.INV. = 33,75 @
39 LF - 8" PVC @ 1 %. W
CORE DRILL TO EXISTING SANITARY MANHOLE
AT [NV, ELEV, = 33.36
EXISTING INV, APPROX. = 32,7.3 6B2
SAW CUT AND REPAIR ASPHALT AS NECESSARY,
WATER C4
&
CD
CD
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CD
CD
WATER STUB-OUT FROM BUILDING,
108 LF 1 1/2" PE DOMESTIC WATER SERVICE (TYP),
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7"7"6
17"
(r) 305,621
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5/8" VALVE, 5/8" METER AND 5/8" RPZ C
BACKFLOW PREVENTER, 4
NOTES:
1. BOTH DOMESTIC AND IRRIGATION BACKFLOW PREVENTERS SHOULD
BE INSTALLED SIDE BY SIDE AND COVERED WITH HOT BOX
(MODEL HB 1,5) BY HOT BOX. INC,. 924 LANE AVE,
JACKSONVILLE, FL 32254, (800) 736-0238,
2. MAINTAIN A MINIMUM 10' SEPARATION BETWEEN SANITARY SEWER
AND DOMESTIC WATER LINES,
1 1/4" IRRIGATION SERVICE LINE,
1" VALVE, 1" METER. AND 1" RPZ BACKFLOW PREVENTER.
2"x2"x1" TEE WITH 1 1/4" REDUCER FOR IRRIGATION SERVICE.
PROPOSED 10" X 2" WET TAP AND GATE VALVE AND 2" PVC
SDR21 SERVICE TO METERS.
PHONE
APPROXIMATE LOCATION OF TELEPHONE SERVICE CONNECTION INTO
BUILDING, SEE ARCHITECTURAL PLANS FOR EXACT LOCATION,
3. CONTRACTOR TO VERIFY EXISTING SANITARY AND WATER MAIN INVERT
ELEVATIONS AT POINTS OF CONNECTION. NOTIFY ENGINEER OF ANY
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR
TO START OF CONSTRUCTION,
4. ALL MAINTENANCE OF TRAFFIC SHALL COM FORM TO THE REQUIREMENT OF
LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION.
ELECTRIC
CONNECT TO EXISTING ELECTRICAL SERVICE LINE AT LOCATION SHOWN.
CONTRACTOR SHALL COORDINATE CONNECTION POINT, SERVICE
SIZE AND TRANSFORMER LOCATION WITH ELECTRIC SERVICE
PROVIDER PRIOR TO CONSTRUCTION, G.C, TO SUPPLY NECESSARY
UNDERGROUND CONDUITS AFTER TRANSFORMER LOCATION IS VERIFIED.
REFER TO SHEET C0 FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS.
.
INTERPLAN j
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
()
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407,645.5008
FX 407,629.9124
SEAL:
/,\.
. .,. ..:-.------.:.~'
I . .
., .
'~~ '
~~
.'M
.
.~
<:::)
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~
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,.
CONSULTANT:
L.
REVISIONS:
NO, DATE REMARKS
2 08-11-04 DRC COMMENTS
3 10-08-04 CITY COMMENTS
.
~J'~ ____ -
"
\ "
\ //,
L._ - - - _. - - - -+ - - - - -- - - -- - --' - -- -- .-- - - - -. - - -- - - - - - 7- - - - - O~ - - - - - ~-::::-_=--~ - '6"
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~o~~~.D;~:'-l-.--.-'"'--1/r.-.-~ -,-- :,- - --~+~\/----- 0 17~ pp \
2"/
/ \ 0 /
/ \ I
AMSOUTH
BANK
PROPERTY 10# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003,0608
DATE: 05-24-04
CHECKED: to \ \3 ~ o4e~
.
.
MODIFIED: 10/13/04 15:22:16 J:\A-J\AMSOUTH\2003.0608\03608C2,DWG 1"=20' CLMSE
PLOTTED: 10/14/04 08:43~34 J:\A-J\At.iSOUTH\2003,0608\03608C2.DWG '"=20' CLMSE
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opproxil"io. te loco. tion of 1 1
4' wo. ter line per City of
Clearwater Atlas FIP 1 l/t
37.76 (112' 'II) FPP 3/4"
~ \0.96' W.)
_----.- 133... 32
- 37,35 --- d
~ '-89048/33/1\) ''''(F) 387.281
3 7.35 '
~Ill 9' 37.75 02'('
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3719 36.91 36.86 35.10 __J
----r- 36. 7 4 -.-----~47-r..-~m---------r 34.b~)
36.82 36.49 36.46 34.74
+ "7 '7 PINE STREET + 36,90
37~5.1 (50' R/W)
. + 36,91 MEG
.13
FOUND 'Y
(154' W)
L i L
37.35
1~' 37.2
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seo 38.24 37.74
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37. 93 ____~ )7.48 /
t37)T ++ 37,39/
37.59 6" CLAY 37,4~
FIR 1/2"
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38.13 38.03
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37.98
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+ 38. .38
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37.17
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37.90
38.10
+38.01
38,37
M E.G,
37.47
37.70
37.67
+
37,69
37,98
37.31
+ 37,49
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38.25
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~'1~ .
. 4 '..
I
yl
I
I
R~ ___'___
I
'13
I
I
,
!
I
I
34.2
FCM 4"
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Jl~6' W)
r--
l
SIR
145
I
I
I
I
I
I
37.4
_L4h
35.7
37,98
.~
.
,5
. .
. ... :.0 ." . ;.... . .~. . ..
d~. ." .
._--~.-
. /,,' . 4 .
. ;. :..+~ "'. .'.' ." t..'
. . : :~".. .: ...
. '., . . . ~ "4" .~
a...~
U......
a::(/)
. ~
000
-8:
'0
.., .~.
TRAFFIC BEARING
METAL SOUD
COVER
38.42
~
37.98
1 L ---'I
Ie -= ~~I
c:====:.:..J r--..---,
1<... ..-J ==1
\.- -, =)1
r--;( )
I, , r---.I
1==< 01
L-- ---l <==~
Ic=,- ,I
_-J L-...
riP 1"
084
.
00
.
::>
-
8,09 37.75 37,63
37.71~
375}
----+'
.99 37.49 .37.45
,3758
J
9'-0"
PLAN
~
::>
z
~
~
Z
o
00
-
~
~
<
==
~
~
o
~
==
~
::>
8.14~
fl\ CONTROL STRUCTURE
~(MODIFIED FOOT TYPE 'H' INLET)
.
36.98
+
STORM DATA
f1l HANDICAP ZONE - MAXIMUM 2% SLOPE
L..J IN ANY DIRECTION.
5"
/ .
/ 5"
IT]
EXISTING SIDEWALK TO REMAIN,
CONTRACTOR TO VERIFY ADA
ACCESSIBILITY SLOPE COMPLIANCE FOR
HANDICAP ACCESSIBLE ROUTES - MAX
5.0% LONGITUDINAL SLOPE AND 2,0%
CROSS SLOPE,
@
i 3.7 ..02 '.
. . Z. : .
SCIR
68
FOU~D AXEL (~1~ S,
0.48' E.)
.d <J '.' .a .
~--.:~. cor>~lk (i!l.lcD
. <l
CONTROL STRUCTURE
IT]
8~ 37.54
7.67
o.pproxil')ote I
of 2" g05 line .
City of Clearwater Atlo.s
~
37.51 ~
FCIR 1/2"
L.B #6113
,,_ M
0. pproxil')O te lac clt'on of
10" water line per City of
Cleorwo. ter Atlas 6"P.V.C.
8]
[I]
157 LF 18" RCP @ 0.5%.
@3
TYPE "F" INLET #2
TF = 38.40 C4
INV. = 33,27
'"
3108
DRUID ROAD
(60' R/W)
5
37,23
2' cone
C)
135 LF 18" RCP @ 0.42%
TYPE "e" INLET #3 @
TF = 37,87 @
INV. = 32.70
,.'37 55
36,86
t 36.85
36.53
t 36. 49
36.28 + 36.25
t 36.22~ 3611
35.89 + 35 71
- -4 36.17
[D
[2]
+36.4:)
i.J~.$O
GRADING & DRAINAGE PlAN
111 = 20'
NORTH
I
I
32.5
.33.6
GRADE AREA
TO INLET
33.3
34.7
-------
38.2
34.8/ ---
"
..-
"
"
,3'4,3
/
4" woi;er line ~
Clearwater Ai;~
"""
I
I
I
,
I
\
I
I
,
I
I_~ .
Y41 ...\....
I ~ I..
I .
3 :S'-'J3.~
I ".
I, · ~
I" .
~ i I ~:4
// ~r ~/
// 1"+:
11' 1/
7" "113~
70{
"4"6" ~ L
/ J 6 01-~
t6"
1
6"1 ,,\.
" I 6"
" 34 ~~
..., - _ _ _ ~ SCIR VJ:,
1t3 .)4-- .
SlY -~ - - '2~3
12"
o /8"8"
31.0
7"6"
5"5"5
7"7"6
,,15
05
I
F.H. >! ~ 34.85 5445 55L
1~&D 33.-,~'oooo+ 34.1.3'~4.3~':o"
wv ~ 33.47
34.m - ___ 3.74
.3361 i r + WV
ms 53~ _~~j
5CO
5"5"
~O
16
:)3 6 05" 0 4" 6"
~ . 0
397
S 89044/3411\)
.\.33. 07 .. -I- 32. 94
32.81 32.82
(F) 305,621
'" 33.16
1+
3283
34.3
..'32.83
32.81
t 33,~9
--( 3~3i ~
33,15
17"
j5.0) ~
+~-
,32.94
+
+ 33. 78
.
33.44
t 32,93
33.27
or
8" CLAY
T
33. 44
t32,91
33.20
33.42
.33.24
t33.01
33.17
32.89
:55.09
.;<J.
125'
4 ,<I . 4
.
.. -.. 5/"c-Q~c:, .,WoU-< .(ol.oI
33.6
4 n F CM4'1.. .
l3. . ..q'
u
4 <I'
/j.. . 4'
..
..
Ii
3:1
4:1
33.9
r[
]W~
~
$t")
It')
II'i
~t")
u:>
,....,
TOP OF WAlL = 38.5
34.1
\
..-
..;,:
-
..;,:
BOTTOM OF
POND 33,50
~
It')
"
~t")
~
~
00
SIt")
It')
$"
10"""
~u:>
11')"""
\(j
t"')
346
34,4
33.9
345
9
33.7
~
SI
10
~ I
t")
"
y".....'......,
,
"
,
,
\
\
TOP OF WALL = 38,5
I
36.02
I
I
\
\
36.13\
rCIR 1/2" I
SIR h~#6113 \ ,,/
\ /0"
_9Jl~ _ _ _ -l6.J~ _ _ _ _ _ - - - ~ - - - - - - - - - ~ - ~.! - -- - - - - - -'- "
4.n' ni1.D;~.-.-.-.-'-r-.-.-.-.-.-.-.-.3),t-.-.-.-.-.-.-.-34.3 ;' 339 I
. ~ .~ jLB.H61,1.3,,' ! 0 17" . \
.. n. " '10 6 I I I
I I I 21'/
:'. I . \ 0 I
....
....
1
NTS
.
o
IT]
~
CD]
.
.
.
.
.
- (TOP OF GRATE)
.<l
. :. = 38,05
REFER TO SHEET C0 FOR GENERAL NOTES.
SPECIFICATIONS. AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS. l I (k ,
. CHECKED: \6 \"?\c4-~L .
MODIFIED: 10/14/04 08:36:29 J:\A-J\AMSOUTH\20a3.0608\03608C3.DWG 1"=20' CLMSE
PLOTTED: 10/14/04 08:43;23 J:\A-J\AMSOUTH\20a3,0608\03608C3.DWG 1"=20' CLMSE
TYPE "c" INLET
STEEL GRATE
TRAFFIC BEARING METAL
SOLID COVE SKIMMER TOP ELEV, 37,30
4 .
- TOP OF GRATE
= 38.05
SKIMMER
WIER ELEV. = 36.80
4
.
STEEL INLET GRATE
6"
30"
.
1:)
.
.J
"to
. '4'
24" RCP
INV, = 34,05
(TO OUTFALL)
.<l
.. .
4
'4
18" RCP
INV. = 34.05
4
<1'
'.
<1
. <I :" .4 .
4 <l
4'
. ..
1
1
J
4'-4"
t
9'-0"
SECTION A-A
WEIR WALL DETAIL
.
.MQIE.S;
1. CONTRACTOR SHALL FIELD VERIFY LOCATION. INVERT ELEVATION.
MATERIALS AND PIPE SIZES BEFORE CONSTRUCTION BEGINS.
2. CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT
THE POINT OF CONNECTION TO EXISTING STORMWATER SYSTEM,
3, CALL THE PARKS DIVISION AT 352-334-2171 FOR A BARRICADE
INSPECTION BEFORE CLEARING AND GRUBBING WORK BEGINS,
BARRICADES MUST BE A MINIMUM OF 2/3 OF THE AREA OF THE
DRIPLINE FOR THE REGULATED TREES AND AT OR OUTSIDE THE
DRIPLlNE FOR ALL HERITAGE TREES, REFER TO THE BARRICADE
DETAIL ON THE LANDSCAPE PLAN, IF CLEARING WORK IS REQUIRED
INSIDE THE TREE BARRICADES THEN IT MUST BE ACCOMPLISHED BY
HAND CLEARING,
189' LF 24" HDPE @ 0,15%
TYPE "c" INLET #4 ~
TF = 35,08 @
INV. = 32.42
@]
44 LF 24" HDPE @ 0,15%
M,E.S #5 ffi
INV. " 32.35 @
TYPE "c" INLET #6 @
TF = 37.00 @
INV, = 33.89
4, REMOVAL OF ALL CONSTRUCTION DEBRIS, LIMEROCK. EXCESS OF
BUILDERS SAND, CONCRETE AND MORTAR DEBRIS, EXISTING WEEDS
AND GRASSES, AND ALL FOREIGN MATERIALS IN THE PLANTING BED
AND SOD AREAS SHALL BE REMOVED AND 12" OF CLEAN FLORIDA
FILL OF PH 5,5-6.5 SHALL BE INSTALLED PRIOR TO ANY
INSTALLATION OF PLANTS OR TREES.
[ill
~
@]
78 LF 24" RCP @ 0.21%
5. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED BY THE
PROJECT SURVEYOR AT THE POINTS OF CONNECTION AND AREAS OF
CONFLICT, CONTRACTOR SHALL RE -VERIFY ALL PRIOR TO BEGINNING
WORK,
NOT USED
NOT USED
.
IT
<l . rCM 4'
'<l
ELEV, = 36.80
.
.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407.629.9124
SEAL:
---.A' .
- . >' "",\ '
~..
~~".
"'. ,-.~
~,
c::>
C::)
C"J
~
~
'i-
(..)
O.
CONSULTANT:
,,-, lNA
I
1,\ \.
fl' ;
I. '
I /-;-..-
I \ ..__J.
REVISIONS:
NO. DATE
REMARKS
2 08-11-04 DRC COMMENTS
3 10-08-04 srWMD COMMENTS
.
AMSOUTH
BANK
PROPERTY ID# FlWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FlORIDA
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO: 2003,0608
DATE: 05-24-04 ffi &
.
>-
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,
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.
SN&D
o
~.
FIP l,l/t
(1.12 W.)
FOUND Y
(154' W)
---- ------€>
I
I
I
~TL' ~OOOO
'SN&D -99~
~~0J
~
--.J
FPP 3/4"
(096' W)
C}---
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see
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---------------
S 89048'33/'\J 'cf>(F) 387,28'
FIR 1/2"
(181' W.)
38.41
9"
02'"
TS
-.-----.--------
6" CLAY
I
f-n
6' CLAY
PINE STREET
(50' R/W)
N 89.48'33'[ (f') 383.46' O/A
SCO
I
I
I
I
-----~-.---I-----
"3 SIR
~ . FIR LS#2937
(210' W.)
38.2
38,20
38.5
I
I
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I
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3561
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33.6
38.2 t
N
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ai
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.-4
CURB & GUTTER
f
\
.~ . .
~. .
4 . A
-1--
.~
.. T
w:>c:
~~
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<..::>m
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I
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, . .s.
34.2
34.3
103
FCM 4
· ______J1~6' W)
SIR
SIR
. ..
1\
GRADE +
BREAK t
" -
o ~ 6.....t,
, L
S 89.48'33"w (F) 203,82'
-'
.0
OPTIONAL POST POSITIONS ~O' PRINCIPLE POST POSITION
.....--- (CANTED 20' TOWARD FLOW)
-'
<!
01
;::: I
D:::
W
>
-0 " .
.. :~.
..'.0 . d
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4.. . . . fl' "
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.
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z
u...
AMSouIH
9,104 SF
TWO STORY
F,F,E, = 40,00
. . ,"
,
..
"
.. .. 0
0" 4
--' .
\.
. . .
SECTION
^
l..
v
FIP 1"
o
POST (OPTIONS: 2" X 4" I
2 1/2"MIN. DIA.WOOD; STEEL
1
1,33 LBS/FT, MIN.)
6' MAX,
FILTER FABRIC (IN
CONFORMANCE WITH
SEC, 985 FDOT
SPEC. )
::-
.
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-
(;)
.
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IT'
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ELEVATION
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. 4. . . ,<14
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4,
t t \
I
I
________J
39.0
CD TYPE III SILT FENCE
.
SI DEWALK ~
.to
Cr-
t\)
~
/ 040"
L_ ~
%
5C.0
5" 4" 6" 5"5
o 0 0 -?O
17" S I
-----
2' cone curb
ow"
N 89.53'46'[ (F) 200,97'
5' cone. WOlk
33.9
(
$
Lf)
,.,.;
E'I')
.t-
~I")
\S)~
Lf)
u:>
I")
~
~
$
\l')
r....:
I")
\l')
~
$
\l')
00
$1")
~
s.......
Lf)I")
\S)u:>
11':)1")
Iii
tI')
\l')
.t-
I")
TYPE A OR B FENCE
-
~
(
LOOSE SOIL PLACED BY SHOVEL AND
LI GHTL Y COM PACTED ALONG UPSTREAM
FACE OF BALES,
I SILT FLOW
CD BALES BACKED BY FENCE
INLET GRADE
IT] EROSION CONTROL SOCK
INLETS OR SIMILAR STRUCTURES
5"
/ .
CURB & GUTTER
STORMWATER POLLUTION PREVENTION PLAN
/ 5"
,/ 6"4"
'" ,')
-......-
-<:<3
0:::-
,IR Q a:i
6,8 (' ou..-,
FOUND AXEl 0.19 S,
0.48. L)
IT] COMPLETED INLET
FCIR 1/2
FifH-RJ
(031' S,
0.18' E.)
4 cone wcllk (oleO
I ~
opproxir'1o te location
of 2" gos line per
City of Cleorwoter Atlas
~
~
V<
TEMPORARY CONSTRUCTION
BARRIER
FCIR 1/2"
LBN611.3
~
ROAD
DRUID
6'.P'yC.
REFER TO SHEET C0 FOR GENERAL NOTES,
SPECIFICATIONS. AND LEGENDS, IN ADDITION
TO SITE-SPECIFIC NOTES AND REQUIREMENTS.
C)
PROTECTION AROUND
CD EROSION CONTROL DETAILS
NTS
8] PARTIAL INLET
111 = 20'
NORTH
DITCH
~
- DITCH
o DITCH BOTTOM INLET
. <
,
'\" INLET STRUCTURE
.........
,
......
: -" ('~
.
.
.
.
,.
. ~,
-.-:. '.
.
EROSION CONTROL NOTES
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION
OF CONSTRUCTION,
.
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL
CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATION, SUBJECT TO
AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONAL CHANGES.
2, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR
AS THE FIRST STEP IN, CONSTRUCTION, SEDIMENT CONTROL PRACTICES WILL BE
APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF
THE SITE.
3, ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE
INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL
BE ALLOWED,
4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO
CONSTRUCTION,
5, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION
BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS,
6, THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR
CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY
FOLLOWING COMPLETION OF CONSTRUCTION,
7, CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM
MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY
LINE.
8, CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS
INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR
ADJACENT TO SITE,
9, ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE
WATERED TO PREVENT WIND EROSION,
10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F,D.O.T, INDEX NO. 102.
11, UNLESS SPECIFIED. SILT FENCES MAY BE USED IN LIEU OF HAY BARRIERS.
12, ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT
BARRI ERS.
13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER
OR BY REGULATORY AGENCIES,
14, FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES
WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR HAY BALES, UNTIL THE
LIMEROCK BASE IN FINISHED AND PRIMED,
.
.
------------0
3.
/
/'
/
HARD SURFACE
PUBLIC ROAD
/
/'
/
NOTE: Fe = 3000
PSI. (28 DAYS)
12\ CRUSHED STONE CONSTRUCTION EXIT
\V NTS
.
MIN.2 STAKES PER BALE, 2"x2" STAKES
1 1 /2' TO 2'
IN GROUND
BALE TI ES
SECURELY BOUND BALES
REQUIRED FOR DURABILITY
ANCHORING BALES
LOOSE SOIL PLACED BY
SHOVEL AND LI GHTL Y
COMPACTED ALONG THE
UPSTREAM EDGE OF BALES
o
FLOW
,,~ --
~\..\.J \ \ \-
~ :::-:-;Y"
:::::\ \ "(-
yo- .-:-;Y--
, ~i:~~~~
~~W~~~~~-
,~~C~~~~~~\\~
-I~i \~\\~Wr\0 \ '\
-=-:::.\ \ ,--
ELEVATION
[2] BARRIERS FOR SLOPES
-----
"
-----
/
-----
PLAN
.
.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
" , /..-., 1 t\,' ~J\ 8660
. ; '._,i~ : i ,; J.\ L
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407,645.5008
FX 407,629.9124
SEAL:
'j
.,
~,...
. ~- \
""-~
oq'
C)
c::;)
c---J
-.:I<
..-~
t-
U
o
ROBERT ZIEGENFUSS, P.E.
FL, REG. #56752.
.
.
CONSULTANT:
J a:
w
I Cl.. !;(
\ ~ ~
:1J
-l
(.)
u-
n
\.
[L.
(0
u.
!
_J
1--:]
REVISIONS:
NO, DATE
REMARKS
3 10-08-04 CITY COMMENTS
.
.
AMSOUTH
BANK
PROPERTY 10# FlWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003.0608
DATE: 05-24-04
~
.
.
.
MOOIFIED: 10/13/04 16:35:16 J:\A-J\6MSOUTH\2003.0608\0360BC310WG '.=20' CLAASE
PLOTTEO: 10/14/04 08:43: 14 J:\A-J\AMSOUTH\2003,0608\03608C31.DWG 1'=20' CLAASE
.
z
~
~SEE DETAIL THIS SHEET FOR 7
SIGNAGE REQUIREMENTS ~ I
-L (3) 6" WHITE CHEVRONS
EQUALLY SPACED PER AI SLE
N
z
<(
-'
0...
WHITE
HANDICAP
SYMBOL (3'
OR 5' HIGH)
W
W
(f)
6,
SINGLE WHITE
4" STRIPE
~
1, FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY
AISLE SHALL NOT EXCEED 1 :50 SLOPE IN ANY DIRECTION,
2, SEE PLAN FOR STYLE OF HANDICAP RAMP
8 HANDICAP STRIPING NTS
HANDICAP STRIPING SHALL CONFORM TO FOOT INDEX 17346 (2002 EDITION)
.
7/8" DIA. HOLE
2'-6"
6" CURB OR
SIDEWALK FACE
.
N
18"-3/4" STEEL ROD
I PLAN SYMBOL
CD WHEEL STOP
3000 PSI (MIN,) CONCRETE
NTS
.
.
NOTES:
1, ALL LETTERS ARE 1" SERIES ''e''
PER MUTCD.
2. TOP PORTION OF SIGN SHALL
HAVE A REFLECTORIZED
(ENGINEERING GRADE) BLUE
BACKGROUND WrTH WH rTE
REFLECTORIZED LEGEND AND
BORDER.
3. BOTTOM PORTION OF SIGN SHALL
HAVE A REFLECTORIZED
(ENGINEERING GRADE) WHITE
BACKGROUND WrTH BLACK
OPAQUE LEGEND AND BORDER,
4, FINE NOTIFICATION SIGN SHALL
HAVE A REFLECTORIZED
(ENGINEERING GRADE) WHrTE
BACKGROUND WrTH BLACK OPAQUE
LEGEND & BORDER.
CONTRACTOR SHALL VERIFY
FINE AMOUNT & ORDINANCE NUMBER.
5. ONE(1) SIGN REQUIRED FOR EACH PARKING
SPACE,
6, INSTALLED HEIGHT OF SIGN SHALL BE IN
ACCORDANCE
WITH SECTION 24-23 OF THE MANUAL ON
UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
12"
.
00
PARKING BY
DISABLED
PERMIT
ONLY
.
N
'---
UP TO $250 FINE
F,S, 316,1955
.
<.D
r---
FIN. GRADE
CD HANDICAP SIGN
NTS
.
6"
<.D
PLAN SYMBOL
4
.
00
q
4
. 4
'4
4" .
~
..
"'<1' . 4'
1/2" EXP. JOINT
(CONC, PVMT,)
.trolES;
1. PROVIDE 2-#4 BARS CONT,
2, COST OF BARS SHALL BE INCLUDED,
JOINT FILLER
(CONC. PVMT,)
3. PROVIDE 2-#6 SMOOTH BARS WI EXPANSION CAPS AT EACH
EXPANSION JOINT, 20' -0" O,C. MAX,
4. CONTRACnON JOINTS - CONTRACTION JOINTS SHALL BE PLACED
AT EQUAL SPACES (10' MAX,) BETWEEN NORMAL EXPANSION
JOINTS. CONTRACnON JOINTS SHALL BE SAW CUT IN THE UPPER
1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT.
5. ENDS OF VERnCAL CURB SHALL TRANSITION FROM FULL TO
ZERO HEIGHTS IN 3'.
(j) 6" VERTICAL CURB
3000 PSI (MIN.) CONCRETE
NTS
.
NOTE:
SUB-GRADE CUT TO BE COMPACTED TO 95% MAX, DENSITY AS DETERMINED BY MSHTO T -180
CUT TO BE REPLACED WITH AN 8' 3000 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING
BASE, CUT AREA TO BE PLATED OR PROTECTED ON THE DAY OF POUR. EXISTING SURFACE
TO BE CUT TO AN AREA 5 FEET BEYOND BASE CUT,
8' HIGH
EARLY CONCRETE
SAW CUT
',J CONCRETE REPLACEMENT
~ HOT PATCH
.~~ ~'..;" ~. '. :....~::-.
GENERAL NOTES:
1, BASE REPLACEMENT SHALL BE 3000 PSI
HIGH EARLY STRENGTH CONCRETE,
2. ASPHALTIC CONCRETE SURFACE MATERIAL
SHALL BE REPLACED WITH THE SAME TYPE
OF MATERIAL THAT EXISTED AT THE TIME
OF REMOVAL, OR AS APPROVED BY THE
COUNTY ENGINEER.
3. MINIMUM ASPHALTIC CONCRETE SURFACE
OVERLAY THICKNESS SHALL BE ONE (1 ") INCH,
OR AS APPROVED BY THE COUNTY ENGINEER.
4. ALL JOINT CUTS SHALL BE MECHANICALLY
SAW CUT.
@ OPEN CUT DETAil
SUBGRADE
<COMPACTED TO
95~ MAXIMUM
DENSITY>
NTS
.
SLOPE - 2:1 MIN
OR SHORING
"0"+24" MAX
COMPACTED BACKFILL -
SEE COMPOSITE UTILITY
PLAN, UTILITY
SPECIFICATIONS AND
PROFI LE PLANS
NOTE 1
1iQIE;
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL
BE AS REQUIRED TO REACH SUrTABLE FOUNDATION
AND SHALL BE IN ACCORDANCE WrTH ASTM D-2321
@ TRENCH DETAil
NTS
.
PERMANENT HOT ASPHALT REPLACEMENT
APPLIED IN 2 INCH MAXIMUM LAYERS
".
~ '" .
~
.
. <0
'''''' .
EXISTING BASE
.' .
. .f.. :'.4
z Ilm"-1IU -I UIUllmlli=
~ II:Mm~~~mwmillffikJr==
,.
II_EXISnNG SUBGRADE
ill=~!!cFlli=~m~J '
"m~iTM\iT~iTI1:UfT'.IL PAVEMENT RESTORATION
"mill~II''- 1. LONGITUDINAL CUTS MAY REQUIRE OVERLAY /
, RESURFACING OF THE COMPLETE WIDTH OF
THE TRAVELED WAY,
2. CUTS AT INTERSECTIONS OF STREETS
GENERALLY MAY REQUIRE A COMPLETE OVERLAY /
RESURFACING TO THE END OF ALL RETURN RADI I
AND ALSO TO A POINT TEN (10') FEET BEYOND
THE CUT, WHICHEVER IS GREATER,
3. ACTUAL REQUIREMENTS WILL BE AS STATED
ON THE APPROVED PERMIT.
UTILITY PIPE
.
GATE VALVE
(TYP. )
TEST COCK (TYP.)
THREADED
NIPPLE (TYP.)
I
I
I
I
I
HOT BOX
REFER TO C2 UTILITY DATA NOTES,
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER IN
ACCORDANCE WITH PLANS
APPROVED BY THE WATER
UTILITY.
90' BEND
\ (4 REQUIRED)
\
\
x
<( W
~ Cl
, <(
N 0::
N C)
I w
z 6
~ CD
<(
FINISH
GRADE
,
N
---
----
~~Tm!r=f
24" x 12" x 4"
CONCRETE PAD (TYP.)
FROM MAIN
TO SERVICE
NOTE:
ALL PIPE AND FITTINGS 2" AND SMALLER SHALL
BE THREADED SCHEDULE 40 GAL~ STEEL OR BRASS.
@ BACKFlOW PREVENTER
NTS
.
.
.
2' -6"
2'-9"
,. ~
l
. 711 .~
<s> ./ I
I "
N (/
-' ..--- ......
"-
. , t..JII\
<s>
~ " ........ 1:.7 \
I
N '\
\ \;
]. ~rr
,
.
'<I'
I
l.C)
<s>
I
'&
.
00
I
<.D
SOLID WHITE TRAFFIC PAINT (TYP.) GEOMETRY
AND LAYOUT SIMILAR TO FOOT INDEX 17346,
o PAVEMENT MARKINGS NTS
GEOMETRY AND LAYOUT SIMILAR TO FOOT INDEX 17346
.
SIDEWALK
SEE PLAN
PAVEMENT
6" 6"
SUBGRADE
.
f8\ MONOLITHIC CURB
\V AND SIDEWALK
3000 PSI (MIN,) CONCRETE
TOOL EDGES TO 3/4" RADIUS
ALL 4 SIDtS
4'-0"
5r 3' -0" 5r
n 2'-11" rr
NTS
3f
.
co
.l>
<J;
.
<.D
~
~ ]x
EYE BOU ~
SEE INDEX 201 8" * ~
~
I
'i-0
SECTION A-A
5'-4"
BI
.
?)
SECTION B-B
f
~
.
00
* CONSTRUCTION JOINTS
PERMITTED BETWEEN THESE
LIMITS - SEE INDEX 201
FOR MIN. DIMENSIONS
"<s>
I
N
8" A
-.J
lo
.
00
FOR REBAR LAYOUT, GRATE
DESIGN AND GENERAL NOTES
REFERENCE FOOT INDEX 233
B~
~
~
4'-0"
~
fi3\ TYPE "F" INLET
~ REF: FOOT INDEX 233
NTS
.
ASPHAU PAVEMENT
(I F APPLICABLE)
. .
a ,
.
.~ it
..
.><4><,
.
. ~. .. X
..
, .
(BASE)
==111
III III
- -II
11-
(SUBBASE)
CD
o
6" - 3000 PSI CONCRETE W/6X6 W/2,1 X2.1 WWF.
6" WELL GRADED CLEAN SAND, HAVING 5% OR LESS
PASSING THE NO. 200 SIEVE, ALTERNATELY, A GEOTECHNICAL
FABRIC SUCH AS MIRAFI 140N, OR EQUAL, MAY BE USED BELOW
ALL CONTROL JOINTS IN LIEU OF THE SAND.
12" STABILIZED SUBBASE COMPACTED TO A MINIMUM DENSITY OF
95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
(ASTM D-1557),
1/4" PREMOLDED ASPHALT EXPANSION JOINT STRIP. SET 1/2"
BELOW PAVEMENT TOP @ 20'-0" O.C, MAXIMUM.
o
[I]
@ CONCRETE PAVEMENT
NTS
.
.
<s>
I
"00
12" 12"
3" 2" 1 It
if~f
.
<s>
I
<0
.
~
.
4" CONC. WALK
w/6 X 6 W1.4 X W1.4 WWF
..
". .. .~
NOTES:
EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE
WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT
12' O.C. MAXIMUM,
EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL
BE SET 1/8" BELOW TOP OF WALK. SCORE MARK (1" DEPTH)
SHALL BE 4' (MAX,) O,C,
f9\ CONCRETE WALK
V 3000 PSI (MIN.) CONCRETE
NTS
.
1/2" EXPANSION JOINT
CONC. WALK
PROVIDE MIN, OF 2" COVER
OVER PIPE THRU CURB OR WALK
WELDED ~
WIRE MESH
(f) (/)
W I-
0:: wx
<( O::W
> W
IW
3=~
. 0...
<.Dz
z'<(
- 0::
~Cl
PAVEMENT
4" PVC PIPE
SECTION A-A
2'-0"
6x6x#10x#10 E.W,W.M,
0::
-'
u
z
~
SCORE MARK
A
N
4 4 ~.4
.;
4
.<1
.
'<t
@ ROOF/DOWNSPOUT DRAIN
NTS
.
PORTLAND CEMENT CONC. PAVEMENT
1, GENERAL
RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED
PORTLAND CEMENT CONCRETE PAVING ON A PREPARED
SUBGRADE. THE UTILITIES AND OTHER ITEMS IN AND BENEATH
THE STREET MUST BE PROPERLY COORDINATED WITH THE
CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS,
THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF
ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND
INCIDENTAL NECESSARY FOR THE PROPOSED RIGID
PAVEMENT CONSTRUCTION I N ACCORDANCE WITH THE
APPROVED DRAWINGS AND SPECIFICATION.
2, CONCRETE STRENGTH REQUIRED:
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 (peI) PSI AT 28 DAYS. CONFORMANCE
TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY
ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND
4,8,3,
.
.
RAMP AND FLARES
SHALL CONTRAST
VISUALLY WITH
ADJOINING SURFACES,
(LIGHT -ON-DARK OR
DARK-aN-LIGHT),
. ".J ':1
6" ~I'-"
\J~\.
S\.:
\':''1.-
S
@b;
.'. \)~ ~~i-'
0\.\' \~
~ \~' \,: NOTE 2: CONSTRUCT RAMP TO
\ LEAST POSSIBLE SLOPE (MAX =
,~~~ 1: 12), CROSS SLOPE OF RAMP
R\. ~' AND LANDING SHALL NOT EXCEED
s\,\) 1 :50,
\.:--,'1.. NOTE 1: REFERENCE FOOT INDEX 304,
PAGE 1, GENERAL AND DESIGN NOTES,
RAMPS WITHIN FOOT RIGHT OF WAY SHALL
REQUIRE 2' LENGTH DETECTABLE WARNING
IN LIEU OF 3' SHOWN IN DETAIL,
NTS
KEY TO lYPICAL PAVEMENT SECTIONS
.& 3/4" TYPE S-I11 ASPHALTIC CONCRETE - F,D,OJ. SECTION 331
MIN. MARSHALL STABILITY OF 1500#.
1'- 1-1/4" TYPE S-I ASPHALTIC CONCRETE - F,D.O,T, SECTION 331
In MIN, MARSHALL STABILITY OF 1500#,
.ill 8" LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING
VALUE (FBV) OF 75 PSI AND COMPACTED TO 98% OF THE
MODIFIED PROCTOR MAX. DRY DENSITY (MSHTO T -180),
FOOT SECTION 200.
1- 12" STABILIZED SUBBASE STABILIZED TO A MIN, L1MEROCK BEARING
~ RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 50 PSI AND
COMPACTED TO 98%, F,D,O,T. SECTION 160, TYPE B,
ill GRASS AREA
ffi SIDEWALK
& 6" VERTICAL CURB
PARKING DRIVEWAY PARKING
~ DRIVE
---
----
(iQ\ TYPICAL PAVEMENT
v.::J SECTION
NTS
.
I
A r
~"
2L
3'-4"
2'-4"
.
<S>
I
"r0
C'J
2"
2 1/2"
ir
00
2'-0"
.
~
l' 1 8"
....., F-
a
CO
A
~
2" 1-1' 2'-4" I
l. oJ
f ~W"I
/ ~r- -If.; 1/2"
1 1 2 TYPE C
PAVED AREAS CAST IRON GRATING
APPROX. WEIGHT 235 LBS
~
3'-4"
5 3/4"
2'-0"
5 3/4"
.
GRATE
~ 2"CL
a;:
~
,:
#4 @
12" O,C,
3000 PSI CONC
Co '.'~ . ~."
SECTION A-A
ALL STRUCTURES IN PAVEMENT AREAS SHALL
CONFORM TO H20 LOADING STANDARDS.
fi5\ TYPE "C" INLET (MOD.)
~ (REF: FOOT INDEX 232)
2 1/2 X 2 X 1/4
ANGLE SEAT (2 SIDES)
W/#3 HOOK @ 8" O.C,
NTS
.
EDGE OF
DETECTABLE WARNING
~ 2"
2,35"
DOME PATERN SHALL BE IN-LINE
WITH DIRECTION OF TRAVEL
.
N
vi
.
l.C)
'0
N
o
o
o
o ./ TRUNCATED DOME
/' (SEE OETAL)
o
o
o
o
PLAN VI EW
0.9"
N
INTEGRAL DOME
v ~
TRUNCATED DOME
.
.
"-6"
.
<.D
.
<s>
I
ci
tn z
. ~
N
'---'<.0
.
<.D
r---
PLAN SYMBOL
~
WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS
SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE
OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE
LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS,
CD CURB AND GUTTER
(REF: FOOT INDEX 300)
NTS
.
(HAND SMOOTH)
CROWN CONC.
/4"'" S1O, STL, PIPE
/ FILL W/CONC,
/PAINT
/ ,-- FIN. GRADE OR TOP OF
PAVEMENT.
.
<s>
I
'<t
.
<.D
I
I., I11II111111 II ~ 11 <i 11111'1111'111.1
-III III <1~.. I . III III'
-I II II I III 111-
-=11 I <I I . ~4 III=-
-II I I . I l-
I I
. 1.:1 I
<II <1 I . . 4"'" STD, PIPE (GALV,)
II
~4 I'
I ~ I CONC, FOOTING
L-.J<1
'i-0 .<1 4
@ BOLLARD
DIA.
NTS
.
FRAME & SOLID LID, NEENAH NO R-1974-A
(ROUND) OR APPROVED EQUAL, WITH CLEAR
OPENING EQUAL TO PIPE I.D,
FINISHED PAVEMENT
WHERE REQUIRED
TROWEL -FINISH
FINISHED GRADE
, .
12" CONCRETE
COLLAR 6" THK,
(f) ~
~ ~
0::.
~ <s>
'0
SEWER
45' BEND
@ ClEANOUT
NTS
.
tiQIE;
1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1: 12 AND
CROSS SLOPE SHALL BE 0,02 OR FLATTER.
2, DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING
OR APPLYING A TRUCATED DOME MATERIAL IN CONFORMANCE WITH THE U,S,
DEPARTMENT OF JUSTICE A,D,A, STANDARDS FOR ACCESSIBLE DESIGN, A,D,A.
ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO
HAVE DETECTABLE WARNINGS,
3, WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB
AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER
SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS
OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND
GUTTER IS LESS THAN 5' LONG, THE EXISTING SIDEWALK SHALL BE REMOVED
TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO
THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'.
4, WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED
WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE
IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST
PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT
PROVIDE THE NECESSARY CONTRAST, EITHER DARK-ON-LIGHT OR
LIGHT -ON-DARK, (SAFETY YELLOW OR BRICK RED)
5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC, (ARMOR TILE)
OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202.
PHONE: (800) 682-2525
.
.
.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
\~ll/'l~,~ "'l
. , " : i, '") ! I ; ~. \
~.j ~ " \ ,_) I t i; 1 _
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 3281 0
PH 407.645,5008
FX 407.629.9124
SEAL:
?\ ""'.
b
, ~ .......-...t... .,' .'~-.;
\{~,::"'~' ':....-::.:.:. '~ .
\ :;.,-- :,~ '-,
- ~. "\ ,
, .
....
'. ,
~-:-~s,.
ROBERT ZIEGENFUSS, P,E.___
FL. REG. #56752 .., . .....~~~ ~~
. ,.
.~ -'
.,:,.4 :
~
'0
~,
~
CONSULTANT:
'':'''-.1
c.--
'.:-)
,-)
\.L
, L--.
~
REVISIONS:
NO, DATE
REMARKS
2 08-11-04 DRC COMMENTS
.
AMSOUTH
BANK
PROPERTY 10# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003,0608
DATE: 05-24-04
C4
.
.
.
.
.
.
.
.
.
NOTE:
4'
I
------ INFLUENT SEWER
(SEE NOTE 3)
CONCRETE ENCASEMENT
OF VERTICAL PIPE
NOTE 1:
REFERENCE FOOT INDEX 304
PAGE 1, GENERAL AND DESIGN
NOTES. RAMPS WITHIN FOOT
RIGHT OF WAY SHALL REQUIRE 2'
LENGTH DETECTABLE WARNING IN
LIEU OF 3' SHOWN IN DETAIL.
NOTE 2:
CONSTRUCT RAMP TO LEAST
POSSIBLE SLOPE (MAX =
1: 12), CROSS SLOPE OF
RAMP AND LANDING SHALL
NOT EXCEED 1 :50.
INTERPLAN ~
.v
BRICK VENER TO
MATCH BUILDING
BENCHING PER
SPECS.
~ 2 COURSES OF BRICK (MIN.)
4 COURSES (MAX,)
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
12'-0"
4"
SET COVERS FLUSH IN ~
PAVED AREAS & AT
ELEVATIONS SHOWN IN
UNPAVED AREAS,
ENCLOSURE MASONRY
WALL
NEW DUMPSTER ENCLOSURE EXTENSION AND GATE
5' -3 1/2" 5' -3 1/t'
2 PULL HANDLES - t
STANLEY NCD 1298
EPOXY COAL TAR COATINGS'"
PER SPECS.
1'. .... '
'. .
DROP PIPE
(SEE NOTE 1)
90 DEG. BEND
4' MIN.
r~EE PLA~
M 003420
CA 8660
12'-8"
4"
1
BRICK VENEER
~
REINFORCEMENT AND JOINT
DETAIL TO BE DESIGNED
BY THE ENGINEER AND
APPROVED BY THE COUNTY,
5" MIN
1. MANHOLE SHOWN IS FOR SEWER SIZE 8"
THRU 24".
2. DROP CONNECTIONS ARE REQUIRED
WHENEVER INVERT OF INFLUENT SEWER
IS 24" OR MORE ABOVE THE INVERT
OF THE MANHOLE.
STANDARD DROP
R/IMP C RB
5' X 5' LEVEL
OMIT JOINTS ON LANDING AT TOP
CURB RAMPS OF RAMP
RAMP AND SIDEWALK CURB
3' DETECTABLE WARNING
(REFER TO DETAIL)
f;;- ,
'--..... ,
. .
PRECAST MANHOLE
WALL
933 LEE ROAD, FIRST FlOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407.629.9124
'- BOLLARDS j 3'-6"
<7 Ll
LlLJ Ll
~ ~
.co
I
.S> 6" REINFORCED CONC.
~
--- CMU 3,000 PSI MIN.
<7
10'-8"
Ll ".
HOLE IN CONCRETE AT
FLUSH BOLT
.
<7
&
CONCRETE PAD (TYP.)
6" MIN
.
3. APPROVED CONCENTRIC CONE DESIGN
MAY BE USED AS AN ALTERNATIVE.
.' .
~.
STAINLESS STEEL
PIPE CLAMP
SEAL:
2" MIN,
RESILIENT
CONNECTOR
STAINLESS
STEEL BAND
6"
FRONT ELEVATION
f2\ SANITARY MANHOLE DETAIL
~ PER FOOT INDEX 201
fA
~
...... '-C::)
C=>
'"
.M
\.
26 GA. PRIMED METAL DECK (PAINTED)
(VULCRAFT 1.5F OR EQUAL)
1 PAIR CANE BOLTS (STANLEY #1010 - 18")
W/ (2) 1" CONDUIT SLEEVES IMBEDDED IN
CONCRETE.
~
CAST I N PLACE
CONC. BASE
PRECAST MONOLITHIC BASE
PICTORIAL VIEW
<7
<7
1/2" EXPANSION JOINT t\
Ll/\ Ll <7
/<7 Ll "" <7
/' ~ L\
Ll ~ -.............
~ 6" RE]NFORCED~:-
CONCRETE APRON
Ll 3,000 PSI MIN.
Ll <7 Ll
. <:l . L.l
NTS
STANDARD PRECAST
MANHOLE PIPE CONNECTION
PLAN VIEW
CD SIDEWALK RAMP #1
, r-'
'u .
.::)
NTS
.
.
. .
~~"\
-: -:-~~~ '. ,
8"
V
I
f'0
1 : 12 SLOPE MAX
DETECTABLE WARNING
(REFER TO DET AI L)
s' X 5' LEVEL LANDING
AT TOP OF RAMP
l GRASS AREA
TOOLED EDGES
NOTE 1: REFERENCE FOOT INDEX 304,
PAGE 1, GENERAL AND DESIGN NOTES,
RAMPS WITHIN FOOT RIGHT OF WAY SHALL
REQUIRE 2' LENGTH DETECTABLE WARNING
IN LIEU OF 3' SHOWN IN DETAIL,
CONSULTANT:
L\
CONTRACTOR TO PLACE BOLLARDS
AS NEEDED TO ENSURE THAT
DUMPSTER DOORS OPEN 13~,
DOORS TO BE SECURED WITH
CANE BOLTS.
SAILOR COURSE CAP
NOTE 1: REFERENCE FOOT INDEX 304,
PAGE 1, GENERAL AND DESIGN NOTES,
RAMPS WITHIN FOOT RIGHT OF WAY SHALL
REQUIRE 2' LENGTH DETECTABLE WARNING
IN LIEU OF 3' SHOWN IN DETAIL,
.5'
ASPHALT PAVING & BASE
(SEE SOIL REPORT)
<7
# 5 BARS @ 1 6"
#4 BARS CONT, E.W,
#5 BARS @ 16"
6" CONCRETE .v
2.5'
#5 CONT,
1 : 12 SLOPE MAX
DETECTABLE WARNING
(REFER TO DETAIL)
5' X 5' LEVEL LANDING
AT TOP OF RAMP
l GRASS AREA
,
'. '
')
-<7
HOLE IN ASPHALT AT
FLUSH BOLT
8" MASONRY WALL FINISH
MATERIALS TO MATCH
ARCHITECTURE OF THE
BUILDING (FILL ALL CELLS)
BRICK VENEER TO
MATCH BUILDING
CONC, APRON WITH 6x6xW1.4xW1.4
W,W.F. (SEE PLOT PLAN)
. . 4
.4
. . <::I
4
.5'
~
2'-0"
BRICK REVEAL
t'C3/4" BRICK REVEAL:
co
I
N
N
..........
2.5'
.
S>
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3'
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(j)
REVISIONS:
NO, DATE
REMARKS
13'-4"
co
.
<.0
.
N
2 08-11-04 DRC COMMENTS
3 10-08-04 CITY COMMENTS
TOP ELEVATION
TYP,
12" COMPACTED SUBGRADE
TO 95% DENSITY
NOTE 2: CONSTRUCT RAMP TO
LEAST POSSIBLE SLOPE (MAX =
1: 12). CROSS SLOPE OF RAMP
AND LANDING SHALL NOT EXCEED
1:50.
9"
NOTE 2: CONSTRUCT RAMP TO
LEAST POSSIBLE SLOPE (MAX =
1: 12). CROSS SLOPE OF RAMP
AND LANDING SHALL NOT EXCEED
1 :50.
8 DUMPSTER ENCLOSURE
SIDE ELEVATION
CD CORNER RAMP # 1
fA
NTS
f5\ CONCRETE APRON
\V 4,000 PSI (AT 28 DAYS)
NTS
CD CORNER RAMP #2 fA
NTS
NTS
.
.
.
.
.
.
.
8" CONCRETE WALL (TYP)
#S DIAGONAL
@ 16" O.C. (TYP)
#4 @16" O.C. T&B (TYP)
~OD CONNECTOR
MATCH SLOPE~
BEVELED OR
ROUND CORNERS
~ OF RET. WALL & FENCE
ALUMINUM PICKET FENCE
& BASE PLATE PER CIVIL.
(4) #4 T&B (TYP)
tI)
PROVIDE MINIMUM
(4) 3/8" DIA. x 4" LONG
S.S. BOLTS EACH CONN.
~ TIe WAlL
6'-9"
-----
Z
:::!!'
--.....-
.
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STONE/BRICK FORM
LINER FACADE PER
OWNERS PREFERENCE
x-
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#4 @ 16" O,C.
PROVIDE STD. HOOK
FOR VERTICAL DOWELS (TYP)
#S @ 16" O.C,
PROVIDE 30" HOOK
FOR VERTICAL DOWELS (TYP)
BOWL
SOD
WEEP HOLES PER SPECS (TYP)
CONe. SLAB 3" THK,
REINF, wi WWF
6x6-WI.4xWI.4
~~
~:[
6 ':J-~
3"
NTS
CD
5' GRAVEL
AMSOUTH
SOD
BANK
:z
co.......
L PROPERlY 10# FlWC03078RL
NTS 715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
. . . . .
.
COPYRIGHT @
INTER PLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
...........
,
S>
I
:~[
J 3'-0"
o RETAINING WALL
MITERED END SECTION
.
.
PROJECT NO: 2003,0608
DATE: 05-24-04
ill
.
.
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.
.
.
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..-..-
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1~
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9"
~
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r43NE STREET
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HI
..----- -- .~
QV I
A CLEAR UNOBilRUCTED VIEW SHALL ~E MAINTAINED
THROUCHOUT T~E SITE VISIBIUTY TRI\6,NGLE TO A
HEIGHT l3ETWEl.N ~g" AND 6'. All PL/tNT MATERIAL
EXCEPT FOR TREE TRUNKS SHALL BE ~AINTAINED FREE
FROM VISIB]U~ BETWEEN BEFORE ME,NTIONED HEIGHT.
(TYP) I
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17,652
INTERIOR SF
A CLEAR UNOBSTRUCTED VIEW SHALL BE MAINTAINED
THROUGHOUT THE SITE VISIBILITY TRIANGLE TO A
HEIGHT BETWEEN 30" AND 6', ALL PLANT MATERIAL
EXCEPT FOR TREE TRUNKS SHALL BE MAINTAINED FREE
FROM VISIBILITY BETWEEN BEFORE MENTIONED HEIGHT.
(TYP)
[IJ~
1\JD
1400 SF]
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~H~~~~.~i;~~~~A~~I~~G~~I ~~A~ NED
HEIGHT BET'f/~~ i30"rlN~~it\ ALL PLANT MATERIAL
EXCEPT FOr\\. ~H: TR~S '~iJALL BE MAINTAINED FREE
FROM VISIBILITY BETWEEN BEFORE MENTIONED HEIGHT.
(TYP)
C)
LAN DSCAPE PLAN
111 = 20'
NORTH
.
.
.
.
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( 38" \
I 0
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(F) 213.57'
.
PLANT LIST
LANDSCAPE CALCULATIONS
MINIMUM
SIZl / SPACING
INTERIOR PARKING TREE:
BOTANICAL NAME
SYMBOL (COMMON NAME)
TREES
LI LAGERSTROEMIA INDICA
(CRAPE MYRTLE)
QV QUERCUS VIRGINIANA
(LIVE OAK)
MG MAGNOLIA GRAND I FORA
(SOUTHERN MAGNOLIA)
UP ULMUS PARVIFOLIA
(DRAI(E ELM)
SP SABAL PALMETTO
(CABBAGE PALM)
8' HT.
2" CAL.
10' CLEAR TRUNK
INTERIOR LANDSCAPING:
fOTA VEHICULAR USE AREA -' 30,947 SF
INli!\ICR IANi)SCAPE REQU]RI D = 10% 01 VUA c, J,094 Sf
INIFI<lCR IANDSCAPf PROVIDf-D ~ 21,828 SF
!NTfnRIO!\ IANDSAC!lF PEI\CENTAGf OF VUA ~ 14%
8' HT.
2" CAL.
, !R! I IS RfQU[RrD f)[R 1 ~0 SF OF REQUIReD INTERIOR LANDSCAPE
3,09.1 / 1)0 INTFRIOR TRffS ReO = 20 MIN. REQ
20 PROPosm
INTERIOR SF AREA:
[~3 _~~}\\
In -- - ---------j
I 3,123
LINTE~I?~. SF
TREE REPLACEMENT CALCULATIONS:
777" Of REMOVED TREES
716" Of iRIES PROVIDE!)
Qj" 01- EXISTING TRIES TO REMAIN
289" RFPI ACEMENT INCHES
.
NOTE:
ALL AREAS NOT SHOWN TO HAVE GROUND COVER, HEDGES, MUlCH OR
TREES SHALL BE SODDED. SOD SHALL NOT BE PLACED WITHIN TWO FEET
OF ANY SIGN ON SJTI. AREAS AROUND SIGNS SHALL BE t>JULCHED UNLESS
SHOWN TO BE PI.ANTED WITH GROUND COVER OR SHRUBS.
LIMB UP ALL EXISTING TREES TO REMAIN FOR VISIBILITY AND SECURITY.
CLEAR ALL EXISTING UNDERGROWTH VECUATION INCLUDING VINES,
SHRUBS, AND SMALL UNDERSTORY TRUS
12' HT.
4" CAL.
12' HT.
4" CAL.
o
~
~
7"8"
5"5"5
8"
o
17"
o 5"5"
~
o
7"7"8
05"
"
/'
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\-_ DRW LINF OF TRFF
(TYP)
REFER TO SHEET C0 FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS,
.
QlY,
SHRUBS AND GROUNDCOVERS
HR HIBISCUS ROSA-SINENSIS
(TROPICAL HIBISCUS)
24"HI, FULL,
3 GAL, 3' O.C.
11
IV ILEX VOMITORIA
(SCHELLI NGS HOLLY)
DV DIETES VEGETA
(AFRICAN IRIS)
LMV LIRIOPE MUSCARI
'VARIEGATED GIANT' -AZTEC
(VARIEGATED L1RIOPE)
RI RAPHIOLEPIS INDICA
(INDIAN HAWTHORNE)
VS VIBURNUM SUSPENSUM
(SANDANKWA VIBURNUM)
SOD ST. AUGUSTINE 'FLORATAM'
24" HT.
7 GAL, 30" O.C.
24" HT,
1 GAL. 24" O.C.
24
1 GALLON
12" O.C.
16
1 GALLON
24" O.C.
24" HI
36" O.C.
QUANTITY TO BE CALCULATED
BY THE CONTRACTOR
9
8
PLANT QUANTITY ~
aJ
~ PLANT SYMBOL
NOTE:
WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPER
MEASUREMENTS, THE HEIGHT/SPREAD AND CALIPER MEASUREMENTS SHALL GOVERi\J.
. .....~.. ~...\liI'~'""" ,.....~,,",..
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
P;.A ,oDt420
r, . - "~On \ ~ CA 8660
933 LEE ROAD. FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407.629.9124
SEAL:
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C"l
<:S"J
c::;)
..-
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.
AMSOUTH
BANK
PROPERTY ID# FLWC03078RL
715 S. Fl HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO: 2003.0608
DATE: 05-24-04
CHECKED: RiA
.
.
~ODIF[ED: 10/08/04 11 :54 56 J:\A-J\A~SOUTH\2003.0608\0.J608L I.Dwe ," 10' DAV~Ar\
PLOnED. 10/08/04 12:06.25 J:\A-J\A~SOUTH\2003 0608\03608L 1 DNG ," )0' I[,gbre
.
PINE STREET
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DRUID ROAD
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37.0
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IRRIGATION LEGEND
o FULL 6" POP -UP SPRAY HEAD
a 1/4 E" POP-UP SPRAY YEAD
o 1/2 6" POP-UP SPRAY HEAD
a 1/3 6" POP-UP SPRAY '~EAD
~ 2/3 6" POP-UP SPRAY HEAD
~ 3/4 6" POP-UP SPRAY HEAD
. F-ULL 6" POP-UP SPRAY HEAD
. 1/4 6" POP-UP SPRAY HEAD
~ 1/2 6" POP-UP SPRAY HEAD
. 1/3 6" POP-UP SPRAY HEAD
~ 2/3 6" POP-UP SPRAY HEAD
f" 3/4 6" POP-UP SPRAY HEAD
[] CENTE R STRI P SPRAY HEAD
I] SIDE STRIP SPRAY HEAD
. END STRIP SPRAY HEAD
AI] SIDE STRIP SPRAY HEAD
'*' @ @--- DENOTES VARIABLE 6" POP-UP SPRAY HEAD
v IN 1 S' PATTERN
~ IQ] ~ 00--- DENOTES 4" POP-UP SPRAY HEAD OR ROTOR
ON PVC RISER
.... POP-uP STREAM ROTOR
.. 500 S[RIES STREAM BUBBLER
~ TORO PLASTIC VALVE
CLASS 200 PVC MAIN LINE
.
CLASS 160 PVC LATERAL LINE
PVC SLEEVE 4" IN DIAMETER
570-8-F
570-8-0
570-8-H
570-8-T
570-8-TT
570-8- TO
570-15-F
570-15-0
570-15-H
570-15-T
570-15--TT
570-15-TO
570-4-CST
570-4-SST
570-4-EST
570-2-SST
570-15-ADJ
~ PIPE CROSSOVER
______________ BACKFLOW PREVENTER
!_____--IRRIGATlON MnER
@J
o
CONTROLLER LOCATION
MODEL # CC-P09
RAIN SENSOR LOCATION
/VALVE ZONE NO.
@~VAIVF SIZE
~VALVE GPM
VALVES
~ 254-06-03 3/4" VALVES
~ 252-06-04 1" VALVES
~ 252-25-06 1.5" VALVES
NOTE: MODEL NOS. SHOWN REFLECT TORO SPRINKLER HEADS.
ANY HEADS OF EOUAL QUALITY MAY BE USED WITH THE
APPROVAL OF THE OWNER.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
, fr'~,
AA 003420
CA 8660
, ' '\ I
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407.629.9124
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REVISIONS:
NO. DATE REMARKS
10-08-04
.
.
AMSOUTH
BANK
PROPERTY ID# FLWC03078RL
715 S. FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
COPYRIGHT @
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED,
PROJECT NO: 2003,0608
DATE: 05-24-04
CHECKED:
.
.
.
.
~ODIFIED. 10/08/04 11 :5344 J:\A-J\A~SOUTH\2003.0608\03608L2.DWG 1"=20' DAVPAR
PLOTTED: 10/08/04 12:0619 J'\A-J\AMSOUTH\20030608\03608L2.DWG 1"=20' ingbre
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ROAD
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(50' R/W)
------------+-
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.
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TREE INVENTORY
TREE SPECIES TREE TAGH
t. PALAl KA HOllY 1
IIV~ OAK 2
IALRfL OAK 3
lALRLL OAK 3
3
IAGRfL OAK 4
IAuRfL OAK 5
IALPfl OAK 6
I Al.;Rf L OAK 7
lALRI I OAK 8
[ALRi! OAK 9
iAUI~11 OAK 10
!AU~11 OAK 11
IAURf~ OAK 17
IAUf~f. UAK 13
!AURII OAK
SAf1AI I) AI
SAf3Al PAL M
SAI3A1 PAL M
MS'IH~C10N]A PAlM
CH[NAf3fRRY
.
14
15
DBH (INCHES)
11
21
8
7
8
10
14
78
7
15
6
7
4
27
21
16
25
18
20
13
19
CANOPY (FT)
15
39
23' SHARED
CANOPY
27
17
17
16
36
17
22
10
53
41
71
38
RATING (1 =WORST, 5=BEST)
2
3
3
2
2
2
2
1
2
1
3
2
1
OVERALL GOno HEALTH
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TREE SPECIES
LIVE OAK
SABAL PALM
LAUREL OAK
LAUREL OAK
LAUREL OAK
LIVE OAK
MANGO
QUEEN PALM
LAURlL OAK
AVOCADO
LAUREL OAK
LAUREL OAK
LAUREL OAK
CHERRY LAUREL
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUR~L OAK
LAUREL OAK
LAUREL OAK
lAUREL OAK
SABAL PALM
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INTERPLAN ~
5"5"5
T'7"8
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
05"
AA 003420
CA 8660
/'
933 LEE ROAD, FIRST FLOOR
ORlANDO, FLORIDA 32810
PH 407,645,5008
FX 407.629.9124
SEAL:
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CONSULTANT:
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REVISIONS:
NO. DATE
REMAR S
113-138-134 cm COMMENTS
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.
\:= DRI!' LINE OF TRF[
(TYP)
REFER TO SHEET C0 FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS,
AMSOUTH
BANK
PROPERTY ID# FLWC03078RL
715 S, FT. HARRISON AVE.
CLEARWATER, FLORIDA
.
.
4
OVERALL GOOD HEALTH
1
COPYRIGHT @
INTERPlAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED, REPRODUCTIONS,
CHANGES OR ASSIGNMENTS AI<E
PROHIBITED,
TREE TAGH
DBH (INCHES)
CANOPY (FT)
RATING (1 =WORST, 5=BEST)
16
40
13
9
14
33
11
29
10
14
16
12
7
70
~
~
U
~
<C
~
/1
/
\
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CD
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17
13
38
51
17
34
18
19
20
21
22
34
25
34
27
32
27
18
12
10
20
21
27
36
26
23
24
25
26
13
27
14
7
5
4
13
78
29
30
31
,12
:;3
34
35
8
9
12
13
14
2
1
1
2
3
3
3
1
2
1
1
1
1
2
2
2
PROJECT NO: 2003,0608
DATE: 05-24-04
&
CHECKED: RTA
.
DESCRIPTION
PARCEl. Ir
1H[ IlEST 41,0 FEET OF LOT 3 ~ 1H[ EAST '.0 FEET OF LOT 41
LOT .. LESS 1H[ EAST 1.0 FIEf lHUlEClf' ~ AU. OF LOTS a ~ I,
+1.
+&7 AU. .. WItS. It. E. IOU.LEN'S ~ ACCOIlOItC TO 1H[ MAP OR PLAT 1HEIlEOF
AS REQClROEO .. PLAT 8OOl< 10, PAGE 2&. PUaIC llECClROS OF PMUAS COUNTY. flORIDA.
PARCEl. Ii
UTILITIES
lHAT l'ClImON OF 1H[ ~ ltAl.ROAO NGHT OF _Y L'IItG lIEn&N koat 4 OF WAI.LAC[
ACOl1IOM TO Q.EARWA 1EJt. AS AECOIlOID .. IILA T 8OOl< .\ PAGE .. P\8JC AECORDI OF
lIU.IIClROUCIH COUNTY. FlONOA OF ..cH PNUAS COUNTY WAS (lIIlC[ APIIff. AND WItS. ML
we au.LEN'S IUIClMIlOIt AS IlECOIlOID .. IlLAT 8OOl< 10. PAGE 26 OF 1H[ PUaIC llECClROS OF
PlllIU.AI COUNTY, Fl.ClRlDA.
PROGIlD1 u.ROY
p.O, 80lC 14042
ST. PE1IM8URG. Fl.ClRlDA
CUNtWA'IIR GAS
'00 8CU1H W'tInI.E A~
CUAAWA1EJt. FLOM)A 337M
...
lIMO WORE PAR1lCULARLY ~ AS FOu..OWS:
+If
PlME\.LAS COUNTY U1lU1D
'4 SCU1H f'Oln' HAMSON A'tENUE
CUNtWA1EJt. FlOM)A ~7M
FAl* A POlIlT 0It 1H[ EASlPLY IClUMOARY OF KC1lON It. ~ a SOO1H. ltANGE II EAST.
SAID POlIlT lIMO 132',4 FIEf MOlnH OF 1H[ SOU1HEAST CClRfllElt OF SAID SlCllON It. PROCDD
"T AL.OMO 1H[ ~1[ CEJnUll.N: OF llItUlD ROAD A OlSTAHCE OF -.11 FIEf TO AN
..lIRIEC1lOIt .,.. 1H[ 1OU1HDILY EX1EN8ION OF 1HE 1IIU1IALY 8CIUlI)MY OF lAID eo F'ooT llIGHT
OF -VI 1HENCE MClRlH 04 D€G. 4"0S" EAST. AL.OMO lAID 1lIES1DlLY llIGHT OF WAY ElC1&CSlO4. A
OtITAHCE OF 1t4..., FIEf TO 1H[ POlIlT OF IlEGNlItG. FROM lAID POINT CllH1ItU[ AL.OMO SAID
llIGHT OF WAY MOftlH 04 D€G. 4"OS" EAST A OtITAHCE OF Ill'." FEET; 1HENCE SOO1H . D€G.
04'24- EAST A OtITAHCE OF eo,I3 FEET: THENCE SCU1H 04 om. 41'0S" IlEST A lllSTANCE OF
'~.$4 FEET 1HDlCE MOlnH .. D€G. 10'14- 'l[ST A OtITANCE OF eo.14 FEET TO 1H[ POlIlT OF
IEGlMIIItO
VDlIZON FlONOA
'280 EAST ~ 11IlUT
CLEAltWA1Dt, FLClRI)A 337M
PLA T LEGEND
PARCEl. II:
G'I) . -.u<< AIIllI1IOII ".-_ ~ ..
__ . "-'T IOOIl ~ ..... .. 01 ..
fWUC llIIllOIlIII 01 ~. co.T'f
~ 01 ..... .......,. ...,., ..
-,."'-,
LOTS I AND 2. TOGE1HDt tI1H lHAT PIIff OF 1H[ IlOIt1H 1/2 OF 1H[ EAlT-"T #LIEY AIUT1M SAID
LOTS 0It 1HE IOU1HI LOT 3. TOGr1HER tI1H lHAT PIIff OF 1HE MClR1H 1/2 OF 1HE EAST-waT #LIEY
AaImMG SAID LOT ALSO lHAT PIIff OF 1H[ #LIEY.....-.c; IlOIt1H-SOU1H 1HCM AaITS LOT 3 0It 'tHE
IOU1H. -.0 FUtmtER ~ AS; lEGIt AT 'tHE NClR1HtIIE$T COIlIIEJt OF LOT 3. AND .... SClU1H
IIU FEET TO 'tHE sounncsT 00IlHER OF LOT 3. 1HENCE tlOT ,0.0 FEET TO 1lC lAST ICIUNDNtY OF
LOT I .. kOCl( 4 OF SAID ~ lET FOlt1H lIELOW: 1HENCE MOlt1H ,au FEET TO IOU1H
~ OF ... S1IlUT, 1HENCE EAST TO POlIlT OF IEGlNNItG. 'tHE EAST ~.O FEET OF LOT ..
1HE lIDT '00.0 FEET OF LOT 4 AU. OF LOTS a AND I. 1HE IIDT ,oe.o FEET OF '!HE IlClR1H &2.0 FEET
OF LOT 7 TOGE1HER tI1H 'tHE F'OLLo.tG ~ PAltCELi
0'2) . IllIIlIML . ...... ..... 0111.0OI
'01 ........... .. __.
"-'T IOOIl I. ..... 27 01 .. fWUC
llIIllOIlIII 01_""".-'
G'I) . .......,. MIl .. __ . "-'T IOOIl ~
..... .., 01 .. fWUC llIIllOIlIII 01_
...".. -. ~.... "-'T IOOIl
~ ..... lIO)
" - ... IlL 1IlIMI8l'I..... ..
__ . "-'T IOOIl It. ..... . 01 ..
II'WUC llIIllOIlIII 01 -.... ...".. -.
+44
~ AT 1lC SOU1HEAST CClRfllElt OF LOT '. .. ILOQ( 4 OF SAID ~ SET FOIt1H
ID.OWl FOR A PCIMT OF 8EGNlIilGl 1HENCE .... MClR1H &3.0 FEET TO '!HE MClR1lCA8T CiDIlMDt OF SAID
LOT 81 1HDa EAST ~ AM EAS'IDIL Y EX1DllIlON OF 1lC MClR1H .... OF lAID LOT '. A lllSTAHCE
OF 40.~ FEET: 1HDa MClR1H M,O FEET: 1HENC[ IIDT lto.80 FEET 1'0 A POlIlT 0It 'tHE "T LME
OF LOT 7 .. IILOQ( 4 OF SAID lMIOMSlOIt SET FOlt1H ~ 1HENCE IClUlH TO 'tHE SOU1H1lIEST
CClRfllElt OF lAID LOT': 1HENCE EAST AL.OMO 1lC IOU1H LME OF MD LOT . TO 1lC flCItT OF
1E0NMGI 1HE IOU1H $3.0 FEET OF IllEST .leu FEET OF LOT '0. TOOE1HDt .,.. 1lfAT PART OF 'tHE
MClR1H-1OU1H N.JZ.Y L'IItG et:nlUN SAID LOTS . ~ 10 AU. .. aoa< 4. PLOT OF '!HE WAU.ACE
ACOl1IOM TO Q.EARWA'IIR, FLA., ~ TO 1HE IlLAT 1HDlEOF ~ llICOIIOID .. IlLAT 8OOl< .\
PAGE I. PUaIC REOClROS OF ... '---...oM COUNTY. FLClRlOA OF 1HCM PMUAS COUNTY WAI
FOflWDILY A PART,
A.C.LlUl - A1lAN1lC COAST UNE RAILROAO
LESS
lllll .
._---
._-",.,.
. ...,.,
If.& .
1HE EAST 2.5.00 FEET OF 1HE 1IIIIT JO.80 FEET OF 'tHE SOUlH '07.00 FEET OF LOT '0. IILOQ( 4
OF WALLAC( AIlCll1lOIt TO a.EAltWA1ER. F\.ClIlD4 AS IlECOIIDID .. IlLAT 80CllC .\ PAGE I, OF 1lC P\8JC
llECOllOI OF toaLJ8OIIOIJGtl ~TY. FLClRlOA OF 1HCM PMU.AS COUllTY WAS FOIlImlLY A PIIff,
Pl'. .II
,~Y' ,}~.
cp,.II
._,.,~&~
OJ/L
._-
LP.II
. -,.,
TOGE1HER tI1H
UP, .II
. _ .,.".
,",.II
. ",,.,
1HE IIDT 7..so FEET OF LOT 10. AND 1HE IIDT 7..so FUT OF 'tHE IOU1H '/2 OF 'tHE ~
N.JZ.Y LweG TO 1lC MOlnH OF SAID LOT 10. TOGE1HER .,.. 1H[ AI.L[Y IEnaM LOTS 7 AND '0.
AU. LEIS 1HE IOU1lf '07.00 FEET 'lHDlEOF, TOGE1HER ... 1HE EAST 42.00 FEET OF LOT 7,
AU. lIMO .. koat 4 OF WAt.LACE ACOl1IOM TO CUNtWA'IIR. FLClMlA AS IlECClRIlIO .. IlLAT
80CllC .\ PAGE: I, OF 1HE P\8JC _CORDI f:* HI.L8IOROUGH ~, FlONOA OF IIICH PIlELLAI
COUNTY WAS FOflWDIL Y A PIIff.
... ,.,
I/.P,.II
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.",.
@
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1'1.
1.
.-...,.,-
00
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.-...
lIMO FUR1HIlt ~ AS F'OLLOWS:
~
._-
.... - - ~-- - - "-
._---,.....
._-
. .",-
1HAT l'ClImON OF LOTS 3 1t<<CUGH .. OF WItS. ML WOM.1.EM'S aJIlOM8lON. AS
llECONlID .. PLAT 8OOl< 10. PIoG[ 2& OF 'tHE PUaIC 1lE0ClR0S OF PI<<LLAS COUNTY,
FLORIDA TOGE1HER ... lHAT l'ClImON OF FORNER ltAl.ROAO RlOHT-OF-1IlAY AND
LOTS , 1HROUOH '. ILOQ( 4, OF WAU.ACE ACOf1lOH TO CUNtWA1Ilt, AS 1lECClRD€D
.. PLAT 8OOl< 3. PAGE I OF 'tHE PUaIC IlECORDS OF lILLI8ClROUGH COUNTY OF 1HCH
PlllIU.AI COUNTY WAS FOflWDILY A PART AU. OF 1HCH LweG .. SECllON II.
~ a IOU1lf. ltANGE ,a EAST. PlHEU.AS COUNTY. FUlIlDA IOtG F\IR1HER
oac.m AS F'<lLL.OWIl
@
o
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.~--
. lIIIlC _ ",.,.
. lIIIlC _ ,.,
T58 .
TSP l8(
-.-...
~
~
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A
~
rn
.-.-
c:!J
.....-
+eel
_ AT 'tHE IOU1HIIIEST 00IlHER OF LOT .. ILOQ( 4. OF WAI.LAC[ AIlCll1lOlt TO
CUNtWA'IIR AS 1lECClRD€D .. PLAT 8OOl< 3. PAGE I OF '!HE PUaJC IlECORDI OF
lIU.IIClROUCIH COUNTY. F\..ONOA OF ..cH PIlELLAI COUNTY WAS FOlIWDlLY A
PIIff lIMO A PCIMT 0It 'tHE EAST RlOHT-<lF-_Y LJE OF f'Oln' HNlIll80It A'tENUE:
1HENCE ALOItG SAID EAST RlOHT-OF-1IlAY LME AND 'tHE IllEST LME or LOTS 4
1t<<CUGH t. ILOQ( 4 OF SAID WAU.ACE ACOf1lOH TO CUNtWA'IIR. N.O''OI'28''W..
.12J.84 FEET 'TO 'tHE SCUlH NGHT-OF-WAY LME OF fIlME S1IlUT; 1ltENCE AL.OMO SAID
IOUlH llIGHT-<lF-WAY LItE. M...48'~. 383048 FEET: 1HENCE ..ono'....... 4,"
FEETI 1HENCE CllH1ItU[ ALONG SAID IOUlH NGHT-<lF-WAY LIME. M.8n3'4t"E..
200.17 FEET; 1HENCE LEA'ANG SAID LItE. 1.01'1'2t"E., 'M,OO FEET TO 'tHE SOU1H
LME OF LOT 3. ML WCIMJ.EN'1l1U1OM!1lOMl 1HENCE ALONG 1HE 1OU1lf LK OF LOTS
.1 1HROUGH . OF SAID PLAT. s.ee~'O&"" 2'.1.$7 FEET: 1HENCE M.OS'2O'4t"!.. 4.13
FEET: 1HENC[ s.w....U'W" 203.12 FEET: 1HENCE S.0''01'28''E.. 1"'74 FIEf TO 'tHE
MOlnH IIOHT-OF'-WAY UNE OF llItUlD ROAD (eo P'OOT RlOHT-OF'-1IlAy); 1HENCE ALONG
SAID LME. 8......34.... 117.80 FEET TO 'tHE POlIlT OF IE-.o.
T.S ... . lIIIlC_
- .-
.
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tu. ._____
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II'. .___
llCA . ... cu,_
--
--a- 0 - --- -.B. .-...,,-
-...-......
.-..--
~ ._--,.,-
OOHTAIMItO 2.711 ACIlD (110674 sao_ FEET) WORE 0It LESS.
1HE ABOVE WE1ES AND IOlNlS LEGAL 1lOOlP1lOIt IS 'tHE SAME AI
'tHE W1&.E PNtCILS ~,
SEE SHEET 3 FOR NOTES
FlLES
DRAWN
POLAR'S ASSOCIATES INC.
PROFESSIONAL SUR'tf:YlNG
29" S.R. m SUITE:' 7
ClEARWA D. FLORIDA J3759
(727) U9-~
OHR
CHECKED
OOF
4 '3 04
DATE
CONTIGUI1Y STATEMEIfT
,
REV
BY
APP'D
ZONING INFOR~4A TION
1lfE PR<JlERTY SHOIM HEREON IS ZONED 0 (OOIMTOWN)
SE18AO< INF'ORWAllON IS SIlt Pl.AH SPEOFIC AND SHOULD cor.TACT 1HE OTY OfF
CLEAAWAlER PLANNINO/ZONINC OEPAR'NENT,
LINE TABLE
IJ€ ~ DlSTMC.f:
L' S 03'20'46" 116.&7'
L2 S 0""2t"E
U .. 88'44'.34"[
L4 S "",'34"
L.& .. 03'20'46"[
LI S 0''0''.34''[
L7 .. 88'44'.34"[
La S 01'O"28"E
lot S 0''20' 4O"E
L1G S 8nrla"W
LIt S 03'20'*"
L12 S 03'20'*"
L13 S .'38'14"[
L'4 .. 0""28"
SUO' (F') &8.0' (P3)
...,14. (F') ....0' (P.1)
47,_ (F') ....0' (P3)
u3' (F')
&7.81' (F') &2.0' (P')
82.&0' (F') 82,&' (D)
'07,00' (F)'07,O' (0)
&8.'7' (F')
6&.84' (F')
4,88' (F')
0,24' (F')
.34,00' (F') (P2)
&0.00' (F') (P2)
LEGEND
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PREPARED
FOR:
INTERPLAN LLC
SECTION 16, TOWNSHIP 29 S., RANGE 15 L,
CLEARWATER, PINELLAS COUNTY, FLORIDA
j '.1 ~
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VICINITY MAP
MOT TO 8CALE
SURVEYOR'S
CERTIFICATE
CDt1lFlED TOt
,.T ANDlICAN 1f1L[ INIUIWU OOI/P/IIfY
WACf'AIlLAME. FIRGUIOIl . WoIoMI.Dl
ANSClUlH lANK
1M .....~ .....yoertlfM to AmIwtlI ... 0114 Fnt Amerloon n-. ___
CcIlrwonJl 0) thot ... Is . dilly ~.lon4 ~ In tile Stoto of FlortcIo; (b) thot tile plot to
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dMorIIod ... (tile ~ .",.~ 2.718 _ _ furaltr ..... by tile
~ ~ 011 tile Plot: (.) thot tile Plot If boHcI upon . fillet tuIWt modo 011 ..,..,
a. 2004, by I'I\t or *001IY un4Ir my ......... III ~ """ "MllIlmum StOll4lNl
Detol Roq.Ihments .., ALTA/N:$A lAIl4 1ltIo s-.,.- ...tly OItGlIIlIllod by ALT~N:$A
III ItIll GIld thot ..... fillet .,.., moots tile ~ ,...~t of . ao. -A tuIWt-
dIfIrlod "*""1 (4) thot tile Plot ",,",y __ tile loootiOll of ....... elNo1urW GIld olhor
..... Implo___ 011 tile Propertlll (0) thot tile Plot -uy __ tile toootion of
_.141"" N*lo.... GIld ~-'"l' _4lIeoItMd In We IIl_ Gom..,,""*,t ....... fie
2081-4OO2.lO dcrto4 01 of Ilo-.bor II. 2003. lIouod by tile n-. ___ Compony (tile "TIeo
ConvlIIImont-)1 ~ tile ..... ~"'" lit "'" In tile Tltlo CornmI'"*'t If IclllltioGl In II
,...'* to .. 0Ie0IIptI0n lit "'" 011 tile Plot! (I) -.pt 01 __ CIl'l tile Plat tIl_
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ELEVA TlON - 34,69
S89'53' 46"W 200.97'
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1. FIELD BEARINGS SHO'MI ARE BASED ON THE RIGHT .(JFJNAY UNE OF SOUTH FORT HARRISON AVENUE, AS
UNE BEING N.Ol'Ol'28'W.
10"
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341
- 5"24"
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2. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND
UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILllY LINE
LOCATIONS (IF SHO'MI HEREON) ARE BASED UPON UTILITY PROVIDER Al\.ASES AND VISIBLE FACILllY
EVIDENCE THIS UTlLllY LOCATION METHOlXlLOGY MEETS THE REQUIREMENTS OF A QUALllY LEVEL CAS
DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTlUZlNG THIS METHOD IT IS NOT UNUSUAL TO FIND
THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTl':D TWO FEET
OR MORE IN ERROR.
4. RE~SE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN
VERIFICATION, VtlLL BE AT THE RE~SERS SOLE RISK AND WITHOUT UABIUlY TO THE SURVEYOR. NOTHING
HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE
CERTIFIED TO.
5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED.
6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISOlCTlONAL,
HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, FLOOD INSURANCE RATE MAP, COfIMUNllY PANEL NUMBER 125096 0015 D, EFFECTIVE DATE
AUGUST 19, 1990. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILllY
FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH
MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE
ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT ''THIS MAP IS FOR INSURANCE
PURPOSES ONLY"
8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE
PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORllY
PRIOR TO toNY DETERMINATIONS OR DESIGN.
9. UNLESS OTHERWISE INDICATED, THE PROPERlY DESCRIPTION AND EASEMENTS SHO'MI WERE FURNISHED
TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS,
FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS ARM FOR THE COMPLETION OF THIS SURVEY
10 DESCRIPTIONS AND EASEMENTS SHO'MI HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE
COMPANY, COMMITI\1ENT FOR TITLE INSURANCE, FILE NUMBER 2081~230, EFFECTIVE DATI;: APRIL 7,2004,
AT 8:00 A.M., ISSUED BY MACFARLANE FERGUSON & MCMULLEN 400 NORTH TAMPA STREET, SUITI; 2300,
TAMPA. FLORIDA 33602.
ITEMS LISTED ON SCHEDULE B-2 ARE AS FOLLOWS:
ITI;MS 1 -12 NOT MATTERS OF SURVEY
ITEM 13 SUBJECT TO A DRAINAGE & UTlLllY EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 4882,
PAGE 1184 OF THE PUBLIC RECORDS OF PINEUAS COUNlY, FLORIDA SHOWN
ITEM 14 SUBJECT TO A DRAINAGE & UTILllY EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 3885,
PAGE 794 OF THE PUBLIC RECORDS OF PINEUAS COUNlY, FLORIDA. SHO'MI
ITEMS 15 -16 NOT MATTERS OF SURVEY.
SUBJECT TO A BLANKET DISTRIBUTION EASEMENT FOR FLORIDA POWER CORPORATION AS RECORDED IN
OFFICIAL RECORDS BOOK 5293, PIIGE 1080 OF THE PUBUC RECORDS OF PINELLAS COUNlY, FLORIDA LYING 5
FEET EACH SIDE OF THE FACILITIES.
11. ELIV'Al10NS SHOWN HI!!RIONARE BASED ON CITY 0" CLEARWATER BENCH MARK "...g" HAVING AN
ELevATlON all 23.045, NATtONAL.OEODEnc VE"nCAL. DATUM, 1e2t.
12. lREES 4" IN DIAMElER AND LAROER HAVE BEEN LOCATED WITH COMMON NAME AND APPRO.NATE
DIAMETEJIt IlJU!AST HIGH aMAl1.e,.,11It!!s. NON--PJltOTl:CT!O SPECI!! (INCLUDING ORNAMENTALS) AND
TREES WITHIN JURISDlcnONAL AREAS (IF ANY) HAVE HOT BEEN LOCAlED.
PROJECT:
DOWNTOWN
CLEARWA TER
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SIGN approximate location
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( City of Clearwater All .
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TREE LEGEND
,t _ - 12' OAK TRa:
12' @ _ 12' lIIlJ.OW l7la
12' ~ - 12' IIlJlB!RflT TRfr
It . - 12" PALII 1llff
It . - 12" 9AY lRIT
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12" . - '2. some BRUSH mer
12" @ = '2" CANPHCM TR'ff
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.3
BOUNDARY & TOPOGRAPHIC
SUR VE Y
DATE: 2/19/04
-
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SCALE: ~O'
PROJECT
NUMBER
OF
.3
04-2574