FLS2004-12084, PLT2004-00018 (2)
FLS2004-12084
609 Seminole St
S P GARDEN TRAIL
LLC
SECTION 9, TOWNSHIP 29 S., RANGE
15 E.,
/
seo. p
/
/
PINE LLAS COUNTY, FLORIDA
DESCRIPTION
/
/
BLOCKS 2 AND 3, J H ROUSE "SUBDIVISION OF HIS LANDS", PLAT BOOK 4, PAGE 9, TOGETHER WITH RIGHT-OF
WAY VACATED IN OFFICIAL RECORDS BOOK 8088, PAGE 172, ALSO TOGETHER WITH ALLEY VACATED IN
OFf'ICIAL RECORDS BOOK 11701, PAGE 1151, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
CONTAINING 2.5868 ACRES, MORE OR LESS
NOTES
/
/
30
r
15
,
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30
I
UNLESS OTHERWISE INDICATED ALL BEARINGS AND DISTANCES SHOWN ON THE MAP OF SURVEY ARE FIELD
MEASURED. FIELD BEARINGS SHOWN ARE BASED ON THE NORTH RIGHT,OF-WAY LINE Of' ELDRIDGE STREET
ASSUMED AS BEING S 90'00'00" W
2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER
MANHOLE RIM
ELEV. = 31.56
N. IE=17.32
S. IE=17.36
SW. IE=21.81
SCALE: 1" = 30'
3 NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND
UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE
LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE FACILITY
EVIDENCE THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS
DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. U f1L1ZING THIS METHOD IT IS NOT UNUSUAL TO FIND
THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET
OR MORE IN ERROR.
'\ .
;' .'
31.56
GRA TE AT FLOW LINE
ELEV. 30.56 MANHOLE RIM
SW. I =28.79
GRA TE AT FLOW LINE
ELEV, = 30. 34
NO ACCESS
+31.3
GRA TE AT FLOW LINE
ELEV.=30.54
NO ACCESS
120 (I') 31.1
N89-53' 44"E
ELEV, = 31.70
E. IE=27.25
S. IE=27.28
W. IE 27.31
1 /2" . FOW 3/4'
~8" _. t:---. WA TERlJNE AS. PER _ CITY ,OF y[I.EARWA TfR ATLAS
P 8"1J C.P,
1.36313 136 . ll~X Il .
31.13 31.21
4 REUSE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH I T WAS INTENDED, Wll HOUT WRITTEN
VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR NOTHING
HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED
TO
MANHOLE
GRA TE
RIM ELEV.=31.11
N, IE=27.49
NE. IE=27.49
SE. IE=27.49
SW. IE=27.75
W. IE=27.29
FIR 1 1/2'
FIR 1
T.S.
31.45
.fL
o~rNOLE +3STREET .fL
+31.66
5 ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED.
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. +325
J). j J,
ino
120 (1') 31.4
pi 343.07' (F) ~
. 1,9]d-1 '/ 30.87
. 1 COVER!:.D __~-:7I .~//
C RPORT ' - I ~
IQ I
I.UI III ~ ~'1-I)(
op x~V_ . _1 I
\ 7..:(, x 6~LF /
1 STORY WOOD
FRAME /
LOWEST Fl OOR '
ELEV.=33.69
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!"> .. ')
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+--
31.77
T.S.
.....T.S.
P.P.
..
6 THiS SURVEY IS NOT INTENDED TO SHOIN THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS
OR ENVIRONMENTALLY SENSITIVE AREAS.
E-
1000'
. (C)
7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103C0106G, EFFECTIVE DATE
SEPTEMBER 3, 2003 (MAP INDEX NUMBER 12103CIND1A, EFFECTIVE DATE SEPTEMBER 3. 2003) POLARIS
ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY 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".
+320
+ 3l.4
MANHOLE RIM ELEV.
N. IE=17.54
.....T,SS. IE=17,57
SW. IE=28,48
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 AUTHORITY
PRIOR TO ANY DETERMINA TIONS OR DESIGN.
1.0'1' B
16' 15' 5"3" wy"121 "
.. -16'~ '. ~ ~ . X T" - ~ f'
)(_ -x-)(-)(-
- )( - 4' CLF 17" !
(:)
.5'0
9 UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOINN 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 FIRM FOR THE COMPLETION OF THIS SURVEY
.......
())
~ CO'
-31.3(rf 31.2 C\J
31.43 Iv)
LL I Q'
>>~~ 3".J
1 STORY WOOD ~ J
FRAME BLDG
LOWEST FLOOR n
ELEV.=34.15 ~ ~ i I~
<<1 TI.O' 0-j /1
CHESTNUT 35" J 7.6' ><
x 4' .c. L~~<; ~ x -1
3~.2' " t- /
1 STORY WOOD +31.6 ><
'0 FRAME BLDGq
cO LOWEST FLOOR. ro
('oJ ELEV.=33.66 N
+ 31.7
><
1~
~20'
8"
10 THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO
EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD.
+31.2
031.1
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1,0'1' 10
+321
I,()'I' 17
+ 30.7
18
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11 EL EVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK AG0581 "HARRIS J"
HAVING AN ELEVATION OF 30 52 NORTH AMERICAN VERTICAL DATUM, 1988
12 TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER
BREAST HIGH. SMALLER TREES, NON.PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN
JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED.
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13. FLORIDA DEPARTMENT OF TRANSPORTATION RiGHT-OF-WAY MAP, SECTION 15600-2801 WAS UTILIZED FOR THE
CREATION OF THE WEST RIGHT-OF-WAY LINE OF THE PINELLAS TRAIL
+32.3
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CERTIFICATION
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FIR 1/2'
RLS 2512
CERTIFIED TO: SOUTHPORT FINANCIAL SERVICES
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+315
+319
t326
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I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FL.ORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA
AOMI',W' fRATIVE CODE, PURSUANT TO SECTION 172.027 FLORID/., STATUTES
~A~~~UtEY
WEI]?;~~ U u
SSIONAL LAND SURVEYOR NO. 5246
+32.1
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3180
.13' 22"7"13"13' -W15 16' .
7.1~__- ~~-. ~._@ ~ . -
~11" ~AUREL if 10 _ x- j(-
)( - - ~,)( CLF MANHOLE RIM
+ 32.7
,. )
ELEV. = 31.33
N. IE=28.07 I
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1.0'1' l;~
6"
LEGEND
+311
+318
30" I
26"(j)~/
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MANHOLE RIM ELEV. = 311
N. IE=2f'
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36"
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LOT 15
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12' ~ = 12" OAK mEE
12' @ = 12" WIt LOW TREE
12" ~ = 12" MULBERRY mEE
12' ~ = 12" PALM mEE
12' ~ = 12" BAY mEE
12' <# = 12" MAGNOLIA TREE
12' <) = 12" CITRUS mEE
12" ~ = 12" mCAL YP7US TREE
12' . = 12" SYCAMORE mEE
12' . = 12" PINE mEE
12" . = 12" CEDAR
12' <J = 12" ElM mEE
12' <tI = 12" MAPLE mEE
12" ~ = 12" WAX MYRn.E TREE
12' <<1 = 12" OTI-IER SPECIES
12" <1 = 12".CYPRESS mEE
12' ~ = 12" PECAN TREE
12' @ = 12" BOTTLE BRUSI1 mEt_
12' @= 12" CAMPI lOR mEE
12' @) = 12" CI1INABERRY mEE
12' ~ = 12" PERSIMMON mEE
~.~ S.C.O.~
.fL= SANITARY LINE
PAIN T IIAIIK
T.v'U. ~ = UNDERGROOND CABLE TfLHfSK>>-J IIARKER
T.v'B. . = CABIL TflE\1SION unllTY BOX
P,P." = POWER PCXE
," - = OIf:RHEAD LINES T.U:!..0_ T
c.P... = COlIBlNAn(io/ pen (POWER/F'H(io/E/CABLE T.v,)
LP... = IICJ-/T POLE
C.LP." = COlIBlNA n(io/ It IIGII T POLE
GP." = GUY POLE
II,P." = ME TER POLE
E-----Pt. = GUY WIRE
i = UNDERGROOND POWER PAINT IIARK RW v,_
:Q; = ELECTRICAL OOTl.ET
~ = ELECTRIC unllTY BOX
@ = UTll.ITY /.IANHOLE
T.S.B. 181 = TRAFF7C SIGNAL unllTY BOX
TSP J8r = TRAmc SIGNAL PO/.E
i rmMJJJBil.JfiJ.f.J2
~_~~.A.~~
. = GRATf INLE7
@ = S TORII SEWER PIPE It /.IANIIOLE
0= SANITARY SEWER PIPE, IIANHOLE, CLEANOOT It VALI-f
R.CP. = REINFORCED CONCRETf PIPE
CliP. = CORRUGA Tf 0 /.lET AL PIPE
P. vc. = POLY \1Nl't allORIDE
D.I.P. = DucnLE IR(io/ PIPE
VCP. = \1TRlnED ClAY PIPE
- ~<l G -~-o = APPROXl/.lATf lOCAnON OF UNDERGROOND
G.v, U.G.L GAS liNE WITH GAS VALIf:, GAS /.IETfR
It GAS liNE WARNING SIGN
.j'L = BURIED GAS LINE PAIN T IIARK
T.s...... = TRAFF7C SIGN
llII:I = /.IAlLBOX
COR = CORNER
STY = STORY
CLF = alAIN LINK FE NCE
IE = INIf:RT ELE VA UON
'1,5 = WOOlJ FENCE
8LDG = BUILDING
/.IAS = /.IAS(J-JRY
S/W = SIDEWAlK
CONC = CONCRE Tf
PB = Pt.A T BOOK
DB = DEED BOOK
PG = PAGE
F/T = FENCE nE
EIP = EDGE OF PAIf:IIINT
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+31.5
+ 31.4
+ 31.7
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/ 301
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+ 313 + / +
30.1
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i = UNDERGROOND TfLEPI/(J-JE PAINT /.lARK
U.T.II. 0- = APPROXlIlATf LOCAnON OF UNDERGROOND
TfLEPH(J-JE CABLE WI7H TfLEPH(J-JE UUIITY BOX
UNDERGROUND TfLEPH(J-JE CABLE WARNING MARKER
T.P. .. = TfLEPI/(J-JE POLE
F.0.1I,. = UNDERGROOND nBER OPUC LINE WARNING /.IARKER
/0= UNDERGROOND nBER OPUC LINE PAINT IIARK
W--1lil--= APPROXl/.lATf LOCAU(J-J OF UNDERGROOND WATfR
WL liNE WITH FIRE HYDRANT. WATfR VALIf: It IIETfR
i = WATfR liNE PAINT /.lARK
RWL _________= APPROXl/.lATf LOCAU(J-J OF UNDERGROOND REUSE WATfR
fiWL liNE. REUSE WA TfR VAL If: It /.IE TfR
;.t = REUSE WA TfR LINE PAINT IIARK
)( = 6' alAIN LINK FENCE UNLESS OTIIERWISE NOTfD
. = PARKING POS T OR BOLLARD
f I = CONCRE Tf
I = ASPHALT
O.R. = OFfIOAL RECORD BOOK
P.LS. = PROFfSSI(J-JAL LAND SURIf:YOR
LBI = liCENSED BUSINESS NUMBER
O/A = OIf:RAU OI/.IENSI(J-J
P.O.C. = paNT OF COlI/.IENCEIIENT
P.O,B. = POINT OF BEGINNING
t = CENTfRIINE
R/W = RlCJ-/T-OF-rtAY
ELEV = ELEVAn(J-J
nR 0 = FOOND IR(io/ ROO
np 0 = FOOND IR(J-J PIPE
SIR 0 = SET 1/2' IR(J-J ROO It CAP LB.J611 J
FCIJ 0 = FOOND C(J-JCR[ Tf /.IONUME NT
SNit{) 0 = SET NAIL AND BRASS DISK LBJ6I1J
FNIt{) 0 = FOOND NAIL AND DISK
(P) = BEARING jtJIS T ANCE PE R PL4 T
(D) = BEARINGjtJlSTANCE PER DEED DESCRIPU(io/
(F) = BEARING;tJISTANCE PER FIELD /.IEASUREIIENT
(c) = BEARlNG;tJISTANCE PER CALCUlAUON
TYPICAL SPOT ELEVA lI(io/S
(IF SHOWN)
FLowLiJ'r ~ W:S %~ ~g~ EDGE OF PAIf:/.IENT ELf V 96.18,,><
EDGE OF PAIf:/.IENT ELEV 9618'x GROOND ElEV, 95.2
EDGE Tf: g,1-f~~~nEJv' 3H~ GROOND ELfV. 95.2x'x
o = SCHEDULE B-2 ITfM
)(
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6"6"
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RLS 2512 l'
+ 32.2
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+322
+32.4
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F /T 0.9' N.
6' CLF
F /T 0.8' S
374.58' (F)
120 (P) 6' CLF
jJ.
100.0' (C)
---u--__~L
------------- .-1
TREE LEGEND
I~ll
S90-00'OO"W
(~,) 31.3
16"
(j)
x"
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W.v._
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3/4"
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ELEV. = 29.94
E. IE=26.76
W. IE=26.82
30 32
GASUNE AS IfrR CI!Y....QE. C
OJIT.
T.S...... w,v,_
GRATE ELEV.=29.60
S. IE=27.49
L + 31.02 12'V,C.P.
~ 30.83
4)l)
+31.67
-~l
1.1
WA TERUNE AS PER CITY OF CLEARWATER ATLAS
n
pt+31.66 ~ +31.48
i ~PL
W WL
3147
G
31.14 31.01
FOP
l'
FCM
4'X4"
.fL
MANHOLE RIM
N:" 1[=25.65
E. IE=25.60
W. IE=25.66
G
---~"T.P.
F.If...
G
GRA TE
TBM MANHOLE RIM ELEV.
30.72
N. IE=19.00
E. IE=19.16
S. IE=19.09
W. IE=25.84 8" V.C.P.
W. IE=19.33 10" V.C.P.
W. IE=22.82 10" V.C.P.
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SEMINOLE TRAIL
CHORD BEARING
S10"24'52"W
PREPARED FOR:
SOUTHPORT FINANCIAL SERVICES
TYPE OF S LJRVE Y:
BOUNDARY & TOPOGRAPHIC SURVEY
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POLARIS ASSOCIATES INC.
PROFESSIONAL SURVEYING LB 6113
2915 S.R. 590 SUITE 17
CLE ARW ATE R, FLORIDA 33759
(727) 669-0522
DE
:J ,.'-:
2004
__ ___u__ _ .__J - D~T~ _ ]~~ NO. l--~---
RE VISIONS
DATE
04/12/04
CHE CKE D BY:
J,D.W.
SCALE:
1" = 30'
DRAWN BY:
G,R.M.
JOB NO.
01-3202
SHEET
1 OF
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LANDSCAPE INSTALLATION NOTES
SEMINOLE STREET
150\ /10\
~ ~
z "-'
t,'> 11 -
. :D 8 u
i ~ ~ ~
- <t: > <l:
..~@c
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~ (C) 0)
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LANDSCAPE SCREEN
/1\
~
I) ALL PlANT MATERIALS SHALL BE FLORIDA #1 OR tt: I let< AS c9IVEN I~
W~~~~~~~~TI~~.
2) LOCATION OF Pl..ANTS ON THE PLAN ARE DI.A6RAMMA TIc,- SEE THE lANDSGAPE
ARGHllCGT FOR GlJ:STlONS ON EXACT LOCATIONS. THE PLANT MATERlAl.S LIST IS
PROVIDED FOR THE CONVENIENCE OF THE lANDSGAPE GONTRAGTOR; SHOULD 1lERE BE
AN'( DISG-REPANGY 8ETJIEEN THE PlANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
3) IT IS THE LANDSc.APE GONT'RAc.TORS RESPONSIBILllY TO I~ THAT ALL PLANT BED
AREAS HAVE PROPER DRAINAc9E FOR OPTIHJM c9ROWTH OF LANDSc.APE MATERIAL
BEFORE INSTALLATION 9Ec9INS.
4) THE CONTRAC.TOR SHALL I~ THAT ALL PLANTlNc9 ISLANDS AND OTHER AREAS SHALL
BE GLEAN OF TRA?l:fl99J:6~TlON DEBRJ..?I OR OTHER HA5lE MATERIALS TO A DEPTH
OF 24- PRIOR TO ~APE INSTALLATlvrt.
?~ PLANT BEDS AND TREE RINeS SHALL BE TREATED WITH A PRE-EMERc9ENT
ICIDE AND nEN TOP-DRESSED HITH 3- DEEP PIlE BARK MJLCH. ALL NEW TREES SHALL
HAVE A TREE RINc9 HITH A MINIHJM OF 24- RADIUS, ALL NEH TREES AND PALMS SHALL BE STAKED.
ALL EXISTINe TREES TO REMAIN SHALL HAVE A 6' RADIUS MJLCH RlNe AT A DEPTH OF 3-.
6) NEW SOD SHALL BE ST. AUSUSTIIE FLORATAM IN ALL DISTURBED AREAS. THE PLAN.
GONT'RAc.TOR SHALL ~IIE EXAGT GlUANTITlES IN THE FIELD. SOD AREAS SHALL BE
MAINTAINED BY THE CONTRAC.TOR FROM THE TlI"E OF INSTALLATION TO THE TlI"E OF FINAL
ACCEPTANGE.
;) TREES SHRUBS, AND 6ROUND COVER SHALL BE INSTALLED USINc9 THE FOLLOHINc9
PROGEEDIJRE. PLANT PITS SHALL BE EXCAVATED TO TWICE THE DIAH:'TER OF THE PLANT
ROOT BALL. AERAlE EXISTINc9 SOIL BEFORE BACKFILLINc9 PIT. ADD AeRIFORM FERTILIZER
TABLETS TO EACH PLANT PIT, AS PER THE SPEC,IFICATIONS.
)
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= 15'" '~'I. U~ ~~ ~~
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(~)- ~~LJ~- v ~
(;) ~ /0 ~ = 1'----__ LANDSCAPE 5GREEN
~ ~ /30\
\EW- rT~. 18 ~
m~~/25\ lh .~n LANDSCAPE SCREEN
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TREE LEGEND
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12' ~ = 12- OAK TRII
12" @ - 12- wruow TREE
12" ~ = 12- MULBERRY TRII
12" + = 12- PALM TREE
12" ~ = 12- BAY TREE
12" (#.. 12- MAGNOLIA TRII
12" <).. 12- CITRUS TRII
12" ~.. 12- EUCALYPTUS TRII
12" . = 12- SYCAMORE TREE
12" ~ = 12- PINE TREE
12" .. = 12- CEDAR
12" <J = 12- ELM TREE
12" <f1 = 12- MAPLE TREE
12" ~.. 12- WAX MYRTLE TREE
12" ~ - 12- OTHER SPECIES
12" ~ = 12- CYPRESS TRII
12" t> = 12- PfCAN TREE
12" @.. 12- BOTTlE BRUSH TREE
12" @ = 12- CAMPHOR TREE
12" @.. 12- CHINABERRY TREE
12" ~.. 12- PERSIMMON TREE
_fl1\
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LANDSCAPE SCREEN
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CROHi SPREAD I
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REMOVE DEAD AND IN..VRB?
Mas, TRIM NO LEADERS,
RETAIN NATURAL SHAPE.
HillE SURVEYORS T A6e1Nc9
TAPE, 6" LENc9TH
3 - 2- X 2- STAKES DRIvel INTO
6ROt.tID AT AN ANSLE, nEN TleHTEtED
TO VERTICAL POSITION. f}' MINIHJM
LENeTH, STAKES AT 120. ANSLE
17"
8"
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ARBOR TIE GONNEG.TlONS
C,ROHN OF ROOTBALL SHALL BE
INSTALLBJ I- ABOVE FINISH 6RADE
3- MINIHJM MJLc.H LA"T"ER. INSTALL
HJLCH 2- AHA Y FROM TRUNK.
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II lIE~rn~ill~ I~~I III 1 III III:
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I GOCE ALlERNATE
_ II ~ SYMBOL GlJANTI1Y G1JANT11Y
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APPLY FERTILIZER TABLETS DURlNc9 TREE
INSTALLATION. f'LACE TABLETS BETH:EN
TOP AND MIDDLE OF ROOT MASS.
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TREE STAKING AND PLANTING DETAIL
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4- SAUc.ER RIM HITH 3- MJLc.H ON TOP (l+lEN NECESSARY).
~;AlJC,ER SHALL BE UNIFORM AND NEAn.y c.oNS~TED.
CON'J'RAC,TOR SHALL REMOVE STAKINc9 AND 6lN'1Nc9
I'1A TERIALS AFTER ONE 6RO\fIl1Nc9 SEASON.
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ALL NEW lANDSGAPE HILL BE IRRl6A TED USINc9 AN AUTOMATIC UNDEReROlJND
SYSTEM WITH I~ COVERAeE. RAIN c.HECK HILL BE GONNEG.TED TO c.ONTROLLER
AS PER STAlE REGllJIREMENTS. SYSTEM SHALL BE SET TO CONFORM TO LOCAL
HATER RESTRICTIONS.
EXOTIC PEST PLANT REMOVAL
~V'v/~/: ~ -< TD II il ALL INVASIVE EXOTIC SPEC,IES 5UCH AS BRAZILIAN ~rl:::t<, CHIIESE TA'I nw AND PUNK
~ ~ -< :: JI ~r...
'</.. 1% 'l: TREES, MJST BE REMOVED FROM THE SllE. EXOTIC TREES AND SHRIJBS SHALL BE
~~V'~~ ry ~ DDDDD'r"'1 - D arr fUJSR WITH FINISH~. REStJLTlNc9 SlUMPS SHALL BE Ra10VED FRdIM THE D
W ~.I ~ \ ~ IL.I SllE OR TREATED WITH AN APPROVID HERBICIDE. CONl"RACTOR SHALL TREAT
V'::~ r .... ~ _ 0 arr STUMPS HITH c9ARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM
'<. ~ \. (~~ DO LAYER AS PER MAJlU=ACTlJRERS INS~TlONS, AT THE REGOMMENDB? STRENc9TH TO
/ ~ \ '""" ~" PREVENT RE-c9ROWTH. APPLY HERBICIDE IMMEDIA TB.. Y AFTER ~ ARE
\!!:/ ~ ~ ~ arr TO PREVENT SAP FROM SEALINc9 HOUNDS. REMOVE ALL HAlER MATERIALS
~ 0 I ~~/ PRODUc.ED BY' THIS HaRK FROM THE SllE AND DISPOSE OF nEM IN A LE6AL MANNER.
~ /25\' ~- LANDSCAPE SCREEN
~ lV ...... J~~ /21\
~ '" d~._. ~ ~ /105\
130\ ';:;r;K ./~ ~
\ WT / r\. 10' h 10' ~
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LANDSCAPE SCREEN -f-/ 12' \ ~/ 15'Y "-../ 12'
II II ~r~ ~1U.+~ II II ~
\ 12" 10" I /
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FOR HASHINc9TON PALM INSTALLATION.
TRIM 113 OF FRONDS AT TlI"E
OF DIc96INc9 AND PLANTINc9
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FOR C,ABBAeE PALM INSTALLATION.
TRIM ALL OF FRONDS AT TII"E
OF DIS6INc9 AND PLANTli'lS
RETAIN ALL BOOTS ON TRUNK
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11 11i= I ""_, JJmJ I~II RADIUS FROM TRUNK
==111 In. . . ..j ll~ ~ill~ AERA lE EXISTlNc9 SOIL
I 11i== I ~ . . .' )1 -111=1 BACKFILL
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'---- APPLY FERTILIZER TABLETS DURlNc9 PALM
INSTALLATION. P1..ACE TABlETS 8E1"H:EN
TOP AND MIDDLE OF ROOT MASS.
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20 LAYERS 8tJRLAP PAD AT
SUPPORT c.ONTAc.T - NO
NAILS IN TREE HOOD
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SPACE THREE AT 120. TYPICAL
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PAL~1 STAKING AND PLANTING DETAIL
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4- SAUc.ER RIM HITH 3- MJLc.H ON TOP (l+lEN NECESSARY).
SAUc.ER SHALL BE UNIFORM AND NEATLY GONSTRlJC.TED.
CONTRAC.TOR SHALL REMOVE STAKINc9 AND 6lN'1Nc9
MATERIALS AFTER OlE c9ROHINc9 SEASON.
t '\ I1-J;::
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PLANT MATERIAL LIST
,,/
-.....-
-
/ \
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\ 8" / /4\
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.7J-II---
~
, ~
BOTANICAL.. NAME
SPECIFICATIONS
COMMON NAME
II
II
II
-II
---. .
II
II -
II
II
---.--
HASHINeTONIA ROElUSTA
SY AeRlJS ROMANZOFFIANA
PHOENIX RELINATA
HODYETJA B1FURCATA
2l!>
STAGOCRED GT HTS If>', 15', . 12'
STADOCRED OVERALL HTS If>', 15',. 12'
JI'R
SR
PR-
AM
Me
TD
BN
eI
IG
HASHlN6TON PALM
6IEEH PALM
Sl3'IEOAL VA 7E
FOXTAIL PALM
_--.J
11.\
~~
/3\
\1!21
10
I
FLDRIDGE SI'RFBI'
,~~~ ~,~ ~~~1JIJ
0-~Ly ~-[~~~~~; ~)
\\v, L- S' ~0 ;lGL~~
OVERALL HTS 15', '1 51&1 MIN., B . B
12' OVERALL tEl6HT, S1Nel..E
14' HT X '1' 5PD, 4" GAL., 100 eALLON
14' HT X 6' 5PD, 4- GAL. 65 eALLON
Cf
TREE REGUIREMENTS
TREE REMOVALS
PALMS -
OAK-
5
41
'1
15
f>
1'1
Cf
55
MAeNOLIA SRANDIFLORA
T AXODIUM DISTGH..t'I
----_.-1-----
SOtITIERN MA6NOLIA
BALD C~
RIVER BIRCH
LOBLOLLY BAY
VAHOON HOllY
VtVENOER CRAPE Mr'RT1..E
SEA 6RAPE
5AJD COR06RA5S
SYMBOL LEGEND
~'''''.,
. ' ,
. ",.'" . ",-f':\
.... . .\~/\- -
-,'~_. .- >- f)
C ~---..
- .
- jl-
~\-........ ~-.._-
- ~
, - ~-
\ --->
-l-
...;
o X I- = o-
Il. + 13. + 22- + II- +
13. + :56- + 30- + 10-
13- + 20. + :56- + Ie>-
30- + 2e>- = 2<11-
CAMPHOR- 10. + e>- + IoU + 20-
e>- = o/!J-
= 35-
= 15-
TOTAL REPLACEMENT INCHES = 421-
EAST PERIMETER 1'15 LFI35 = 6 TREES
NORTH PERIMETER 310 LF135 = Cf TREES
H3T PERIMETER 327 LFI35 = Cf TREES
SOUTH PERIMETER 365 LFI35 = 10 TREES
INTERIOR 1,2Cf0 SF/l50 SF = Cf TREES
TOTAL TREES REGUIRED 46 TREES
BElULA NleRA
6ORDONIA LASIAN1HJS
ILLEX GASSIJIE
LAeERSTROEMIA IN:>IGA
c.occ.oLOBA W1FERA
5PARTINA BAKERlI
12' HT X 6' 5PD, 2.5- GAL, 30 eAU..ON
10' HT X 5' 5PD, 2.5" GAL, 30 eAU..ON
Cf' HT X 5' 5PD, 2- GAL, 30 eAU..ON
AL TERNA TE LANDSCAPE
(10\ GUANTITY
~ SPECIES
CODE LANDSCAPE
/ 10 \ GUANTITY
\ QV / SPECIES
o
o
o
00 0000 g~o
o .. 00 0
~ 0 0
o 90 00 ~ ~
00 0 ~o 0 'L.. A 0
o 0
'I' HT X 5' SPD, STAN::>ARD, 2- CAL. :50 eAllON
'1' HT X 5' 5PD, STD., 25 c9ALLON
LA
c.u
56
--- 3- MINIMJM MJI....c.H
/SOD
GHESTMJT -
ELM- 5- + 4- + 0-
INTERIOR GREEN SPACE
II~~~
~lJ I>-- TREE BARRIGADE
I \
) '\ I>-- 2" X 2" VERTlC,AL
-=-:.. - _~ ../ - WOOD STAKES (TYP j
TREE BARRICADE
24- HT X 24" 5PD, 3 c9ALLON
12,CfOO SF c9ROSS VEHIc.uL.AR USE AREA X .10 = 1.2<'0 SF
INTERIOR BREEN PROVIDED = 1,300 SF
IEill~ll[.. .. : ... U*U
111=111=11 " ." -::'11=111=
DfF~m~lL~'. - _-~: 11~IUMfujM
I rr~fflJ1ffilli 11*~II1Mjf~~r~lI~
2X -
f- ~-j I
- APPLY FERTILIZER TABLETS DURINc9 PLANT
INSTALLATION. PLACE TABLETS 8ETJIEEN
TOP AND MIDDLE OF ROOT MASS.
- -...
/ '\
\1 ~ \ EXISTING TREE
I TO REMAIN
\. /
'--
6' - f}'
MF
f---~--~----- --.
Me,
131
ICfI
H'fRIGAN1lES fRAI5RNlS 'GOt-PN:-TA' (;()f.pA&T SlI"FSONS STOPPER If>- HT X If>" SPD, 3 eALLON
1-- --1
I I
I I
J
.
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AERA lE EXISTINc9
SOIL BAGKFIU.
421 - 356.5 = 04.5- DEFICIT
CIl"'( l"REE BANK: 64.5- X $4f}.OO = $3PCfo
PROPOSED TREES
MJHI...ENElERBIA GAPILlARI5
TRIPSAaJM FlORIDANA
sc.HEFFI...ERA ARBORICOlA
~A tERIFOl.IA
ZAMIA Fu-tILA
RlJSSELIA EGlJISETJFORMIS
f----
HAL. Y 6RASS
If>- HT X If>" 5PD, 3 eAU..ON
EXISTlNc9 SOIL
n=
1-----
121
4'
DIi'IARF FAKAHATc.HEE 6RASS If>- HT X If>" SPD, 3 c9Al..l.ON
DIi'IARF sae=FI...ERA lRllETTE If>" HT X If>" 5PD, 3 eAU..ON
~INeTON PALM - 2/!J X I-
FOXTAIL PALM - Cf X I.
MA6NOLlA - 5 X 4-
CYPRE55- 41 X 4U
BIRa+-1 X 25-
BAY- 15 X 2.5"
HOLL Y- /!J X 25"
CRAPE MYRTLE- 11 X 2.5u
SEA eRAPE- Cf X 2-
TOTAL INCHES
= 2/!Ju
= Cf-
= 20-
= 104-
= 11.5-
= 31.5-
= 20"
= 425-
= Ie>-
= 350.5"
,--
I
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L _ _
SA
AN
ZP
RE
HT
TV
113
-""0
1
"-
-
V EXISTING TREE
/\" TO BE REMOVED
24" HT X 24- SPD, 3 eAU..ON
12- HT X 12- 5PD, 3 eAU..ON
10" HT X 10" 5PD, I eAU..ON
__ _. '10
EJUSH ALLAMAJDA
COONTJE
FIREGRAc;.KER PLANT
10' FOR PR.OJl:C.TBJ TREE, 20' FOR eRAN:> TREES
. .
40
nnnr.
'; '- \JI.,; ,J
TREE PROTECTION DETAIL
350
o 10 20
~ I
SCALE: 1. - 20'
40
..
SHRUB PLANTING DETAIL
o
z
C>
~
o
I'EDB..IA lRILOBA T A
lRJaB.OSF~HH "V'MlE6A11H"
540
no
/lEDELIA If>" 5PD, MIN. 12 F'PP, I eALLON
VAAJEeATCD MINIMA..JASHltE Ie>" 5PD, MIN If> F'PP, I eAU..ON
ALL EXISTINc9 TREES TO REMAIN SHALL BE BARRICADED AS PER
THE DETAIL. BARRICADES SHALL BE ERECTED BEFORE SllE HaRK
BE6INS AND SHALL REMAIN FOR THE ENTIRE DI.RA TlON OF THE HaRK.
W
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~
500
OUR I G-t N i~ L
CLEARWATER, FLORIDA
SITE CONSTRUCTION PLANS
SECTION 9, TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
LEGAL DESCRIPTION
LOCATION MAP
VICINITY MAP
\
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8
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.
.. G10 ~~.. &.
N
BLOCKS 2 AND 3, J.H. ROUSE "SUBDIVISION OF
HIS LANDS", PLAT BOOK 4, PAGE 9, TOGETHER
WITH RIGHT-OF-WAY VACATED IN OFFICIAL
RECORDS BOOK 8088, PAGE 172, ALSO TOGETHER
WITH ALLEY VACATED IN OFFICIAL RECORDS BOOK
11701, PAGE 1151, ALL OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA.
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REWIRED
EXISnNG PROPOSED
LAND USE DESlGNA nON: CBD CBD
ZONING: 0 0
TOTAL lOT AREA: 2.5868 AC (112,682 SF) 2.5868 AC (112,682 SF)
DWEllING UNITS: 3 60
PRESENT USE RES/COMMERCIAL RESlDENnAL
IMPERVIOUS SURFACE RAno 0.225 0.716
BUILDING HEIGHT: UNKNOWN 40FT
TABLE
IMPERVIOUS SURFACE: TOTAL (SF): 25.305 SF 80.714 SF
BUILDING (SF): 8.400 SF 52,989 SF
VEHICULAR USE AREA (SF): 16.355 SF 15.664 SF
SIDEWALK (SF): 550 SF 12,061 SF
OPEN SPACE: (SF): 87.3n SF 31.968 SF
CBD
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10.000 SF (MIN)
DRAWING INDEX
WARNING
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SOUTHPORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
PHONE: (727) 669-3660 FAX: (727) 669-4233
TITLE
COVER SHEET
DEMOLITION PLAN
HORIZONTAL CONTROL PLAN
TRAFFIC DIRECTION PLAN
PRELIMINARY PLAT
PAVING, GRADING & DRAINAGE PLAN
WATER & SEWER PLAN
BEST MANAGEMENT PRACTICES PLAN
PAVING, GRADING & DRAINAGE DETAILS
PAVING, GRADING & DRAINAGE DETAILS
WATER & SEWER DETAILS
WATER & SEWER DETAILS
CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL"
1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS
SITE PLAN APPROVED
CASE # Pi S zoot(-! Zt:?b'Y
CASE TYPE
ORe DATE (?f~ Z7' C? 5
COB DATE
SIGNATURE ~
DATE nc.(. Z'7. ~
0.95 (MAX)
40 FT (MAX)
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FRONT (N):
FRONT (W):
FRONT (S):
FRONT (E):
BLDG. PARKING BlDG. PARKING
OFT OFT 10 FT NA o FT (MIN)
14 FT NA 5FT NA o FT (MIN)
1FT OFT 10 FT NA o FT (MIN)
OFT OFT 5FT NA o FT (MIN)
PARKING:
60 UNITS
64 INa.uDES 4 HC (C(N)()) 24 (TOWN HOMES) 1.5 SPACES PER UNIT
88 TOTAL 90 SPACES
flOOD ZONE
PRO.ECT UES W1lHIN flOOD ZONE X AS DELlNEAlED IN FEMA flOOD INSURANCE RA 1E MAP.
COMMUNITY PANEL NUMBER 1210JC0106G. INDEX DATED 5EPlEMBER 3. 2003.
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT Blvd., Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
APR 1 5 2005
. .
~ P. . No. 3'6093 :
. 04-078
DATe 12-21-04
ORIGINAL
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PREPARED FOR:
SHEET DESCRIPTION:
1THESE PLANS MAY NOT BE COPIED OR
WOOIFlEO 'MTHOUT WRITTEN PERMISSION
FROM GULf COAST CONSULTING, INC,
Gulf Coast Consulting, Ine"
Land Development Consulting
13825 ICOT BLVD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
GARDEN TRAIL
DEMOLITION PLAN
SOUTH PORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
RICHARD O. HARRIS J6093
NOT VAUO UNLESS SIGNED .t EMBOSSED
BY A REGISTERED ENGINEER
GULF COAST CONSULTING, INC.
CERllACATE OF AUTHORIZAllON No. en4
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TREES TO BE REMOVED
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DEMOLITION NOTES
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1.) ALL EXISTING PAVEMENT PARKING ISLANDS AND
CURBING TO BE DEMOLISHED AS DELINEATED AND
REMOVED FROM SITE IN ACCORDANCE WITH
ACCEPTED CONSTRUCTION PRACTICE.
2.) ALL UNUSED DRIVE APRONS AND/OR PARKING
SURFACES ARE TO BE REMOVED IN ITS ENTIRETY.
BY THE CONTRACTOR, AT THE APPLICANT'S
EXPENSE. THE RIGHT-OF-WAY(S) ARE TO BE
RESTORED WITH NEW SIDEWALK AND SOD AS
REQUIRED,
3,) BRING ALL SUBSTANDARD SIDEWALKS AND
SIDWALK RAMPS ADJACENT TO OR A PART OF
PROJECT UP TO STANDARD, INCLUDING A.D,A.
(TRUNCATED DOMES PER D.O.T. INDEX # 304.)
THE
4.) ON-SITE DISPOSAL OF CONSTRUCTION AND
DEMOLITION DEBRIS MAY OCCUR ONLY AFTER
WRITTEN APPROVAL HAS BEEN GIVEN IN ADVANCE
BY THE PROJECT DESIGN ENGINEER, THE
PROPERTY OWNER, THE CITY, THE SWFWMD
PERMITTING DEPARTMENT, AND BY FDEP, IF
NECESSARY. OFF-SITE DISPOSAL OF SUCH
DEBRIS MUST OCCUR IN SOLID WASTE DISPOSAL
FACILITIES APPROVED BY FDEP AND THE COUNTY.
5.) EXISTING OVERHEAD LINES WITHIN SITE ARE TO
BE REMOVED. ALL UTILlTES WILL BE
UNDERGROUND,
L\ 1oI~ 1
2005
NO
'- ,.'
JOB NO
04-076 2
fB &PG
SHT
DATE' 1 1
RE\1SrONS Arp'D 12/21/04
BY or
ORIGINAL
DATE
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FROM GULF COAST CONSUL TlNG. INC.
RICHARD D. HARRIS 3llOI3
NOT VALlO UNlESS SIGNED a: EU80SSED
BY A REGIS1ERED ENGINEER
GUlF COAST CONSULTING. tNe.
CER1FlCA.1E Of AU1HORIZA. TlON No. 9n4
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LEGAL DESCRIPTION:
BLOCKS 2 AND 3, J.H. ROUSE "SUBDIVISION OF HIS
LANDS", PLAT BOOK 4, PAGE 9, TOGETHER WITH
RIGHT-OF-WAY VACATED IN OFFICIAL RECORDS BOOK
8088, PAGE 172, ALSO TOGETHER WITH ALLEY VACATED
IN OFFICIAL RECORDS BOOK 11701, PAGE 1151, ALL OF
THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
NOTE:
1.) FINAL PLAT SHALL BE RECORDED WITH PINELLAS
COUNTY PRIOR TO THE ISSUANCE OF A BUILDING
PERMIT.
2.) TOWNHOMES TO BE FEE SIMPLE.
lOB NO.
05 04-076
4
FB. 8< PG.
SHT
DATE: 1 1
APP'D 12/21 /04
BY OF
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1 04-15-05 REV PER CITY OF CLEARWATER COMMENTS
NO.
DATE
REVISIONS
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GENERAL NOTES
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM CONSTRUCTION
AND DESIGN STANDARDS FOR THE CITY OF CLEARWATER.
2. ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK AG0581 "HARRIS
J" HAVING AN ELEVATION OF 30.52 NORTH AMERICAN VERTICAL DATUM, 1988.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS
AND IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION
OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING
UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER OF RECORD
AT (727)524-1818 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY
CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITH FACILITIES IN THE
AREA OF nliE PROJECT PRIOR TO BEGINNING CONSTRUCTION.
6. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO
COMMENCING WORK WITHIN THEIR JURISDICTION(S).
7. FLORIDA STATUTE 553.851 (1979) REQUIRES A MINIMUM OF 2 DAYS AND A MAXIMUM
OF 5 DAYS NOTICE BEFORE EXCAVATION. CALL "SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC." 1-800-282-8881.
8. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE
AND SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING
CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PENALTIES/FINES LEVIED DUE TO
WORK THAT IS NOT IN ACCORDANCE WITH PERMIT CONDITIONS.
10. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH
SAFETY ACT (FLORIDA STATUTES, SECTION 553.60 ET. SEQ.) AND THE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATIVE EXCAVATION SAFETY STANDARDS (29 C.F.R.
SECTION 1926.650, SUBPART P) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION,
AND MAINTENANCE PURSUANT TO THIS PERMIT.
11. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES
WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS
PROVIDED BY ORDINANCE #91-17, AND CHAPTERS 40D-4 AND 400-40, F.A.C. INITIATION
OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C. CAN RESULT
IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING
WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE.
12. SPOT ELEVATIONS REFER TO PAVEMENT ELEVATION, NOT TOP OF CURB ELEVATION,
UNLESS SPECIFIED OTHERWISE.
13. ALL CONSTRUCTION MUST CONFORM TO A.D.A. REQUIREMENTS AT CURBS, GUTTERS,
SIDEWALKS, INTERSECTIONS, ETC.
14. SAW CUT EXISTING PAVEMENT FOR ROAD CONNECTION.
15. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%).
16. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE THE ROADWAY BASE
AND SURFACE ARE CONSTRUCTED.
17. ALL CONCRETE UNLESS OTHERWISE NOTED ON THE DRAWINGS SHALL BE 3,000 PSI
MINIMUM.
18. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF VALVE BOX COVERS,
MANHOLE RIMS AND COVERS, INLET GRATES, ETC., NECESSARY TO MATCH FINAL
GRADES AS SHOWN ON THE DRAWINGS.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE FROM CENTER OF FITTINGS AND
lOR STRUCTURES.
20. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, LAKES AND
WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR
OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING
SURFACE WATER QUALITY.
21. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES
AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED.
22. ALL DISTURBED UNPAVED AREAS & AREAS NOT TO BE COVERED BY PERMANENT
STRUCTURES NOT SPECIFICALLY CALLED OUT ON THE PLANS TO BE SODDED OR
LANDSCAPED SHALL BE GRASSED AND MULCHED.
23. NO OPEN CUT UTILITY INSTALLATIONS WILL OCCUR ON EXISTING ROADS, UNLESS
OTHERWISE SPECIFIED.
24. GARBAGE COLLECTION SHALL BE BY MEANS OF DUMPSTER.
25. SITE LIGHTING SHALL BE DIRECTED INWARDLY TOWARD SITE.
26. ALL UTILITIES ON SITE AND WITHIN THE RIGHT-OF-WAY ARE TO BE PLACED
UNDERGROUND BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.
27. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF
SUCH FACILITIES. THE POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED
SIDEWALK AND/OR DRIVE APRON(S) INSTALLATION WITHIN THE RIGHT-OF-WAYS
OF THE ADJACENT STREETS. THE CITY REQUIRES A 2-FT HORIZONTAL
CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION.
EXISTING OVERHEAD LINES WITHIN SITE ARE TO BE REMOVED. ALL UTILITIES
WILL BE UNDERGROUND.
THE CONTRACTOR SHALL PROVIDE THE ENGINEER SIX (6) SETS OF AS-BUlL TS
THA T ARE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF FLORIDA.
THE CONTRACTOR SHALL OBTAIN A SEPARATE RIGHT-OF-WAY PERMIT WHICH WILL BE
REQUIRED FOR ALL WORK WITHIN THE RIGHT-OF-WAY OF ANY OF THE ADJACENT
STREET(S) THAT ARE ASSIGNED TO THE CITY. CONTACT STEVE DOHERTY (727)
562-4773 IN ROOM #220 AT THE MSB (MUNICIPAL SERVICES BUILDING).
DEVELOPMENT RIGHT-OF-WAY IMPACT FEES PER ORDINANCE NUMBER 5969-96
(SECTION 1.3.E). [PUBLIC UTILITY CONNECTION - $100.00. (NO PAVEMENT CUT;
FEE PER EACH UTILITY INVOLVED AND PER EACH CONNECTION.)] [PUBLIC UTILITY
CONNECTION - $200.00. (PAVEMENT CUT; FEE PER EACH UTILITY INVOLVED AND
PER EACH CONNECTION.)] SEE STEVE DOHERTY (727)562-4773 IN ROOM #220 AT
THE MSB (MUNICIPAL SERVICES BUILDING).
ROOF DRAINS FROM BUILDINGS 1, 2 & 3 SHALL BE DIRECTED INWARDLY TOWARD
STREET STORM DRAINAGE SYSTEM. ROOF DRAINS FROM BUILDINGS 4, 5 & 6
SHALL BE DIRECTED TOWARDS PONDS.
WHERE EROSION MAY OCCUR FROM ROOF DOWN SPOUTS, ADEQUATE ENERGY
DISSIPATORS SHALL BE INSTALLED.
REINFORCED CONCRETE PIPE (RCP) SHALL BE A MINIMUM OF CLASS 1\1 PIPE
AS DESIGNATED IN ASTM C- 76.
GRATE INLETS WITHIN THE ROADWAY MUST MEET THE LOAD REQUIREMENTS OF A
FIRE TRUCK (80,000 LBS) AND BE AN HS-20 DESIGN.
TRANSPORTATION IMPACT FEES TO BE DETERMINED AND PAID PRIOR TO C.O..
INTERLOCKING CONCRETE BLOCK PAVERS SHALL BE INSTALLED PER CITY OF
CLEARWATER DETAILS AND STANDARDS. SEE DETAIL SHEET.
PAVERS IN CIRCLE OF DRIVEWAY MUST NOT BE ELEVATED ABOVE THE SURROUNDING
ROADWAY FOR FIRE VEHICLE ACCESS.
ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN
THEIR ENTIRETY BY THE CONTRACTOR. THE RIGHT-OF-WAY(S) ARE TO BE RESTORED
WITH NEW SIDEWALK, CURB AND/OR SOD AS REQUIRED.
PER THE CITY OF CLEARWATER, ALL ROUND REINFORCED CONCRETE PIPE JOINTS
UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY AND
OUTFALL SYSTEM, SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR EQUAL.
FABRIC TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON PIPE.
BRING ALL SUBSTANDARD SIDEWALKS AND SIDEWALK RAMPS ADJACENT TO OR A
PART OF THE PROJECT UP TO STANDARD, INCLUDING A.D.A. (TRUNCATED DOMES PER
D.O.T. INDEX #304).
ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED.
I
I
REMOVE EXISTING CURB AND
REPLACE WITH 80 LF OF
VALLEY GUTTER CURB
(INDEX # 108)
o
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15 30
I ~
SCALE: 1-=30'
DRY POND A
TOB = 31.0
DLW = 30.37
IM~UV.-- J6.00
E. IE=27.25
S. IE=27.28
W. IE=27.31
60
I
MANHOLE RIM ELEV. = 31.56
N. IE=17.32
S. IE=17.36
SW. IE=21.81-
DRY POND B
TOB = 31.0
DLW = 30.37
BOT = 29.5
31.56
(TYP)
=- - - - w_----==-
TREE LEGEND
GRA TE AT FLOW LINE
MANHOLE RIM ELEV.=31.11 ELEV.=30.42
N. IE=27.49 S. IE=28.19
NE. IE=27.49
SE. IE=27.49
SW. IE=27.75
W. IE=27.29
12' @J = 12" OAK TREE
12' @ = 12" WILLOW TREE
12' ~ = 12" MULBERRY TREE
12' ~ = 12" PALM TREE
12' ~ = 12" BAY TREE
12' <# = 12" MAGNOLIA TREE
12' <) - 2" CITRUS TREE
12' ~ = 12" EUCAL yprus TREE
12' . = 12" SYCAMORE TREE
12' . = 12" PINE TREE
12' .. = 12" CEOAR
12' <1 = 12" ELM TREE
12' ~ = 12" MAPLE TREE
12' ~ = 12" WAX MYRTLE TREE
12' ~ = 12" OTHER SPECIES
12' <1 = 12" CYPRESS TREE
12' ~ = 12" PECAN TREE
12' @= 12" BOTTLE BRUSH TREE
12' @= 12" CAMPHOR TREE
12" @= 12" ClllNABERRY TREE
12" ~ = 12" PERSIMMON TREE
GRA TE AT FLOW LINE
ELEV.=30.34
NO ACCESS
I
IMANHOLE RIM ELEV. = 31.29/
3: N. IE=17.54
IS. IE=17.57 /
SW. IE=28.48
I
~APPROX. LOCATION
([J OF EX 6" WM
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LEGEND
J!Z TREE TO BE REMOVED
+31.2 EXlS11NG SPOT ELEVA 11 ON
~()
P PROPOSED SPOT ELEVA 11 ON
I EXlS11NG STORM INLET c!c PIPE
II PROPOSED GRA 1E INLET
FF = 32.00 FINISHED flOOR ELEVA 11 ON
--- POND BOTTOM
-.-.- POND TOB
----- STAKED SILT SCREEN
-./'\.r" OVERLAND flOW DIREC110N
0.82% PAVEMENT SLOPE
.
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3:
STORM STRUCTURE CHART
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36" HIGH FENCE
W/GATE (TYP) AT
EACH TOWNHOUSE
WALKWA Y
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EST
Existing Curb Inlet
Grate EL = 30.54
IE = 28.21
ST-5
FDOT Type "E" Grate Inlet
Grate EL = 31.22
IE = 26.54 (N & SW)
= 28.19 (SE)
= 27.54 (E)
I
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ST-I
Outfall Control Structure
FOOT Modified Type "0" Grate
Inlet
(See Detail)
MH RIM=31.91
N. IE=28.06
28.
29.
..
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ll.
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m
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iri 37.
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-
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ST-5A
FOOT Type "C" Grate Inlet
Grate EL = 31.30
IE = 28.30 (NW)
ST-2
FOOT Type "0" Grate Inlet
Grate EL = 30.00
IE = 26.26 (NE)
ST-3
FOOT Type "E" Grate Inlet
Grate EL = 31.42
IE = 26.30 (S & SW)
= 26.80 (SE)
I
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ST~
FOOT Type "E" Grate Inlet
Grate EL = 31.22
IE = 26.69 (NE)
=27.19(S)
= 27.69 (E)
DRY POND C
TOB = 31.0
DLW = 30.37
BOT = 30.0
L__
ST-7
FOOT Type "E" Grate Inlet
Grate EL = 31.1 0
IE = 27.43 (NE & N)
ST-8
FOOT Type "0" Grate Inlet
Grate EL = 30.00
IE = 27.48
w.v. M4
T.5.".. w.v. M4
GRA TE ELEV.'=29.60
S. 1s.=27.49
x 31.0212 Y.C.P.
31.
31.
1.12
a"Y.c.p.
ST-4
FOOT Type "0" Grate Inlet
Grate EL = 29.50
IE = 26.86
x 32.18 x31.8i 31.71 x 31.69
x .14
30.88
x 31.48
x 31.66
29.78
31.47
31.14
.T.P.
F.H. .....
!BIll
MANHOLE RIM ELEV. = 29.94
- - E. IE=26.76
W. IE=26.82
Ud.L
!BIll !BIll
MANHOLE RIM ELEV. = 30.57
r\[ IE=25.65
E. IE=25.60
W. IE=25.66
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12" Trench Drain
Grate EL = 3 1.50
IE = 27.74 (W)
T8M MANHOLE RIM ELEV. =
30.72
N. IE=19.00
E. IE=19.16
S. IE=19.09
W. IE=25.84 8" V.C.P.
W. IE=19.33 10" V.C.P.
W. IE=22.82 10" V.C.P.
GRA TE ELEV. 29.49
N. I -26.89
S. 1 =26.85
TD-2
12" Trench Orain
Grate EL = 31.50
IE = 27.89 (W)
REMOVE EXISTING CURB AND
REPLACE WITH 80 LF OF
VALLEY GUTTER CURB
(INDEX # 108)
SIDEWALK IS CONTINUOUS
ACROSS DRIVEWAY (TYP)
CONDENSING UNITS lOCATED
IN RECESSED AREA
ARE ON STILT SUPPORTS
(TYP)
STORM SEWER CHART
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From
Structure No.
To
Structure No.
Description
EST
ST-2
ST-3
ST-3
ST-5
ST-5
ST-6
ST-7
TO-l
TO-2
ST-l
ST-3
ST-4
ST-5
ST -5A
ST-6
ST-7
ST-8
ST-5
ST-6
58 LF 15" RCP @ 0.20%
22 LF 24" RCP @ 0.20%
28 LF 18" RCP@0.20%
122 LF 24" RCP@0.20%
57 LF 18" RCP@0.20%
74 LF 24" RCP @ 0.20%
122 LF 18" RCP@ 0.20%
25 LF 18" RCP@0.20%
14 LF 12" RCP @ 1.43%
14 LF 12" RCP @ 1.43%
I
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\
\
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\
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SHEET OESCRIPTION:
THESE PLANS MAY NOT BE COPIED OR
MOOAED Vt1THOUT _TlEN PERMISSION
FRON GULF COAST CONSUL nNG, INe.
PREPAREO FOR:
JOB NO.
04-076 5
F.8. &; PG.
SlIT.
DATE, 1 1
APP'D 12/21/04
BY OF
"" L
Gulf Coast Consulting, Inc.
Land Development Consulting
GARDEN TRAIL
PAVING GRADING & DRAINAGE PLAN
SOUTHPORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
13825 ICOT BL YD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
RlQtAAD O. HARRIS Je083
NOT VALID UNLESS SIGNED .t EMBOSSED
BY A REGISTERED ENGINEER
GULF COAST CXNiULllNG, INC.
CER1lFlCA1E OF AU1HORIZA1lON No. en4
1 04-15-05 REV PER CITY OF CLEARWA
NO. DATE
REVISIONS
GENERAL NOTES
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1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM CONSTRUCTION
AND DESIGN STANDARDS FOR THE CITY OF CLEARWATER.
2. ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK AG0581 "HARRIS
J" HAVING AN ELEVATION OF 30.52 NORTH AMERICAN VERTICAL DATUM, 1988.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS
AND IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION
OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING
UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER OF RECORD
AT (727)524-1818 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY
CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITH FACILITIES IN THE
AREA OF THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.
6. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO
COMMENCING WORK WITHIN THEIR JURISDICTlON(S).
7. FLORIDA STATUTE 553.851 (1979) REQUIRES A MINIMUM OF 2 DAYS AND A MAXIMUM
OF 5 DAYS NOTICE BEFORE EXCAVATION. CALL "SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC." 1-800-282-8881.
8. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE
AND SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING
CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PENALTIES/FINES LEVIED DUE TO
WORK THAT IS NOT IN ACCORDANCE WITH PERMIT CONDITIONS.
10. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH
SAFETY ACT (FLORIDA STATUTES, SECTION 553.60 ET. SEQ.) AND THE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATIVE EXCAVATION SAFETY STANDARDS (29 C.F.R.
SECTION 1926.650, SUBPART P) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION,
AND MAINTENANCE PURSUANT TO THIS PERMIT.
11. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (100%).
12. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF VALVE BOX COVERS,
MANHOLE RIMS AND COVERS, INLET GRATES, ETC., NECESSARY TO MATCH FINAL
GRADES AS SHOWN ON THE DRAWINGS.
13. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE FROM CENTER OF FITTINGS AND
lOR STRUCTURES.
14. CONFLICTS BETWEEN WATER AND STORM SEWER ARE TO BE RESOLVED BY
ADJUSTING WATER LINES AS NECESSARY UPON APPROVAL BY THE OWNER'S
ENGINEER.
15. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, LAKES AND
WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR
OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING
SURFACE WATER QUALITY.
16. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES
AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED.
17. ALL DISTURBED UNPAVED AREAS & AREAS NOT TO BE COVERED BY PERMANENT
STRUCTURES NOT SPECIFICALLY CALLED OUT ON THE PLANS TO BE SODDED OR
LANDSCAPED SHALL BE GRASSED AND MULCHED.
18. NO OPEN CUT UTILITY INSTALLATIONS WILL OCCUR ON EXISTING ROADS, UNLESS
OTHERWISE SPECIFIED,
19. GARBAGE COLLECTION SHALL BE BY MEANS OF DUMPSTER.
20. SITE LIGHTING SHALL BE DIRECTED INWARDLY TOWARD SITE.
21. ALL UTILITIES ON SITE AND WITHIN THE RIGHT-OF-WAY ARE TO BE PLACED
UNDERGROUND BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.
22. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF
SUCH FACILITIES. THE POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED
SIDEWALK AND/OR DRIVE APRON(S) INSTALLATION WITHIN THE RIGHT-OF-WAYS
OF THE ADJACENT STREETS. THE CITY REQUIRES A 2-FT HORIZONTAL
CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION.
23. EXISTING OVERHEAD LINES WITHIN SITE ARE TO BE REMOVED. ALL UTILITIES
WILL BE UNDERGROUND.
24. THE CONTRACTOR SHALL PROVIDE THE ENGINEER SIX (6) SETS OF AS-BUlL TS
THA T ARE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF FLORIDA.
25. THE CONTRACTOR SHALL OBTAIN A SEPARATE RIGHT-OF-WAY PERMIT WHICH WILL BE
REQUIRED FOR ALL WORK WITHIN THE RIGHT-OF-WAY OF ANY OF THE ADJACENT
STREET(S) THAT ARE ASSIGNED TO THE CITY. CONTACT STEVE DOHERTY (727)
562-4773 IN ROOM #220 AT THE MSB (MUNICIPAL SERVICES BUILDING).
26. DEVELOPMENT RIGHT-OF-WAY IMPACT FEES PER ORDINANCE NUMBER 5969-96
(SECTION 1.3.E). [PUBLIC UTILITY CONNECTION - $100.00. (NO PAVEMENT CUT;
FEE PER EACH UTILITY INVOLVED AND PER EACH CONNECTION.)] [PUBLIC UTILITY
CONNECTION - $200.00. (PAVEMENT CUT; FEE PER EACH UTILITY INVOLVED AND
PER EACH CONNECTION.)] SEE STEVE DOHERTY (727)562-4773 IN ROOM #220 AT
THE MSB (MUNICIPAL SERVICES BUILDING).
27. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED,
THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
CONSTRUCTION AS PER NFPA 241.
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DESIGNED
Gulf Coast Consulting, Inc.
Land Development Consulting
DRAWN
13825 fCOT BL YD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
CHECKED
Q.c.
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BOTTOM OF PIPE = 27.24
BOTTOM OF PIPE = 27.05
3.35'
6J 8- PVC SANITARY ~
2.35'
6) 8- PVC SANITARY ~
TOP OF PIPE = 24.89
TOP OF PIPE = 23.70
~~OSSING DETAIL EB
~~OSSING DETAIL ffi
GRA TE AT FLOW LINE
ELEV. 30.56 MANHOLE RIM ELEV. = 31.70
SW. I =28.79 E. IE=27.25
I ) S. IE=27.28
W. IE 27.31_____..
GRATE AT FLOW LINE - '" ~ -"""'-
MANHOLE ~IM-ELEV.=31.11 ELEV.~30.42 ~w.v. ~I>o-{ ~ rum \
N. IE=27.49 S. IE-28.19---.-... ,1 G
NE. IE=27.49 , 7!.
SE. IE=27.49 ------. l::!f/..:s MANHOLE RIM ELEV. 31.45
SW. IE=27.75 12" CLA01.U r -N. IE=27.26 - --
W. IE=27.29: _, -:./ S. IE=27.28 6 GVj
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-- Ij 7 7~rT'"
GRATE AT FLOW L1NE/ '-' I'" ./
ELEV.=30.34 I I 0 "- r'OATI:=,;" 1:'1 "'" I~
NO ACCESS F.. ELEV.=3~.54 .T
I NL Al;l;1 SS
6- TAPPING r-
VALVE & SLEE/VIT
INSTALL BY '/
OPEN-CUT
SAMPLE / I
POINT f' / /
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EXISTING 6- WM
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W/GATE (TYP) AT
EACH TOWNHOUSE
WALKWA Y
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POINT -~ 1/ .... " \. -'~~'
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VALVE & SLEEVE I" ELDRI)GE
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APPROX LOCATION
EXISTING 6" WM
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MANHOLE RIM ELEV. = 29.94
- - E. IE=26.76
W. IE=26.82
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PREPARED FOR:
SHEET DESCRIPTION:
SOUTHPORT FINANCIAL SERVICES,
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
INC.
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2.1'
fi:t 8- PVC SANITARY ~
BOTTOM OF PIPE = 27.46
TOP OF PIPE = 25.36
~~OSSING DETAIL EB
APPROX LOCATION
EXISTING 4- WM
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1.0'
6) 8- PVC SANITARY ~
TOP OF PIPE = 25.41
~~OSSING DETAIL ffi
MANHOLE RIM ELEV. = 31.56
N. IE=17.32
S. IE=17.36
SW. IE=21.81
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WATER & SEWER PLAN
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tHESE PlANS MAY NOT BE COPIED OR
W1OD1AED WITHOUT WRITTEN PERMlSSIQ\I
FROM GULF COAST CONSUL llNG. INe.
RICHARD D. HNlRlS JIOI3
NOT VAUD UNlESS SIGNED .t EMBOSSED
BY A REGIS1ERED ENGINEER
GULF COAST CONSUI..1WG, INC.
CER1FICAlE a: AUlHORIZA1Ia. No. un4
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IMANHOLE RIM ELEV. = 31.29/
~ N. IE=17.54
IS. IE=17.57 /
SW. IE=28.48
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~APPROX. LOCATION
f./J OF EX 6" WM
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BOTTOM OF PIPE = 26.26
TOP OF PIPE = 25.84
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EXISllNG SEWER UNE
PROPOSED SEWER UNE wi DIRECTION
PROPOSED SEWER SERVICE
EXlSllNG WATER MAIN
PROPOSED WATER MAIN WI GAlE VALVE
PROPOSED FIRE HYDRANT ASSEMBLY (FHA)
PROPOSED WATER SERVICE
PROPOSED FIRE DEPT. CONNECTION
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B.Y.C.P. OPEN CUT - j ~ S. 11i-vl~:49
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~NJjOLE RIM ELEV. = 30.5?.. _ \. 6 ) <.i.... S \ . F.H,
N. IE=25.65 GRATE ELEVJ29.49.::>': TBM MANHOLE RIM ELEV. =
E. IE=25.60 N. IFI=26.89 ~ 30.72
W. IE=25.66 S. II =26.85 N. IE=19.00
E. IE=19.16
S. IE=19.09
W. IE=25.84 8" V.C.P.
W. IE=19.33 10" V.C.P.
W. IE=22.82 10" V.C.P.
CONNECT TO EXISTING MH
ESS-1 0 NW IE = 22.99
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SANITARY SEWER MANHOLE CHART
~ EXIST SANITARY MANHOLE
SEE PLAN SE CORNER
~ SANITARY MANHOLE
RIM EL = 31.10
INV EL 23.11 (SE)
INV EL 23.21 (W)
~
SANITARY MANHOLE
RIM EL = 31.25
INV EL 24.07 (E)
INV EL = 24.17 (N)
~ SANITARY MANHOLE
RIM EL = 31.82
INV EL 24.90 (S)
INV EL 25.00 (NE)
~
SANITARY MANHOLE
RIM EL = 31.50
INV EL - 25.17 (SW)
INV EL = 25.27 (N)
~ SANITARY MANHOLE
RIM EL = 31.73
INV EL = 25.54 (S)
SANITARY SEWER PIPE CHART
From
Structure No.
ESS-1
SS-1
SS-2
SS-3
SS-4
NO.
DATE
To
Structure No.
Description
SS-1
SS-2
SS-3
SS-4
SS-5
30 LF - 8" pve @ 0.40%
216 LF - 8" pve @ 0.40%
183 LF - 8" pve @ 0.40%
42 LF 8" pve @ 0.40%
67 LF - 8" pve @ 0.40%
JOB NO.
04-076
6
11
F.B. & PG.
SHT.
DATE:
REVISIONS
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DESIGNED
DRAWN
CHECKED
Q.C.
SITE PREPARATION NOTES
SITE STRIPPING - REMOVE ALL TOPSOIL VEGETATION, ROOTS AND ORGANIC DEPOSITS
PRIOR TO FILLING OR EXCAVATING ACTIVITIES.
PROOFROLLlNG WITH A VIBRATORY ROLLER WITH MIN STATIC WEIGHT OF 10 TONS IS TO BE
PERFORMED PRIOR TO ANY FILL PLACEMENT OR EXCAVATION ACTIVITIES.
STRUCTURAL FILL - IS TO BE CLEAN FINE SAND CONTAINING LESS THAN 10% FINES
PASSING A 11200 SIEVES FILL TO BE PLACED IN LIFTS NOT TO EXCEED 12" THICK.
-EI.QW
SEDIMENT TRAP
ALTERNATE RECOMMENDED
TOE -IN TOE -IN
XISTlNG GRADE
SECTION
I FLOW! FLOWI
3"'I~I~~
f1.Ati I DOWNSLOPE
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE
STRAWBALE SILT BARRIER
1YPE HI OR 1YPE PI
SLT FENCE
S/W
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T'yp e '" '" '"
Silt Fence Protection
TYPICAL POND SECTION
N.T.S.
--..-..-.....-
~
FLOW
ANCHOR BALES WITH 2 - 2"x 4"
STAKES PER BALE
FICllfE 3
N.T.S.
PROTECTION AROUND INLET
FICllfE 5
NOTE:
SODDING / SEED AND MULCH - 2' SOD SlRIPS
SHAlL BE' USED ALONG AlL PAVEMENT EDGES,
BACK OF CURBS, EDGE OF SIDEWALKS. AND ALL
SLOPES GREA 1ER lHAN 4: 1. SEED AND MULCH
ALL OlHER AREAS DISTRUBED BY CONSTRUCTlON.
PREASSEMBLED SILT FENCE
SOD SWALE 2' MIN BEYOND TOP OF SWALE SLOPE
EROSION AND SOIL CONTROL
A. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING
CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED
HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED
AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS.
4: 1 (MAX)
B. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS,
PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS,
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT INTO
WA TERS OF THE STATE OR NEIGHBORING PROPERTIES SHALL
BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE
BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE
LAND AL TERA TlON PROCESS.
C. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES
SHALL BE CHECKED REGULARL Y, ESPECIALL Y AFTER EACH RAINFALL
AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED.
D. AMOCO PROP EX SEDIMENT CONTROL FABRIC MAY BE SUBSTITUTED
FOR HAYBALES WITH APPROVAL BY THE ENGINEER.
VARIES
~
VARIES
4: 1 (MAX)
. . . . . . . . . . . . . . . . . . . . . . . . . .
~.
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. . . . . . . . . . . . . .. ...........
.
2' SOD (MIN)
5' SIDEWALK (TYP)
2' SOD (MIN)
BACK OF CURB
N.TS.
TYPICAL SWALE SECTlOtf
1YPE . OR 1YPE PI SIlT FENCE
PR01ECTlON AAOUNll DITCH IlOTTOU INIDS
DO NOT DEPLOI' IN A MANNER THAT SLT FENCES WlU. /ICT IS A !WI ACROSS PERMANENT FLOWING
WATERCOURSES. SIlT FENCES NIlE. 10 lIE USED AT UPI.ANO LOCAllONS NKJ ~ IWlRIERS
USED AT PERMNtENT IIOllES Of' WAtER.
SILT FENCE APPLICATIONS
1YPE PI SLT FENCE
SLT FlOW
~
SIlT FlOW
---....---
1YPE .. SILT FENCE
IlOl[; SI.J IIoWIERS Rlll fUlIINll 5lRDIIS ItG 1DII. CIfDlS IMY lIE EIlIEIl FIOOIG. FOlCf. OR
SWCED 1'IPB OR 1ft( COIBWDlS Of 1'IPB lIloQ' 111. sur SllE COIIlIlIOIlS "., IIEET ERllSOI
catl1IIOL All) IIQER QUMJIY RBII&IIEJII'S, M 8IiRRIEIl1'lPE(S) 111. lIE AT M CllIIlIII\CRlR' CPIIllN
UIUSS ODBIISE SPB:HD ..lIE PIMS.
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SCALEa 1'=50'
N.T.S.
SILT SCREEN BARRIER DETAIL
F.D.O.T. INDEX NO. 102
POST '0PIl0NS: 2" x .." OR
2 1/2 11M. IlIA. WOOD;
STttL 1.33 LBS/FT. \IN.)
8' lWl.
~T
l!5 15" 10 1
~~~
./. SEe. ll85 FOOT SPEC.)
...
8":f T
12" ..... ..J
ElEVATION
36" HIGH FENCE
W/GATE (TYP) AT
EACH TOWNHOUSE
WALKWAY
SECTlON
TYPE III SILT FENCE
N.T.S.
POST (0PIl0NS: .." x .." OR
3" ..... IlIA. WOOD;
SJm. 1.33 LBS/FT. WIN.)
POULTR'/' WEliH (20 GA. \IN.).......
OR 1YPE A FENCE FAIlRlC .......
(INDEX NO. 452 I: SEC. lI88
FooT SPEC.
1 O' IiIAX.
IT
2"-10"
tIS
~ FILlER FAIlRlC (IN
CONI'ORIoWICE WITH
SEe. lI85 FOOT SPEC.)
in
T
8"
'f ..J
18" WIN ELEVATlON
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SECTlON
FICllfE 1
N.T.S.
TYPE IV SILT FENCE
PREPARED FOR:
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BLVD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727)524-6090
FICllfE 2
SEEDING RATES (Lbs/Ac) FOR
NEW SHOULDERS AND SLOPES.
TYPE or SEED
Feb. Dee.
to to
Dee. Fib.
PERMANENT GRASS
UnhulIed &.mucIa
20
20
IIaIlIa ArvIntN Or P8IIMICOIo 80 80
QUICK ClROWlQ
Brown Top WIIR 20
Annual R)e Gr.- 20
10TAl POUNDS PER AallE 120 120
Note:
1he 8MdIng rat.. ......... In till. table apply only
...... _ Ie ......... by on ............ mechanical
lIpr'8Oder meethg the requlrwnenta of SectIon
570 and 5n of 111. Staldard SpecIfIcatIon..
*See ncIa ..... 1115 far zone ItcIuncIcIr'- WId
8MdIng rat.. far ..ouIcIer rwG1dng.
SODDING & SEEDING APPLICATION
N.T.S.
FICllfE 4
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SHEET DESCRIPTION:
GARDEN TRAIL
SOUTHPORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
BEST MANAGEMENT PRACTICES PLAN
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THESE PLANS MAY NOT BE COPIED ~
MOOIAED WITHOUT WRITTEN PERMISSION
FROM GULF COAST CONSUL llNG, INC.
RICHARD D. HARRIS JllOlI3
NiOT VAUO UNlESS SIGNED .t EMBOSSED
BY A REGlSlERED ENGINEIR
GUlF COAST (X)6JL liNG, 1Ne.
CERlFlCAlE OF AU1HORIZA1lON No. en4
-- . ..
~ (2/3) -t
DRIP UNE
HARDWOODS
REQUIRED DISTANCES
DRIP UNE
PINES
FROM TREE TRUNK
2/3 OF THE DRIP UNE
FOR HARDWOODS
FULL DRIP UNE
FOR PINES
2/3 OF THE DRIP UNE
FOR HARDWOODS
FULL DRIP UNE
FOR PINES
",
~
3' -0-
(lYP)
I
1 - X 2-
(MIN)
..
~
TYPE A BARRIER
TYPE B BARRIER
SPECIAL NOTES:
1. NO TREE SHALl. BE REMOVED UNlESS SPECIFICALLY TAGGED FOR REMOVAL BY THE ENGINEER.
2. THE CONTRACTOR SHALl. TAKE SPECIAL CARE NOT TO DAMAGE TREES THAT ARE TO REMAIN.
3. ROOTS GREATER THAN 1- DIAMETER SHALl. NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER
4. TREE ROOTS OF 1- DIAMETER OR LARGER THAT NEED TO BE CUT SHALl. BE CUT NEATLY. .
5. STOCKPILED MATERIAlS OR UNNECESSARY VEHICULAR TRAFFIC SHALl. NOT BE ALLOWED OVER ANY
TREE ROOTS SYSTEM.
6. lYPE-A BARRIER OR lYPE-B BARRIER SHALl. BE CONSTRUCTED WHEN CALLED FOR ON PLANS
OR }S DIRECTED BY THE ENGINEER. BARRIERS SHALl. BE MAINTAINED IN PLACE UNTIL REMOVAL
IS DIRECTED BY THE ENGINEER.
7. COST OF ALL TREE BARRICADES SHALl. BE INCLUDED IN PAY ITEM 120-1100 (GRADING).
DEPARTMENT OF PIJBLIC vtRKS
PINELLAS COUNTY, FLORIDA
TREE PROTECTION
IYo
FICllfE 8
JNDEX
1111
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURE
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN
THESE BARRICADES WlLLL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS AND/OR PERMIT REVOCATION AS PROVIDED BY CHAPTER 166 OF THE
PINELLAS COUNTY LAND DEVELOPMENT CODE.
NPDES NOTIFICATION
(NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM)
ATTENTION: FAILURE TO MAINTAIN EROSION AND/OR SEDIMENTATION CONTROLS, OR AN
ILLICIT DISCHARGE RESULTING FROM THEIR FAILURE WILL LIKELY RESUT IN FINE CITATIONS.
SEC. 58-239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $5000
FOR EACH OFFENSE. .
SITE PREPARATION NOTES
SITE STRIPPING - REMOVE ALL TOPSOIL VEGETATION, ROOTS AND ORGANIC DEPOSITS
PRIOR TO FILLING OR EXCAVATING ACTIVITIES. PROOFROLLING WITH A VIBRATORY
ROLLER WITH MIN STATIC WEIGHT OF 10 TONS IS TO BE PERFORMED PRIOR TO ANY
FILL PLACEMENT OR EXCAVATION ACTIVITIES. STRUCTURAL FILL - IS TO BE CLEAN FINE
SAND CONTAINING LESS THAN 10% FINES PASSING A 11200 SIEVES FILL TO BE PLACED
IN LIFTS NOT TO EXCEED 12" THICK. THE CONTRACTOR IS TO FOLLOW THE
RECOMMENDATIONS IN THE SOILS REPORT BY A T&E DATED SEPTEMBER 29, 1997.
LEGEND
SILT FENCE
(SEE FIGURE 1)
@
SWALE SECTION
(SEE FIGURE 2)
~
POND SECTION
(SEE FIGURE 3)
APR 1 ~ 2DC 1
c
~
SOD ALONG CURB & S!W
(SEE FIGURE 4)
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INLET PROTECTION
(SEE FIGURE 5)
1- ..,
01
1_....
ACCEPTED AND
AGREED TO BY:
DATE:
TREE PROTECTION
(SEE FIGURE 6)
FOR:
lOB NO.
04-076
7
11
! 1\ I GIN
F.B.4PG.
SHT.
DATE:
NO.
. (/ .
REVISIONS '.." ," , "
^:~ 12/21 /04 OF
DATE
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12' W CL Stro.ight Curb
Slope 114' per Foot /
I ,/l~~~~tl~y~~n~:~~SPhnlt)... J
'-. . . . . '.\' . .' . .' . .' . . . . .' . . . . . . . .' . . . . . '. . . '. . .... .,.~:..:l'. ..\
'. '. .... '. .... \Bnse course '. '. . '. '. . '. '. . '. '. . \ Stn~izedlcoMPncted subgrnde
(6' Crushed concrete LBR 150)(8' COMpo.cted to 981. AASHTO T-180)
NOTESI
1. Po. veMent Mo. terlo.ls o.nd thickness, o.nd Ioo.se Mo. terlo.ls
o.nd thickness will be sto. ted In construction dro.wings
o.nd scope of the work,
2. See construction dro.wlngs for curb type o.nd lo.ne
widths.
2...J.AME...RQA
N.T.S.
.- 4' Drop 0. t All Drives
5' l'
t> q /I-1I2'R r W'eo.ring Surfo.ce
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t ~)..::'~':;'; -1
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g t ~ )f\\ ~
ce "d :< :::::::::: ~ Bo.se
~ ~ ~ :~:::~::
~ ~ 5'-;.. '::::::::::.
..... /Y//~ :~::::::~:L '. . COMpo.ct.ed . . .
~ . -. .1. ],' '1 . . . Sulogro.d~ . .- .
(~~ 9 . ~ . . '.' . ~'0.V:~~
>~. . . . . . . V%"0~>YhY^
~. . : . . '-~~
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NOTES:
1. There sho.ll be 0. 112' seo.l Joint
between
Ioo.ck of curb o.nd drivewo.y.
2. Concrete in curbs sho.ll be 3000 psi,
with
fiber Mesh reinforcing.
STRAIGHT CURB
N.T.S.
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~0 o~..' 1 ~........ 3' Transition Side SloDea Reaulre.
-.1.0 , ~(~c/C' ~ ~
~o ....:5 ~ ~,-.'S' 1r" ./"
~V~~9' /..... ~~I
A ~ '/ '1..-1' A / Back of Curb
t I~,! Non-slip surface requlre-
1lQQl;' ----..t ments, see Note 8.
(,'1 ~ \ I
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SPACING OF POSTS
TO BE 6-10 FEET APART
2' r'~~
~y/ "
A(/;( , ,', ~
,,, 7~~
, /'Y.($
FILTER FABRIC ~
MA TERIAL SECURELY
FASTENED TO ll-lE
POSTS OR IF USED
THE WIRE MESH
FILTER FABRIC
MATERIAL
FOR ADDI1l0NAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH 'MRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
BACKFILLED TRENCH
\
APPROXIMA TEL Y 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
>
/ .~N~
WOOD OR
Slffi. POS~
~
I *~~"';~ \.\' ~~ ,,~," ,,?,'
....T/"~~~ ~z~/~
~'\:: ~~ ~
10 INCHES ~~ ~~~
(MIN) ~ ~~ APPROXIMATE
! ~~ 0!.~~ 4-INCH BY
~,..., ~~o( 4-INCH TRENCH
~," '\i V~7~
,....,,7,//,//,
ATTACHING TWO SILT FENCES
.
.
~-"'~--
(11III.//-
DIRECTION Of RUNOFF WATERS
~ ~ ~
-----.m. -'" ~ ,.-
STAKED SILT FENCE DETAIL
N.T.S.
Remove Curb if Existing
....
Property / R.O. W. Line
~ Conc. Sidewalk
o
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o L
L ::1
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:: . 0
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. ~"~l
I'.;":.~".-". ....
f . . : .. . -p.- "'.
Pi
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~
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o
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp.
t;j
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ll.
J:
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w
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a:
/
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Modified and Valley Gutter Curbs
join exist back of curb
/ 12" .."....,.. Textured Surface
1"~ Max Slope ~_ . . .....
-.:0" :, ~~j: ........~.... ........~..... ......... .., ~. "~~~~~e to an
". - ;':~. ......~ 1/2" Expansion Joint even joint or sawcut
SECTION A-A
NOTES:
1. Provide tooled joints at distances matching the width. Also
place expansion joints at driveways.
2. If some physical obstruction exists which prevents the placing
of sidewalks as shown, contact the Engineering Division for
alternate location.
3. Wooden and other spacers will not be permitted in sidewalks or
driveways.
4. No coatings of any kind will be permitted on concrete
sidewalks or driveways without specific approval of the City
Engineer.
5. All concrete sholl be 3000 psi min. 0 28 days, with fiber
mesh reinforcing.
6. Concrete surface to be light broom finish.
7. Concrete driveway construction sholl be 6- thick w 6x6/10x10
welded wire mesh reinforcement.
Exist Conc Drive
12"
1"~ Max Slope
.Li I ~
JOint/ :r:';'~;/::~y r-;;'!2:e::< ~1/2" Exp.
TYPICAL DRIVEWAY CROSS SECTION
Joint
4' Min Residential Street
5' Miln Arterial Street
l' City RjW
2' County R/W
1/4" per Foot
..
1'"'4:''' ':: t;:>: .:',':..-.......:.' :'.:. .':",; .:.:.;..
Back of Curb
3000 psi conc 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7.
SECTION B-B
8. Romps shall have a tactile surface, textured to a depth not
exceeding 1/8- by use of tamp or roller in conformance with
requirements of FOOT Roadway and Traffic Design Standards,
Detail 304 or most recent modifications.
REV.
3
4/8/02
1/85
11/113
DATE
CITY OF ClEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
Rw. Nowe
R.G.
D~TE
1.f93
INDEX NO.
109
2
added not.
REIlRA..BY
J.G.J.
atEa<ED BY
T.G.J.
~BY
1OF3
modllled curb cut
Jl1R
DESCRl'nON
N'f'.
TYPICAL Slo.EWALK CONSTRUCTI.Qli
AND R,AUC DETAIL
N.T.S.
DESIGNED
Gulf Coast Consulting, Inc.
Land Development Consulting
DRAWN
CHECKED
13825 ICOT BL YD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727)524-6090
Q.c.
PREPARED FOR:
~
t4"
It
mr---mJ-
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTION TO
CREATE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FlAP
SOUTHPORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
1. Set Stokes
2. Excavate a 4- x 4- Trench
Upscale Along The Line Of Stakes
6' Max.
-
L/ ·
~~'~/
".. ~ /~ C /' ~
0$~
,~~
<(...gJ,
3. Staple Filter Material To Stokes
And Extend It Into The Trench
4. Backfill And Compact The
Excavated Soil
~
-
-
~
~
Sheet Flow Installation
(Perspective View)
A
3' Max.
A
n
B
,
r
Flowt
Points A Should Be Higher Than Point B
Drainage Installation
(Front Elevation)
STAKED SIL T FENCE DETAIL
N.T.S.
Interlocking Concrete Po. ver \
Concrete So.nd ~'D' \
Bedding cours~.~ .'
112' - l' ":
..... . o. .. 0.. .... ._ ..... .:"'
. . . ",., .. ......-
Course
Gro.nulo.r
Bo.se
INSTALLATION PATTERN
COMPQcted~/ /
Sulogro.de / / /_
II!
(Po. ttern will vo.ry with selected po. ver)
(
."
."
r. Snnd Filled Joints
OJ . ._<JC
.....
II!
1/1
TYPICAL CROSS SECTION
1. Interlocking paving units shall generally be Installed In accordance with I'lanufactures requlrel'lents.
2. Paver Thickness. 2 3/8' Resldentlo.l, Light Duty Traffic) 3 118' COl'll'lerclal, Heo.vy Duty Traffic
3. Concrete Pavers to conforl'l to ASTM C936-82.
4, Course Granular Base shall be In accordance with I'lanufactures requlrel'lents (4' I'lln. For 2 3/8' pavers
and 8' I'lln, for 3 1/8' pavers), Granular bOose shall be crushed concrete or other I'laterlo.l approved by City Engineer,
S. Coloring or dye sho.ll be unlForl'l throughout each concrete po.ver unit. Dipped or externo.lly colored paver units are unacceptable.
6. Pavers shall be Installed with edge restraint o.nd conFined with cel'lented po.ver units, curbs, poured concrete or other suitable !'let hod.
7. Final Finished surface sho.ll be of unlForl'l elevo.tlon or slope.
8. Sulograde shall be Free of clay, orgo.nlcs, or other I'laterlals which will allow future settlel'lent and cOMpacted 1;0 98X AASHTO T-180-S7.
IN II- ~I tlt:KING CONct'<t:. It:. RI ()~K PAVERS
N.T.S.
I
i~
~ l.Jt4
/
r ;SIDE'w'ALK IS CONTINUOUS
ACROSS DRIVE (TYP)
I
~ ~e
~ ~{\' eo('"
I ~ ot(,'{":l
~'?> ~ ~-iQ
'~etijo l
v'" ,- t(,e
(\o
I
Construction Joint
Perl'lltted <Typ)
~A\
~B_
I
~
-C
I 6'R <Typ)
'--- A
'----C
L1l'llts of concrete swale
L1l'llts of po.y quantity
NOTE:
Subject to City Engineer's approval.
To be used only In unique sltuo.tlons.
2'
PLAN
K.';':':'--:.-l
[2?. '.. '1
.' ':., - -. .. '.
. . .' '. ..' .......... .. .' . ..'
".." '." .' -'. ."
SECTION A-A
SECTION B-B
NORMAL VALLEY GUTTER CURB
SECTION - SEE INDEX 101
SECTION c-c
CONI :tott- I t. ~WAI J:" DETAIL
VALLEY GU I t.K CURB
N.T.S.
SHEET DESCRIPTION:
GARDEN TRAIL
PAVING GRADING & DRAINAGE DETAILS
lMESE PlANS MAY NOT BE COPIED OR
MODIFlIED WIlMOUT WRITTEN PERMISSION
FR<N GULF COAST CONSUL liNG, INC.
RIalARIl D. HARRIS 3lI083
NOT VALID UNlESS SIGNED .t EMBOSSED
BY A REQS1ERED ENGINEER
iGUlF COAST CONSUllllG, INC.
CERllACAlE OF AU1HORlZATJaIl No. 9n4
EXTRA STRENGTH FILTER FABRIC
NEEDED 'MTHOUT 'MRE MESH SUPPORT
STEEL OR . .-
WOOD POST """'-
/
././ ..-:
./ 7
./
./
./
./
-~ ). / ./ ./ .ill cl.lJ:-
=-_ -111.lL /1" ~ill ~lll !l! III '-
-rilllrT_ /, lmllimill",11
\/
L
II
,
-
-
-
-
-
STEEL OR
WOOD POST
36- HIGH MAX~
- PONDING HT.
/ FILTER FABRIC
ATTACH SECURELY
TO UPSTREAM
SIDE OF POST
RUNOFF
T
~m-n'l ~~1I1-111
IlJ-m .';:;:;II.;:::;l
- i- Ir
T]~ r--- \:::::II -II.
~ ~- \..4- x 6- TRENCH
i,]m WITH COMPACTED
:-t II ~ [f BACKFILL
m
12- MIN.
STANDARD DETAIL
TRENCH 'MTH NATIVE BACKFILL
<<
1,,(
~~)
./
"./
FLO~
-
_ FLO~
-
-
1;: MAX. S~NG WITH
~RE SUPPORT FENCE
6 MAX SPACING 'MTHOUT
WIRE SUPPORT FENCE
- PONDING HT.
l
9" MAX.
(RECOMMENDED)
STOTRAGE HT. ':;J1E3 11m l.
1JJ . m~r
12- MIN. ~ -
ill - -milt' l -111-
m ;:;:w LGRA VEL
:-11 \I -
,m
ALTERNATE DETAIL
TRENCH WITH GRAVEL
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT
WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTlY STABIUZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
EFFICIENCY.
N.T.S.
STAKED SIL.T FENCE LJI:. 'AIL
-1,-
SOD
....J
....J
<(
3:
~
W
l-
(/)
DLW=30.37
\1
"-
~.
J Max Slope --2S 1"
t4"
1/2" E
xp.
BOTTOM "A"
VARIES
I
I
w
z
:::::i
>-
l-
ce
w
a..
o
a::
CL
I
I
POND
A
B
C
BOTTOM ELEVATION "A"
30.0
29.5
30.0
TYPICAL POND SECTION
CD
N.T.S.
NOTE:
I
Construction Joint
Permitted (Typ)
~A\
~B
-C
t~
~ ----J ,q
e
-FLOW
RUNOFF
fSIDE'w'ALK IS CONTINUOUS
ACROSS DRIVE <TYP)
/-
I
\
I
, ~,f" ~,,<>e
~() 0>fS' '"
~ ".'<> ~f'l
,,~6 0 l.:
v O\.ffi
~
_ C "R (Typ)
'----A
Limits of concrete swale
Limits of pay quantity
Subject to City Engineer's approval.
To be used only In unique situations.
~,:
. ..
" ". . .... .
. . .
. ..." .
. . .
~" ., ~
. .
. . -". -.
. . .' '.
~:/~;I
l' I
I ....
~ >l'~.~l~:'.:,-~,-, ~
~ '\ 4 16 Continuous
..
(\J
SECTION A-A
SECTION B-B
NORMAL TYPE I CURB
SECTION - SEE INDEX 101
1'-4- I
I
'. .:~l' .~: '~'0':'-:~':'- .:~:.-
J '\ ~ 16 ContlJ:us
a
N
PLAN
2'-8-
1-
t
a
N
'-
.....
I
r--
SECTION
CONl,;Kt. It. C:WAI F" ut:. fAIL
~
N.T.S.
,a",,,, 1 ~ lUIJ::I
NO.
DATE
04-15-05 REV PER CITY OF CLEARWATER COMMENTS
REVISIONS
a
.....
a
N
'-
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r--
--L
C-C "\"\<'~' : .
Rich.'~~d8"j'" .~..
,:/ .' ~/. ".
.~.;r.A//' :',".
'. ;///.7 - ,-,"
.et( r ' .,
L P:E', No. 36093
lOB NO.
04-076
8
F.B. &: PG.
SHT
DATE.
1 1
APP'D
BY
12/21/04 OF
I
.....
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DESIGNED
DRAWN
E
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CHECKED
Q.C.
2'-4"
,.-
-
5'-5"
4'-5"
-I
-I
,.-
'4
3'-4"
-I
~
co
_ 2" II" II"~'
~+ -=- r:ltL1 ~~.
,-
Tl~E3
~:;II
1-
- 2' 4" ..
1 !-- - --.!~
li~~~/~~/;"
PLAN
Straight Bars 2"xf
Reticuline Bars If x f
Bonds 2ux~"
Approx. Weight 190 Lbs.
~~
~
i"
24
2f
4' -I"
~
II)
I ~
~ tl
b}
..
10
I
--rr
r
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--
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~ ;.,
2'-0"
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~
IX:l
~ ~
..
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~
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I
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8"
0=-
~
8"
..
~
PLAN
~ ~
.,;: ~" 5'-5"
~ ~ 5~ ~ 4' _I"
\' r Grafe /
\ j~CI.
~ G !P:::- #4 Bars
~ ~l 11 ~ ~ 12" Ctrs.
+ ---- T ---" ====-+
III
Approx. Weight 235 Lbs.
.:i_5f
r~
tr~;T
J ......Eye Bolt
, See Index 2.01
I CAST IRON GRATE NOT /
PERMITTED ON INLET TYPE D /
CI) ).c:
Cb 0
.- ~
"- -
~\
" 3'-4" 5~.
5~~ I 2'-0" I r'(
.... .. i
r Grate ~ 0-1-;;[
h 2" CI. 1 '- Eye Bolt
"'1l +-' See Index 201
I r ~l ~
* ---, ~ '---#4 Bars ~
. 12" Ctrs.
Recommended Maximum Pipe Size:
2'-0" Wall /8" Pipe
3' -I" Wall 24" Pipe (18" where an /8" pipe
enters a 2' -0" wall)
r' Of Grote
i ~~
~ ~
l I
"'-:! ~ I ~
l\J I 2'~ I !:
I
~
..
to
I g;! I-
T ..
--
SECT/ON
~,
HALF SECTION CAST IRON GRA TES
SECT/ON
Recommended MaxifTXJm Pipe Size:
J'-I" Wall-24" Pipe
4'-1" Wall-J6" Pipe
TYPE C GRATE INLET Jt. I AIL
TYPE D GRATE INLET DETAIL
N.T.S.
N.T.S.
4' TYPICAL,
I- "I
-.J - 001000010000100001000010000100
~ oolooo~ooooloooo~ooolooo~oo
U ~~~~~~~~~~~~~~~~I:~~~I~~~~
a: ::1::::1::: :1::: :1::: :I~:::::
>- :: ~ :1::: ~1: ~:~::::I:: ~:I::::
~
: :1:: ::I::::~:: :1::: ~::: :1::
(\J 0 00 ~r:: ~ o~r:: ~~~~ 0 0 010 0 0 010 0 00
__0000 oooooooooomooooloooo
4' TYPICAL,
4' TYPICAL,
-I
I~
..\
I-
-.J
~
U
......
0-
>-
~
-.J
~
U
......
0-
>-
~
:~i:::~::~Eo::::::o:: :::
ooooOOOctooooiiiio 00 ~
00 oooo~oo 000000000 000
0000000 000000000000 ;1100
00 00 00 0000000000 000
~ooool:oooo oo~ 000
0000000 00000000 000 000
0:i'0000001110000000:3;;0 000
o 0000000000 00000 0 000
ooooii'inoooo~o 00 ~
000 000000000000 0 0 000
001001000000100100000010010000
ooloo~oo oo~moGO 'Nooloooo
000000 ooooooOc)OoO~OOOctOO
000000 00000000 ,~oooooo
00000000000 000000000000
!..!!~ooooooo OOOOltOOltOO~
oooooooooo.~oooooooooooo
,g,gooo 00000 00 00"00~~
OctOOOoooooo 0000100000000
0000000000 ooooo~ooooooo
:::::~:~::::::c:c:::::c:
(\J
(\J
RUNNING BOND PATTERN
HERRINGBONE PATTERN
PARQUET PATTERN
i'
ll1ill
S' . ~~.
Ill. l(j~
Ill. A tiQ1
'1..... St
~rlQI .
St.
<<>>
BRICK DETECTABLE ~ARNING PATTERNS
SEE NOTES 3 A ,8. 5
4' MINIMUM OR / ADDITIONAL PANELS
I ~ FULL RAMP ~IDTH "I L...J REQUIRED, TYP.
-.J -100'0-000000000000000000000000000000000
~ ::::::::::::::::::::::::::::::::::::
tJ 000000000000000000000000000000000000
~ 00000 000000000000000000000000000000
0- >0000 000000000000000000000000000000
>- 00000 00000000000000000000000000000.
r- 00000 000000000000000000000000000000
00000 000000000000000000000000000000
00000 000000000000000000000000000000
000000000000000000000000000000000000
(\J _ !!.'!..O..l'~D 0000 0000 000000000 0000000 000..l'~.!!
AS 4' MINIMUM OR
~ I ~ FULL RAMP \oJIDTH -I
00'0000000000000000000000000000 00000
::::::::::::::::::::::::::::::::::::
::::::::::::::::::::::::::::::::::::
.00000000000000000000000000000000000>
ooooooooooooooooooooooooooooooooooo(
000000000000000000000000000000000000
000000000000000000000000000000000000
OOOOOOOOOOOOOOOOOOOOOOOOOOOO~!OOOOOO
ooooooooooooooooooooooooooooo~oooooo
(\J _ '!.!!OOOO 0000000000000000000000~0000C!.!!
~q, <<>,.
"boo? ~J..... ~ ~
\S'~ . ~ <<' /'
1:'.... C:>C!. C
C:>.s> C ~~, ~
~<'b ~-<s l!IO.s> <S>
"".so ell- ~ &...
o:5l ...0--::>'
C:>-::k- c:>,~
l!IO--:>.... ell-
.... -Y
~
<:,-?
C'~
~
-\-
-.J
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......
0-
r
~
~~~
~<+
(24'x24' UNIT, 2 UNITS SHO~N)
CAST IN PLACE DETECTABLE
~ ARNING SURF ACE TILE
SEE NOTE 6
(24'x48' ST AMP SHO~N)
IMPRINTED DETECTABLE
~ARNING SURFACE
SEE NOTE 7
If .x. is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
-.J
~
u
......
0-
>-
~
AS PER MATERIAL AND LOCATION
1- "I
OOOOOOOOOOOOOOOOOOOOOOOOJ:.TRUNCATED DOME,
0000000000000000000000 OJ) SEE DETAIL
ooooooooooooooooooooo~o
000000000000000000000000 0 00 t
000000000000000000000000
000000000000000000000000 0 0 0 --- 1.6' MIN. TO 2.4'
000000000000000000000000 oo~-
000000000000000000000000 0 -
000000000000000000000000
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ p 0 0 0 0 ,'I' I / 2' TYP
oooooooooooooooooodboooo ~.
000000000000000000000000 ~U~
DOME PATTERN SHALL BE IN-lINE ~
~ITH DIRECTION OF TRAVEL 1.6' MIN. TO 2.4' MAX.
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to com~ly with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic DeSign Standards, Detail 304
Or Most Recent Modifications.
ISOMETRIC VIEW
I"
4'-4"
~I
~
2f
-
3'-0"
2i"
..
o
--
I
8"
;;,..
8"
..
- --~
10
1.0
I
~
to
-
PLAN
4'-4"
CI) ~ H~
.~ ~ 5~
~\:~ I~
t Grate ~ 0 +-;-T
.JI L C/. 1 '-' Eye Bolts
r ~j See Index 201
+ ~~-..::::..:",-- #4 furs
~ 12" Ctrs.
r
~I~
3'-0"
~
SECT/ON
~
I
~
3' 4"
- ~ 2f'
" /'-5" ~ :Ir
~~.{ ~~2"-I ~'I
--
--r-- ( JI J
T ()
~
t~
18" RCP
Outfall Pipe
~
i
: :
..
~
I
[~
~
~,
f'
:
I :
:~
,
~
,
:
J
11~ 3'-4" ~I ~l -
~L~f ~~' jtfr
r
.
CD
....
Approx. Weight 465 Lbs.
.
v
N
Recommended Maximum Pipe Size:
3'-0" Wall-24" Pipe
4' -6" Wall- 36" Pipe
EL.= 30.87
Weir @ EL.= 30.37
-WE E GRATE INLET DETAIL
N.T.S.
CONC.
SIDEWALK
Match Existing if Grass Plantina or Other
Existing Sidewalk ~ Non-walkingg7urface
Grass Planting or Other
Non-Walking Surface~ 4'/5'
6. 6" 6. Vertical Curb
RAMP CURB II
" ~ in Transition
<' " ' ~
~/ \\7
Ex;st T)p' I cu~/-I,~ove Bock of S I~ Flow '-"'.
if Existing
RETURNED CURB RAMPS
MAX.
- VARIESI 0.9' MIN. TO 1.4' MAX. DIA.,
TOP DIA. TO BE 50% MIN. TO 65% OF
THE BASE DIA.
1 V INTEGRAL DOME
~
1-.,;"'- 0.2', TYPICAL
CURB
" TRANSIllON T
~--I
DROP CURB
CURB 'I ' TRANSIllON' I~ BACK OF SIDEWAll<
'~l~
ELEVATION A-A
(\J
TYPICAL PLAN VIE~
TRUNCATED DOME
DETECTABLE ~ARNING PATTERN AND SURFACE TYPES
NOTES:
1. CURB RAMP DETECTABLE ~ARNING SURFACES SHALL EXTEND THE FULL ~IDTH OF THE RAMP. DETECTABLE ~ARNING SUR-
FACE SHALL BE CONSTRUCTED BY TEXTURING A TRUNCATED DOME PATTERN IN CONFORMANCE ~ITH THE U.S. DEPARTMENT
OF A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2, SEE DETAIL ABOVE. THE
TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE ~ARNINGS.
2. DETECTABLE ~ARNING SURFACES SHALL CONTRAST VISUALL Y ~ITH ADJACENT ~ALKING SURFACES, EITHER LIGHT-ON-DARK
OR DARK-ON-LIGHT. COLOR AND DOME CONFIGURATION SHALL BE CONSISTENT AT EACH RAMP.
3. DETECTABLE ~ARNING PAVERS SHALL CONFORM TO ASTMI C 902 'PEDESTRIAN AND LIGHT TRAFFIC PAVING BRICK'.
4. DETECTABLE ~ARNING PAVERS SHALL BE ON 1" SAND BED COMPACTED) OVER NATIVE SOIL COMPACTED TO 98% OF
MAXIMUM DENSITY.
5. DETECTABLE ~ARNING PAVERS SHALL BE AS MANUFACTURED BY PINE HALL BRICK OR EQUAL.
6. CAST IN PLACE DETECTABLE ~ARNING SURFACE TILE SHALL BE AS MANUFACTURED BY ARMOR-TILE OR EQUAL. (PART NO.
ADA-203, ~ / DETECT ABLE \v' ARNING SURF ACE TILE IN LINE)
7. IMPRINTED DETECTABLE ~ARNING SURFACE STAMP SHALL BE AS MANUFACTURED BY STAMPCRETE OR EQUAL. STAMP SIZE
SHALL BE 24'x24' OR 24'x48'.
8. CONCRETE USED ~ITH THE STAMP METHOD SHALL HAVE AGGREGATE NO LARGER THAN 1/2'.
9. ALL MATERIALS SHALL BE INSTALLED AS PER THESE CONDITIONS AND THOSE OF THE MANUFACTURES REQUIREMENTS.
4/14/95 I-wlc........""
lI95
1
REV.
-.. now
~IIU"
DAlE
VALLEY GUTTER CURB
,
I.'. . AI'
.'
. -4. '.
14
111I1
CONC. RAMP
"I
.. .' j
\4"
'AI
~ .
./ Textured Surface
/'"
.~,
1
., :'A ~ fA
.'
.'. .
12: 1 MAX.
SECTION B-B
CITY or CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REIlRA.. BY
P.W.D.
alECl<ED BY
T.C.J.
APf'. ~.BY
e....H.
.o~ lE
1,93
INDEll NO.
109
2OF3
I yt-'I( ~AI SII Ji="wAI K CURB CUT
RAMPS PHYSICALLY HANnICAPt-'t.u DETAIL
N.T.S.
TRUNCATED nOME DETAIL
N.T.S.
PREPARED FOR:
SHEET DESCRIPTION:
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BLVD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-]8]8
Fax: (727)524-6090
SOUTHPORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
GARDEN TRAIL
t>.
ij~
....-
00
3::1
r
.
10
-
.
N
EL.= 28.87
I
A
-
-
NOTES
1. F o.sten skiMMer with 6 sto.inless
steel bolts wi leo.d o.nchors
2. Seo.l o.ll edges of skiMMer 0. t
conto.ct points with structure
with wo. terproof co.ulking or
o.pproved equo.l
;::::
, \
\~ Aluminum
Skimmer
Cone. Pad
Under Skimmer
N.T.S.
Tie beo.M with
1-#5 rebo.r
continuous
12'
cleo.ro.nce Min.
6'
,
,
14"
r .
r 8"]
6"J
4'-1.
I-
3.75'
-I
.j
18" RCP
IE=28.32
OUTF-AU- COtiIRQ,L STRUCTURE Q.ETAIL
Mrlllll- It.U I yt-'t. D INLET
14' -8"
r . -1- -.~ -1- -;-.~ -1- ~. 1-1-. l
1_.- L -----0-:--,
I I ':.;t....; I
I - I 6' dio.. Steel ~ i I
I . h Ioollo.rds Q) T'" 4 .
I r cone. Filled g- ~
10'-8" U I - I ~ (typ) (f) c.. I
::;- I U.Q I I
48" I - I ~ ~ 12' I
Max: - cleo.ro.nce Min.
f ;
I
Min. I
Ll
00
I
I
I
I
I
I
. I
I
I
-\
.:,
I !-- swing go. te
y 1 (typ.)
___:::J I
I
'-
drop pin
hole (typ,)
Gro.de
4'
I'
L_~___
o
PLAN
2 B/16/04
1 4/9/02
REV. DA TE
DRAWN BY
E.A.
0IECl<ED BY
D.N.
DESIGNED BY
T.G.
Rev. Notes
Rev. Notes
DESCRIPTION
B.V.D.
R.G.
APP.
nlll
,r-d;op
1 - / pin
( typ.)
.' .... . /.
//:>/ ",.
-
8-
(TYP)
A
-
-
PLAN
1
~ 0 j
~~~~ .j
\
SECT/ON A-A
. .
I'
~
8'x 16' concrete
footing
wi 2- #5 rebo.r
(typ.)
ELEVA T/ON
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
DUMPSTER ENCLOSURE
SINGLE
DAlE
6/01
INDEX NO.
701
1OF3
~ I t:.R ENC~ 0<::1 IRE JI:. fAIL C::IN~I J:"
N.T.S.
lliESE PLANS MAY NOT BE COPlID OR
MDDIAIID W1lliOUT ~TTEN PERWISSION
FROM GULF COAST CONSULTING. INe.
PAVING GRADING & DRAINAGE DETAILS
RIOWID D. HARRIS Jl1083
NOT VALO UNlESS SIGNED a: EUBOSSED
BY A REGIS1ERED ENGINEER
GUlF COAST CONSULllNG, INC.
CERTlFlCA1E OF AUTH<RZATtON No. 9n4
DATE
NO.
REVISIONS
swing go. te
(typ,)
I
"-1-#5 o.t 4'
center
Gro.de
J
L ..
3000 p.s.I. concrete
slo.b with fiber Mesh
reinforcing -
Monolithic, Min 6'
thickness, 6'x6' I 10xl0
~.~.F.
6PR 1 c:; 2005
RichariJ D~ _
. :s:'" ~ /~ , .
: tCLw
.L~~.36093 :'.
JOB NO.
04-076
9
F.B. & PO.
SHT.
DATE:
1 1
APP'D
BY
12/21 /04 OF
! I ;'-'- \ f\ I A l
' \ \ IJ \ i 'J
r
D'ESTGNED
DRAWN
CHECKED
QC.
8J
~
o ~
-=r
Iffi~
LJ..l ~
l~
I---
o
If
o
Top
View
Approved BQckflow
Prevention Device *
'WQ ter Meter Connection
/
I
I
I
I
I
~
- - - - SQn.- - - - - - ~ - - - ~ - - -',. - - - - - - - - - - - - -@- - - - - - - - - --
(/ M.H.
: ~ SQnitQry LQ terQl
: (Typ,)
I
I
I
Lot
I
2'i r-
I WM
,
.q-
~
CurbJ t
\.
'WQter MQi
Ford Angle
VQlvE<Typ.)
r--l
~c:~ Iffi
~ rUT
~ -
!!II Meter
Ford RegulQ tor AdQptor
/ ~'
u.r~
..
Flow
~
r
~
BrQs~
Nipple
L
QJ
L
o QJ
.p~
l/'l(.l)
:J
U
C QJ
,- ~
o ._
~(/)
y\!
12'
~
~i
NOTE:
Device Must be InstOolled level.
* APPROVED R.P, DEVICES
Hersey- Beeco Model FRP II
1J00tts Model 909 or 009
ConbrOoco 40200
* APPROVED DOUBLE -CHECK VALVES
Hersey- Beeco Model FDC
1J00 tts Model 709 or 007
ConbrOoco 40100
REV.
DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
~~BY TYPICAL METER SETS IJI 0~A~4
ClECKED BY BACKFLOIJ PREVENTERS "!lEX NO.
3/4' Oond l' MODELS 405
APP. DESIGNED BY 1 OF 5
DESCRlpnON
I YPJC'AI ME TFR Xi:. X \J / 'RAr'l('l- L.O\J
PREVENIERS 3/4' AND l' MIIIlI- I ~
N,T,S,
~ooo 00
~~
...::::::....
o
-
~
Top View
---------------------~---------
'WQ ter Servi~
(Typ,) ~
\.
r/w line-J
WM [
~
~
I
Lot
2~~
NOTE: SANITARY LATERALS TO BE
'WITHIN 10' OF CENTER OF LOT ON
DO'w'NHILL SIDE OF CENTER OF LOT,
Lot
Lot
I
f\r/w line
, C
0--
......~
Cur~
f'Sidewo.lk
.J.
-10'
I
I
""-Side Lot
(Typ,)
Line
Lot
Xi:..I<VT~F I nrA'1 IlltJ~ nET AIL
N,T.S,
NOTES:
1. 2' PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROAD'w'AY (NOT
REQUIRED ON SERVICE REPLACEMENT>,
2. PVC CONDUIT TO BE MIN, 1W BELO'w' THE SURF ACE MEASURED FROM TOP OF FACE OF CURB.
3, 'w' A TER MAINS TO BE MIN. 30' BELO'w' GRADE Qncl APPROX, 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPROX, 1 FOOT BACK OF RIGHT-OF-'w'AY.
5, SERVICE LINE TO BE MIN. 12' Qnd MAX, 18' BELO'w' GRADE.
\J A TER MAIN SERVICE LINES
T'yt"'" "AI ~~r T ION
N.T,S.
OJ
C
>-.
(5
~
"0
(5
o
0::
~
'"
s...
- 12' <Typ,)
I I' _/~l~.,...,,;
I I~:':.o:'.;:
l,l{iii
I
..~:~:t:~ '~"~4'~:t;"
-
~
~ Curb Stop
<Typ,)
~
3/4' Polyethylene
'w'Q ter Service Tubing
in 2' PVC Conduit
<Typ, 5/8' Meter)
Approved BQckflow *
Prevention Device (FlQnged)
Ford Angle
V o.l ve (Flo.nged)
Ford Meter FlQnge
Flow ~ ~
-~C 0 ~
C~ Meter <-
(FLQnged) 1
L
QJ
L
o QJ
.p~
l/'l(.l)
:J
U
/
:::.
NOTES:
1. 'w'ATER MAINS TO BE ON NORTH or EAST SIDE OF R.O,'w'., APPROX. 4 FT. BACK OF CURB
UNLESS OTHER'w'ISE AUTHORIZED BY CITY ENGINEER,
2, SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO, 3), THESE SERVICES TO BE CONSISTENT 'w'ITHIN THE SUBDIVISION. DRIVE'w'AYS
SHALL NOT BE BUILT OVER METERS,
3. ALL LINES SHALL BE CHLORINATED Qnd PRESSURE TESTED <TEST FOR ONE HOUR @ 150 P.S.I.>
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE
TESTING Qnd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES,
4, TEN FT, SEPARATION REQUIRED BET'w'EEN PARALLEL 'w'ATER 8. SANITARY SE'w'ER LINES.
5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' Qnd LARGER PVC MAINS, LARGEST SERVICE
CONNECTION TO A 4' MAIN IS 1 112' Qnd LARGEST TO ANY MAIN IS 2',
6. MINIMUM DISTANCE BET'w'EEN SERVICE TAPS TO BE NOT LESS THAN 36',
1
~ Bro.ss Nipple
~
C QJ
'-~
0._
~(/)
"1\/
12'
~
~i
NOTE.
Device Must be instOolled level.
:lIE APPROVED R,P. DEVICES
Hersey-Beeco Model FRP II
'WOo tts Model 909 or 009
Conbroco 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
'WOo tts Model 709 or 007
Conbroco 40100
REV. DAlE
DESCRf>nON
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
~~BY TYPICAL METER SETS IJI 0~A~4
aiECl<ED BY BACKFLO'W PRE VENTERS INDEX NO.
1 1/2' Oond 2' MODELS 405
APP. DESIGNED BY 2 OF 5
Tyt".11 ~AI MF'" I EI< Xi: I X \J / RArl(l="'L .O\J
p~~VEN'1 .. I.('X 1-1/2' AND 2' Mlllll-l ~
N,T,S,
I
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BLVD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
Threo.ded COrporo. tion
MUELLER H15008
or npproved equQl
(TQP Qt 450 Angle)
Stop
~.
~~
So.ddle if Required ~
See Note 5 ~
r
,~
SQddle sho.ll hQ ve double (i :x:
sto.inless steel stro.ps ~....
with epoxy COQ ted ~
ductile iron body,
\
'WQ ter Service Tubing
Driscopipe 5100 or Enclot/Y Qrclley
Blue Jet, SDR 9, 3408 Polyethylene
'w'o. ter Mo.in
SFRVICE rnNN~ I I ION nET AIL
N.T.S,
PREPARED FOR:
SOUTHPORT FINANCIAL SERVICES,
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
INC.
Connecting Piece w/integrQlly
CQst Mech, Joint GlQnd on
one End- D.I, RotQ tQble Mec~
Joint GlQnd on Other End, ~
OJ
C
VQlve Qnd HydrQnt Tee
w/D.I, RotQ tQble Mech, Joi
GlQnd on PlQin End BrQnch.
.::r:.
(5
~
OJ
"0
(/)
~
'"
s...
- 1'-
-11' -
t
t
I
18MMir.,
~
......~:.: :..~~1
.'. L-'
............
30' Min,
I
1
12'-18'
~
...
-
-UlOI
NOTES:
1. On HydrQnts Requiring Runout
LQst Two Joints Must Be RestrQined
Per DetQil 403 (2 of 2>
'ThreQde~
CGrporQ tion Stop
<Typ,)
'w'Q ter MQin
OJ
C
~
'"
s...
s '"
I '~ /FHA EL
:
e ~. /
I
7
18' Min,
24' MQx.
~.
IiijI
'" __ II --
....
.....
-
( @ ) .
. I"
fJ.AM
MQx. 15' - Min, 4'
DistQnce VQries
lJ
-v'>. "l>i/~', I
~'''/r.{' ~ I ~'\6.'~
,,/"'~~ I I / ~7/'
I
I
I
I
i
I
I
j
1-
i ~
Ci~~
-:==""
NOTES: I
1. SteQMer Connection to FQce Street,
2. All Fire HydrQnts to hQ ve 5 114' VQl ve SeQ t,
3, Fire HydrQnts ShQtt be PlQced Q t Street Corners
or in the R,O.'w', AdjQcent to Side Lot Lines
'w'henever Possible.
4. See Sheet 3 for TypicQl Connections 8. Fittings.
C
L
.
\D
I
(\J
r Curb Stop
/' MUELLER H14350 with
mU COMpression inlet or
Lock 'Wing o.nd
o.pproved equQl
I ~7/'
i ~"
I
Il
I
I
I
! I Mech
~ ,
I
I
V)\Y~'ij;
,"~
~
SECIlDti
Fire HydrQnt AsseMbly
<Typ,)
Length V Qries
(See Note D
Mech, Joint
VQlve
J..
~ \.later Main
BQck of Curb
or
of PQVeMent
I rVQlve Box
i/
VEdge
"v/.)V'/YI I
~~
Joint VQlve
ONL Y APPROVED
Kennedy GUQrdiQn No, K -81A
Muller CenturiQn No, A-423
U,S. Pipe MetropotitQn
"'- RestrQining Joint <Typ,)
. ,
,"
I yt-'II 'AI "'1t(~ HY.D..RANT A,-,,1. ...fRI.Y Xi:.. I lING DETAIL
N.T.S.
SHEET DESCRIPTION:
lHESE PLANS t.lA Y NOT BE COPIED OR
MOOIFIED WITHOUT WRITlEN PERMISSION
FRot.l GULF COAST CONSUL liNG. INC.
GARDEN TRAIL
WATER & SEWER DETAILS
R1aiARO D. HARRIS 3G09J
NOT VAUD UNLESS SIGNED & ElIlOSSED
BY A REGISTERED ENGINEER
GULF COAST CONSUL liNG, INC.
CERTlACAlI {J' AUTHORIZAlION No. 9n4
DATE
NO.
APR 1 s 2005
RiOh~~~ D.J'~..
-~
P. 0.36093
JOBNn
04-076
F.B & PG
DATE
RE\'JSJONS
APPtl
BY
12/21 /04 or
10
SHT
1 1
c :._'~ 1 (~l N /
Vo.ries
L
...
,
. '"
-
r
~~
Finish gro.de to
o.llow 0.4' Min., 1.0'
Mo.X. fo.ll froM
property line to
bo.ck of curb.
CL
1
.7 ",7
,
<...
~'~ ~ ~
. -("<~h~ ~)7~"'~
<<-v ~ ~V
~~~
NOTEI
All lo. tero.l Mo. terio.ls, including
o.pproved Cleo.nout ho.rdwo.re, o.re
to extend to the R/~ or to the
eo.seMent line o.s noted.
Lot
Mo.in
SECTION
X I ~~ ~ I L.ATE~AI
.IlEIAIb
N.T.S.
I
2~ f--
19 WM
Lot
v ~ 1
- - - - - - - - - - _1_ - - - - - - - -~o. ter Mo.il"l- -., - - - - - ~ - - - - - - - - - -- --
Curb--J t
1
I
I
@ :
~o. ter Servl~ :
(Typ.) ~
I
I
.
r/w line0 WM 0 I
2,-l,
NOTEI SANITARY LATERALS TO BE 11r--
~ITHIN 10' OF CENTER OF LOT ON
DO~NHILL SIDE OF CENTER OF LOT.
RiM M.H.
It of Street
.....
r-
So.nito.ry
E
<!
'"
0
~
'"
0
0
N
N
J,
.J
<t
~
U)
.,
;<
~
~
w
w
iJi
.J
<t
~
~
8
~
u;
'"
z
3:
<l DESIGNED
0:
9
I DRAWN
~
~ CHECKED
..
'"
u;
<l
.J Q.c.
~
~
,:
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BL YD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
So.n.
.
'-
NOTEI 3'-0" DIAMETER TYPE "A" MANHOLE SHALL BE USED AT THE
END OF ALL 8" SE'WERS 'WHERE MANHOLE DEPTH DOES NOT
EXCEED 4'-0" OR EXCEPT AS NOTED OTHER'WISE IN PLANS.
R/~
I
C.!. FRAME &. COVER
U.S. FOUNDRY &. MFG. 7
# 195'W OR EQUAL ~ C.!. FRAME &. COVER
~.--.,........,~~ I ~
~ ~ r.. ~ SEE
~..... ~, ." NOTE 2
CONCRETE OR fj ~ /!J ~ t
BRICK DROP
ENCASEMENT I ~ ~. DIA. ~ ~ ~ SEE NOTE 1 ~ ~
~ J!;1/ / / l'~ SEE TABLE ~ :
~ / .'.",.....J- TEE ~./" SEE NOTE 4 ____ t' / v v:.
~ SE\lE~ ~ ___ ~ GROUT ~ ~ --- ~ T.lP~,~~,: M~ ~
~~~~T I/~ A ~ SEE NOTE 1 ~1. DIA. . ~_
SEE I IrL0- ~ A /./1 ~ SEE TABLE ~
NOTE 6" '} l'V/ ____ _____ //J ~ 2"~~
NO.8 t ~ /i~ ================= J 8. ~~~ 1--6"
~. '..JL.:.a.. .~ r ---A.....- ~ ..a!..a... 1 'b · 0 'f' .~ r ---A.....- ~ ...a!---.
. .. ..... __. 0 ~ ,.,. . r r 0 .... ~. o'\,...
r/~o . 0 y 0 0 y 0 0 Yo" 0" 0 yo" 0 0 ~ 00 0 y 0 y 0 y 0 Yo. o~ 0 y 0 - 0/ t
' ~.. ~ - ~ r - r --t - r - r - r - r - r - . r - ), - r - r - r - r'" - r /"
TYPICAL / L J I '\..
{ } L-3/4" ROCK 6" MIN. DEPTH ~3/ 4" ROCK "#4 @ 8" D.C.
8" i~:~ 1~~ED~E~ESS OR AS DIRECTED EACH 'WAY 1 112"
12" SLAB 'WHEN MORE SECTION BY ENGINEER SECTION COVER OVER 'BAR MAT
THAN 12' DEEP
5. SUBMITTAL FOR APPROVAL SHALL BE MADE OF
PRECAST MANHOLE SHOP DRA'WINGS, MANHOLE
FRAMES AND COVERS, METHODS TO BE USED IN
SEALING, JOINING AND COATING MANHOLE
SECTIONS BEFORE CONSTRUCTION BEGINS.
NOTEl
_ 18' Min. L--
24' Mo.x.1 .
I
sidewo.lk ~ I 'Vr
~ ....,Y ,
r :~'> . ~, I'''' " /,,,~, " I ,," "/,,
I V///EY.hY I I
l ~~ ~'-t~" \~ ""cleo.nout
~~~/,(~/~' ~rrJ
30'-36' or o.s
Directed by / I ^-""
the City -
",7~~
ASSOCIA nON
O~NED AND
MAINT AINED
W
.-J
~
<[
......
~
<[
>
1. PRECAST 'WALL THICKNESS SHALL BE 6" FOR ALL
DEPTHS AND REINFORCED PER ASTM C-478 AND 'WITH
CONCRETE CONSISTING OF 4000 PSI AT 28
DA YS, TYPE II PORTLAND CEMENT.
2. ALL RISER UNITS SHALL HAVE A MINIMUM HEIGHT
OF 12" 'WITH THE CONCENTRIC CONE SET BET'WEEN
2 1/2" AND 14 112" BELo'W THE BOTTOM OF MANHOLE
COVER FRAME.
3. ALL TONGUE AND GROOVE JOINTS SHALL BE JOINED
AND COMPLETELY SEALED 'WITH RAM-NEC PER
ST ANDARD SPECIFICATION.
4. ALL INTERIOR AND EXTERIOR MANHOLE SURFACES
SHALL BE PREPARED FOR COATING AND COATED
'WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO
EP-214-351 EPOXI-MASTIC AS MANUFACTURED BY
PROTECTIVE COATINGS INC., PER CITY SPECIFICATIONS.
HOMEO~NER O~NED
AND MAINTAINED
6' Service Lo. tero.l
ANY VARIANCE MUST HAVE
~RITTEN APPRO V AL OF THE CITY
ENGINEER.
..0
I I
I I
~~~)
~-
~'P /
~~~~
I ,
I I
, I
, I
, I
I I
~I
'-'-'
TABLE
DIA.
FOR PIPES
24" &. UNDER
BELL ENTIRELY
ENCASED ~
MAl NT AIN JOINT ""-
FLEXIBILITY ~ ~ '"
" ,--
..... , --......,
( ------ -- , I~'-""'-~.j
(l. _____ __ \ \\......,~' ..:.I
......__ ,'1
--'
-- ---- --- )
__ ________ .CJ
6. GASKETED MANHOLE CONNECTORS SHALL BE
SUBMITTED TO PINELLAS COUNTY PRIOR TO USE,
FOR GROUTED CONNECTION USING PVC PIPE,
A SUITABLE ADAPTER REQUIRED.
7. "FLAT TOP" OR HORIZONTAL SLAB MANHOLE
TOPS ARE NOT PERMITTED ON 3' OR 4' DIAMETERS.
r~
~ A
ENCASEMENT SHALL BE ~
OF EITHER CONCRETE ~~
OR BRICK BONDED 'WITH
MANHOLE, 'WITH MORTAR
FILL AROUND PIPE
-- -------- )
__ ________ oCJ
8. AN OUTSIDE OR INSIDE PVC DROP CONNECTION IS
REQUIRED 'WHERE INLET IS GREATER THAN 2' ABOVE
MH INVERT. A FLUME SHALL BE CONSTRUCTED ON
DROPS 2' OR LESS ABOVE MH INVERT.
PLAN
DROP MANHOLE
PLAN
STANDARD MANHOLE
4'-0"
5' -0"
30" &. 36"
6'-0" 42" &. OVER
Lot
ST ANnAPn ~ II~I 1101 U A .. II-Inl ~ .D.EI.AIl
N.T.S.
,r/w line
~ c
0-
......:E
o
M.H.
r See Index No. 301
/
"-- So.nito.rv Lo. tero.l
(TypJ f'Sidewo.lk
~ -10'
~
I
PLAN VIE'W
~o. ter Mo.ln
PROFILE
I' A \lIT ARY L.A T~RAI
~
N.T.S.
3'
Curb~
/
1:~4
I--
I--
lo.yers of brick
j
I
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2' Joint in pipe entry
-
-
-
1:~Sicle Lot Line Lot
(TypJ
Approved bo.rrel joint seo.ls
o.re 'O-Rings' o.nd 'Ro.M-Necks',
Two continuous rings 0. t o.ll
joints.
2 Non-Penetro. ting
Pick Holes
Cl 0 Cl
Cl 0 Cl 0 Cl
ClOClOClOCl
OSANITARYO
o 0 Cl 0 Cl 0 0 ~c
o SE'WER 0 I
ClOClOClOCl
Cl 0 Cl 0 Cl
Cl 0 Cl
Concentric cone (Flo. t cover
on sho.llow Mo.nholes 0' to
4' depth)
%
~
V
I
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~
\..
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- I - 5' Min. wo.ll thickness
type II o.cid resisto.nt
I ceMent 4000 p.s.i.
\..1. ~ Grout fill opening with
V \ non-shrink Morto.r
~
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SOLID COVER
~~l
{{
Steel reinforceMent
4' Min.
Mo.in
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I ........... 8' pv~
I::::::::::::::::::::::::::::::::: ..ts....:.:.:.:.:.:..:.:.:.':..:.:/.z:..:.:.:..::.:..:.:.:.:.:.:.:.:.,:,:,:,
.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ':.f:'
L--__-+-_
flow Channel-.l
25 112' ..
I'I~~
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2' I ft Min.
I'
~
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I-- 29 1/2' -\
RING - SECTION
24'
-1~
t ~
T
2' joint in pipe entry
(Typico.D
Grout
P.V.C. pipe requires Mo.nhole
o.do.pter coupling by Flo
Control, Inc., or o.pproved
NOTES wo. ter stop coupling.
1. Drop required when 2' or over, 8' thick poured-In-plo.ce concrete
2. Mo.nholes sho.ll ho.ve o.n interior o.nd exterior coo.ting po.d (4,000 psi per c478
of 0. t leo.st two coo. ts of bituMo.stic blo.ck solution specifico. tions) Insto.lled under
300M o.s Mo.nufo.ctured by Koppers COMpo.ny, Inc. existing 8' so.nito.ry Mo.in prior to
or o.pproved equo.l. reMoving pipe through MH.
~eight 85 lbs.
SOLID COVER SECTION
NOTES Dr ~eight 120 lbs.
1. U.S. Foundry No. 117 Ring And BL Cover, Equo.l.
~ANIT ARY U A .. II ~nl r:-
IGHOll~~ rrL'" 1 IIUN DETAIL
(.I- Uti( U A "1I~nl r:- NO.3)
N.T.S.
~ A ..ITT ARY SEWER
UA"II~nl r:- COVER
N.T.S.
, ,
APR 1 .S 1005
RiCha~ ,~
It o3~3
.
PREPARED FOR:
SHEET DESCRIPTION:
THESE PlANS MAY NOT BE COPIED OR
MOORED WITHOUT WRITTEN PERMISSION
FROM GULF COAST CONSUL nNG. INC.
lOBNO. ". :~"l.. .....~'"
SOUTHPORT FINANCIAL SERVICES, INC.
25400 US 19 N., SUITE 154
CLEARWATER, FLORIDA 33763
GARDEN TRAIL
WATER & SEWER DETAILS
04-076
11
11
nRIGINp\
F.B. '" PO.
SHT.
RIOtARD D. HARRIS JIIOlI3
NOT VAUO UNlESS SIGNED .t EWBOSSED
BY A REGIS1ERED ENGINEER
GUlf COAST CONSUL TN;, 1Ne.
CER1If1CAlE OF AUllt0RlZA1lON No. 9n4
DATE:
REVISIONS
~~ 12/21 /04 OF
NO.
DATE
Garden Trail
IJ
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Residential Development
36" HIGH ORNAMENTAL METAL GATE
AND MASONRY POSTS
W/ STUCCO FINISH
AT EACH WALKWAY-
TYP, (10) LOCATIONS
CONDENSING
UNITS W/
LANDSCAPE
SCREENING-
SEE LANDSCAPE PLAN
ENTRY
CleanJJate0 J~'jon'da
30" HIGH PAINTED
WOOD FENCE
LOCATED 6" INSIDE
PROPERTY LINE
CONCRETE SIDEWALK TO
CONTINUE ACROSS ASPHALT
DRIVEWAY-SEE CIVIL
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,
SEMINOLE STREET
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REQUIREMENTS OF THE DESIGN GUIDELINES.
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CONDENSING 'I
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LANDSCAPE
SCREENING- .
SEE LANDSCAPE PLAN
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- CONDENSING
UNITS Wi
LANDSCAPE
SCREfI.lING-
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.-
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AT ALL UNIT ENTRANCES.
TRANSITION TO
30" HIGH FENCE
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-8 units per floor @ 3 floors
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-24 units total
-32 parking spaces
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20' DIAM, GAZEBO/
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1-
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-24 units total
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APR 1 5 2005
I
CONCRETE SIDEWALK TO
CONTINUE ACROSS ASPHALT
DRIVEWAY-SEE CIVIL
36" HIGH ORNAMENTAL METAL GATE
AND MASONRY POSTS
W/ STUCCO FINISH
AT EACH WALKWAY-
TYP, (10) LOCATIONS
36" HIGH PAINTED
WOOD FENCE
LOCATED 6" INSIDE
PROPERTY LINE
ELDRIDGE
S TR E E T
SITE MASTERPLAN
SCALE: 1 "=20'-0"
/
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SFS Garden Trail LLC.
AS-O I
Playhouse Square
1240 I lU'O'l HO<ld
Cleveland. Ohio 4411:)
North
S1te_~
Scale: 1 "=20'-0"
FORUM Architects, LLC
04.15.05
216 :363.0000 n1ain
216363199Lltax
ORiGiNAL
W\N\V forurl1;jrc corn
r;OOyr:g"t 2005
PLANTED DRAINAG
SWALE
North
C) Scale: 1"=16'-0"
.. -- --------- ---- ----------
--- --- ----
DECK
TERRACE
":1\ I
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"0 : .o~_.,
SITE SECTION
SCALE: 1 "=20'-0"
101
10
101
RESIDENTIAL UNITS
GARAGE
7 ---r----I\' .
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~ MEDIAN OF ROOF
~ELEV= +39'-3 1/2"
(40' ZONING MAX.)
~BonOM OF EAVE
~ELEV= +33'-8"
~THIRD FLOOR
~ELEV= +24'-4"
~SECOND FLOOR
~ELEV= + 13'-8"
~FIRST FLOOR
~ELEV= +3'-0"
_~ GRADE AT BUILDING
~ELEV= +0'-0"
~ SIDEWALK
~ELEV=-1 '-0" (+/-31.5')
~GARAGE
~ELEV=-7'-O"
AS-02
03.08.05
Garden Trail
Residential Development
Cleanvater, l~lorida
SFS Garden Trail LLC.
PlilyhoU08 Squure
1 ;,>40 Ifuron Hoad
Cleveland, O'lio 44115
FORUM Architects, LLC
2163630000 main
:::'16.363 1990 fox
IV\WI forUfT'Hrc corn
cOPYright 2005
23'-6"
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A 1-00
04.15.05
Garden Trail
Residential Development
Clean.vate0 I~'lorida
Key Facts
32 Parking Spaces Total
(48 including tandem spaces)
27 Storage Units
APR 1 .5 2005
SFS Garden Trail LLC.
Playhouse Square
1 ?40 Iluro,,! HORd
Cleveland, Orlio 44115
FORUM Architects, LLC
216363.0000 main
2163631990 fax
OR\G\NAL
wwwforurllarc corn
COPYright 200S
Garden Trail
i \
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Residential Development
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ENTRANCE
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Type A-
Type 81 -
Type 82 -
Type C 1-
I ,686 square-feet
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1 ,504 square-feet
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18'-0" X 10'-0"
DECK
18'-0" X 10'-0"
DECK
16'-6" X 8'.0"
DECK
16'-6" X 8'-0"
1,642 square-feet
1 ,563 square-feet
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'HOME OFFICE! DEN ~
16'-6" X 9'-6" ~
MASTER
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~/\ ~/
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v/ 16'-6" X 9'-6"
@
~
C8
D
D
C8
Type C2 -
1 ,743 square-feet
UP
.
UNIT 5- TYPE 81
UP
.
UNIT 3- TYPE 81
D
~DD
LIVING/DINING ROOM
18'-0" X 27'-6"
LIVING/DINING ROOM
18'-0" X 27'-6"
[--J
DD~
BEDROOM ~
11'-0" X 12'-9"
C~:~
BEDROOM
11'-0" X 12'-9"
~:
LINEN
WID
LIVING/DINING ROOM
16'-0" X 25'-9"
UNIT 7- TYPE A
nnn
:1_'...1
KITCHEN
18'.0" X 9'-4"
LN
LN
UNIT 1- TYPE A
(-) n (j
LIVING/DINING ROOM
16'-0" X 25'-9"
.
.
ON
STAIR #1
BEDROOM
11'-0" X 13'-2"
[D~~
."" (-----'
-"" (
( -
;./
ON
STAIR #2
BATH C)) "
. (}':J BATH
j'
~
WALK-IN
CLOSET
WALK.IN
CLOSET
BEDROOM
I
"i
6'-6" X 10'-4"
6'-6" X 10'-4"
11'.0" X 13'-2"
KITCHEN
18'.0" X 9'_4"
.(lt~ATH
6'-2" X 10'-
BATH:: t) .
'-2" X 10'-4"
I) /~
. ( I r')
~
10
II
" ~
-1- -1-
-1- -1-
".----.~ .
MECH.
MECH.
-J
MASTER
ATH
12'.3' X 13'.0"
MASTER
BATH
12'-3' X 13'.0"
'(l~
-
~\.
I,,,,,-'()
/
KITCHEN
11'.0" X 9'_6"
"
LAuNDRY " KITCHEN
'11'.0" X 9'.6"
LAUNDRY
MECH,
MECH,
WALK-IN
CLOSET
MASTER,
BATH
./-.
( , \13'-0" X 11'-4"
~.; 1_,_
MASTER
BEDRCOM
15'-0" X 12'-6"
WALK-IN
CLOSET
, MASTER
BATH
13'-0" X 11'-4" ,
( .)
MASTER
BEDROOM
r~
.!!.
f)
15'-0" X 12'-6"
~OO~
@jDD@]
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^
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CORFlIDOR
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-,-
-,-
-,-
. ~
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(' , 1/
-,-
"
. "
\
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WALK-IN
CLOSET
MASTER
BATH
MAST~R
BEDROOM
MASTER
BATH
13'-0" X 11'-4" ...-,r'
MASTER
BEDROOM
15'-0" X 12'-6"
WALK-IN
CLOSET
TELElDATA
TRASH
ROOM
13'.0' X 11''-4".
15'.0" X 12'-6"
KITCHEN
11'-6" X 9'_1 A"
LAUNDRY MECH. MECH.
KITCHEN
11'-6" X 9'-10"
MECH. MECH.
LAUNDRY
MAIL
ROOM
'l~
\/
I::')
. I
.
j i
.(l~
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i \'
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UUU
UNIT 4- TYPE C1
~,
UUU
UNIT 6- TYPE C1
..L
[ .
--~.
LINE I
LINEN
I ~I
'(l~ATH
6',2" X 1 0'-
KITCHEN
18'-0" X 9'-4"
BAT~{
~I...x
'.2" X 10'-4"
KITCHEN
18'-0" X 9'-4"
8,_:~T~_5" II 4
BATH
j
;'" 'I 8'.6' X 9'.5'
'l=-) MASTER
. \ y/ BATH
12'-9' X 9'-0"
j-. (
MASTER ('" t)
BATH "< .
~ -
( ", 12'-9' X 9'-0'
'-\ ' -j
I
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BEDROOM
11'-0" X 13'-2'
; 'I
BEDROOM
~
\
, /
I ! II
I ~I
-'::::-::-:"1
!:.
1
Il~,
(,JU U
UNIT 2- TYPE A
I
..
11'-0" X 13'-2"
~
WALK-IN
CLOSET
-()
~
!..
1
LIVING/DINING ROOM
19'-6" X 25'-8"
DO
D
m~
LN
, I
~.
l I
LINEN ~ c:::::::cJ ~
LOBBY
WALK-IN
CLOSET
WID
BEDROOM
13'-0" x 12'-4" C8
WALK-IN
CLOSET
BEDROOM
LINEN
@
D
E
[~m
()
13',0" X 12'_4"
~
D
D
C8
~
LIVING/DINING ROOM
18'-0" X 27'-6"
LIVING/DINING ROOM
18'-0" X 27'-6"
oDD
fO [J
~m
HOME OFFICE/DEN ~
. 16-6'X9'-6D [0] \)
/'J" HOME OFFICE/ DEN
I'::'. ,''\ .16'-6" X 9'-6" .-
; ') \/ \ .
"~~~
ODD
LJD
m~
,-
MASTER MASTER
BEDROOM BEDROOM
14'-0" x 12'-10" 14'-0" x 12'-10"
DECK
20'-0" X 8'_0"
DECK
20'-0" X 8'-0"
i
I
I
I
I,
l-
DECK
18'-0" X 10'-0"
DECK
18'-0" X 10'-0"
. .
. .
,
I
III ; .(
r.'
...
.. ENTRANCE II
.. .
.
.
~ ...!:;..
,
.oe
"
('l
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4
1
1
I
<:>
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SFS Garden Trail LLC.
Eldridge Street
A 1-0 1
Playhouc;e Squwe
1240 Iluron Hoad
Cleveland, Ollio 44115
North
(r\ Scale: 1/8" = 1 '-0"
~__~_._,__m______
FORUM Architects, LLC
03.08.05
~<16 363.0000 main
216363 W90 fat
WWW.lortjrTlcHC corn
copYilght 200tJ
North
C)
II
BEDROOM
11 '-0" X 13'-2"
"
~~
BEDROOM
11'-0" X 13'-2"
Scale: 1/8" = 1 '-0"
.
DECK
18'-0" X 10'-0"
HOME OFFICE/ DEN
16'.6" X 9'-6"
LINEN
MASTER
BEDROOM
15'.0" X 12'-6"
MASTER
BEDROOM
15'-0" X 12'-6"
LINEN
DECK
18'-0" X 10'-0"
.
WID
BATH:::: () .
'.2" X 10'-4"
WALK-IN
CLOSET
WALK-IN
CLOSET
BAT~t)'
-~;
'-2" X 10'.4"
WID
HOME OFFICE/ DEN
16'-6" X 9'-6"
LIVING/DINING ROOM
18'-0" X 27'-6"
UNIT 9- TYPE A
-j
~il
KITCHEN
18'.0" X 9'-4"
- - I
,
(""" "
",,-:,(1
MASTER
BATH
13'-0" X 11'-4" /.-
i'
-,-
, /
_to- _/
-.-
-1- ,'~.
\. \,
\' 'i
MASTER '--z..
BATH
13'-0" X 11'-4"
rti
""" '
KITCHEN
18'-0" X 9'-4"
oj
:,~
UNIT 10- TYPE A
LIVING/DINING ROOM
18'-0" X 27'-6"
UP
.
"
i
"
v,
.
ON
STAIR #1
MECH.
MECH.
MECH. MECH.
I r
I
, :'1
I BATH
(~I I 8'-6" X 9'-5"
BEDROOM
12'-0" X 12'-5"
BEDROOM
11'-0"X12'-7"
. (~~ BATH
6'-7" X 10'-0"
.
LINEN
......,
LAUNDRY KITCHEN
11'-0" X 9'-6"
r(\
~I
LAUNDRY
L'
.
DECK
16'-6" X 8'-0"
UNIT 11- TYPE 82
LIVING/DINING ROOM
16'-2" X 25'-9"
-...,'
KITCHEN
11'-6" X 9'-10"
,
l_ ..'
UNIT 12- TYPE C2
i i
LIVING/DINING ROOM
21'-6" X 25'-8"
MASTER
BEDROOM
15'-6" X 14'-6"
LINEN
WALK-IN
CLOSET
-1-
-1-
MASTER
BATH
15'-6" X 8'-4"
'~--
() (~\
HOME OFFICE/ DEN
15'-6" X 9'-6"
STOR.
TELE!DATA
i I
~ ! '
rt)
--
MASTE .
,BATH J
"( 9'-3" X 13'.0" i'
:( J
HOME OFFICE!
DEN
10'-0" X15'-0"
MASTER
BEDROOM
15'-6" X 14'-6"
.
.
DECK
16'-6" X 8'-0"
UNIT 13- TYPE 82
BEDROOM
11'-0" X 12'-7"
BATHC't) .
6'-7" X 10'-0"
LAUNDRY
LAUNDRY
(1)
J. .\~
UN
UP
.
LIVING/DINING ROOM
WALK-IN
CLOSET
LIVING/DINING ROOM
16'-2" X 25'-9"
-1-
MASTER
BATH
15'-6" X 8'-4"
-~.
HOME OFFICE/ DEN
15'.6" X 9'-6"
OPT. SHELVING
CORRIDOR
,
";'i1
TRASH
ROOM
JANITOR
o
(l:J
. MASTE
, BATH
, ~'.3" X 13'-of
,
HOME OFFICE!
DEN
10'-0" X15'-0"
-I ~
" LN LN"
MASTER
BEDROOM
11'-6" X 16'-0"
MASTER
BEDROOM
11 '-6" X 16'-0"
WALK-IN
CLOSET
WALK-IN
CLOSET
, --'\.
/
KITCHEN
11'-0" X 9'-6"
KITCHEN
11'.6" X 9'.10"
,
,
l; :'"
UNIT 14- TYPE C2
LIVING/DINING ROOM
21'-6" X 25'.8"
DECK
16'-0" X 8'-0"
.
18'-0" X 27'-6"
'1:: :1 j
:
,
:1: 'r
'Ii
UNIT 15- TYPE A
'~':~,
.
ON
STAIR #2
KITCHEN
18'-0" X 9'-4"
MECH.
'(l~
MECH.
, MA$TER '
BATH
C . '':) 31_~' X 11 '_4' .
"-...:: / '.c.,~.' ',~,.:;
/) '.
(~ ' MASTER
BATH
13'-0" X 11 '.4"
MECH. MECH.
I~ 1
: II I
.Il::;>
BATH
KITCHEN
18'-0" X 9'-4'
.:J
8'-6" X 9'-5" \ ;'
._J:
,
WALK-IN
CLOSET
UNIT 16- TYPE A
II
BEDROOM !
, "
I '
12'-0" X 12'-5"
, I
LIVING/DINING ROOM
18'-0" X 27'-6"
.
DECK
18'-0" X 10'-0"
HOME OFFICE/ DEN
16'-6" X 9'-6"
'!:!JJ2
LINEN
MASTER
BEDROOM
15'-0" X 12'-6"
MASTER
BEDROOM
15'-0" X 12'-6"
LINEN
HOME OFFICE/ DEN
16'-6" X 9'-6"
.1
BEDROOM
11 '-0" X 13'-2"
BEDROOM
11'-0" X 13'-2"
Ii T I
.
.1/ \
r:'
.(l~ATH
6'-2" X 10'-
, ,
"
-!.'
WALK-IN
CLOSET
'1' ,
WALK-IN
CLOSET
"
" ,
_,il
'(l~ATH
6'~2" X 10'-
j.
T\:., /'
WID .
-r--- '
DECK
18'-0" X 10'-0'
.
!:
.'1
I,
CondominiUD1-
: A 1-02
03.08.05
Garden Trail
Residential Development
Key Facts
Type A -
Type BI -
Type B2 -
Type C 1-
Type C2 -
Cleanvater, I~lorida
I ,686 square-feet
1,504 square-feet
1,642 square-feet
I ,563 square-feet
1,743 square-feet
SFS Garden Trail LLC.
Playhouse Squme
1 ?40 I luron Hoad
Cleveland, Ohio 44115
FORUM Architects, LLC
2163630000 mnin
216.363 1990 f3X
WWW.lorurr'HrC curn
copyright <,00t>
___J
o
FENCE AROUND
POOL DECK
o
o
POOL DECK
POOL
WOOD TRELLlS/
SUNSCREEN
o
o
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f\
--l
-- -l
North
C)-
Scale: 1/4" = 1'-0"
l
~ --=- --=- --=- --=- --=- --=- --=- --=- -.=... --=- --=- --=- --=--=- --=- -=---=- --=- --=--~
II '\ .
II
PLANTED AREA
o
II
II
II
II
II
II
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1- _ _ _ _ _-\
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PLANTED AREA
1-
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/ 8'-2" x 8'-7"
/
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MEN'S
TOILET
~l_
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STORAGE
12'-0" x 8'-7"
,
J.
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'............
48" HIGH GATE AND FENCE
/
/
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/ COMMUNITY
/ ROOM
/ 26'-7" X 25'-0"
/ I
f---------------------~
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12'-0" x 8'-7"
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SIDEWALK
A 1-03
03.08.05
Garden Trail
Residential Development
C/eanvater, I~lorida
SFS Garden Trail LLC.
Playhouse Square
1 ?40 I furon Hoad
Clevela'ld, Ohio 4411:\
FORUM Architects, LLC
216.3630000 mOrn
::'16:363 1990 fox
\WNlllJrUIT'fj[(;corn
copyright 2005
Scale: 3/32"=1 '-0"
Garden Trail
STANDING SEAM
GALVALUM ROOF (lYP.)
Residential Development
CEMENT-BOARD SIDING (lYp,)
4'-10" (EAVE OVERHANG-TYP.) , -------------- ~
I I 2'-8"
..... ..... -------- I~ --------------- ---------
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en
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ENTRANCE CANOPY WI
STUCCO FASCIA AND SOFFIT
G Eldridge Street Elevation-Looking North
SCALE: 3/32"= 1 '-a"
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SCALE: 3/32" = 1 '-0"
II
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Key Plan
Condominium Elevations
~
\ /
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\ \
A2-0 I
03.08.05
Cleanpater, r-j'jorida
~
SFS Garden Trail LLC.
Playhouse Square
1240 Iluro'l HOild
Clp.veland, Ohio 44115
FORUM Architects, LLC
2163630000 main
216.3631990fax
www forUfTl<-.1rc corTl
copynght200!)
-----------
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SCALE: 3/32" = 1 '-0"
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03.08.05
Garden Trail
Residential Development
--------
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[
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SFS Garden Trail LLC.
Playhouse Square
1 ;'>40 Ilu'o'l HOild
Cleveland, Grlio 44115
FORUM Architects, LLC
2163630000 rnain
216.3631990 leV
www forurnarc corn
copyrlqht 2000
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Residential Development
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A2-03
03.08.05
C/eanJJatet) F'/017'da
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SFS Garden Trail LLC.
Playhouse Square
1?40 Iluro'l Hoad
Cleveland. mlio 44115
FORUM Architects, LLC
2163630000 main
2163631990 fax
wW'N.forUrllarC com
COPYflqht 200:'>
Garden Trail
Residential Development
Cleanvater, I~lorida
II Key Facts
I st Floor - 752 square-feet
LIVING ROOM 2nd Floor - I , 180 square-feet
20'-0" x 15'-10"
TOTAL- 1,932 square-feet
STAIR I 1c:JD ]
II PORCH
26' X6' UP KITCHEN
.
15'-4" X 9'-0" Key Plan
CLOSET
DINING ROOM
13'-0" x 12'-0"
II
II
ENTRY
1( \-
GARAGE
22'-0" X 19'-0"
BUILT-IN
ENTERTAINMENT CENTER
POWDER
ROOM
4'-6" X 5'-4"
UNIT A
FIRST FLOOR
SCALE: 1/4"= 1'-0"
'J . ,~'" ~ ~ .w.. rt....' J ~ ," I......: A
ROOF BELOW
BEDROOM #3
13'-3" X 12'-0"
-~ - - ~- - I
I
I
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I
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CLOSET
BATH #2
10'-0" X 7'-1"
,:~
BEDROOM #1
15'-8" X 13'-0"
LAUNDRY
BEDROOM #2
17'-7" X 11'-8"
rl
HALL
STAIR
ON
I
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CLOSET
-z,
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BATH #1
6'-0" X 15'-6"
UNITA
SECOND FLOOR
SCALE: 1 /4"= 1'-0"
SFS Garden Trail LLC.
A6-0 I
Playhouse Souwe
C)
Scale: 1/4 "=1 '-0"
Townhome - Type IIA", Floor Plans
1240 Iluron !-load
Cleveland, Ohio 44115
North
03.08.05
FORUM Architects, LLC
216 363 0000 ITlil!'l
2163631990 filx
WWW.IOldITlHlC corn
copyright 200~
1--1
North
C9
Scale: 1/4"=1'-0"
- - --- -- - - - - I
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I
I
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-
LIVING ROOM
12'-6" x 17'-6"
DINING ROOM
13'-1" x 13'-6"
KITCHEN
10'-0" X 13'-8"
UP.
PORCH
ENTRY 01
r WALK-IN
CLOSET
POWDER
ROOM
4'-6" X 5'-11"
STAIR
up.
UNITB
FIRST FLOOR
SCALE: 1 /4"= 1 '-0"
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I
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I
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I
I
I
I
BATH #1
5'-9" X 13'-3"
BEDROOM #2
11'-0" X 12'-6"
DECK
BEDROOM #1
13'-6" X 12'-6"
WALK-IN
CLOSET
~ 1
1_ _I
BATH #2
7'-1" X 6'-10"
5'-11" X 7'-0"
,
iLAUNDRY
SITTING ROOM
10'-0" X 7'-2"
STAIR
-----oN
,/ \,
UNITB
SECOND FLOOR
SCALE: 1/4"= 1'-0"
GARAGE
19'-0" X 20'-0"
TRELLIS ABOVE
I
I
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A6-02
CONDENSER
\
STORAGE
n
03.08.05
Garden Trail
Residential Development
Cleanvater, l~lorida
Key Facts
I st Floor -
787 square-feet
2nd Floor -
787 square-feet
TOTAL -
1,584 square-feet
Key Plan
SFS Garden Trail LLC.
Playhouse Squme
1240 Iluron Hoad
r;levela'lo, Orlio 4411fi
FORUM Architects, LLC
216.3630000 moin
216 :3631990 fox
WWW IOIlJrr1cHc.com
copyright 2005
II
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GARAGE
19'-0" X 22'-0"
KITCHEN
11'-0" x 8'-8"
0"
CP
PATIO
GJG
LIVING ROOM
15'-0" x 13'-2"
--
DINING ROOM
15'.0" x 10'-0"
II
POWDER
ROOM
CLOSET
HOME OFFICE/ DEN
13'-0" X 7'-0"
PORCH
PANTRY
_L_
STAIR
UP -
'.,
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UNITC
FIRST FLOOR
SCALE 1 /4"= 1 '-0"
BATH #1
8'-6" X 8'-5"
____1-
I
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CLOSET I
I
I
I
I
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I
I
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I
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CLOSET
BEDROOM #1
13'-0" X 19'-0"
BEDROOM #3
15'-0" X 12'-10"
BEDROOM #2
DECK
13'-0" X 11'-0"
BATH #2
10'-4" X 7'-8'
.--0=-
22'-10" X 8'-0"
,( )\
J
DECK
LN
12'-0" X 7'-0"
CLOSET
WALK-IN
CLOSET
6'-3" X 7'-6"
.._____~~~__J
LAUNDRY
STAIR
-ON
HALL
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UNITC
SECOND FLOOR
SCALE: 1 /4"= 1'-0"
North
C) Scale: 1/4"=1'-0"
~ - - -- -------- --
-- - ------------ -
- -------
A6-03
Townhome - ~e "e" , EIoor_~
03.08.05
Garden Trail
Residential Development
Cleanvate0 l~'1orida
Key Facts
I st Floor -
872 square-feet
2nd Floor -
I ,236 square-feet
TOTAL -
2, 108 square-feet
Key Plan
SFS Garden Trail LLC.
Playhouse Squwe
1240 Ilu'orl Hoad
Cleveland, O~lio 44115
FORUM Architects, LLC
2 16 363 0000 miJlrl
216 :3631990 h<
W..VW f01urnHTc corTi
copyright 2005
./-
7'-3" X 4'-0" I: )
~
,MECH.
KITCHEN
13'-6" x 9'-0"
LIVING ROOM
14'-4" x 15'-6"
fGEUj
~"
STAIR
UP
.
DINING ROOM
13'-6" X 12'-4"
CLOSET
PATIO
ENTRY
PORCH
II
\ I
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to------.J
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1- ~.-.', ~, . "
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UNITD
FIRST FLOOR
SCALE:1/4"= 1'-0"
LAUNDRY
BATH #2
12'-4" x 5'-0"
DECK
11'-6" X 7'-0"
BEDROOM #3
14'-4" x 11'-10"
f '~I
CLOSET
~
STAIR
ON
.
DECK
, ,\ .' f, .. ~ ,1.:.Jt, . ,j ~ ,
8'-0" X 6'-8"
BEDROOM #2
12'-4" X 10'-7"
--
UNITD
SECOND FLOOR
SCALE:1/4"= 1'-0"
North
C9-
S I /" , "
ca e: 1 4 =1-0
CLOSET
ON.
GARAGE
19'-0" X 22'-0"
1 I
1_-,
'. 1
, ~--;------
Q
A6-04
03.08.05
Garden Trail
Residential Development
Cleanvater, l~lorida
Key Facts
I st Floor -
802 square-feet
2nd Floor -
I , 168 square-feet
TOTAL -
I ,970 square-feet
Key Plan
SFS Garden Trail LLC.
Playflouse Square
1240 Iluron l10ad
Cleveland, Oflio 4411!'i
FORUM Architects, LLC
2163630000 main
::'16.363 1990 fax
,WOJW forurTifm; corn
r;QDyright 200b
T
J
STAIR
up.
STOR.
POWDER
ROOM
5'-9" X 5'-11"
L
PORCH
ENTRY a=:
'I( \
CLOSET
i'
I
-ffi --
II
HOME OFFICE/ DEN
11'-1" X 13'-2"
LIVING ROOM
12'.6" x 16'-0"
KITCHEN
8'-0" X 13'-2"
BUILT-IN
ENTERTAINMENT CENTER
DINING ROOM
14'-0" X 13'-6"
UNITE
FIRST FLOOR
SCALE: 1 /4"= 1 '-0"
I I
ROOF BELOW
$TAIR
ON
'\ )/
BATH #2
7'-1" X 9'-6"
I I
~ - -'
I
. < ~'.:~~r'
SITTING ROOM
7'-1" X 10'-0"
1;;';d~
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..
LAUNDRY
WALK.IN
CLOSET
5'-11" X 7'-0"
BEDROOM #2
BEDROOM #1
12'-0" X 12'-6"
11 '-0" X 12'-6"
BATH #1
5'-9" X 13'-3"
CLOSET
UNITE
SECOND FLOOR
SCALE: 1/4"= 1 '.0"
North
C9
S 1 /" , "
ca e: 1 4 =1-0
o
o
0&
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PATIO
, :', ,I>
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EAT-IN AREA
7'-3" X 8'-5"
----~._~ ..
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IJ'
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/,' i ,~ .
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--~-----:- \'
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,
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19'.0" X 20'-0"
- \ . \t,
- ------..---T---
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STORAGE
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~
A6-0S
03.08.05
Garden Trail
Residential Development
Cleanvater, l~lorida
Key Facts
I st Floor -
I ,000 square-feet
2nd Floor -
787 square-feet
TOTAL -
1,787 square-feet
Key Plan
SFS Garden Trail LLC.
Playhouse Square
1240 I furor\ Hoad
Clnvela'ld. Ohio 44115
FORUM Architects, LLC
;:> 163630000 main
2163631990 fax
WWW.IOlurr:nrccorTl
copyright 200b
II
II
II
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UNITF
FIRST FLOOR
SCALE: 1 /4"= 1'-0"
~--"-...-. --. -~------------_.._-
I r-----
ROOF BELOW
N orlh
rl\ Scale: 1/4"=1'-0"
~______ u_______
CLOSET
STAIR
---up .
POWDER
ROOM
n
~
CLOSET
3'-4" X 8'-1"
oc:=
KITCHEN
9'-6" X 14'-2"
LIVING ROOM
15'-0" x 16'-10"
WGJ
PANTRY
ENTRY
HOME OFFICE/ DEN
8'-1" x 11'-9"
BUILT-IN
ENTERTAINMENT CENTER
DINING ROOM
11'-6" x 14'-2"
PORCH
II
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d
--~--------~
h=_
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-- --
I - -=-=-
I WALK-IN
I CLOSET
I 6'-4" X 5'-9"
I
I
LAUNDRY
BATH #1
12'-4" X 5'-9"
.
STAIR
ON
HAll
-~--===r
-----~
BEDROOM #2
14'-1" X 13'-7"
BEDROOM #1
15'-10" X 12'-5"
<"$
CLOSET
CLOSET
BATH #2
8'-3" X 5'-7" /- I:)
::eo- .
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,~'\'~:~"~~". ,~, ,:r~ .,..........' ..J.~~
BEDROOM #3
10'-0" X 9'-10"
UNITF
SECOND FLOOR
SCALE: 1/4"= 1 '-0"
EAT-IN
AREA
9'-5" X 7'-3"
PAllO
DECK
1."1 '~,
--..---+----....:---
.. ,
ON. '_
GARAGE
19'-0" X 22'-0"
~ .
,.,. , . \~
-~
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ROOF BELOW
A6-06
Iow
03.08.05
Garden Trail
Residential Development
Cleanvater, I~'1orida
Key Facts
I st Floor -
I ,065 square-feet
2nd Floor -
933 square-feet
TOTAL-
1,998 square-feet
Key Plan
SFS Garden Trail LLC.
Playhouse Square
1240 I Juron Hoad
Cleveland, Ohio 4411!l
FORUM Architects, LLC
216.363 0000 malll
2163631990 fax
www IO'UrTlH'Cr;UrTl
COPYright 2005
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West Elevation - N. Garden Avenue
South Elevation - Eldridge Street
o 8
Scale: .v32" = 1'-0"
16
32 fiet
Garden Trail Residential Development
Clearwater, ~7orida
Building Elevations
03.08.05
PldyliOUS{: SqUCirt:
1?1CJ HUll )11 HO'Jli
Clreveldl1(! 01 "o4:)! 1:)
SFS Garden Trail LLC.
FORUM Architects
?1fi :3(,] flOOO l11d'l
:'1(, :36:j 1990 1.1>
lilf()I\:,!ur\JrTl:HC CO TI
Copyright 2004