FLD2003-09046, PLT2003-00011
FLD2003-09046
181 BRIGHTW ATER DR
OGERSBEACHDEVELOPMEN
PLANNER OF RECORD: BSB
ATLAS # 276A
ZONING: T
LAND USE: RFH
RECEIVED: 09/24/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
-.), ..-' .
PL T2003-000 11
181 BRIGHTWATERDR
Date Received: 09/24/2003
GTE LEISURE CORP.
ZONING DISTRICT: T
LAND USE: RFH
ATLAS PAGE: 276A
RECEtVED
,
SF.:P 2 L1 iUU3
PLANN~NG D~?ARTb:E~~T
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SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
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BRIGHTWAT
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LB 6928
= DENOTES WOOD POWER POLE
= DENOTES GUY WIRE & ANCHOR
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
FOUND PINCHED IRON PIPE
= RADIUS
= ARC DISTANCE
= CHORD BEARING
= DELTA
= OFFICIAL RECORDS BOOK
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= DEED
= FOUND
= LOWEST FINISH FLOOR ELEVATION
= WATERMETER
= RECLAIMED WATER
= BACKFLOW PRE VENTER
= LIGHT POLE
= IDENTIFICATION
= SET PARKER KALON NAIL & DISK
= FOUND PARKER KALON NAIL & DISK
= LICENSED BUSINESS
= CONCRETE
REVISION
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LB 6928
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29,3'
R-925.00' A-1J6
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DRIVE
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LOT 20
LOT 22
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18,9'
CONC,
CURB
CONC,
POOL
PUMP
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SPKND
LB 6928
!...L t /
2.5'
INV .EL, -0, 91
WATER WAY
BY:
ORLEANS" LLC
LOTS 20 Ie 21
BAYSIDE SUBDIVISION No.2
FOR'
ROGERS BEACH DEVELOPMENT. INC.
P.O. BOX 878
CRYST AL BEACH. FLORIDA 34881
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND PLANNERS BOUNDAR Y &:
8018 OLD COUNTY ROAD No. S4 TOPOGRAPHIC
NEW PORT RICHEY. FLORIDA 348S3
OFFICE' 727-834-8140 FAX' 727-834-81S0 SUR VEY
LB 6928
LAST~~ATE OF ,1IELD 'rOM; I>.U~~ST 14. 2003
./----.", ,!, '~/
,,:d-- l'\. ./_"" ' 08/15/03
BRJUCE A. KLEIN; psJ~j. 52 . ,--
FLORIDA REGISTERED SURVEYOR,
NOT VALID WITHOUT THE SIG~ATURE AND ORIGINAL RAISED
SEAL OF A FLORID~ LICENSED SURVEYOR AND MAPPER
SCALE: 1" =20'
DRAWN BY: BAK
CHECKED BY: XXX
JOB No. : 030111.2
SHEET No.: 1 OF 1
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40
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FPKND
~928
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST.
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCERIBED AS FOLLOWS:
LOTS 20 AND 21 OF "BAYSIDE SUBDIVISION No.2". ACCORDING TO THE MAP OR
PLAT THEREOF. AS RECORDED IN PLAT BOOK 27, PAGES 32-33, OF THE PUBLIC
RECORDS OF PINELLAS COUNTY. FLORIDA. BEING FUTHER DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21: THENCE SOUTH 14031'57"
WEST, ALONG THE EASTERLY LINE OF SAID LOT 21, A DISTANCE OF 110.00 FEET TO
A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING
A RADIUS OF 815.00 FEET, (THE AFORESAID COURSE BEING RADIAL): THENCE NORTH-
WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT. AN ARC DISTANCE OF 120.01
FEET. A CHORD BEARING OF NORTH 79041'09" WEST AND A CHORD DISTANCE OF 119.90
FEET TO A POINT ON A NON-TANGENT LINE. SAID LINE BEING THE WESTERLY LINE OF
LOT 20: THENCE NORTH 06005'45" EAST. ALONG SAID WESTERLY LINE. A DISTANCE
OF 110.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 20, (THE AFORESAID LINE
BEING RADIAL). SAID POINT BEING ON THE ARC OF SAID CURVE CONCAVE TO THE
SOUTHWEST, HAVING A RADIUS OF 925.00 FEET, SAID CURVE ALSO BEING THE SOUTHERLY
RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE: THENCE SOUTHEASTERLY, ALON THE ARC
OF SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 136.20 FEET. A CHORD BEARING
SOUTH79041'09" EAST. A CHORD DISTANCE OF 136.08 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.324 ACRES MORE OR LESS.
LEGEND:
1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER
DRIVE. ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF
NORTH 66022'55" WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929 MEAN
SEA LEVEL = 0.00.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155, BRASS DISK IN
CONCRETE MEDIAN, STAMPED LP-15, ELEVATION = 4.981.
4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY
BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD. LB 6928 UNLESS
OTHERWISE NOTED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0007 D
FLOOD ZONE: ZONE AE (EL. 11 )
REVISED MAP DATE: AUGUST 19. 1991
PEOPLES BANK
VILLA DEL SOL OF CLEARWATER BEACH. LLC
RICHARDS. GILKEY. FITE. SLAUGHTER. PRATES I & WARD. P.A.
STEPHEN G. WATTS. P.A.
AMERICAN PIONEER TITLE INSURANCE COMPANY
FIELD BOOK:
PAGES:
25-35
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I
/f VARIEGATED CONC BARREL TILE ROOFING
119'.4" 6:12 ROOF PITCH \\
~ ~ ~ ~ / ~ ~ ~- '\
~ ~ ~-bLEV/SPIRAL~ ~ ~~
W'1.IJk. ~ ~ 41'-0". UP OF CI CU A . UK
~ I I ~ I
,/ -. ~
, STAIR ROOF
ACCESS "----- ~
I , .4 34'-0" MID POINT OF MAN
~ ~ 32'-0" TOP OF ROOF DEe
~ ~O 0 m m o 0 :;:::;;
1/
II - II
1_. - ,- - MW
CREAM STUCCO ON ALUM. PGT OR EQ. ~ 20'-2" 2ND LIVING FLOOR
CONC BLOCK (TYPo) ~ IMPACT RES. WINDOWS"
\
;::; fOlor ~
fOl fOl~ III II - /....
- l-
II 1m 100 I D .~ [(II I~ . It
r ~ 9'-2" 1 ST LIVING FLOOR
.------.... ...-----... .- -. ...-----... --- - - 15.67' NGVD
r-- II
EEEHE EEEHB ~ EEEHE EFEHE EEEHB ~ BASE FLOOD ELEVATION
1-- 'f 11.0' NGVD
I
~
'- ~ 0'-0" GARAGE
6.5' NGVD
.
CD
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SARD ROO
K
181 Brightwater Drive
Clearwater Beach, Florida
NORTH ELEVATION
1/8" = 1'-0"
64'.0"
64'.0"
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WEST ELEVATION
1/8" = 1'-0"
1/8" = 1'-0"
113'.4"
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NOTE ALL UNITS ARE (3) BEDROOM AND (3) BATH
BUILDING BASE SF = 6,564
SITE PLA~ ~?p~OVED /
CASE # ill2003 -V'f04--t:J
CASE TYPE FiD
DRe DATE ~:10.-2.DO!>
CDBDNE~~
~i,GNATURE
DATE 1;I.-I1-U oo~
COND FLOOR AREA
UNIT 1 AND 6
UNIT 2 AND 5
UNIT 3 AND 4
2,559 SF
2,136 SF
2,280 SF
GARAGE
1002 sf UNIT 1 & 6
984 sf UNIT 2,3,4,5
C-1
1 OF 4
20F4
30F4
40F4
L-1
IR-1
P-IOF1
P-20F2
ELEVATIONS, COVER SHEET
SITE PLAN
DRAINAGE AREA
PAVING
WATER, SEWER, MISC SITE DETAILS
LANDSCAPE PLAN
IRRIGATION PLAN
PRELIMINARY PLAT COVER SHEET
PRELIMINARY PLAT
BALCONY, PORCHES,
GARAGE ENTRY 304 SF
TOTAL BUILDING
SQUARE FOOTAGE 21,600*
*
not including roof top decks
SOUTH ELEVATION
1/8" = 1'-0"
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BRIGHTW A
50' RIGHT~~~lV fyRIV E
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/ CONNECTION DETAIL
n ,0 --__n BELOW
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8"X6" WYE
CONNECT TO
EXIST, 8" SAN,
SEWER (TYP,)
./
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n _ _-.{!~j~
50 .NO LG GQ2B t
B"
12" ADS DRAIN BASIN
W/STD, GRATE (H-20)
TOP 5,50
INV. 4,40
6" PVC SAN,'
LATERAL <<>> 1,00%
MIN, (TYP,)
,;
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/, :-: I ) I
'( ,.
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,
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7 L,F.-8"
ADS (N-12) 00,40%
TYP. BETWEEN DRIVES
12" L.F,-8"
ADS DURASLOT
(N-12) 0 0.40%
TyP. 0 ALL DRIVES
\ ,
, "
kir-. I ',"1
1 1/4" WATER
SERVICE (TYP,)
5' CONC,
WALK (TYP,)
BETWEEN
DRIVES
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( 5 I
Ivm:G/r:C:N V/lL'I[ ,
- - ._-----_._-~
NOTE: ALL PROPOSED UTILITIES,
FROM RIGHT-OF-WAY LINE TO THE
PROPOSED BUILDING, SHALL BE INSTALLED
UNDERGROUND, INSTALLATION OF CONDUIT(S)
ALONG THE ENTIRE LENGTH OF THE SITE'S
STREET FRONTAGE MUST BE COMPLETED
PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE
OF OCCUPANCY,
I
o
GARAGE 1 c~ /
F,F, EL. 6,50 '>/
(I
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I =~'"
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B
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GARAGE
F,F, EL. 6,50
c)
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),0
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(., / .
\>.:;./ 0
/
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3" DIA
"BLACK BARREL"
SOLID WASTE
CONTAINER - TYP.
ALL UNITS
GAR1GE
F,F, ELI' 6,50
,.-.
,.-. 5 '
_ C)-: 1 S
~j. C)
1
---1
(," '-'10'-''.1 '.)'lll~'l'\ll"
, ,:) t"' 'J) I L . II, J
''. Y '. [l.. = G '. ~i 0
(TO BE REMO D)
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---1
72 L.F, DRAINAGE
SWALE
IV')
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I~_;:I~~',-. I ')" ;~;\:~?
(.3) STDRY ~-:3lJli_I)Ii'JG
L '. f- '. F. [l_. ;~_. :). :J~)
(TO BE REMOVED)
3
LOWEST LIVING
F.F, EL. 15,50
2
LOWEST LIVING
F.F, EL, 15,50
5
B
~
NOTE:
ALL ROOF RlK)ff SHALL BE
CONVEYED TO THE ON-SITE
DETENTION PON).
114 L.F,-4" PVC
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4
LOWES-TLlVlNG
/F,F, EL, 15~5{)--
! 5
LOw,tST LIVING
F,F: EL. 15,50
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5,29'
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LOWEST L1V1NC
F,F, EL, 15,5C
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',G"PAL:\:
12" ADS DRAIN BASIN
W/STD, GRATE (H-20)
TOP 5,50
INV, 4,05
12" L.F,-8" ADS
(N-12) 0 0.40%
~):!)i-_
C()~;~; ,
<!\!f~1 I !:-:.
-----~
DETENTION POND
TOP OF BANK EL. 5,50
BOTTOM EL. 4,00
4' W, (MIN,) APRON OF
FOOT GRADE 57
AGGREGA TE (24"
MIN, THICKNESS)
ALONG POND BOTTOM
CENTERED 0 OUTFALL
. 12" ADS DRAIN BASIN
W/STD, GRATE (H-20)
TOP 5,65
/ INV, 4,26
4"
',""
~~-~~-~- 'SJ 4
-..----- -~----~ ~--~ ~ '4
~ --.----- -- ------:::--:::~~I~q~
o --
rr)
4' W, (MIN,) APRON OF
FOOT GRADE 57
AGGREGA TE (24"
MIN, THICKNESS)
ALONG POND BOTTOM
CENTERED 0 OUTFALL
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CONCRETE OVERFLOW
SPILLWAY
SEE SHEET 3
FOR DETAIL
ViOOD
DoC!<:
(TO REMAIN)
,~ .r !-:--; /i,l 1'/
(, ';
/
4' HIGH WHITE PVC
NON-OPAQUE AROUND
ENTIRE POOL DECK
I;>. ()'
6"X6" TAPPING SLEEVE
~~~~f'N~~:;~:~O:91"
6" PVC
;> c,
.,,,,1
")
l. C',nh illle':
0' 10' 20'
~ I I
SCALE: 1" = 10'
GRAPHIC SCALE (IN FEET)
l,\. '-1- I
NOTE: ALL NEW SIDEWALK WITHIN
RIGHT-OF-WAY SHALL BE 6" MIN.
THICKNESS FIBROUS CONCRETE (3000 PSI)
REINF, W/ 6"X6" #'0/10 WWM, SIDEWALKS
SHALL NOT BE CONSTRUCTED ACROSS
DRIVEWAY APRONS,
:\/
END WALK 0
'i. EXTENDED
~ IYP,-BOTH
SIDES)
-"-
[-_xi~--,L San. ~\1.!:.
/
'\'1/
,'//
---
-----
c-........."
-.-- --
fop ~).:30
" ((
I,-\' C)S:) P,O,B,
NORTHEAST CORNER
OF LOT 21
S?o-s '
529"t
75 ------ "c,
0.49 '( C&:t\4)
c? I,
, ./
"/
/
, ~ -~e/
~ :1
,',
~-I : \1
REMOVE EXIST, 12" CMP &
REPLACE W/120 L.F,
15" PVC (CON TECH A2000)
o 0.48%, MATCH INV. 0
EXIST, INLET & SEA WALL
S"..s
DRAINAGE
LAND USE DA T A
EXISTING ZONING CLASSIFICATION: T ,CI'ii'Y OF CLEARWATER)
EXISTING LAND USE DESIGNATION: RESORT FACILITY
TOTAL LOT AREA
~ 14,092 S,F. ~ 0,32 AC,
EX:STING
PROPOSED
REQUIRED
(MIN, /~1AX, )
GROSS LOT AREA
-BUILDING COVERAGE
-PAVING & WALKS
-OPEN AREAS
-DENSITY
14,092 S, F.
5, '.'76 $, F,
3,02 S,F,
4,854 S,F.
Ii/A
(MAX)
14,092 S.F.
7,226 S,F,
2,916 S,F,
3,950 S,F,
18.75 UNI2'S/A.::. **
5,OOQ-10,OOC ~ ~. '*
N/A
6,161 S.F, (MAX,)
705 S.F, (MIN,)
30 llNI':'S/AC.
SETBACKS
- FRONT
_ SIDE
- REAR
1 J, 3 .
4,9'
19. 7 '
20,17' (BUILDING) 0'-1~,"
5' (MIN,) 0 '-1l'"
23,80' (I1IN,) 10'-20"
BUILDING HEIGHT
HEIGHT OF ROOF DECK
35' 35'-1CO'
29.33'*** ,"ilA
N/A
N/A
FLOOR AREA RATIO (FAR)
II1PERVIOUS SURFACE RATIO (ISR)
0.51 N/A
0,72 0,95 ,MAX,)
0, ,II
0,65
PARKING REQUIRED
1.5 SPACESIOWELLV\JG UNIT -'0
(' UNITS X 1, 5 ~ 9 SPACES
PARKING PROVIDED
~ 12 SPACES
- BASED ON FLEXIBLE DEVELOI'I1ENT CRITERIA (LEVEL TWO)
- BASED ON 6 UNITS/O,32 AC, ~ 18,75 UNITS/AC,
- AS I1EASURED FROM FEMA EL, 11,00 (NGVD)
LEGAL DESCRPTION
(AS F\R8B))
A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCERIBED AS FOLLOWS:
LOTS 20 AND 21 OF "BAYSIDE SUBDIVISION No, 2", ACCORDING TO THE MAP OR
PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32-33, OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, BEING FUTHER DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 14'31'57"
WEST, ALONG THE EASTERLY LINE OF SAID LOT 21, A DISTANCE OF 110.00 FEET TO
A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING
A RADIUS OF 815,00 FEET, (THE AFORESAID COURSE BEING RADIAL); THENCE NORTH-
WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 120.01
FEET, A CHORD BEARING OF NORTH 79'41'09" WEST AND A CHORD DISTANCE OF 119.90
FEET TO A POINT ON A NON- TANGENT LINE, SAID LINE BEING THE WESTERLY LINE OF
LOT 20: THENCE NORTH 06'05'45" EAST, ALONG SAID WESTERLY LINE, A DISTANCE
OF 110,00 FEET TO THE NORTHWEST CORNER OF SAID LOT 20, (THE AFORESAID LINE
BEING RADIAL). SAID POINT BEING ON THE ARC OF SAID CURVE CONCAVE TO Tr;IO
SOUTHWEST, HAVING A RADIUS OF 925,00 FEET, SAID CURVE ALSO BEING THE SOUTHERLY
RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE; THENCE SOUTHEASTERLY, ALON THE ARC
OF SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 136,20 FEET, A CHORD BEARING
SOUTH79'41'09" EAST, A CHORD DISTANCE OF 136,08 FEET TO THE POINT OF BEGINNING,
CONTAINING 0.324 ACRES MORE OR LESS.
NOTES RE: PROPOSED DRIVES
')' COi~C, Sr i\'N,6,lL. 1,
PROPOSED CONCRETE APRON(S) WITHIN THE RIGHT-OF-WAY SHALL BE A MINIMUM OF
6" THICK FIBROUS CONCRETE, 3000 PSI MIN, W/6X6 #1U/~OWWF, SIDEWALKS SHALL
NOT BE CONSTRUCTED WITHIN THE APRON AREAS,
IF BRICK PAVERS ARE TO BE PROVIDED FOR DRIVE APRON(S), A SEPARATE
RIGHT-OF-WAY MAINTENANCE PERMIT WILL BE REQUIRED, .ALL OTHER WORK WITHIN
THE RIGHT-OF-WAY OF ANY STREETS ASSIGNED TO THE CITY WILL ALSO REQUIRE
A SEPARATE RIGHT-OF-WAY PERMIT. CONTRACTOR SHALL CONTACT STEVE DOHERTY
AT (727)562-4773,
2,
iVOCJD
DO(:J(
(TO REMAIN)
(TO REMAIN)
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SPRINKLER LINE
SEE PLUMBING PLANS
FOR CONTINUATION
) j'
PLAN LEGEND
NOTES RE: EXISTING UTiliTIES & DRIVES
d::J
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4"X4" TEE
2-4" G, V,
~
~
-
EXISTING ELEVATION
PROPOSED FINISHED ELEVATION
MATCH EXISTING ELEVATION
PROPOSED DIRECTION OF SURF ACE WATER RUNOFF
EROSION CONTROL BARRIER
1, ALL UTILITY POLE RIELOCATIONS SHALL BE COORDINATED WITH THE AFFECTED UTILITY
COMPANIES AN SHALL ACCOMMODATE THE PROPOSED SIDEWALK AND DRIVE APRON(S)
INSTALLATION WITHIN THE STREET RIGHT-OF-WAY. THE MINIMUM HORIZONTAL
CLEARANCE OF TWO (2) FEET IS REQUIRED FROM EDGE OF SIDEWALK TO ANY
VERTICAL OBSTRUCTION,
2, ALL EXISTING UNUSED DRIVE APRON(S) SHALL BE REMOVED IN ENTIRETY BY THE
CONTRACTOR, AT THE OWNER'S EXPENSE AND THE RIGHT-OF-WAY SHALL BE
RESTORED WITH SIDEWALK AND SOD AS REQUIRED,
W,t\l DO(; vV)~ Y
CURVE TABLE
FIRE HYDRANT /W A TER MAIN
CONNECTION DETAIL
N,T,S,
CURVE NO, RADIUS ARC CHORD CHORD BEARING DELTA
C1 R=925,OO' A=136,20' CHD=136,08' CB=S79' 41'09" E, D=OS' 26'12"
C2 R=815.00' A=120,Ol' CHD=119,90' CB=N79' 41'09"W 0=08' 26'12"
,': ~ r'~-;
PREP ARED FOR:
VILLA del SOL OF CLEARW A TER, LLC
SITE PLAN
VILLA del SOL TOWNHOMES
181 BRIGHTWA TER DRIVE
CLEARWATER BEACH, FLORIDA
1 11 /4/03
NO, DATE
DA
BY
163 BA YSIDE DRIVE
CLEARWATER BEACH, FLORIDA 33767
REV, PER CITY REVIEW COMMENTS
REVISIONS
GOVERNALE ENGINEERING
CONSUL TING . PLANNING
SER VICES, INC.
EB 0007622
1807 PEPPER TREE DRIVE
OlDSMAR, FLORIDA 34677
PHONE:
FAX:
(813)855-3510
(813)855-1572
SECTION 8, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FLORIDA
VICINITY MAP
~
~
CLEARWA TE'R HARBOR
BRIGHTWA TER DR.
PROJECT LOCA llON
GULF OF AlEXICO
N,T,S.
F-[
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I. ,
SURVEY LEGEND
o
----?
FCM
FIR
FCIR
FIP
FPIP
R
A
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D
ORB
PG
PB
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FND
LFF,EL,
WM
RM
BFP
LP
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SPKNO
FPKNO
LB
CONC,
P,O,B,
= FIELD
= RADIAL
= CALCULATED
= DEED
= FOUND
= LOWEST FINISH FLOOR ELEVATION
= WA TERMETER
= RECLAIMED WATER
= BACK FLOW PREVENTER
= LIGHT POLE
= IDENTIFICA TlON
= SET PARKER KALON NAIL & DISK
= FOUND PARKER KALON NAIL & DISK
= LICENSED BUSINESS
= CON CRETE
= POINT OF BEGINNING
DENOTES WOOD POWER POLE
DENOTES GUY WIRE & ANCHOR
= FOUND CONCRETE MONUMENT
FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
RADIUS
= ARC DISTANCE
= CHORD BEARING
= DELTA
= OFFICIAL RECORDS BOOK
= PAGE
= PLAT BOOK
PLAT
= MEASURED
CONSTRUCTION NOTES
1, All construction, moterlals and workmanship sholl be In accordance with the latest City of Clearwater and
Florida Deportment of Transportation standards and specifications,
2, The Indicated locations of underground utilities, structures and facilities are approximate only and reflect
the best Information avallabls from surveys and records and have not been field verified, The contractor
shall verify the actual locations and elevations prior to proceeding with any construction activity which
may affect such utilities, Contractor shall call "SUNSHINE STATE-ONE CALL" 1-800-432-4770 at least
48 hours In advance of start of construction,
3. All constructlan staking for site Improvements as shown hereon shall be performed by a State of Florida
Professional Land Surveyor,
4, All backfill over any pipe (storm sewer, sanitary sewer, water lines, etc.) that Is to be placed under
roadways or within the embankment of roadways, shall be compacted In accordance with Florida Department
of Transportation Specifications, Section 125,8,3, latest edition, this particular section specifies compaction
to 100" of the maximum density as determined by AASHTO T-99,
5, Mandatory minimum clearance between water main and any sanitary or storm sewer line shall be 18" vertical
(crossing) and 10' horizontal (parallel).
6, Unless otherwise claimed by the owner, materials Interfering with construction, Including all abandoned
utility lines, pipes. structures and other subterranean objects to be removed, shall be disposed off-site by
the contractor,
7, All areas of exposed or disturbed earth resulting from construction activities shall be solid sodded unless
otherwise dIrected by the construction documents,
8, Contractor shall provide all sheeting, sharing and bracing required to protect adjacent structures or to
minimize trench width, Where a separate pay Item Is not provided. the cost of all sheeting, shoring and
bracing shall be Included In the contract price for the Item of work for which sheeting, shoring and
bracing Is required,
g, All existing and proposed utility and storm sewer structures whose tops will be exposed within unpaved
areas subject to vehicular, bicycle or pedestrian traffic shall be adjusted so that the top surface of
the covers and frames are no more than one Inch above finished grade, Where sodding Is applied.
finished grade shall be to the top of the turf after the sod Is firmly placed,
10, During construction. contractor shall furnish, Install and maintain all necessary traffic control and safety
devices In accordance with the U.S, Department of Transportation "Manual on Uniform Traffic Control
Devices" (MUTCD) and the current Florida Deportment of Transportation (FOOT) "Roadway and Traffic
Design Standards", All proposed traffic control devices such os signs, markings and other devices as
Indicated on the plans shall be In accordance with MUTCD and FOOT "Roadway and Traffic Design Standards",
11, After completion of construction and final acceptance by owner and agencies having Jurisdiction. contractor
sholl remove and dispose of 011 erosion and siltation control devices, Including but not limited to, slit
barriers, hay boles, etc.
12. Contractor shall coordinate 011 work with utility companies In order to prevent damage to existing utility
lines and the making of adjustments to same, If required,
13, Fire h}'drant, gate valve and blow-off valve assemblies shall consist of all pipe, valves, tees, fittings and
any and all ather appurtenances comprising a complete, working unit.
14, Ad)Jstlng manhole tops to match grade and slope of the finished paving shall be Included In the
contract unit price for the manhole, pa)'lT1ent of whiCh will constitute full compensation for the
construction and completion of the manhole, and no additional pa)'lT1ent will be allowed or made for
ad justing manhole tops,
15, The joint deflection method shall be used where practical In lieu of Installlng bends,
16, All sanitary sewer gravity pipe shall be PVC-SDR35, unless otherwise noted,
17, All water pipe larger than 2" diameter shall be Cement-lined Ductile Iron Pipe. Pressure Class 350 and
sholl conform to ANSIjAWWA C151/A21,51 and all water pipe 2" diameter and smaller shall be PVC and
conform to ASTM 2241, Class 200 or Polysth~ene (PE) Tubing and conform to ASTM D2737. SDR9 os
Indicated hereon.
18, All storm drainage pipe shall be RCP-ASTM C76 for circular pIpe and ASTM C507 for elliptical pipe.
Elliptical pipe shall be wrapped with MIRAFI 140N filter fabric or approved equivalent. Clruclar pipe under
pavement, drives and sidewalks shall also be wrapped with MIRAFI 140N filter fabric or approved equivalent.
19, Contractor shall be responsible for conducting h}'drostatlc pressure testes) on the domestic water and
fire line system, Each system shall be tested at 200 psi (mln,) for a duration of two (2) hours and
no leakage Is allowed from either system,
20, Contractor sholl be responsible for documenting and maintaining as-built Information which shall be
recorded os construction pr09rell8es or, at the completion of appropriate construction Interval(s),
and shall be responsible for providing all applicable data obtained to the Owner for the purpose
of preparing final os-built (record) drawings, All as-built data shall be collected by a State of
Florida Professional Land Surveyor whose services are engaged by the contractor,
21, Contractor shall be responsIble for furnishIng the appropriate number of shop drawings for review
by the Owner and Engineer prior to the ordering or fabrication of those Items requiring review,
Shop drawings will be required for the following Items:
- Sanitary sewer pipe, storm drainage pipe ond water main pipe Including certificate of manufacture
- Fire h}'drants
- Valves, fittings and related appurtenances
- Precast manholes and Inlets
- Manhole rings and covers
- Inlets covers, rings and grates,
GENERAL NOTES
1, SUBJECT SITE IS LOCATED WITHIN FLOOD ZONE AE (EL.11) ACCORDING TO FIRM COMMUNITY
PANEL NUMBER 125096 00070, REVISED DATE 8/19/91,
2, ALL PAVEMENT MARKINGS SHALL BE STRIPED IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND FLORIDA DEPARTMENT OF TRANSPORTATION
STANDARDS, LATEST EDITIONS,
3, ALL DISTURBED AREAS WITHIN RIGHTS-OF-WAY SHALL BE RESTORED TO ORIGINAL
CONFIGURATION AND SODDED,
4, SIGNS AS INDICATED HEREON SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC DEVICES, LA TEST EDITION,
5, ALL ELEVATIONS AS INDICATED HEREON ARE BASED ON NATIONAL GOEDETIC VERTICAL
DATUM (NGVD),
6, BOUNDARY AND TOPOGRAPHIC INFORMATION ALONG WITH LEGAL DESCRIPTION AS
INDICATED HEREON TAKEN FROM A BOUNDARY SURVEY, FURNISHED BY OWNER, PREPARED
BY KLEIN & STAUB SURVEYING, INC" THEIR JOB NO. 03011,2, DATED 8/15/03,
7, BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER
DRIVE, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF
NORTH 66'22'55" WEST,
8. ELEVATIONS SHOWN HEREON ARE BASED ON N,G,V,D, DATUM OF 1929 MEAN
SEA LEVEL = 0,00.
9, BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No, 155, BRASS DISK IN
CONCRETE MEDIAN, STAMPED LP-15, ELEVATION = 4,981,
10, REFUSE COLLECTION WILL BE VIA CURBSIDE PICK-UP OF CITY ISSUED "ROLL-OUT"
CONTAINERS,
DEMOLITION NOTE
ALL EXISTING BUILDINGS, ALONG WITH OTHER EXISTING SITE FEATURES, SUCH AS
PAVING, WALKS. ETC, SHALL BE REMOVED TO ACCOMMODATE NEW CONSTRUCTION,
DESIGN BY:
LLG
DRAWN BY:
DA
REVIEWED BY:
LLG
DATE:
8/13/03
SCALE:
PROJECT NO.
03-15
SHEET NO,
1"=10'
FILE:
0315 SITE
~OF~
LEO L. GOVERNALE, P.E. NO, 16971
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PREP ARED FOR:
DRAINAGE AREA PLAN
VILLA del SOL TOWNHOMES
181 BRIGHTWATER DRIVE
CLEARWATER BEACH, FLORIDA
VILLA del SOL OF CLEARW A TER, LLC
REV, PER CITY REVIEW COMMENTS
REVISIONS
163 BAYSIDE DRIVE
DA CLEARWATER BEACH, FLORIDA 33767
BY
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GOVERNALE ENGINEERING SER VICES, INC.
CONSUL liNG . PLANNING EB 0007622
1807 PEPPER TREE DRIVE
OLDSMAR, FLORIDA 34677
PHONE:
FAX:
(813)855- 3510
(813)855-1572
\
,',
,-)
SECTION 8, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FLORIDA
~ '0....
71.14-/ ..J
,'I
VICINITY MAP
e::
Cl
o
Cl
~ --
\ ~ \ g ~ BRIGHTWAlER DR
~f---~
~
~
CLEARWA TER HARBOR
LEO L. GOVERNALE, P,E. NO, 16971
-
1 PROJECT LOCATION I
S. Gu
~(F"l.1tw
~ &LI-Z)
~.
~WAY BLW :)
J
~
15
l<..
:5
<.:>
,~
~~
GULF OF MEX/CO
N.T,S,
SURVEY LEGEN)
o
----?
FCM
FIR
FCIR
FIP
FPIP
R
A
CB
D
ORB
PG
PB
~~~
m
FND = FOUND
LFF,EL. = LOWEST FINISH FLOOR ELEVATION
WM = WATERMETER
RM = RECLAIMED WATER
BFP = BACKFLOW PRE VENTER
LP = LIGHT POLE
ID = IDENTIFICATION
SPKND = SET PARKER KALON NAIL & DISK
FPKND = FOUND PARKER KALON NAIL & DISK
LB = LICENSED BUSINESS
CONC, = CONCRETE
P,O.B, = POINT OF BEGINNING
= DENOTES WOOD POWER POLE
= DENOTES GUY ~RE & ANCHOR
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
= RADIUS
= ARC DISTANCE
= CHORD BEARING
= DELTA
= OFFICIAL RECORDS BOOK
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= DEED
PLAN lEGEND
00
'0'
x
EXISTING ELEVATION
PROPOSED FINISHED ELEVATION
MATCH EXISTING ELEVATION
PROPOSED DIRECTION OF SURFACE WATER RUNOFF
EROSION CONTROL BARRIER
DRAINAGE BASIN BOUNDARY
~
j@
........--
IllII I!IIlI rr.l
-.-
NOTES RE: EXISTING UTiliTIES & DRIVES
1, ALL UTILITY POLE RELOCATIONS SHALL BE COORDINATED ~TH THE AFFECTED UTILITY
COMPANIES AN SHALL ACCOMMODATE THE PROPOSED SIDEWALK AND DRIVE APRON(S)
INSTALLATION ~THIN THE STREET RIGHT-OF-WAY, THE MINIMUM HORIZONTAL
CLEARANCE OF TWO (2) FEET IS REQUIRED FROM EDGE OF SIDEWALK TO ANY
VERTICAL OBSTRUCTION,
2, ALL EXISTING UNUSED DRIVE APRON(S) SHALL BE REMOVED IN ENTIRETY BY THE
CONTRACTOR, AT THE OWNER'S EXPENSE AND THE RIGHT-OF-WAY SHALL BE
RESTORED ~TH SIDEWALK AND SOD AS REQUIRED,
NOTE:
THS PLAN TO BE USED FOR T ABlLATION OF
DRAf.!AGE AREAS ON.. Y
(:JY
DESIGN BY:
LLG
DRAWN BY:
DA
REVIEWED BY:
LLG
DATE:
8/13/03
SCALE:
1"=10'
FILE:
0315 SITE
PROJECT NO,
03-15
SHEET NO,
2 OF 4
~:EXTERIOR
/ /' FACE OF PROPOSED
% BUILDING
SOLID SODDED
I
I
5'
MIN,
VARIES
15,8' (MIN,)
2,5'
~ TOP OF BANK EL,= 5,50
~~-
///~'\~ DHW EL, = 5,03 (25 YR,)
1~~
BOTTOM EL:= 4,O~ ~ ~
, /./,,<<~*v
V ARIES
3,8' (MIN.)
/'0/:-..';:;>
/EXIST,
i CONC,
,~ SEAWALL
~1
4
EST, SHWT EL, 1,3 * 'V
· BASED ON SUBSURFACE INVESTIGATION
REPORT PREPARED BY BlL ENGINEERING
SERVICES, INC, DATED 9/16/03. THEIR
JOB NO, 4975-03-2276,
SECTION
" A-A"
1 11/4/03
NO, DA TE
THRU DETENTION BASIN
LOOKING EAST
N,T.S.
EXTERIOR
FACE OF PROPOSED
BUILDING
~-
/: ~
~
~
~I M]QJ 4'1 :1i ::
~I/~ ~,~ ~~
/ / ~y,'0-'v )'<<~'0<-zr
/ / // 0 '-'/" ", T
SOLID SODDED
I
I ...-rPRDP'RTY
/ LINE
SLOPE TO MATCH
I EXIST. GRADE @ It
/ (4: 1 MAX)
I~
~~~~ /<<v<<v<<~-
o '-'/" ", 0 ~",<",
2'
MIN,
l'
2'
MIN,
v-SEE PLAN
FOR I[
EL.
---
~
SECTION "B-B"
THRU DRAINAGE SWALE
N,T,S,
4:1 (MAX,)
~
S,S,
TO MEET
EXIST, GRADE
"
z
<(
lD
t's~
'"
V(
~
6'
8
.,
DETENTION -
POND
-
---------..
L.I
rl:~ ~ ~~
,I ~ ~UJ
I:' 1 . g~ 1 I ~4'X4'X4. THICK
I I'" CONC, SLAB
",112.', ," ~ " REo', w/exe
I I 1 ' .r " " " ", " *10,,10 WNf
. (P, (P, 0 P- (P, Ij r ' '.'" '. . ,;..~
~ .b2oq,02oq,0 00 02 oq,02 oq,02 0 'I, ',,".:': '.... ;:-:,.
I 1~~cBrfgf~~~~~ 0 0 :'1.' ~', ,~ '.:;,:--;, '. .. ~~~WSS OR ALUMINUI'
I'Qggq,oggC60~~'6D~gq;Q~gq;oggctQ.. 'I 'I.' '" ~'" '~?'..':.. 3/8. THICKNES=-0S
^A ~ 'I~~O~~~ O~~~~~ t.;~!Il..,..,<! ..,..' A
~:f6g~~i~~~~~~~~~~~~<6g~~ (~..~~"~ :o'~:, :':'. :':,':,
1..1~0 0 ;=:VOh'-tP"VOQ0'60000 o;=:VO 0 OOh~O;::' ','I" ';," "':,.: .'
I ju oct; CSoq; 0 oct; oct; CSoq,~ I', .. . " . ,',. ,
,~ooo~COo~<=8~COa<ibCOoOo~CO~ ~ I " .' :., ':
II ! I',. '/. "',' ,
I "I ,; .,". '.', . ..,,~ .: ,,'.:';' ' ," ,
I: I I ' I ~ ALUMINUM OR
': I S,S, FASTENERS
I I 1 ANCHORED INTO
, F ACE OF CONC,
i.1 ~ i:,;" - STUCTURE
r '1 ~
<v
r-c:;-
::;:!;w
00...
I=s
OCll
rnu...
00
Zw
~~
NOTE: ALL DISTURBED
AREAS, EXCEPT POND
BOTTOM SHALL BE
SOLID SODDED,
PLAN
~ rFl8ERGLASS OR ALUMINUM SKIMMER
I I \ 3/8. THICKNESS
~ ,:1 -_..f--.l
~;' WE CREST ~ASIN SIDE SLOPE
i"//, Jv- . IR (BEYOND)
~'V:' "1 EL 5,12
EXIST, \ ~q,"i"'P_'Rv.ou(Oo "
GRAD~~~~~'tS2/;0'600;ll ."; '. ..'.. ..d
~~11 /1..,1 y~';''>-..'' \
. 0 0 ~v ;1
~~ CONC, OUTFALL ,; 8'
; ; ;(} STRUCTURE'
,1..1 FOOT GRADE 57 POURED IN PLACE 1- ~I- ~.
EXIST, /" i.1 AGGREGATE (24" (3000 P,S,I.) . " ' ,
CONC, I I THICKNESS) ~ [,.L1:;}.
SEAWALL 1 T I 32. .1
. - ALONG SOUTH
POND BANK ONLY
TOP OF BANK EL. 5,50
"
I
;,.
r- BASIN BOTTOM
\ EL. 4,00
~'<<-'
/,
No.4 BARS
OlO.O,C, EA, WAY
(2'CL, MIN,)
~4.X4'X4. THICK
CONC, SLAB
REIN, w/exex10/10 WWF
SECTION "A-A"
LOOKING WEST
I : , .~ "":~'''". P'"-i · ' I
"If "If I I .""C" I I "If ,~ " '''' ~ ".
-91 0 I 3,0' 1 0 ~ I ~
~ I ~ ~ 0 1 ~IR CREST I o' ~ -t SOUD ~
BASIN SIDE I - t L EL, 5,12 .J I SODDED
SLOPE .. ~ 0 ' , - - - 0 SKIMMER BOTTOM ..
. 'f'\ . . EL. 4,50
: "If' "If .' ". : :: ':' "If : "., 00",," ~ '.00
/.L-------:~'~~---------~'
P/L,"77.(="/""" ~ - - - - - - - - - - - ~/1U^~v(7' - J>
''<<':~$' FIBERGLASS OR ALUMINUM SKIMMER ,'< '~i5>'
/. (FACING POND)
COMPACTED EARTH 3/8. THICKNESS
(98,. MIN, COMPAcnON) SECTION "B-B"
LOOKING SOUTH
CONCRETE OVERFLOW SPILL WAY
LOCATED IN DETENTION POND - SOUTH SIDE
N,T.S,
PREP ARED FOR:
24.
R=1/2.\ 12" 12"
{\~:1 .,'/:....:~
24.
~~=2" 6"
ROADWAY \ R=3.
--~" .-,
.'=='[ L., . .:.. ~
~ . ' ..., .,., :L~
~, . co
I ....:l ~ <I~ ..
,.... .oj . L
I 8" I
TYPE "0" ~
TOC ~ I.
TRANSITION
..., / PREFERED MATCH
I
"LTOC
EXISTING CURB ....
SLOPE SHALL NOT
EXCEED 12,1
4 . PROPOSED CURB
TYPE "s"
II
TRANSITION
TYPICAL TRANSITION PROFILE OF PROPOSED TO EXISTING TOP OF CURS
~ SLOPE TO MATCH
A~LEY :DRIVEWA Y
R-1/2 24"
12" I 12"
~ 1/2
i.\~ ."~":"f ~
~#4 REBAR--1
TYPE "s"
SECTION VIEW
SLOPE TO MATCHll
ALLEY/DRIVEWAY
R=3/V4i
24.
I 10.
II>> CURB RETURN CONNECTION
ROADWAY
....
c..
gs MATCH II>>
u FLOW LINE
c..
. .4' ....,. ..:; 'co t j...
-'\ 4- -. ./.. L
L #4 REBAR--1
TYPE "D"
....
c..
a:: TRANSITION
~,
- I"ATCH:
FLOW LINE
@ CURB RETURN CONNECTION
DROP SECTION VIEW
~~rr
R=1/2"
.
N
c .......... ~
co I ;::
N ~
..
r-/ .~.
~.
I'....
N~ ~~ 2 1/2
:::::- ~ -- (TYP,)
N~~
....
c..
a:: TRANSITlON
~ .~
- IMATCH C
FLOW LINE
C CURB RETURN CONNECTION
"
.~
LBRICK OR ASPHALT
PAVEMENT, TYPE "A"
CURB ONLY
2-1/2" I
(TYP,) ~
TYPE "A" REPLACEMENT
DROP CURB
TYPE "A" OR UPRIGHT CURB
NOTES:
1, W1HEN REMOVING EXISTING CURB, THE CURB SHALL BE SAW CUT AT THE NEAREST CONSTRUCTION
JOINT AND A FULL SECTION OF CURB REPLACED,
2, INSTALL EXPANSION JOINTS AT 50' INTERVALS. STRUCK CONSTRUCTION JOINTS AT 10' INTERVALS,
NOTE:
-.:;-
+
11
TRANSITION
""'" l
FLOW LINE
+
<!P STRAIGHT CONNECTION
TYPE "B" TO TYPE "D"
n
TRANSITION
a::
0....
wZ
~~ ,
~~"'\ "'/
~1~ r ~
o :l!
Z
~
I
l
MATCH C
FLOW LINE
@ STRAIGHT CONNECTION
TYPE "s" TO TYPE "A"
gsf-
wZ
ZW
-:l!
~~ "1
z<
1c..
n TRANSITION
/"1 I
1::0
:::J
'0 :l!
~z
~
MATCH C
FLOW LINE
C STRAIGHT CONNECTION
TYPE "0" TO TYPE "A"
ALL TRANSITIONS SHALL BE 3'-0" IN LENGTH,
TYPE "A", "B", AND "0"
CURB DET AIL
'\\O~
~S\
h
~
~\..o
.Y
;Y
ISOMETRIC
~'\\~
~~9
>>
~
~\..o
.y
;Y
ISOMETRIC
'\\O~
~~
.y
"
., ;Y
ISOMETRIC
CURB TRANSITIONS DETAIL
N,T,S.
N,T,S,
EXISTING
P'AVEMENT
SURFACE
S
W+T+12"
6"
6"
r ASPHALT PATCH BRUSH TACK COAT,
<( / 1/ EACH EDGE
r/////////// '77////// '//// I'/////////////
".,:',<:"'\":',-:",,"",:~ ",~,,,''''::'',~', "."~;,..~~..~~.~,.....;' .,.'> ,..... ,.'''. ..',:'...,',
<~~.>:::.,>::~;,>::_.:;':';::<.'~:~~
EXISTING BASE - I 1\ I ~
SPRAY ON PRIME COAT '11/2TI \ W 1/2T
REPLACEMENT BASE I ______\ OD /
BACK SLOPE AS REQUIRED------ -- X X r--
:0
~.."...........
PIPE OR CONDUIT ~ I...OD+2X..1
SEE NOTE 6
TRENCH BACKFILL,
SEE NOTE 3
PIPE OD
UP TO 5"
6" TO
38" TO
86" TO
X
SEE NOTE 6
8"
18"
36"
84"
144"
24"
S C H E D U L E
A
ITEM
ASPH, THICKNESS
MINIMUM
BASE THICKNESS
MINIMUM
SURF ACE REPL,
MINIMUM
DEPTH (COVER)
MINIMUM
ALLEY /DRIVE
STD, ROAD
HEAVY DUTY ROAD
2-1/4"
REMARKS
1"
1"
T
9"
12"
16"
MAY BE SUBSTITUTED
WITH ASPHALT
S
24"
36"
36"
D
30"
30"
36"
NOTES:
1, FOR USE WHERE PERMISION HAS BEEN GRANTED FOR "OPEN CUT" INSTALLATION,
2, ALL PAVING PREPARATION SHALL MEET CITY OF CLEARWATER SPECIFICATIONS,
3, REPLACEMENT BASE AND TRENCH BACKFILL SHALL BE PLACED IN 6" LIFTS, EACH LIFT COMPACTED
TO 98 % AS PER SPECIFICATIONS,
4, PAVEMENT JOINTS SHALL BE MECHANICALLY SAW CUT,
5, BASE MATERIAL SHALL BE L1MEROCK, SHELL, OR CRUSHED (RECLAIMED) CONCRETE TO MATCH
BASE MATERIAL, BUT OF THICKNESS SHOWN HERE,
6, FOR PIPES/CONDUITS LESS THAN 5" OD, DITCH WIDTH MAY BE REDUCED TO WIDTH OF THE
MECHANICAL TAMPER IF BACKFILLED WITH DRY 15: 1 SAND/CEMENT MIX, OR OTHER APPROVED
MATERIAL, TO 4" ABOVE PIPE,
FLEXIBLE PAVEMENT
RESTORATION DETAIL
N,T,S,
PAVING & STORM DRAINAGE
VILLA del SOL TOWNHOMES
181 BRIGHTWA TER DRIVE
CLEARWATER BEACH, FLORIDA
VILLA del SOL OF CLEARWATER, LLC
REV. PER CITY REVIEW COMMENTS
REVISIONS
DA
BY
163 BA YSIDE DRIVE
CLEARWA TER BEACH, FLORIDA 33767
NORMALLY 48'
I MAXIMUM 50' I
cn~\~r '0"'1 I S~UCI 'ON'T~"p~'r")J
WIDTH, SEE NOTES 5 & 6 BELOW ~
TYPICAL SIDEWALK PLAN EQUAL TO SIDEWALK
WIDTH (6' MAXIMUM)
"I f'/2' BlTU"INOUS ST"P ~
-+1 " 9"00" """"p. <'if ;;r
"< :", :,:, ',:: ,~, ;,'.,",:,',::':,' ..<:.., ';.. ,,'::- ',"::'~--',~~', /..~",,' ..,
'. '.
EXPANSION JOINT
STRUCK JOINT
STRUCK JOINT
L
L
~
4'
t.SEE NOTE = I R/W 12.
'"" 5 & 6 I MINIMUM
~ ... ~
~ ,." /:>>/.
:t:r~0':0':~"~~~'0 T ~ 1
-..J 50 MAX,
COMPACT
TYPICAL SIDEWALK SECTION
DRIVEWAY
5" RESIDENTIAL
6" COMMERCIAL
~ REINFORCEMENT: 6x6-W1,4xW1.4
SINGLE LAYER FOR 5" RESIDENTIAL
DOUBLE LAYER FOR 6. COMMERCIAL
R/W 12.
Ii --i MINIMUM
.
L
}
11 =--.J 1
50 MAX,
COMPACT
.-.-->-
: " ,I--
l
1
I
-=-----.J 1
12 MAX,
TYPICAL SIDE WALK SECTION
ACROSS DRIVEWAY
NOTES:
1, SIDEWALKS SHALL HAVE TOOLED EDGES,
2, CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY,
3, EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB,
4, EXPANSION JOINTS SHALL CONSIST OF COINTINUOUS 1/2" BITUMINOUS EXPANSION STRIP. AS SHOWN,
5, SIDEWALKS TO BE 4' WIDE EXCEPT AS OTIHERWlSE NOTED,
6, SIDEWALKS ABUTTING CURB: 6' MINIMUM WIDTH, W/EXPANSION JOINT AT CURB,
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
N,T,S,
~
~
~~%~~~'
<v/, //,
EXTEND SUBGRADE~
12" BEYOND EDGE OF
PAVEMENT ALONG ALL
AREAS OF NO CURB
AS REQUIRED TO
OBTAIN 1:12 MAX,
PROPERTY LINE OR T\ .
FACE OF BUILDING:': .,):9
'>.-..':.."~
J :,<',.., '
. ',<' " ',:', ,
!' ' ,.
t - ----~
I'x~
, I ~ ~,~
, ,,~ ~ ~
,>'. .......
> ',','., '::",:.
1 ",c. ",
; '...,,,
· / ~PTOR"
TACTILE SURFACE. TYP"
SEE NOTE 1 BELOW
WOOD FLOAT FINISH, TYP,
~
TYPE I
.. 4' MIN" MATCH EXISTING
WIDTH IF GREATER
ROADWAY~
rSIDEWALK 1/4.
16~ ~
"'''~'~>'>.~>~~~y; >;//1
1,12 MAXIMUM SLOPE, Typ,7 "
TYPE "A" CURS
DROPPED
~.:,'"
*lL
I * I) * I~
~c..
TYPE II
. AS REQUIRED
TO OBTAIN 1,12 MAX,
SEE NOTE 2 BELOW
ROADWAY.~
1/4.--...,,//
~^ -
~ t ,T
';.://;.' '. ,,'. ,\
TYPE "B" CURS
DROPPED
TYPICAL SECTIONS
~.z
.q- -
.
PT OR PC
TACTILE SURFACE.
SEE NOTE 1 BELOW
~OADWAY
1/4"
~
,,);,.4 \,,: : "
TYPE "D" CURB
DROPPED
NOTES:
1, TACTILE SURFACE-TAMP OR ROLL. 1/8' DEEP, 116 EXPANDED METAL MESH. NO SAW SHALL BE ALLOWED,
2, SIDE SLOPES FOR TYPE II RAMP SHALL BE 1,12 MAXIMUM, UNLESS PROHIBITED BY SITE CONDITIONS,
3, ALL EDGES ABUTTING CONCRETE CURB AND SIDEWALK SHALL HAVE 1/2" BITUMINOUS STRIP
EXPANSION JOINT,
4, FOR CONDITIONS NOT SHOWN. SEE FOOT INDEX 304, SHEETS 1 OF 3 THRU 3 OF 3
TYPE I AND II SIDEW ALK
CURB RAMP DET AIL
12" THICK
STABILIZED SUBGRADE
(40 PSI - FBV)
NOTE: PROVIDE EXPANSION
JOINTS @ 50' MAX SPACING
& STUCK CONSTRUCTION
JOINTS @ 10' MAX, SPACING
LONGITUDINALL Y
TYPICAL PAVEMENT SECTION
N,T.S,
[:6" THICK CONC,
(3,000 PSI REINF,
w/6x6 #6 WWM
/V)\) /v^. '1 . . .
,,~y,<<<<<~.,<:<<,\ c .' '.'
'0>Y>>Y~YX>>'YX' '. ~
~'<<r: -::- -; :r-,~,),' ,'" ,,"','
~~I~~, 0,: . ".: ", ' '".' , ", " .. . "..
)~t> ~<: ". ....., ..... .. .~;,-;
r ~~2" -
r T I
-
~5.50
5,00
~
~
~ *-
o ~~,<<'v
/ / /'
I~SLOPE TO MATCH
i EXIST, GRADE @
TOP OF SEAWALL
\ I M, ,
~ ---
955 S,F,
676 S,F,
423 S,F,
202 S.F,
?\
!
ftt:~~
4,00
4,50
DETENTION POND AREA TABULA TION
1 "=10'
GOVERNALE ENGINEERING SERVICES, INC.
CONSUL liNG . PLANNING EB 0007622
1807 PEPPERTREE DRIVE
OLDSMAR, FLORIDA 34677
(813)855-3510
(813)855-1572
PHONE:
FAX:
\ ,..'
t.. J),:' ~
~.. ~ L--~
'(
LEO L. GOVERNAl-E" P,E, NO. 16971
N,T,S,
DESIGN BY:
LLG
DRAWN BY:
DA
REVIEWED BY:
LLG
DATE:
8/13/03
SCALE:
N,T,S,
FILE:
0315 DETAIL
PROJECT NO.
03-15
SHEET NO,
3 OF 4
r Cleanout Plug
........ ""'VO. !<oj, I U d:ll ~... '~...
N
..........
: I- 9 5/8" .1
L~/////<22j
t
6" or 8"- 1/8
....<:
EJ~
I--
Send /I _
IIr
r-- 10 5/8" ~
1[-- 9 7/S" ----ll
\ t
//1 r
r7J~ I I ~71
~13:~2"~
Concrete Pad 4"
Thick x 1'-6" Sq,
-
Plug
(See Note)
'..q-
..........
t")
t")
~
I I
Sewer Main ~
CLEANOUT PLUG DETAIL
CLEANOUT DETAIL
NOTE: Clean out plug to be
U,S, Foundry 7621
or equal.
ST ANDARD CLEAN OUT (Sanitary)
N,T,S,
~Jn.
~Irllllll
~ '-I..J
~
o
II
~
1I 0 0 0
~
,..,,~
.~II~
~
~
Top View
Approved Backfiow
Prevention Device *
Water Meter Connection
\ Ford Regulotor Adaptor
Flow
0~~~e (~;~~) · ~ /
~~ ~'~ .I1.~::>
rIBm( IIffi [ft W[] I
F'1U ur ur~
III~ Meter 11II
L
e (l)
'6 '0
LVi
I..-
(l)
E (l)
0'0
+-' .-
CJ)(f)
:)
()
Brass. ----....
Nipple
t
12"
~
v\/
\(.
TYPICAL SINGLE DEVICE 3/4" and 1" MODELS
NOTE:
Device must be installed level.
* APPROVED R,P, DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Conbroco 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FOC
Watts Model 709 or 007
Conbraco 40100
TYPICAL METER SETS w/BACKFLOW PRE VENTERS
3/4. and 1. MODELS
N,T,S,
SITE PREP ARA TION, TURBIDITY, AND
EROSION CONTROL NOTES
~
SEDIMENT TRAP
1. It shall be the responsibility of all site, building and utility contractors to be familiar with all applicable
regulatory agency permits, specific land development requirements, permit compliance requirements, and
permit inspection procedures of the various regulatory agencies and the project design engineer,
2"x2" WOOD STAKES
2 PIER BALE
2, All contractors must establish construction methodology and sequencing of operations to ensure
compliance with all environmental regulatory agency permits and Section 62-302, F,A.C, Water Quality
Standards.
3, Prior to any site clearing, all wetland areas, wetland/upland buffers, significant upland wildlife habitat, and
trees designated to remain undisturbed shall be protected as required by County, State, and Federal
ordinances, and details found in these plans, It shall be the Contractor's responsibility to maintain these
areas in their pre-construction condition,
4, All contractors must provide turbidity and erosion controls/sedimentation barriers (hay bales or siltation
curtain) to prevent siltation onto/into adjacent property, streets, storm sewers, water bodies, critical upland
habitat areas, and wetlands, In addition, contractors shall place straw, mulch, or other suitable material to
properly stabilize areas where construction related traffic is to enter and exit the project site, If, in the
opinion of the project engineer and/or local authorities, excessive quantities of earth have been transported
off-site by either natural or by vehicular traffic, the contractor must remove the earth to the satisfaction of
the project engineer and/or local authorities,
5, Prior to commencement of any construction activities, erosion controls and turbidity barriers must be
installed to ensure compliance with items 1 - 3, above,
6, All turbidity and erosion controls shall be secured and properly maintained during construction, and shall
remain in place until any erosion or depositional sediments have been properly stabilized or any generated
turbidity has subsided,
7, All site development contractors shall inspect turbidity and erosion controls daily, Contractors shall
immediately repair any deficiencies,
8, During construction in and adjacent to wetlands, waters of the state, wetland upland buffers, and
designated critical upland habitat, all areas of exposed soils shall be stabilized with an appropriate ground
cover within 72 hours of obtaining final grade,
9, All site, building and utility contractors shall clear and grub those portions of the site necessary for their
respective construction activities,
Connecting Piece w/integrally
cast Mech, Joint Gland on
one End-D,I, Rotatable Mech,
Joint Gland on Other End,
@
Iiiij:I
..
~
-,.--
u
....
.....
Length Varies
(See Note 1)
Valve and Hydrant Tee
w/D,I, Rotatable Mech, Joint
Gland on Plain End Branch,
-
( @ ) .
Mech, Joint
Valve
u
......
.
!
NOTES:
1, On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of 2),
TYPICAL HYDRANT SETTING
N,T,S,
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1, BEND - INLET AND OUTLET
2, TEE - OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4, CAPS
5, PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
I----- L ----I ~ Megalug Restrainer (Typ.)
'"
lI.
. ~
(~
Ebba 1500 Series (Typ.) ~ . y
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM SIZE USED IN SYSTEM
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg,)
11,25
2
3
4
22,50 45
4 9
6 12
8 16
1~1-
AL TERNA TE
TOE-IN
RECOMMENDED
TOE-IN
90
21
29
38
VALVE
TEES
BRANCH
28
47
66
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT
BEHIEEN PIPE JOINTS SHALL BE BY EBB A IRON SERIES 1500
RESTRAINERS,
DEAD
END
46
65
85
P.V.C. PIPE RESTRAINT
N,T,S,
~~//
1~ - ~-
+~(~]~lli
... ... ... ~...
Q)
.S:
=~
'II
~
.........
....
PREASSEMBLED SILT FENCE
(PREFERRED)
:
~ .
i
bb
"'<<~ ! .-
18" Min,
24" Max,
Distance Varies
EROSION AND SOIL CONTROL
A, PROTECTION OF EXISTING STORM SEWER SYSTEMS: During
construction, all storm sewer inlets in the vicinity of the
pro ject 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,
I FLOW I FLOW I
'<:\: '~/II: /'v
><.:orX' '..N:,lV,z ~X'/.)
PLAN I DO\\NSLOPE
ANGLE FIRST STAKE ~
TOWARD PREVIOUSLY
LAID BALE
7
.~~
',[.1'1
^'
L U
ELEVA TION
STRAWBALE SILT BARRIER
(AL TERNA TE)
S
::2
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
waters of the state or neighboring properties shall be
installed, constructed or, in the case of vegetative buffers,
protected from disturbance, as 0 first step in the land
alteration process,
c.o
I
N
t ~
( I In[ ·
--r=-
NOTES: I
1. Steamer Connection to Face Street,
2, All Fire Hydrants to have 5 1/4" Valve Seat.
3, Fire Hydrants Sholl be Placed at Street Corners
or in the R,O. W, Adjacent to Side Lot Lines
Whenever Possible.
4, See Sheet 3 for Typical Connections & Fittings,
a
r Bales butted tightly
U together
tf7
C, MAINTENANCE, All erosion and siltration control devices
shall be checked regularly, especially after each rainfall
and will be cleaned out and/or repaired os required,
~
"-~
EROSION CONTROL DET AIL
N,T,S.
1 11/4/03
NO, DA TE
REV. PER CITY REVIEW COMMENTS
REVISIONS
DA
BY
Fire Hydrant Assembly
(Typ,)
"
~ Water Main
-
.... ....
~ ,.. .... ~
... :.
III
..
~
f!!
( [LIII
-= ~\
k
r
~
~
Restrained 2'~(
Tapped Plug
When Valve Occurs in Roadway, ~
set Base on 10-Common Brick,
, j \~'y
/~1I11 II II II IIN
/~ ~..:&:<<
,.... ~
~~ ~
Mech. Joint Valve / ~
Restraining
l~
;;;;
~
~
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L
END CONNECTION
Adjustable
Valve Box
"V/J0~~~ _ ~~,,~
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Water Main
TYPICAL VAL VE SETTING
N,T.S,
~O~
~-~
2" Ball Valve /
Hose Bibb --------.,.c:
3/4" Galvanized ~
2" Galvanized--'/
2" Corporation ~
!!
~
~Cl]
Tapping Saddle
.....
~Q)
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~
~
~~
TOP
CONNECTION
TEMPORARY BLOWOFF AND SAMPLE TAP
Max, 15' - Min, 4'
Bock of Curb
or
1/Ed9' of Povem,,'
"/V~ b
~~RE OR NYLON
BOUND BALES
fl:.Q!'!... ~ EXISTING GRADE
'~V>' l'~
2' (MIN,)
SECTION
N"//~~
I / Valve
i/
!P
I
i
~
I
i I Meoh.
Box
Joint Valve
ONLY APPROVED
Kennedy Guardian No, K-81A
Muller Centurion No. A-423
U,S, Pipe Metropolitan
.l..
- , -
jDt ll!nllt:
- T ---
I '- Restraining
Joint (Typ,)
TYPICAL FIRE HYDRANT SETTING
WATER, SANITARY SEWER & MISC. SITE DETAILS
VILLA del SOL TOWNHOMES
181 BRIGHTWA TER DRIVE
CLEARWATER BEACH, FLORIDA
N.T.S,
Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene W
N,T,S,
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Threaded Corporation
MUELLER H15008
or approved equal
( TAP AT 45' ANGLE
Stop
Saddle required on
4" P,V,C. only
)\
~
,_ ,::'!:+4'"
, ":;J'
~/ '~'
~ 'X'
~' ',;;'.
~ Water
.
~
,..,
,I'-
I":.
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body,
Water Main
CHLORINATION TAP
N',T.S,
GOVERNALE ENGINEERING SERVICES, INC.
CONSUL TING . PLANNING EB 0007622
~~ ../'
'n~\
DESIGN BY:
LLG
DRAWN BY:
DA
REVIEWED BY:
LLG
1807 PEPPER TREE DRIVE
OLDSMAR, FLORIDA 34677
PHONE:
FAX:
r
..---
(813)855- 3510
(813)855-1572
LEO L, GOVERNALE, P,E, NO. 16j:l71
PREP ARED FOR:
VILLA del SOL OF CLEARW A TER, LLC
163 BA YSIDE DRIVE
CLEARWATER BEACH, FLORIDA 33767
Joint
DATE:
8/13/03
SCALE:
N.T,S,
FILE:
0315 DETAIL
PROJECT NO,
03-15
SHEET NO,
4 OF 4
2
I Washlngtonl,3 Palms
I 10', 14' c,t,
45
,
(TYP.)
I
I LI~ustrum Tre
17-8'ht.x7-c
hb.-
c-.
spr" full ru /:;
I
I I
I Dwarf Pmk 01 ander
I 3 gal., 24" h . x 24" sp .
20 x 20
Site VISibility Tr I~ ngle
30" max. ht, fo lantmgs
/'\
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00
Q
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"
o
/,\0
I Dwarf Sal 10n C leander I c)
I 3gal., 2L: I ht. X 24" spr. <[ ~
~
qw
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(XL/)
'-./~
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o
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35
Site VISII IIlty Trlangl
3U' max, ht. for plan mgs
3
\.0
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12
I Nora Grant Ixora
I 3 gal., 24" ht. x 24' spr.
40
I GIant Llrlope
I I gal" 12" ht. x 12" spr.
~ A"= Grass
BR.IGHT I ~ I
VVA rER.. DR..!
29 I Aztec Grass
I I gal., 12" ht. x 12" spr,
2
I Washlngtonla I c:lll
I 10', 14' C.t,
14
I Nora Grant Ixora
I 3 gal., 24" ht, x 24" spr,
/
~
- Plant Materials Schedule
Quantity
15
80
58
/37
2
70
36
42
103
8
Code
ARO
IX
LMM
LMG
UT
NO
NOP
RI
TJV
WR
Botanical Name
Syagrus Romanzofflcma
Ixora Nora Grant
Llrlope Muscarl
Llrlope Muscarl
Llgustrum spp,
Nerlum oleander "dwarf salmon"
Nerlum oleander "dwarf pink"
Raphlolepls mdlca
T rachelospermum Jasmmoldes
Washlngtonla robusta
, 4'
5' CONC,
'WALK YP.)
/
~
~
.. . '.. '.' 4"
4'
Common Name
Queen Palm
Nora Grant Ixora
Aztec Grass
Giant Llrlope
Llgustrum Tree
Dwarf Salmon Oleander
Dwarf Pink Oleander
IndIan Hawthorn
Var. Confederate Jasmine
Washlngtonla Palm
, ., -
Specification
18' o,a, ht,
3 gal., 24" x 24"
I gal., /2" ht, x /2" spr,
I gal., /2" ht. x /2" spr,
7-8' ht. x 7-8' spr,
3 gal., 24" ht, x 24" spr.
3 gal., 24" ht. x 24" spr,
3 gal., 18" ht, x 18" spr.
3 gal., J 2" ht. x 24" spr.
C,T. as noted on plan
2
I WashlnUltonla Palms
I 10, 14' c,t,
4
I Nora Grant Ixora
~4" ht. x 24" spr,
SPKND
LB 6928
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~ GENERAL LANDSCAPE NOTES
12" spr,
I , All pl.ant materials shall be Florida # I or better and Installed to highest nursery standards, Plants shall be
healthy, free of pest and disease.
2, All plants shall be container grown except as noted on plan,
3, All palms and trees shall have straight trunks With no tWists, knotting or other defective characteristics,
4, Mulch shall be 100% Pine Bark, Installed to a minimum thickness of 2",
5, Sod shall be 95% weed free St, Augustine "Floratam", Installed With tight JOints,
G, All dimensions shall be field checked by the Landscape Contractor pnor to construction With any
discrepanCies reported to the Landscape Architect,
7, All matenals shall be as specified on the plans. If matenals, laoor or installation techniques do not adhere
to the speCIfications, they will be rejected by the Landscape Architect With specifIed matenals and installation
carned out by the Landscape Contractor at no additional cost,
8, No substitutions of matenals or changes to the draWings or speCifications shall be made,
9. All required permits are to be prOVided by the Installing contractor unless speCifically stated otherWise In
the speCifications,
10, Contractor Identification signs shall not be allowed on the proJect,
I I, Contractor shall be responSible for all Items as shown or described on thiS plan and speCIfications,
I 2, All proposed landscape and sod areas containing turf or weeds shall be treated With "Round-up" per
manufacturer's speCifications,
I 3, Landscape Contractor shall prOVide all necessary site preparation required to ready the site for planting as
speCified,
I 4, The landscape Contractor shall warranty and guarantee all matenals and labor for a penod of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion,
15, All repairs and/or replacements shall be made by the Landscape Contractor Within 10 working days upon
notification of any defiCienCies by the owner or their representative,
I G, All questions regarding the Landscape Plans and SpeCifications shall be directed to the Landscape
Architect at (727) 787-2840.
/END 'WALK @
It EXTENDED
(TYP, BOTH
,T w,
P.O.B.
NORTHEAST
CORNER OF
LOT 21
2 I Washlngtonla Palms
I 10', 14' c,t,
45
I Var. Conf, Jasmine
I 3 gal., I 2" ht. X 24" spr.
I I
I LIC\ustrum Tree
I 7 8' ht, x 7 8' spr" full
I Dwarf Pink Oleander
T 3 gal., 2411 ht, x 2411 spr,
FERTILIZATION
Shrubs and Trees
All trees and shrubs shall be fertilized With "Agnform" 20- I 5-5 planting tablets at time of planting and prIOr to
installation of plant pit backfill. Tablets shall be placed uniformly a~ound the root ball at a depth that IS between
the middle and bottom of the root ball.
29 I Giant Llrlope
T I gal., 12" ht, x 12" spr,
Application Rate:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
Trees:
I - 2 I gram tablet
2 - 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tablets
3 t.~blets per each 1/2" caliper of trunk
2
I Queen Palms
1 18' o,a, ht.
Groundcover Areas
All groundcover areas shall receive fertilization With "Ozmocote" time release fertilizer per manufacturer's
speCifications,
I I ndlan Hawthorn
I 3 gal., 1811 ht. X 1811 spr.
2/3 Tree drlpline
~tb""
EX15t1ng tr ee to ....~ ~- '\j ..-
remain '::::
j . _.0
.
48" He"rt
I x4 pt rad5
- 2x4 pt p05t
24" Dept 1
'-ExI5t1ng grade
35
I Dwarf Salmon Oleander
I 3gal., 24" ht. x 2411 spr,
-e TREE PROTECTION DETAIL
<~.r '-~ ~iO.
Set tree plumb. · -
With top Of.~ _
rooba/l I f /2" 0......
above finish
grade - - ~
~.
Rubber hose "
# I 2 '3auge
k?ltr~Uch
3" Tree wet
F1I115'- gradei
~~:t~a~take~, "?~~~;~
Natlv:: 5011
backfill
I 2" length red
plastiC flag
tape
EXisting native
5011
-0 TREE PLANTING DETAIL
_ _ OJ -I. _ Set shrub
~IZ~. plumb, With top
2" Mulch · ~ ~ 0 · . of rootball I"
.~ "l '\.' . above finish
F'nish G^adei ~ ~ grade
Root ball .-=:.~<~':~-~.\ EXisting native
Native ~")oll ~"!~;"..>;;:~~. 5011
back'i11
-0 SHRUB PLANTING DETAIL
_N_
/~~0E
1~~
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o 10' 20
40
Scale III = 10'-011
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COPLEY DESIGN ASSOCIATES, me.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
ConstlUction Management
(
[
JOB NO. 23061
)
]
SH EET
L - I
~~1511
~~
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20' X 201
Site VIsibility Trlc::ngle
30" max, ht. fo ?Iantlngs
6UPALM
o
Site VISI dlty T nangl
30" max, ht, for plan Ings
SPKND
B 6928
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(\1'"14, 2;CONC, GUiiEMENT
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GARAGE ' :4. " , " .' 4 : -.....' 'I " " '. ,'" ", , ,~....., ':. ,.'.' ',. 4" v< '1..' " 10Q
~ GARAGE_ I"" ' '_-----,.': ,", ' '. ',. ' .,~, " , ~~~
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F.F. EL. 7,50 GARAGE- ',:' :4 -- .'4.' --~' <~>~ : :,: -'---_<~' ': 4. '\.'
F.F. EL. 7.50
GARAGE GARAGE 0---_ ~
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NORTHEAST
CORNER OF
LOT 21
FCM 4Hx4/1
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SITE VISIBILITY
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- GENERAL lRRIGAT10N NOTES
1 , Rep.:lIr or Install a new .automatic Irrigation system to provide I 00% coverage of all landscape areas.
2 Shrub risers shall only be used In hedges or mass plantlngs, Risers shall not extend more than 2" above the
tnstaHed heIght of the plant, All rlser5 shaH be schedule 40 p1pe, pamted black. In no case shaH shrub risers be
Installed adJGlcent to walkways, driveways or other areas where they may be damaged.
3, All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up fixed spray
heads, All heads shall be Installed With the top of the spray body f,ush With finish grade, All groundcover areas
shall be irrigated With 12" pop-up fixed spray heads and extenSions as required,
4. All sodded areas shall be Irrigated WIth 4" pop-up spray heads or pop-up gear driven heads unless
otherWise specified,
5, Pipe, valves and other Irrigation equipment may be shown In drives, walks or buildings for clarity only, Install
all valves and other equipment In landscape beds for best accessibility and concealment,
G. Valves shall be Installed In a manifold Within a valve box of suffiCient size to service all valves Within the box,
Valve box shall be free from any debriS which may cover valves, PrOVide a 3" depth gravel sump at the bottom of
the valve pit.
7, All Irrigation equipment and installation techniques shall meet I ederal, state and local codes, regulations and
ordinances,
8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on fleXible
polyethylene sWing JOints,
9, Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSible, PreCipitation
rates and head type should be compatible Within each zone.
10, Gear driven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible.
1 I, Controller shall be mounted as shown on plan
12, All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade, Sleeves shall be used only
to Install lateral IrrigatIon lines through, Sleeves shall not be used as a method to convey water through the
system,
13, Adjust all heads to prOVide maximum coverage and effiCiency and minimiZe overthrow. Irrigation heads shall
not spray over walks, drives or any other non-Irrigated areas,
14, EqUipment shall be manufactured by, "Toro", "Ralnblrd" or "Hurcer" or as otherWise stated on the plans,
1 5, Contractor shall held verify water source to delJver the proper pressure, pounds .per square Inch (PSI) and
water flow, gallons per minute (GPM) as reqUired by the Irrigation system. Notify the Landscape Architect If there
15 any d1screpancy,
1 (;, All permIts reqUired for Installation shall be prOVided by the contractor,
17, Refer to the Landscape Plans when locating all Irrigation equl?ment, Allow ample room near Irrigation
equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed,
18, All wires shall be Installed In Wire sleeves,
19, Contractor shall be responsible for all I terns on the plan and Irrigation speCification.
20, Contractor shall Instruct the owner on the full operation and maintenance of the Irrigation system,
2 I, Contractor shall be responsible for all final repairs or adjustments to prOVide proper coverage to all
landscape areas,
22, All questions regarding Irrigation speCifications shall be directed to the Landscape Architect at (727)
787-2840,
PIPE SIZING CHART
r Fln15h Gr.<)de
Concret~ donut-L :,\1 _ ~ Pop-up fixed spray head
at each h~ad . L...:l ~
0-5 GPM
1/2" pve PIPE
G- 10 GPM
3/4" pl/e PIPE
- Foly ell
- Foly ell
II-/S GPM
I " Plfe PIPE
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1(;-25 GPM
I 1/4" pve PIPE
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L F'iC lateral line pipe L FVC Fltt,~
2(;- 35 GPM
I 1/2" PVC PIPE
/
/
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3(;-50 GPM
2" pve PIPE
50+ GPM
2 1/2" pve PIPE
-IRRIGATION lEGEND
B IRRIGATION SPRAY HEAD DETAIL
Symbol
. SF-B
. 5H-B
. SQ-B
. SCST-B
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~ IRRIGATION SYSTEM REQUIREMENTS
I. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of
irrigation water, The distribution system for Irrigation must not be connected to county or
municipal water sources, unless It can be demonstrated that these sources are not .:wailable.
2, Irrigation systems must utilize low volume deSign such as low trajectory heads or soaker
hoses to prOVide direct application and low evaporation. Systems that overspray areas that do
not require Irrigation, such as paved areas will not be acceptable. High Irrigation need areas
must not overspray low need areas,
3, High water demand landscape areas such as turf must be served by a separate Irrigation
zone than low water need areas, such as planter beds. or mulched areas With trees. In no case,
shall any planted vegetation area be more than 50' from a water supply hose bib,
4, Automatic irrigation systems must operate by an Irrigation controller capable of
differentiating between schedules of high and low water demands areas. Controllers must have
multiple cycle start capacity and a fleXible calendar program able to be set to comply With local
or water management dlstnct Imposed restrictions,
5, Automatic Irngatlon systems must be eqUipped With a ram sensor deVice or SWitch which will
override the Irrigation cycle of the sprinkler system when adequate rainfall has occurred,
Speclf:catlon
Taro 5' R..dlus Full Circle Bubbler
T ora 5' R..d,us Half Circle Bubbler
T oro S' R..dlu5 Quarter Circle Bubbler
T ora 5' RDd,u5 Center Strip Bubbler
Taro I 0>' RDdlu5 Full Circle 5prayhead
Taro I 0' R.3dlus Three Quarter Circle Sprayhead
Taro 10' R..d,us Half Circle Sprayhead
T arc 10' Radlu=- Quarter Circle 5prayhead
T ora / 5' R..d1U5 Full Circle 5prayhead
Taro 15' R..dlus Three Quarter Circle Sprayhead
T arc : 5' R.3dlus Half C'rcle Sprayhead
Torc 15' Rddlus Quarter Circle 5prayhead
u
r Finish Grade
d Concrete donut
at each head
Pop-up gear driven --
spray head
- Foly ell
r I 8' poly fie. pipe
,
Hunter Full Circle Gear Driven Head G GPM
FVC Fitting (J I
\ If 1
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\ L FVC lateral line pipe \
-e IRRIGATION GEAR DRIVEN HEAD DETAIL
I [
Poly ell
\
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T arc [nld Stnp Sprayheoild
Taro Side Stnp 5prayhead
Taro Center Stnp 5prayhead
I
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Hunter Adjustable R.3dlus Gear Dnven Head 3 GPM
Hunter AdJ.!Full R..dlus Gear Dnven Head - Alternate
Gate Valve
..- FlIllsh G.-aoe
....1111I.1.111......._...
Fop-up fixed "pray head
Water Source - Reclaimed water field
venfy' scource location
Low volwme underground dnp Irrigation
I 2" minimum cl~ Inswll sleeves under JII piNed ClreJ5
~ Lateral zone lines
18" mlnlll1Ulll dePt~ In5t.a1l sleeves under all p..'wed areas
I~alnhne piping (schedule 40 FVC)
Remote control valve Wire:=, to be Installed under m.amllne
secure to mc3lt1llne Jt e/ Intervdls wlth wcJterproof
wpe \-I.TJpped 4 times around pipe .at e~ch location
Electnc Remote Control Scrubber
Valve - 2"
T oro Solid State Dual Program Controller
Class I GO P,V,C, Lateral LlI1e (moil", flow S feet/sec,)
Malrl Line - 5ch, 40 ! .5" PVC pipe
(ma" flow S feet/sec,)
-e IRRIGATION PIPE DEPTH DETAIL
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COPLEY DESTGN ASSOCTATES, TNe.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Constmction Management
(
[
JOB NO. 2306\
)
]
SHEET
IR-I
VILLA
DEL
SOLE
TOWNHOMES
A REPLAT OF LOTS 20 AND 21, "BAYSIDE SUBDIVISION No.2", ACCORDING TO
THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. LYING IN SECTION 8, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
DESCRIPTION: CERTIFICATE OF APPROVAL OF COUNTY CLERK:
A PARCEL OF LAND LYING IN SECTION 8. TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY. FLORIDA. BEING
MORE PARTICULARLY DESCERIBED AS FOLLOWS:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
LOTS 20 AND 21 OF "BAYSIDE SUBDIVISION No.2". ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT
BOOK 27. PAGES 32-33. OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. BEING FUTHER DESCRIBED AS
FOLLOWS:
I. KARLEEN F. DE BLAKER. CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY. FLORIDA. HEREBY CERTIFY THAT THIS PLAT
HAS BEEN EXAMINED AND THAT IT COMPLIES IN FORM WITH ALL THE THE REQUIREMENTS OF THE STATUATES OF FLORIDA
PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK PAGES
PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 14031 '57" WEST. ALONG THE EASTERLY LINE
OF SAID LOT 21. A DISTANCE OF 110.00 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO THE
SOUTHWEST. HAVING A RADIUS OF 815.00 FEET. (THE AFORESAID COURSE BEING RADIAL); THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE TO THE LEFT. AN ARC DISTANCE OF 120.00 FEET. A CHORD BEARING OF NORTH 79041 '09"
WEST AND A CHORD DISTANCE OF 119.90 FEET TO A POINT ON A NON-TANGENT LINE. SAID LINE BEING THE WESTERLY
LINE or LOT 20; THENCE NORTH 06005'45" EAST. ALONG SAID WESTERLY LINE, A DISTANCE OF 110.00 FEET TO THE
NORTHWEST CORNER OF SAID LOT 20, (THE AFORESAID LINE BEING RADIAL). SAID POINT BEING ON THE ARC OF SAID
CURVE CONCAVE TO THE SOUTHWEST. HAVING A RADIUS OF 925.00 FEET. SAID CURVE ALSO BEING THE SOUTHERLY
RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE; THENCE SOUTHEASTERLY. ALON THE ARC OF SAID CURVE TO THE RIGHT.
AN ARC DISTANCE OF 136.20 FEET. A CHORD BEARING SOUTH79041 '09" EAST. A CHORD DISTANCE OF 136.08 FEET TO
THE POINT OF BEGINNING.
THIS
DAY OF
. 2003.
ATTEST: KARLEEN F. DE BLAKER. CLERK
PINELLAS COUNTY. FLORIDA
DEPUTY CLERK
CONTAINING 0.324 ACRES MORE OR LESS.
CERTIFICATE OF APPROVAL OF CITY COMMISSION:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
DEDICATION:
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED BY THE BOARD OF CITY COMMISSIONERS OF THE
CITY OF CLEARWATER. PINELLAS COUNTY, FLORIDA, THIS DAY OF . 2003.
THE UNDERSIGNED CERTIFIES THAT IT IS THE OWNER OF THE ABOVE DESCRIBED TRACT OF LAND HEREBY PLATTED AS
"VILLA DEL SOLE TOWNHOMES", THAT IT GRANTS TO THE CITY OF CLEARWATER. A POLITICAL SUBDIVISION OF THE STATE OF
FLORID.A. THE RIGHT TO USE ALL UTILITY AND DRAINAGE EASEMENTS AS SHOWN. THE CITY OF CLEARWATER WILL ASSUME
RESPONSIBILITY FOR MAINTENANCE OF FLOW ONLY IN DRAINAGE EASEMENTS. ANY MAINTENANCE. REPAIR. OR REPLACEMENT
RESPONSIBILITY RELATING TO PIPES. STRUCTURES. AESTHETIC AND VEGETATION CONSIDERATIONS. IN AND UPON DRAINAGE
EASEMENTS ARE A PRIVATE FUNCTION NEITHER ASSUMED NOR ACCEPTED BY THE CITY OF CLEARWATER.
APPROVED:
WILLIAM B. HORNE II. CITY MANAGER
OWNER: VILLA DEL SOLE TOWNHOMES. LLC. A FLORIDA LIMITED LIABILITY COMPANY
BY:
AGOSTINO DIGIVANNI. MANAGER
WITNESS
WITNESS: PRINT NAME
REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES:
WITNESS
WITNESS: PRINT NAME
THOMAS L. MAHONY
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 6289 - STATE OF FLORIDA
CITY OF CLEARWATER. PUBLlC WORKS ADMINISTRATION
ENGINEERING DEPARTMENT
DATE:
ACKNOWLEDGEMENT:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
I HEREBY CERTIFY ON THIS DAY PERSONALLY APPEARED BEFORE ME. AN OFFICER DULY AUTHORIZED TO TAKE ACKNOWLEDGEMENTS.
AGOSTINO DIVIOVANNI. AS MANAGER OF THE VILLA DEL SOLE TOWNHOMES. LLC. A FLORIDA LIMITED LIABILITY COMPANY. WHO IS
PERSON,ALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. AND HE IS THE PERSON DESCRIBED
IN AND WHO EXECUTED THE FOREGOING DEDICATION OF PLAT. AND HE ACKNOWLEDGED THEN AND THERE BEFORE ME THAT HE
EXECUTED THE SAME AS SUCH MANAGER OF HARBORSIDE TOWNHOMES. LLC FOR THE PURPOSE THEREIN EXPRESSED. AND THAT THE
SAID DEDICATION OF PLAT IS THE ACT AND DEED OF SAID LIMITED LIABILITY COMPANY.
SURVEYOR'S CERTIFICATE:
WITNESS MY HAND AND OFFICIAL SEAL THIS
DAY OF
2003.
I. BRUCE A. KLEIN. THE UNDERSIGNED. REGISTERED SURVEYOR AND MAPPER, HEREBY CERTIFY THAT ON THE 15TH DAY OF SEPEMBER.
2003. THIS PROPERTY WAS SURVEYED AND THIS PLAT WAS PREPARED UNDER MY DIRECTION AND SUPERVISION AND THIS PLAT IS A
TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED AND THAT IT COMPLIES WITH ALL REQUIREMENTS OF CHAPTER 177,
PART 1 OF THE FLORIDA STATUTES. AND THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN SET ACCORDING TO THE REQUIREMENTS
OF SAID CHAPTER 177 PART 1 OF THE LAWS OF THE STATE OF FLORIDA PERTAINING TO MATERIALS AND COMPOSITION.
,~'^ ~'r . .
BRUCE A. KLEIN. \~ENT
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION No. 5052
FLORIDA LIC~N~!i[l~BU?INESS No. 6928
NOTARY PUBLIC
NAME OF NOTARY (PRINTED OR STAMPED)
Q'" .
COMM I SSON No.:
MY COMMISSION EXPIRES:
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JOB No,: 030111P,2
SHEET 1 OF 2 SHEETS
LB 6928 PREPARED BY:
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 121-834-8140 FAX: 121-834-8150
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VILLA
DEL
SOLE
TOWNHOMES
THE
A REPLAT OF LOTS 20 AND 21 OF BAYS IDE SUBDIVISION No.
MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 38,
RECORDS OF PINELLAS COUNTY, FLORIDA. LYING
RANGE 15 EAST, CITY OF CLEARWATER,
2, ACCORDING
PAGES 32 AND 33 OF
IN SECTION 8, TOWNSHIP 29
PINELLAS COUNTY, FLORIDA
TO
THE PUBLIC
SOUTH,
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LS 5052
10' BUILDING
SETBACK LINE
PER PLAT
-
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P .0.8. - _________
NORTHEAST CORNER Sioo~
OF LOT 21 55'<9"-
(P.B, 38, PGS. 32-33) E: ~
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BAYSIDE SUBDIVISION No, 2
(P.B. 38, PGS. 32-33)
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(P.B. 38, PGS, 32-33)
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CURVE DATA
No, RADIUS ARC CHORD DELTA CHORD BEARING
C1 925,00' 5,00' 5,00' 00018'35" S8Y 44'58"E
C2 925.00' 24,84' 24,84' 01032'20" S82049'30"E
C3 925,00' 19,01' 19,01' 01010'38" S81028'01"E
C4 925,00' 19.00' 19,00' 01010'37" S80017'24"E
C5 925.00' 19,00' 19.00' 01010'37" S790 06'4 7"E
C6 925,00' 19,00' 19.00' 01010'39" S7r 56'09"E
C7 925,00' 25,34' 25,34' 01034'11" S76033'44"E
C8 925.00' 5,00' 5,00' 00018'35" S75037'20"E
C) T ;; ~
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26'72"
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SPKND
LB 6928
-
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CLEARWATER
HARBOR
UNPLATTED
-
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-------
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NOTES:
LEGEND:
1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER DRIVE. ACCORDING
TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 66022'55/1 WEST.
2. NOTICE: THIS PLAT. AS RECORDED IN ITS GRAPHIC FORM. IS THE OFFICIAL DEPICTION OF
THE SUBDIVIDED LANDS DESCRIBED HEREON AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS PLAT. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY.
.
o
SPKND
= SET PERMANENT REFERENCE MONUMENT 4/1x4/1, PSM 5052.
= SET (5/8/1) REBAR WITH CAP. LB 6928.
= SET PARKER KALON NAIL AND DISK. PSM 6928.
= EASEMENT LINE. USE AS NOTED.
= SET CONCRETE MONUMENT
= PERMANENT CONTROL POINT
= POINT OF BEGINNING
= PROFESSIONAL SURVEYOR AND MAPPER
= POINT OF CURVATURE
= PLAT BOOK
= PAGES
= PLAT
= LICENSED BUSINESS
= LICENSED SURVEYOR
= NON-RADIAL
JOB No,: 030111P,2
SHEET 2 OF 2 SHEETS
LB 6928 PREPARED BY:
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
3. UTILITY EASEMENTS SHOWN HEREON SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION.
INSTALLATION. MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES. PROVIDED.
HOWEVER. NO SUCH CONSTRUCTION. INSTALLATION. MAINTENANCE AND OPERATION OF CABLE
TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC.
TELEPHONE. GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY
DAMAGES THE FACILITIES OF A PUBLIC UTILITY IT SHALL BE SOLELY RESPONSIBLE FOR THE
DAMAGES.
SCM
PCP
P.O.B.
PSM
PC
P.B.
PGS.
(P)
LB
LS
NIR
4. COMMON AREAS SHOWN HEREON SHALL BE FOR THE PURPOSE OF INSTALLATION. MAINTENANCE
AND OPERATION OF DRAINAGE AREAS. RETENTION AREAS. UTILIITES. RECREATION FACILITIES
AND SHALL BE SOLELY THE RESPONSIBILITY OF THE VILLA DEL SOLE TOWNHOMWES HOMEOWNERS
ASSOCIATION. INC.